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avef927DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description : Mobilization
Unit of Measurement : L.S.
Output : 1
Item Unit Quantity Unit Cost Amount (PHP)
a. Truck Mounted Crane Trip 1.00 ₱7,500.00 ₱7,500.00
b. Excavator Trip 2.00 ₱25,000.00 ₱50,000.00
c. Dump truck Trip 1.00 ₱7,500.00 ₱7,500.00
d. Manpower Person 75.00 ₱1,000.00 ₱75,000.00
A
e. Permit and Clearance L.S. 1.00 ₱3,000.00 ₱3,000.00
f. Toll Fees and Miscellaneous L.S. 1.00 ₱5,000.00 ₱5,000.00
g. Utilities Connection L.S 1.00 ₱10,000.00 ₱10,000.00
h. Barracks & Office L.S 3.00 ₱15,000.00 ₱45,000.00
Sub-total for A ₱203,000.00
Name & Capacity No. of Units No. of Hours Hourly Rate Amount (PHP)
Labor
a. Foreman 1 16.00 ₱134.93 ₱2,158.88
B
b. Unskilled Labor 8 16.00 ₱75.35 ₱9,644.80
Sub-total for B ₱11,803.68
Name & Capacity No. of Units No. of Hours Hourly Rate Amount (PHP)
Equipment:
C a. Minor Tools (10% of labor cost) 1 1.00 ₱20,300.00 ₱20,300.00
Sub-total for C ₱20,300.00
D Total (A+B+C) ₱235,103.68
E Output per hour (unit) 1
F Direct Unit Cost (Price per unit) ₱235,103.68
Name & Specification Unit Quantity Unit Cost Amount (PHP)
Materials
G
Sub-total for G 0
H Direct Unit Cost (C+F) ₱235,103.68
I Overhead, Contigencies and Miscellaneous (OCM) 12.00 % of G ₱28,212.44
J Contractor's Profit (CP) 8.00 % of G ₱18,808.29
K Value Added Tax (VAT) 5 % of ( H + I + J ) ₱14,106.22
L Total Unit Cost ( H+I+J+K) ₱296,230.64
DETAILED UNIT PRICE ANALYSIS (DUPA
MUNICIPAL HALL
Item No./Description : 103.2.1 Clearing and Grubbing
Unit of Measurement : 4000 sq.m.
Output : 166.65 sq.m. / hr
Designation No. of Person No. of Hours Hourly Rate Amount (PHP)
Labor
a. Foreman 1 6.00 ₱134.93 ₱809.66
A
b. Unskilled Labor 5 24.00 ₱75.35 ₱9,042.90
Sub-total for A ₱9,852.57
Name & Capacity No. of Units No. of Hours Hourly Rate Amount (PHP)
Equipment:
B a. Minor Tools (10% of labor cost) 1 1.00 ₱985.26 ₱985.26
Sub-total for B ₱985.26
C Total (A+B) ₱10,837.82
D Output per hour (unit) 166.65
E Direct Unit Cost (Price per unit) ₱2.71
Name & Specification Unit Quantity Unit Cost Amount (PHP)
Materials
F
F
Sub-total for F 0
G Direct Unit Cost (C+F) ₱10,837.82
H Overhead, Contigencies and Miscellaneous (OCM) 12.00 % of G ₱1,300.54
I Contractor's Profit (CP) 8.00 % of G ₱867.03
J Value Added Tax (VAT) 5 % of ( G + H + I ) ₱650.27
K Total Unit Cost (G+H+I+J) ₱13,655.66
DETAILED UNIT PRICE ANALYSIS (DUPA
MUNICIPAL HALL
Item No./Description : Site Surveying
Unit of Measurement : L.S.
Output : 1
Designation No. of Person No. of Hours Hourly Rate Amount (PHP)
Labor
a. Surveyor 2 16.00 ₱158.00 ₱5,056.00
A b. Assistant Surveyor 2 16.00 ₱138.00 ₱4,416.00
c. Laborer/Helper 4 16.00 ₱100.00 ₱6,400.00
Sub-total for A ₱15,872.00
Name & Capacity No. of Units No. of Hours Rate Amount (PHP)
Equipment:
a.Total Station/Transit Rental 1 16.00 ₱1,812.50 ₱29,000.00
b. GPS Equipment Rental 1 16.00 ₱1,425.00 ₱22,800.00
B c. Measuring Tools (Level Rod, Tape) 1 1.00 ₱1,500.00 ₱1,500.00
Sub-total for B ₱53,300.00
C Total (A+B) ₱69,172.00
D Output per hour (cu.m.) 1
E Direct Unit Cost (Price per unit) ₱69,172.00
Name & Specification Unit Quantity Unit Cost Amount (PHP)
Materials
F
- ₱0.00
Sub-total for F ₱0.00
G Direct Unit Cost (C+F) ₱69,172.00
H Overhead, Contigencies and Miscellaneous (OCM) 12.00 % of G ₱8,300.64
I Contractor's Profit (CP) 8.00 % of G ₱5,533.76
J Value Added Tax (VAT) 5 % of ( G + H + I ) ₱4,150.32
K Total Unit Cost (G+H+I+J) ₱87,156.72
DETAILED UNIT PRICE ANALYSIS (DUPA
MUNICIPAL HALL
Item No./Description : 103.2.2 Excavation
Unit of Measurement : 2141.27 cu.m.
Output : 29.32 cu.m. / hr
Designation No. of Person No. of Hours Hourly Rate Amount (PHP)
Labor
a. Foreman 1 36.52 ₱134.93 ₱4,927.04
A b. Highly Skilled Operator 1 73.03 ₱99.99 ₱7,302.37
c. Unskilled Labor 1 73.03 ₱75.35 ₱5,502.89
Sub-total for A ₱17,732.30
Name & Capacity No. of Units No. of Hours Hourly Rate Amount (PHP)
Equipment:
a. Excavator 0.8 cu.m. bucket 1 73.03 ₱1,998.00 ₱145,916.01
b. Minor Tools (10% of labor cost) 1 1.00 ₱1,773.23 ₱1,773.23
B
B
Sub-total for B ₱147,689.24
C Total (A+B) ₱165,421.54
D Output per hour (cu.m.) 29.32
E Direct Unit Cost (Price per unit) ₱77.25
Name & Specification Unit Quantity Unit Cost Amount (PHP)
Materials
F
- ₱0.00
Sub-total for F ₱0.00
G Direct Unit Cost (C+F) ₱165,421.54
H Overhead, Contigencies and Miscellaneous (OCM) 12.00 % of G ₱19,850.59
I Contractor's Profit (CP) 8.00 % of G ₱13,233.72
J Value Added Tax (VAT) 5 % of ( G + H + I ) ₱9,925.29
K Total Unit Cost (G+H+I+J) ₱208,431.14
DETAILED UNIT PRICE ANALYSIS (DUPA
MUNICIPAL HALL
Item No./Description : Embankment
Unit of Measurement : 1395.68 cu.m.
Output : 29.32 cu.m. / hr
Designation No. of Person No. of Hours Hourly Rate Amount (PHP)
Labor
a. Foreman 1 23.80 ₱134.93 ₱3,211.44
A b. Highly Skilled Operator 1 47.60 ₱99.99 ₱4,759.69
c. Unskilled Labor 1 47.60 ₱75.35 ₱3,586.78
Sub-total for A ₱11,557.92
Name & Capacity No. of Units No. of Hours Hourly Rate Amount (PHP)
Equipment:
a. Excavator 0.8 cu.m. bucket 1 47.60 ₱1,998.00 ₱95,108.07
b. Minor Tools (10% of labor cost) 1 1.00 ₱1,155.79 ₱1,155.79
B
Sub-total for B ₱96,263.86
C Total (A+B) ₱107,821.78
D Output per hour (cu.m.) 29.32
E Direct Unit Cost (Price per unit) ₱77.25
Name & Specification Unit Quantity Unit Cost Amount (PHP)
Materials
F
- ₱0.00
Sub-total for F ₱0.00
G Direct Unit Cost (C+F) ₱107,821.78
H Overhead, Contigencies and Miscellaneous (OCM) 12.00 % of G ₱12,938.61
I Contractor's Profit (CP) 8.00 % of G ₱8,625.74
J Value Added Tax (VAT) 5 % of ( G + H + I ) ₱6,469.31
K Total Unit Cost (G+H+I+J) ₱135,855.44
MUNICIPAL HALL
Item No./Description : 1000 - Termite Control Work
Unit of Measurement : 1167.48 sq.m.
Output : 198.03 sq.m. / hr
Designation No. of Person No. of Hours Hourly Rate Amount (PHP)
Labor
a. Foreman 1 1.47 ₱134.93 ₱198.87
A
b. Unskilled Labor 2 5.90 ₱75.35 ₱888.45
Sub-total for A ₱1,087.32
Name & Capacity No. of Units No. of Hours Hourly Rate Amount (PHP)
Equipment:
a. Backpack Power Sprayer 1 5.90 ₱84.81 ₱500.00
B
b. Minor Tools (10% of labor cost) 1 1.00 ₱108.73 ₱108.73
Sub-total for B ₱608.73
C Total (A+B) ₱1,696.05
D Output per hour (unit) 198.03
E Direct Unit Cost (Price per unit) ₱1.45
Name & Specification Unit Quantity Unit Cost Amount (PHP)
Materials
F Termiticide L 4,864.89 ₱255.00 ₱1,240,546.74
Sub-total for F ₱1,240,546.74
G Direct Unit Cost (C+F) ₱1,242,242.78
H Overhead, Contigencies and Miscellaneous (OCM) 12.00 % of G ₱149,069.13
I Contractor's Profit (CP) 8.00 % of G ₱99,379.42
J Value Added Tax (VAT) 5 % of ( G + H + I ) ₱74,534.57
K Total Unit Cost (G+H+I+J) ₱1,565,225.91
DETAILED UNIT PRICE ANALYSIS (DUPA
MUNICIPAL HALL
Item No./Description : Gravel Bedding
Unit of Measurement : 96.82 cu.m.
Output : 3.33 cu.m. / hr
Designation No. of Person No. of Hours Hourly Rate Amount (PHP)
Labor
a. Foreman 1 7.27 ₱134.93 ₱980.77
A
b. Unskilled Labor 3 29.08 ₱75.35 ₱6,572.42
Sub-total for A ₱7,553.20
Name & Capacity No. of Units No. of Hours Hourly Rate Amount (PHP)
Equipment:
a. Plate Compactor 2 29.08 ₱123.00 ₱7,152.47
B b. Excavator 0.3 cu.m. bucket 1 14.54 ₱992.00 ₱14,421.24
b. Minor Tools (10% of labor cost) 1 1.00 ₱755.32 ₱755.32
Sub-total for B ₱22,329.03
C Total (A+B) ₱29,882.22
D Output per hour (unit) 3.33
E Direct Unit Cost (Price per unit) ₱308.64
Name & Specification Unit Quantity Unit Cost Amount (PHP)
Materials
F GRAVEL G1 cu.m. 96.82 ₱620.00 ₱60,028.40
Sub-total for F ₱60,028.40
G Direct Unit Cost (C+F) ₱89,910.62
H Overhead, Contigencies and Miscellaneous (OCM) 12.00 % of G ₱10,789.27
I Contractor's Profit (CP) 8.00 % of G ₱7,192.85
J Value Added Tax (VAT) 5 % of ( G + H + I ) ₱5,394.64
K Total Unit Cost (G+H+I+J) ₱113,287.38
DETAILED UNIT PRICE ANALYSIS (DUPA
MUNICIPAL HALL
Item No./Description : 900 - Reinforced Concrete
Unit of Measurement : 2436.6 cu.m.
Output : 4 cu.m. / hr
Designation No. of Person No. of Hours Hourly Rate Amount (PHP)
Labor
a. Foreman 1 609.15 ₱134.93 ₱82,192.61
A b. Skilled Labor 3 609.15 ₱97.64 ₱178,432.22
c. Unskilled Labor 6 609.15 ₱75.35 ₱275,396.71
Sub-total for A ₱536,021.54
Name & Capacity No. of Units No. of Hours Hourly Rate Amount (PHP)
Equipment:
a.Concrete Vibrator 2 609.15 ₱91.25 ₱111,169.88
b. Concrete Pump Trailer Mounted 1 121.83 ₱2,076.00 ₱252,919.08
c. Boom Concrete Pump 1 426.41 ₱3,750.00 ₱1,599,018.75
B d. Minor Tools (10% of labor cost) 1 1.00 ₱53,602.15 ₱53,602.15
B
Sub-total for B ₱3,088,752.94
C Total (A+B) ₱3,624,774.49
D Output per hour (cu.m.) 4.00
E Direct Unit Cost (Price per unit) ₱1,487.64
Name & Specification Unit Quantity Unit Cost Amount (PHP)
Materials
READY MIX CONCRETE 4000PSI @ 14 DAYS cu.m. 763.16 ₱7,648.00 ₱5,836,609.44
READY MIX CONCRETE 3500PSI @ 14 DAYS cu.m. 1,472.63 ₱7,348.00 ₱10,820,885.24
READY MIX CONCRETE 3000PSI @ 14 DAYS cu.m. 200.81 ₱7,035.00 ₱1,412,698.35
F
Sub-total for F ₱18,070,193.03
G Direct Unit Cost (C+F) ₱21,694,967.52
H Overhead, Contigencies and Miscellaneous (OCM) 12.00 % of G ₱2,603,396.10
I Contractor's Profit (CP) 8.00 % of G ₱1,735,597.40
J Value Added Tax (VAT) 5 % of ( G + H + I ) ₱1,301,698.05
K Total Unit Cost (G+H+I+J) ₱27,335,659.07
DETAILED UNIT PRICE ANALYSIS (DUPA
MUNICIPAL HALL
Item No./Description : Rebar Fabrication
Unit of Measurement : 76.82 metric ton
Output : 0.091 metric ton / hr
Designation No. of Person No. of Hours Hourly Rate Amount (PHP)
Labor
a. Foreman 1 211.04 ₱134.93 ₱28,476.16
A b. Steelman 6 844.18 ₱99.99 ₱506,454.84
c. Unskilled Labor 4 844.18 ₱75.35 ₱254,434.59
Sub-total for A ₱789,365.60
Name & Capacity No. of Units No. of Hours Hourly Rate Amount (PHP)
Equipment:
Bar Cutter 2 844.18 ₱219.75 ₱371,015.27
Bar Bender 2 844.18 ₱351.50 ₱593,455.60
B
Sub-total for B ₱2,543,202.08
C Total (A+B) ₱3,332,567.67
D Output per hour (unit) 0.09
E Direct Unit Cost (Price per unit) ₱43,381.51
Name & Specification Unit Quantity Unit Cost Amount (PHP)
Materials
Reinforcing Steel bars Deformed Grade 60
kg 768,180.65 ₱46.31 ₱35,574,445.90
F
Sub-total for F ₱35,574,445.90
G Direct Unit Cost (C+F) ₱38,907,013.58
H Overhead, Contigencies and Miscellaneous (OCM) 12.00 % of G ₱4,668,841.63
I Contractor's Profit (CP) 8.00 % of G ₱3,112,561.09
J Value Added Tax (VAT) 5 % of ( G + H + I ) ₱2,334,420.82
K Total Unit Cost (G+H+I+J) ₱49,022,837.11
DETAILED UNIT PRICE ANALYSIS (DUPA
MUNICIPAL HALL
Item No./Description : Rebar Installation
Unit of Measurement : 76.82 metric ton
Output : 0.097 metric ton / hr
Designation No. of Person No. of Hours Hourly Rate Amount (PHP)
Labor
a. Foreman 1 197.99 ₱134.93 ₱26,714.75
A b. Steelman 6 791.96 ₱99.99 ₱475,127.74
c. Unskilled Labor 3 791.96 ₱75.35 ₱179,022.28
Sub-total for A ₱680,864.77
Name & Capacity No. of Units No. of Hours Hourly Rate Amount (PHP)
Equipment:
a. Minor Tools (10% of labor cost) 1 1.00 ₱68,086.48 ₱68,086.48
Sub-total for B ₱1,429,816.01
C Total (A+B) ₱2,110,680.78
D Output per hour (unit) 0.10
E Direct Unit Cost (Price per unit) ₱27,475.67
Name & Specification Unit Quantity Unit Cost Amount (PHP)
Materials
G.I Wire #16 kg 7,681.80 ₱80.00 ₱614,544.00
Sub-total for F ₱614,544.00
G Direct Unit Cost (C+F) ₱2,725,224.78
H Overhead, Contigencies and Miscellaneous (OCM) 12.00 % of G ₱327,026.97
I Contractor's Profit (CP) 8.00 % of G ₱218,017.98
J Value Added Tax (VAT) 5 % of ( G + H + I ) ₱163,513.49
K Total Unit Cost (G+H+I+J) ₱3,433,783.22
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description : Scaffolding Works
Unit of Measurement : 7182 cu.m.
Output : 8.42 cu.m. / hr
Designation No. of Person No. of Hours Hourly Rate Amount (PHP)
Labor
a. Foreman 1 639.73 ₱134.93 ₱86,318.34
A b. Skilled Labor 4 852.97 ₱97.64 ₱333,135.62
c. Unskilled Labor 8 852.97 ₱75.35 ₱514,169.79
Sub-total for A ₱933,623.75
Name & Capacity No. of Units No. of Hours Hourly Rate Amount (PHP)
Equipment:
a. H-frame set w/ catwalk 450 852.97 ₱6.50 ₱2,494,934.68
B b. Minor Tools (10% of labor cost) 1 1.00 ₱93,362.37 ₱93,362.37
Sub-total for B ₱2,588,297.05
C Total (A+B) ₱3,521,920.80
D Output per hour (cu.m.) 8.42
E Direct Unit Cost (Price per unit) ₱490.38
Name & Specification Unit Quantity Unit Cost Amount (PHP)
Materials
Sub-total for F ₱0.00
G Direct Unit Cost (C+F) ₱3,521,920.80
H Overhead, Contigencies and Miscellaneous (OCM) 12.00 % of G ₱422,630.50
I Contractor's Profit (CP) 8.00 % of G ₱281,753.66
J Value Added Tax (VAT) 5 % of ( G + H + I ) ₱211,315.25
K Total Unit Cost (G+H+I+J) ₱4,437,620.21
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description : Formworks Fabrication
Unit of Measurement : 14897.69 sq.m.
Output : 18 sq.m. / hr
Designation No. of Person No. of Hours Hourly Rate Amount (PHP)
Labor
a. Foreman 1 827.65 ₱134.93 ₱111,674.74
A b. Skilled Labor 6 827.65 ₱97.64 ₱484,870.15
c. Unskilled Labor 10 827.65 ₱75.35 ₱623,633.86
Sub-total for A ₱1,220,178.75
Name & Capacity No. of Units No. of Hours Hourly Rate Amount (PHP)
Equipment:
a. Minor Tools (10% of labor cost) 1 1.00 ₱122,017.87 ₱122,017.87
B
Sub-total for B ₱122,017.87
C Total (A+B) ₱1,342,196.62
D Output per hour (cu.m.) 18.00
E Direct Unit Cost (Price per unit) ₱90.09
Name & Specification Unit Quantity Unit Cost Amount (PHP)
Materials
PVC Board (18mmx1.2mx2.44m) pc 865.00 ₱2,300.00 ₱1,989,500.00
F Cocolumber (2''x3"x12) bdft 649.00 ₱35.00 ₱22,715.00
CWN Assorted kg 346.00 ₱80.00 ₱27,680.00
Sub-total for F ₱2,039,895.00
G Direct Unit Cost (C+F) ₱3,382,091.62
H Overhead, Contigencies and Miscellaneous (OCM) 12.00 % of G ₱405,850.99
I Contractor's Profit (CP) 8.00 % of G ₱270,567.33
J Value Added Tax (VAT) 5 % of ( G + H + I ) ₱202,925.50
K Total Unit Cost (G+H+I+J) ₱4,261,435.44
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description : Formworks Installation
Unit of Measurement : 14897.69 sq.m.
Output : 10 sq.m. / hr
Designation No. of Person No. of Hours Hourly Rate Amount (PHP)
Labor
a. Foreman 1 1,489.77 ₱134.93 ₱201,014.53
A b. Skilled Labor 6 1,489.77 ₱97.64 ₱872,766.27
c. Unskilled Labor 10 1,489.77 ₱75.35 ₱1,122,540.94
Sub-total for A ₱2,196,321.74
Name & Capacity No. of Units No. of Hours Hourly Rate Amount (PHP)
Equipment:
a. Minor Tools (10% of labor cost) 1 1.00 ₱219,632.17 ₱219,632.17
B
Sub-total for B ₱219,632.17
C Total (A+B) ₱2,415,953.92
D Output per hour (cu.m.) 10.00
E Direct Unit Cost (Price per unit) ₱162.17
Name & Specification Unit Quantity Unit Cost Amount (PHP)
Materials
F CWN Assorted kg 120.00 ₱80.00 ₱9,600.00
F
Sub-total for F ₱9,600.00
G Direct Unit Cost (C+F) ₱2,425,553.92
H Overhead, Contigencies and Miscellaneous (OCM) 12.00 % of G ₱291,066.47
I Contractor's Profit (CP) 8.00 % of G ₱194,044.31
J Value Added Tax (VAT) 5 % of ( G + H + I ) ₱145,533.24
K Total Unit Cost (G+H+I+J) ₱3,056,197.94
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description : Stripping of Forms
Unit of Measurement : 14897.69 sq.m.
Output : 20 sq.m. / hr
Designation No. of Person No. of Hours Hourly Rate Amount (PHP)
Labor
a. Foreman 1 744.88 ₱134.93 ₱100,507.27
A b. Skilled Labor 4 744.88 ₱97.64 ₱290,922.09
c. Unskilled Labor 10 744.88 ₱75.35 ₱561,270.47
Sub-total for A ₱952,699.83
Name & Capacity No. of Units No. of Hours Hourly Rate Amount (PHP)
Equipment:
a. Minor Tools (10% of labor cost) 1 1.00 ₱95,269.98 ₱95,269.98
B
Sub-total for B ₱95,269.98
C Total (A+B) ₱1,047,969.81
D Output per hour (cu.m.) 20.00
E Direct Unit Cost (Price per unit) ₱70.34
Name & Specification Unit Quantity Unit Cost Amount (PHP)
Materials
F
Sub-total for F ₱0.00
G Direct Unit Cost (C+F) ₱1,047,969.81
H Overhead, Contigencies and Miscellaneous (OCM) 12.00 % of G ₱125,756.38
I Contractor's Profit (CP) 8.00 % of G ₱83,837.58
J Value Added Tax (VAT) 5 % of ( G + H + I ) ₱62,878.19
K Total Unit Cost (G+H+I+J) ₱1,320,441.96
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description : Plumbing Works (Sanitary, Drainage & Waterline)
Unit of Measurement : L.S.
Output : 1
Designation No. of Person No. of Hours Hourly Rate Amount (PHP)
Labor
a. Foreman 1 414.00 ₱134.93 ₱55,861.02
A b. Skilled Labor 4 414.00 ₱97.64 ₱161,691.84
c. Unskilled Labor 2 414.00 ₱75.35 ₱62,389.80
Sub-total for A ₱279,942.66
Name & Capacity No. of Units No. of Hours Hourly Rate Amount (PHP)
Equipment:
a. Minor Tools (10% of labor cost) 1 1.00 ₱27,994.27 ₱27,994.27
B
Sub-total for B ₱27,994.27
C Total (A+B) ₱307,936.93
D Output per hour (cu.m.) 1.00
E Direct Unit Cost (Price per unit) ₱307,936.93
Name & Specification Unit Quantity Unit Cost Amount (PHP)
Materials
PVC PIPES (202mm D) PC 24.00 ₱2,276.00 ₱54,624.00
PVC PIPES (151mm D) PC 147.00 ₱1,971.00 ₱289,737.00
PVC PIPES (101mm D) PC 253.00 ₱700.00 ₱177,100.00
PVC PIPES (76mm D) PC 52.00 ₱480.00 ₱24,960.00
PVC PIPES (50mm D) PC 354.00 ₱270.00 ₱95,580.00
PVC TEE (50mm D) PC 377.00 ₱40.00 ₱15,080.00
PVC 45deg. (3mm BEND x 50mm) PC 118.00 ₱30.00 ₱3,540.00
PVC 45deg. (3mm BEND x 76mm) PC 94.00 ₱54.00 ₱5,076.00
PVC 45deg. (3mm BEND x 101mm) PC 86.00 ₱83.00 ₱7,138.00
PVC 90deg (3mm BEND x 50mm) PC 210.00 ₱55.00 ₱11,550.00
PVC 90deg (3mm BEND x 76mm) PC 4.00 ₱90.00 ₱360.00
PVC 90deg (3mm BEND x 101mm) PC 207.00 ₱134.00 ₱27,738.00
PVC P-TRAP W/ PLUG & SEALING RING (50mm) PC 118.00 ₱105.00 ₱12,390.00
PVC P-TRAP W/ PLUG & SEALING RING (76mm) PC 98.00 ₱145.00 ₱14,210.00
F PVC CLEAN-OUT W/ PLUG & SEALING RING PC 121.00 ₱40.00 ₱4,840.00
(101mm)
PVC 45deg. SINGLE BRANCH, WYE (101mm x 50mm) PC 118.00 ₱140.00 ₱16,520.00
PVC 45deg. SINGLE BRANCH, WYE (101mm x 76mm) PC 98.00 ₱163.00 ₱15,974.00
PVC 45deg. SINGLE BRANCH, WYE (101mm x PC 161.00 ₱173.00 ₱27,853.00
101mm)
WATER METER PC 1.00 ₱1,250.00 ₱1,250.00
SOLVENT CAN 249.00 ₱155.00 ₱38,595.00
G.I. PIPES (50mm D) PC 77.00 ₱1,500.00 ₱115,500.00
G.I. TEE, BANDED (50mm D) PC 4.00 ₱87.00 ₱348.00
G.I UNIONS, FLAT SEAT (50mm D) PC 76.00 ₱130.00 ₱9,880.00
G.I REDUCER (25.4mm D) PC 32.00 ₱35.00 ₱1,120.00
G.I. COUPLING ELBOW (50mm D) PC 8.00 ₱50.00 ₱400.00
BRONZE FAUCETS (12.7mm D) PC 39.00 ₱160.00 ₱6,240.00
GATE VALVE 25MM DIA PC 37.00 ₱390.00 ₱14,430.00
FLOOR DRAIN PC 169.00 ₱250.00 ₱42,250.00
TEFFLON TAPE ROLL 250.00 ₱10.00 ₱2,500.00
Sub-total for F ₱1,036,783.00
G Direct Unit Cost (C+F) ₱1,344,719.93
H Overhead, Contigencies and Miscellaneous (OCM) 12.00 % of G ₱161,366.39
I Contractor's Profit (CP) 8.00 % of G ₱107,577.59
J Value Added Tax (VAT) 5 % of ( G + H + I ) ₱80,683.20
K Total Unit Cost (G+H+I+J) ₱1,694,347.11
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description : Electrical Works
Unit of Measurement : L.S.
Output : 1
Designation No. of Person No. of Hours Hourly Rate Amount (PHP)
Labor
a. Foreman 1 296.00 ₱134.93 ₱39,939.28
A b. Skilled Labor 6 296.00 ₱97.64 ₱173,408.64
c. Unskilled Labor 6 296.00 ₱75.35 ₱133,821.60
Sub-total for A ₱347,169.52
Name & Capacity No. of Units No. of Hours Hourly Rate Amount (PHP)
Equipment:
a. Minor Tools (10% of labor cost) 1 1.00 ₱34,716.95 ₱34,716.95
B
Sub-total for B ₱34,716.95
C Total (A+B) ₱381,886.47
D Output per hour (cu.m.) 1.00
E Direct Unit Cost (C/D) ₱381,886.47
Name & Specification Unit Quantity Unit Cost Amount (PHP)
Materials
ELECTRIC WIRES THWN/THHN 2.0 mm2 roll 73 ₱1,350.00 ₱98,550.00
ELECTRIC WIRES THWN/THHN 3.5 mm2 roll 41 ₱1,980.00 ₱81,180.00
ELECTRIC WIRES THWN/THHN 5.5 mm2 roll 123 ₱3,030.00 ₱372,690.00
ELECTRIC WIRES THWN/THHN 8.00 mm2 m 50 ₱31.60 ₱1,580.00
ELECTRIC WIRES THWN/THHN 14 mm2 roll 2 ₱7,545.00 ₱15,090.00
ELECTRIC WIRES THWN/THHN 22 mm2 m 75 ₱270.00 ₱20,250.00
ELECTRIC WIRES THWN/THHN 30 mm2 m 50 ₱115.10 ₱5,755.00
ELECTRIC WIRES THWN/THHN 60 mm2 roll 2 ₱69,330.00 ₱138,660.00
ELECTRIC WIRES THWN/THHN 100 mm2 m 30 ₱351.00 ₱10,530.00
ELECTRIC WIRES THWN/THHN 125 mm2 m 30 ₱450.00 ₱13,500.00
ELECTRIC WIRES THWN/THHN 250 mm2 roll 1 ₱261,000.00 ₱261,000.00
Utility Box pc 164 ₱25.00 ₱4,100.00
Junction Box pc 673 ₱25.00 ₱16,825.00
15mm dia. IMC pc 3770 ₱485.30 ₱1,829,581.00
20mm dia. IMC pc 105 ₱660.70 ₱69,373.50
25mm dia. IMC pc 356 ₱937.00 ₱333,572.00
32mm dia. IMC pc 67 ₱1,209.45 ₱81,033.15
F 50mm dia. IMC pc 123 ₱1,881.35 ₱231,406.05
80mm dia. IMC pc 21 ₱3,684.00 ₱77,364.00
15A Circuit Breaker pc 31 ₱1,216.00 ₱37,696.00
20A Circuit Breaker pc 47 ₱1,216.00 ₱57,152.00
30A Circuit Breaker pc 31 ₱1,216.00 ₱37,696.00
40A Circuit Breaker pc 9 ₱1,802.00 ₱16,218.00
50A Circuit Breaker pc 3 ₱2,643.00 ₱7,929.00
60A Circuit Breaker pc 4 ₱3,155.00 ₱12,620.00
100A Circuit Breaker pc 5 ₱5,788.00 ₱28,940.00
175A Circuit Breaker pc 1 ₱6,745.00 ₱6,745.00
225A Circuit Breaker pc 1 ₱7,733.00 ₱7,733.00
4- Branch Panel Board pc 1 ₱4,706.00 ₱4,706.00
6- Branch Panel Board pc 5 ₱6,250.00 ₱31,250.00
16- Branch Panel Board pc 2 ₱12,680.00 ₱25,360.00
18- Branch Panel Board pc 1 ₱14,115.00 ₱14,115.00
22- Branch Panel Board set 1 ₱14,275.00 ₱14,275.00
28- Branch Panel Board pc 4 ₱19,960.00 ₱79,840.00
Consumables (5% Materials Cost) - 1.00 ₱202,215.74 ₱202,215.74
Sub-total for F ₱4,246,530.44
G Direct Unit Cost (C+F) ₱4,628,416.91
H Overhead, Contigencies and Miscellaneous (OCM) 12.00 % of G ₱555,410.03
I Contractor's Profit (CP) 8.00 % of G ₱370,273.35
J Value Added Tax (VAT) 5 % of ( G + H + I ) ₱277,705.01
K Total Unit Cost (G+H+I+J) ₱5,831,805.30
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description : Electrical Fixtures
Unit of Measurement : L.S.
Output : 1
Designation No. of Person No. of Hours Hourly Rate Amount (PHP)
Labor
a. Foreman 1 103.00 ₱134.93 ₱13,897.79
A b. Skilled Labor 4 103.00 ₱97.64 ₱40,227.68
c. Unskilled Labor 4 103.00 ₱75.35 ₱31,044.20
Sub-total for A ₱85,169.67
Name & Capacity No. of Units No. of Hours Hourly Rate Amount (PHP)
Equipment:
a. Minor Tools (10% of labor cost) 1 1.00 ₱8,516.97 ₱8,516.97
B
Sub-total for B ₱8,516.97
C Total (A+B) ₱93,686.64
D Output per hour (cu.m.) 1.00
E Direct Unit Cost (C/D) ₱93,686.64
Name & Specification Unit Quantity Unit Cost Amount (PHP)
Materials
DUPLEX CONVENIENCE OUTLET SET 134 ₱125.00 ₱16,750.00
DUPLEX FLOOR OUTLET (POP-OUT) SET 30 ₱3,600.00 ₱108,000.00
LED Recessed Light set 494 ₱305.00 ₱150,670.00
Troffer Light set 179 ₱2,040.00 ₱365,160.00
F
Single Switch set 136 ₱149.00 ₱20,264.00
Duplex Switch set 52 ₱170.00 ₱8,840.00
F
Triplex Switch set 14 ₱240.00 ₱3,360.00
Consumables (5% Materials Cost) - 1.00 ₱33,652.20 ₱33,652.20
Sub-total for F ₱706,696.20
G Direct Unit Cost (C+F) ₱800,382.84
H Overhead, Contigencies and Miscellaneous (OCM) 12.00 % of G ₱96,045.94
I Contractor's Profit (CP) 8.00 % of G ₱64,030.63
J Value Added Tax (VAT) 5 % of ( G + H + I ) ₱48,022.97
K Total Unit Cost (G+H+I+J) ₱1,008,482.38
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description : Ventilation Works
Unit of Measurement : L.S.
Output : 1
Designation No. of Person No. of Hours Hourly Rate Amount (PHP)
Labor
a. Installer 3 120.00 ₱137.50 ₱49,500.00
A b. Helper 3 120.00 ₱97.64 ₱35,150.40
c. Technician 3 120.00 ₱145.00 ₱52,200.00
Sub-total for A ₱136,850.40
Name & Capacity No. of Units No. of Hours Hourly Rate Amount (PHP)
Equipment:
a. Minor Tools (10% of labor cost) 1 1.00 ₱13,685.04 ₱13,685.04
B
Sub-total for B ₱13,685.04
C Total (A+B) ₱150,535.44
D Output per hour (cu.m.) 1.00
E Direct Unit Cost (C/D) ₱150,535.44
Name & Specification Unit Quantity Unit Cost Amount (PHP)
Materials
Split Typle ACU 1.0 HP Inverter set 30 ₱29,998.00 ₱899,940.00
Floor Standing ACU 1.0 HP set 78 ₱129,999.00 ₱10,139,922.00
F
Exhaust Fan set 71 ₱1,250.00 ₱88,750.00
Consumables (3% Materials Cost) - 1.00 ₱333,858.36 ₱333,858.36
Sub-total for F ₱11,462,470.36
G Direct Unit Cost (C+F) ₱11,613,005.80
H Overhead, Contigencies and Miscellaneous (OCM) 12.00 % of G ₱1,393,560.70
I Contractor's Profit (CP) 8.00 % of G ₱929,040.46
J Value Added Tax (VAT) 5 % of ( G + H + I ) ₱696,780.35
K Total Unit Cost (G+H+I+J) ₱14,632,387.31
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description : CHB Laying (Class B Mixture)
Unit of Measurement : 7272.49 sq.m.
Output : 7.5 sq.m. / hr
Designation No. of Person No. of Hours Hourly Rate Amount (PHP)
Labor
a. Foreman 1 727.50 ₱134.93 ₱98,161.58
A b. Skilled Labor 6 970.00 ₱97.64 ₱568,264.80
c. Unskilled Labor 3 970.00 ₱75.35 ₱219,268.50
Sub-total for A ₱885,694.88
Name & Capacity No. of Units No. of Hours Hourly Rate Amount (PHP)
Equipment:
a. Minor Tools (10% of labor cost) 1 1.00 ₱88,569.49 ₱88,569.49
B
Sub-total for B ₱88,569.49
C Total (A+B) ₱974,264.36
D Output per hour (sq.m.) 7.50
E Direct Unit Cost (Price per unit) ₱133.97
Name & Specification Unit Quantity Unit Cost Amount (PHP)
Materials
CHB 6" PC 45,222.00 ₱15.00 ₱678,330.00
CHB 4" PC 45,660.00 ₱15.00 ₱684,900.00
Sand S1 PC 393.00 ₱770.00 ₱302,610.00
F
Portland Cement 40 kg PC 5,592.00 ₱275.00 ₱1,537,800.00
G.I Tie Wires #16 kg 306.00 ₱480.00 ₱146,880.00
Deformed Bars 10mm dia. x 12 m PC 1,995.00 ₱312.00 ₱622,440.00
Sub-total for F ₱3,972,960.00
G Direct Unit Cost (C+F) ₱4,947,224.36
H Overhead, Contigencies and Miscellaneous (OCM) 12.00 % of G ₱593,666.92
I Contractor's Profit (CP) 8.00 % of G ₱395,777.95
J Value Added Tax (VAT) 5 % of ( G + H + I ) ₱296,833.46
K Total Unit Cost (G+H+I+J) ₱6,233,502.70
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description : Plastering (Class B Mixture)
Unit of Measurement : 14544.98 sq.m.
Output : 15 sq.m. / hr
Designation No. of Person No. of Hours Hourly Rate Amount (PHP)
Labor
a. Foreman 1 727.50 ₱134.93 ₱98,161.58
A b. Skilled Labor 12 969.67 ₱97.64 ₱1,136,137.48
c. Unskilled Labor 6 969.67 ₱75.35 ₱438,385.70
Sub-total for A ₱1,672,684.75
Name & Capacity No. of Units No. of Hours Hourly Rate Amount (PHP)
Equipment:
a. Minor Tools (10% of labor cost) 1 1.00 ₱167,268.48 ₱167,268.48
B
Sub-total for B ₱167,268.48
C Total (A+B) ₱1,839,953.23
D Output per hour (sq.m.) 15.00
E Direct Unit Cost (Price per unit) ₱126.50
Name & Specification Unit Quantity Unit Cost Amount (PHP)
Materials
Portland Cement 40 kg PC 22,794.00 ₱275.00 ₱6,268,350.00
F
Sand S1 PC 234.00 ₱770.00 ₱180,180.00
Sub-total for F ₱6,448,530.00
G Direct Unit Cost (C+F) ₱8,288,483.23
H Overhead, Contigencies and Miscellaneous (OCM) 12.00 % of G ₱994,617.99
I Contractor's Profit (CP) 8.00 % of G ₱663,078.66
J Value Added Tax (VAT) 5 % of ( G + H + I ) ₱497,308.99
K Total Unit Cost (G+H+I+J) ₱10,443,488.86
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description : Waterproofing
Unit of Measurement : 3214 sq.m.
Output : 9.9 sq.m. / hr
Designation No. of Person No. of Hours Hourly Rate Amount (PHP)
Labor
a. Foreman 1 324.65 ₱134.93 ₱43,804.55
A b. Skilled Labor 9 324.65 ₱97.64 ₱285,286.33
c. Unskilled Labor 3 324.65 ₱75.35 ₱73,386.33
A
Sub-total for A ₱402,477.21
Name & Capacity No. of Units No. of Hours Hourly Rate Amount (PHP)
Equipment:
a. Minor Tools (10% of labor cost) 1 1.00 ₱40,247.72 ₱40,247.72
B
Sub-total for B ₱40,247.72
C Total (A+B) ₱442,724.93
D Output per hour (sq.m.) 9.90
E Direct Unit Cost (Price per unit) ₱137.75
Name & Specification Unit Quantity Unit Cost Amount (PHP)
Materials
Cementitious Waterproofing 16L pc 51.00 ₱3,045.00 ₱155,295.00
Portland Cemet 40 kg PC 25.00 ₱275.00 ₱6,875.00
F
Paint Brush pc 20.00 ₱49.00 ₱980.00
Consumables (5% Materials Cost) - 1.00 ₱8,157.50 ₱8,157.50
Sub-total for F ₱171,307.50
G Direct Unit Cost (C+F) ₱614,032.43
H Overhead, Contigencies and Miscellaneous (OCM) 12.00 % of G ₱73,683.89
I Contractor's Profit (CP) 8.00 % of G ₱49,122.59
J Value Added Tax (VAT) 5 % of ( G + H + I ) ₱36,841.95
K Total Unit Cost (G+H+I+J) ₱773,680.86
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description : Tile Works
Unit of Measurement : 7888.5 sq.m.
Output : 17 sq.m. / hr
Designation No. of Person No. of Hours Hourly Rate Amount (PHP)
Labor
a. Foreman 1 464.00 ₱134.93 ₱62,607.52
A b. Skilled Labor 10 464.00 ₱97.64 ₱453,049.60
c. Unskilled Labor 5 464.00 ₱75.35 ₱174,812.00
Sub-total for A ₱690,469.12
Name & Capacity No. of Units No. of Hours Hourly Rate Amount (PHP)
Equipment:
a. Minor Tools (10% of labor cost) 1 1.00 ₱69,046.91 ₱69,046.91
B
Sub-total for B ₱69,046.91
C Total (A+B) ₱759,516.03
D Output per hour (sq.m.) 17.00
E Direct Unit Cost (Price per unit) ₱96.28
Name & Specification Unit Quantity Unit Cost Amount (PHP)
Materials
Ceramic Tile 0.6m x 0.6m pc 20,423.00 ₱293.00 ₱5,983,939.00
Unglazed Tile 0.4m x 0.4m pc 3,286.00 ₱78.00 ₱256,308.00
F
White Cement Joint Filler 10 kg bag 395.00 ₱495.00 ₱195,525.00
Tile Adhesive 25 kg bag 877.00 ₱550.00 ₱482,350.00
Sub-total for F ₱6,918,122.00
G Direct Unit Cost (C+F) ₱7,677,638.03
H Overhead, Contigencies and Miscellaneous (OCM) 12.00 % of G ₱921,316.56
I Contractor's Profit (CP) 8.00 % of G ₱614,211.04
J Value Added Tax (VAT) 5 % of ( G + H + I ) ₱460,658.28
K Total Unit Cost (G+H+I+J) ₱9,673,823.92
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description : Paint work
Unit of Measurement : 22529.98 sq.m.
Output : 62.5 sq.m. / hr
Designation No. of Person No. of Hours Hourly Rate Amount (PHP)
Labor
a. Foreman 1 360.48 ₱134.93 ₱48,639.52
A b. Skilled Labor 10 360.48 ₱97.64 ₱351,972.36
c. Unskilled Labor 4 360.48 ₱75.35 ₱108,648.58
Sub-total for A ₱509,260.46
Name & Capacity No. of Units No. of Hours Hourly Rate Amount (PHP)
Equipment:
a. Minor Tools (10% of labor cost) 1 1.00 ₱50,926.05 ₱50,926.05
B
Sub-total for B ₱50,926.05
C Total (A+B) ₱560,186.50
D Output per hour (sq.m.) 62.50
E Direct Unit Cost (Price per unit) ₱24.86
Name & Specification Unit Quantity Unit Cost Amount (PHP)
Materials
Skimcoat 20 kg bags 2,908.00 ₱345.00 ₱1,003,260.00
Elastomeric Paint Primer 16L pail 57.00 ₱3,570.00 ₱203,490.00
Elastomeric Paint Base 16L pail 75.00 ₱2,900.00 ₱217,500.00
Flat Latex White 16L pail 50.00 ₱2,929.00 ₱146,450.00
Semi Gloss Latex gal 273 ₱224.00 ₱61,185.60
Gypsum Putty gal 320.00 ₱849.00 ₱271,680.00
Flatwall Enamel Primer gal 100.00 ₱720.00 ₱72,000.00
Epoxy Primer gal 23.00 ₱1,057.00 ₱24,311.00
F Quick Drying Enamel Black gal 46.00 ₱814.00 ₱37,444.00
Paint thinner gal 19.00 ₱533.00 ₱10,127.00
Roller Brush w/ Pan gal 20.00 ₱140.00 ₱2,800.00
Baby Roller pc 20.00 ₱45.00 ₱900.00
Paint Brush #4 pc 20.00 ₱130.00 ₱2,600.00
Paint Brush #3 pc 20.00 ₱60.00 ₱1,200.00
Paint Brush #2 pc 20.00 ₱40.00 ₱800.00
Sanding Paper roll 10.00 ₱5,800.00 ₱58,000.00
Palette pair 20.00 ₱12.00 ₱240.00
Sub-total for F ₱2,113,987.60
G Direct Unit Cost (C+F) ₱2,674,174.10
H Overhead, Contigencies and Miscellaneous (OCM) 12.00 % of G ₱320,900.89
I Contractor's Profit (CP) 8.00 % of G ₱213,933.93
J Value Added Tax (VAT) 5 % of ( G + H + I ) ₱160,450.45
K Total Unit Cost (G+H+I+J) ₱3,369,459.37
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description : Installation of Doors and Windows
Unit of Measurement : L.S. .
Output : 1
Designation No. of Person No. of Hours Hourly Rate Amount (PHP)
Labor
A
45% of Materials Cost - 144.00 - ₱2,415,834.19
Sub-total for A ₱2,415,834.19
Name & Capacity No. of Units No. of Hours Hourly Rate Amount (PHP)
Equipment:
a. Minor Tools (10% of labor cost) 1 1.00 ₱241,583.42 ₱241,583.42
B
Sub-total for B ₱241,583.42
C Total (A+B) ₱2,657,417.60
D Output per hour (sq.m.) 1.00
E Direct Unit Cost (Price per unit) ₱2,657,417.60
Name & Specification Unit Quantity Unit Cost Amount (PHP)
Materials
Double Glass Door (2300x2500mm) sqm 46.00 ₱5,111.61 ₱235,134.06
Double Glass Door (1800x2100) sqm 215.46 ₱5,111.61 ₱1,101,347.49
Automatic Sliding Door Motor set 23.00 ₱68,500.00 ₱1,575,500.00
Single Glass Door (1150x2100mm) sqm 116.00 ₱5,111.61 ₱592,946.76
Laminated Flush Type Solid Core Door
(1200x2150mm) sqm 55.00 ₱1,733.00 ₱95,315.00
Double Hygiene Hinged Door set 3.00 ₱11,760.00 ₱35,280.00
Automated Roll Up (3000x2500mm) set 2.00 ₱48,700.00 ₱97,400.00
Tanguile Paneled Type Door
(1100x2000mm) sqm 8.80 ₱3,802.00 ₱33,457.60
F Wooden Flush Door (1000x2100mm) set 9.00 ₱2,050.00 ₱18,450.00
FHC Shaft Door set 16.00 ₱24,700.00 ₱395,200.00
Fire Exit Door set 6.00 ₱24,700.00 ₱148,200.00
Laminated Flush Type Solid Core Door
(1000x2100mm) sqm 31.50 ₱1,733.00 ₱54,589.50
Aluminum Bathroom Door Office Toilet
(800x2100mm) set 30.00 ₱2,679.00 ₱80,370.00
PVC Moulded Door (900x2100mm) set 17.00 ₱6,650.00 ₱113,050.00
Laminated Phenolic Cubicle
Partition-Door Set set 44.00 ₱3,660.00 ₱161,040.00
60cm x 60cm Awning Window sqm 344.00 ₱1,835.00 ₱631,240.00
Consumables (3% Materials Cost) - 1.00 ₱161,055.61 ₱161,055.61
Sub-total for F ₱5,368,520.41
G Direct Unit Cost (C+F) ₱8,025,938.01
H Overhead, Contigencies and Miscellaneous (OCM) 12.00 % of G ₱963,112.56
I Contractor's Profit (CP) 8.00 % of G ₱642,075.04
J Value Added Tax (VAT) 5 % of ( G + H + I ) ₱481,556.28
K Total Unit Cost (G+H+I+J) ₱10,112,681.90
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description : Ceiling & Framework
Unit of Measurement : 7985 sq.m.
Output : 6.6 sq.m. / hr
Designation No. of Person No. of Hours Hourly Rate Amount (PHP)
Labor
a. Foreman 1 1,209.85 ₱134.93 ₱163,244.86
A b. Skilled Labor 12 1,209.85 ₱97.64 ₱1,417,555.27
c. Unskilled Labor 12 1,209.85 ₱75.35 ₱1,093,945.00
Sub-total for A ₱2,674,745.13
Name & Capacity No. of Units No. of Hours Hourly Rate Amount (PHP)
Equipment:
a. Minor Tools (10% of labor cost) 1 1.00 ₱267,474.51 ₱267,474.51
B
Sub-total for B ₱267,474.51
C Total (A+B) ₱2,942,219.64
D Output per hour (sq.m.) 6.60
E Direct Unit Cost (Price per unit) ₱368.47
Name & Specification Unit Quantity Unit Cost Amount (PHP)
Materials
Gypsum Board 12mm thk. (4' x 10') pc 2,146.00 ₱550.00 ₱1,180,300.00
Hardiflex Board 3.5mm thk. pc 20.00 ₱455.00 ₱9,100.00
Hardiflex Screw box 1.00 ₱250.00 ₱250.00
Carrying Channel 0.6mm thk. x 5m pc 1,065.00 ₱93.00 ₱99,045.00
Double Furring Channel 0.6mm thk. x 5m pc 3,993.00 ₱129.00 ₱515,097.00
F Double Furring Clip box 184.00 ₱152.00 ₱27,968.00
Blind Rivets box 96.00 ₱250.00 ₱24,000.00
Concrete Nail kg 160.00 ₱100.00 ₱16,000.00
Drill Bit (5/8" stainless) pc 50.00 ₱110.00 ₱5,500.00
Mesh Tape 2" x 230' pc 112.00 ₱78.00 ₱8,736.00
Gypsum screw 1-1/2" - 1000 box 72.00 ₱280.00 ₱20,160.00
Sub-total for F ₱1,906,156.00
G Direct Unit Cost (C+F) ₱4,848,375.64
H Overhead, Contigencies and Miscellaneous (OCM) 12.00 % of G ₱581,805.08
I Contractor's Profit (CP) 8.00 % of G ₱387,870.05
J Value Added Tax (VAT) 5 % of ( G + H + I ) ₱290,902.54
K Total Unit Cost (G+H+I+J) ₱6,108,953.31
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description : Plumbing Fixtures Installation
Unit of Measurement : L.S. .
Output : 1 .
Designation No. of Person No. of Hours Hourly Rate Amount (PHP)
Labor
a. Installer 5 80.00 ₱97.64 ₱39,056.00
A
b. Helper 5 80.00 ₱75.35 ₱30,140.00
Sub-total for A ₱69,196.00
Name & Capacity No. of Units No. of Hours Hourly Rate Amount (PHP)
Equipment:
a. Minor Tools (10% of labor cost) 1 1.00 ₱6,919.60 ₱6,919.60
B
Sub-total for B ₱6,919.60
C Total (A+B) ₱76,115.60
D Output per hour 1.00
E Direct Unit Cost (Price per unit) ₱76,115.60
Name & Specification Unit Quantity Unit Cost Amount (PHP)
Materials
WATER CLOSET INCLUDING FITTINGS AND ACC. SET 19.00 ₱15,000.00 ₱285,000.00
(ELONGATED) AMERICAN STD OR EQUIVALENT
WATER CLOSET INCLUDING FITTINGS AND ACC. SET 73.00 ₱7,500.00 ₱547,500.00
(ROUND) AMERICAN STD OR EQUIVALENT
LAVATORY INCLUDING FITTINGS AND ACC. SET 92.00 ₱4,600.00 ₱423,200.00
F AMERICAN STD OR EQUIVALENT
URINAL INCLUDING FITTINGS AND ACC. AMERICAN SET 26.00 ₱3,250.00 ₱84,500.00
STD OR EQUIVALENT
KITCHEN SINK SET 4.00 ₱5,100.00 ₱20,400.00
Consumables (1% Materials Cost) - 1.00 ₱13,606.00 ₱13,606.00
Sub-total for F ₱1,374,206.00
G Direct Unit Cost (C+F) ₱1,450,321.60
H Overhead, Contigencies and Miscellaneous (OCM) 12.00 % of G ₱174,038.59
I Contractor's Profit (CP) 8.00 % of G ₱116,025.73
J Value Added Tax (VAT) 5 % of ( G + H + I ) ₱87,019.30
K Total Unit Cost (G+H+I+J) ₱1,827,405.22
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description : Glass Works
Unit of Measurement : L.S. .
Output : 1 .
Designation No. of Person No. of Hours Hourly Rate Amount (PHP)
Labor
a. Installer 8 337.63 ₱93.75 ₱253,222.50
A b. Helper 8 337.63 ₱81.25 ₱219,459.50
c. Sealant Applicator 8 337.63 ₱75.00 ₱202,578.00
Sub-total for A ₱675,260.00
Name & Capacity No. of Units No. of Hours Hourly Rate Amount (PHP)
Equipment:
a. Minor Tools (10% of labor cost) 1 1.00 ₱67,526.00 ₱67,526.00
B
Sub-total for B ₱67,526.00
C Total (A+B) ₱742,786.00
D Output per hour 1.00
E Direct Unit Cost (Price per unit) ₱742,786.00
Name & Specification Unit Quantity Unit Cost Amount (PHP)
Materials
Railing with 12mm thk Clear Tempered Glass x 0.8m H ln.m 264.00 ₱1,008.00 ₱266,112.00
12mm thk Clear Tempered Glass Wall sq.m. 1,271.00 ₱6,800.00 ₱8,642,800.00
12mm thk Frosted Tempered Glass Wall sq.m. 318.00 ₱6,900.00 ₱2,194,200.00
F Light Blue Reflective Light Tempered Glass Curtain Wall
System sq.m. 1,112.00 ₱12,000.00 ₱13,344,000.00
Weather Srip ln.m 199.00 ₱1,230.00 ₱244,770.00
F
Silicone Sealant pc 478.00 ₱150.00 ₱71,700.00
Sub-total for F ₱24,763,582.00
G Direct Unit Cost (C+F) ₱25,506,368.00
H Overhead, Contigencies and Miscellaneous (OCM) 12.00 % of G ₱3,060,764.16
I Contractor's Profit (CP) 8.00 % of G ₱2,040,509.44
J Value Added Tax (VAT) 5 % of ( G + H + I ) ₱1,530,382.08
K Total Unit Cost (G+H+I+J) ₱32,138,023.68
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description : Septic Tank
Unit of Measurement : L.S. .
Output : 1 .
Designation No. of Person No. of Hours Hourly Rate Amount (PHP)
Labor
a. Foreman 1 150.00 ₱134.93 ₱20,239.50
A b. Skilled Labor 2 150.00 ₱97.64 ₱29,292.00
c. Unskilled Labor 3 150.00 ₱75.35 ₱33,907.50
Sub-total for A ₱83,439.00
Name & Capacity No. of Units No. of Hours Hourly Rate Amount (PHP)
Equipment:
a. Minor Tools (10% of labor cost) 1 1.00 ₱8,343.90 ₱8,343.90
B
Sub-total for B ₱8,343.90
C Total (A+B) ₱91,782.90
D Output per hour 1.00
E Direct Unit Cost (Price per unit) ₱91,782.90
Name & Specification Unit Quantity Unit Cost Amount (PHP)
Materials
GRAVEL G1 cu.m. 2.00 ₱620.00 ₱1,240.00
READY MIX CONCRETE 3000PSI @ 14 DAYS cu.m. 56.74 ₱7,035.00 ₱399,137.76
PVC Board (18mmx1.2mx2.44m) pc 30.00 ₱2,300.00 ₱69,000.00
Cocolumber (2''x3"x12) bdft 72.00 ₱35.00 ₱2,520.00
F
CWN Assorted kg 10.00 ₱80.00 ₱800.00
PVC PIPES (151mm D) PC 16.00 ₱1,971.00 ₱31,536.00
PVC TEE (151mm D) PC 20.00 ₱40.00 ₱800.00
150mm D Brass Clean Out PC 20.00 ₱343.00 ₱6,860.00
Sub-total for F ₱511,893.76
G Direct Unit Cost (C+F) ₱603,676.66
H Overhead, Contigencies and Miscellaneous (OCM) 12.00 % of G ₱72,441.20
I Contractor's Profit (CP) 8.00 % of G ₱48,294.13
J Value Added Tax (VAT) 5 % of ( G + H + I ) ₱36,220.60
K Total Unit Cost (G+H+I+J) ₱760,632.59
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description : Solar System
Unit of Measurement : L.S. .
Output : 1 .
Designation No. of Person No. of Hours Hourly Rate Amount (PHP)
Labor
a. Installer 2 65.00 ₱137.50 ₱17,875.00
A b. Helper 2 65.00 ₱97.64 ₱12,693.20
c. Technician 1 65.00 ₱145.00 ₱9,425.00
Sub-total for A ₱39,993.20
Name & Capacity No. of Units No. of Hours Hourly Rate Amount (PHP)
Equipment:
a. Minor Tools (10% of labor cost) 1 1.00 ₱3,999.32 ₱3,999.32
B
B
Sub-total for B ₱3,999.32
C Total (A+B) ₱43,992.52
D Output per hour 1.00
E Direct Unit Cost (Price per unit) ₱43,992.52
Name & Specification Unit Quantity Unit Cost Amount (PHP)
Materials
Deye SUN-30K-SG01HP3-EU-AM2 set 1.00 ₱250,708.80 ₱250,708.80
730W Monocrystaline Solar Panel set 29.00 ₱35,000.00 ₱1,015,000.00
F
Adjustable Mounting Bracket (10-15 deg) set 174.00 ₱650.00 ₱113,100.00
Consumables (5% Materials Cost) - 1.00 ₱68,940.44 ₱68,940.44
Sub-total for F ₱1,447,749.24
G Direct Unit Cost (C+F) ₱1,491,741.76
H Overhead, Contigencies and Miscellaneous (OCM) 12.00 % of G ₱179,009.01
I Contractor's Profit (CP) 8.00 % of G ₱119,339.34
J Value Added Tax (VAT) 5 % of ( G + H + I ) ₱89,504.51
K Total Unit Cost (G+H+I+J) ₱1,879,594.62
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description : Water Supply System
Unit of Measurement : L.S. .
Output : 1 .
Designation No. of Person No. of Hours Hourly Rate Amount (PHP)
Labor
a. Installer 2 65.00 ₱137.50 ₱17,875.00
A b. Helper 2 65.00 ₱97.64 ₱12,693.20
c. Technician 1 8.00 ₱250.00 ₱2,000.00
Sub-total for A ₱32,568.20
Name & Capacity No. of Units No. of Hours Hourly Rate Amount (PHP)
Equipment:
a. Minor Tools (10% of labor cost) 1 1.00 ₱3,256.82 ₱3,256.82
B
Sub-total for B ₱3,256.82
C Total (A+B) ₱35,825.02
D Output per hour 1.00
E Direct Unit Cost (Price per unit) ₱35,825.02
Name & Specification Unit Quantity Unit Cost Amount (PHP)
Materials
Stainless 20,000 L Water Tank set 2.00 ₱48,000.00 ₱96,000.00
2 HP Transfer Pump (Self-Priming) set 2.00 ₱83,000.00 ₱166,000.00
2 HP Control Box set 2.00 ₱11,900.00 ₱23,800.00
Gate Valve S-40 (65mm D) pc 4.00 ₱511.00 ₱2,044.00
Check Valve S-40 (65mm D) pc 1.00 ₱802.00 ₱802.00
F G.I. Pipe S-40 (65mm D) pc 7.00 ₱2,000.00 ₱14,000.00
G.I. Tee S-40 (65mm D) pc 2.00 ₱235.00 ₱470.00
G.I. 90 deg Elbow S-40 (65mm D) pc 7.00 ₱105.00 ₱735.00
G.I. Coupling S-40 (65mm D) pc 6.00 ₱105.00 ₱630.00
Float Valve - Stainless set 2.00 ₱1,146.00 ₱2,292.00
Consumables (1% Materials Cost) - 1.00 ₱3,067.73 ₱3,067.73
Sub-total for F ₱309,840.73
G Direct Unit Cost (C+F) ₱345,665.75
H Overhead, Contigencies and Miscellaneous (OCM) 12.00 % of G ₱41,479.89
I Contractor's Profit (CP) 8.00 % of G ₱27,653.26
J Value Added Tax (VAT) 5 % of ( G + H + I ) ₱20,739.95
K Total Unit Cost (G+H+I+J) ₱435,538.85
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description : Cistern tank
Unit of Measurement : L.S. .
Output : 1 .
Designation No. of Person No. of Hours Hourly Rate Amount (PHP)
Labor
a. Foreman 1 56.00 ₱134.93 ₱7,556.08
A b. Skilled Labor 2 56.00 ₱97.64 ₱10,935.68
c. Unskilled Labor 3 56.00 ₱75.35 ₱12,658.80
Sub-total for A ₱31,150.56
Name & Capacity No. of Units No. of Hours Hourly Rate Amount (PHP)
Equipment:
a. Minor Tools (10% of labor cost) 1 1.00 ₱3,115.06 ₱3,115.06
B
Sub-total for B ₱3,115.06
C Total (A+B) ₱34,265.62
D Output per hour 1.00
E Direct Unit Cost (Price per unit) ₱34,265.62
Name & Specification Unit Quantity Unit Cost Amount (PHP)
Materials
READY MIX CONCRETE 3000PSI @ 14 DAYS cu.m. 34.00 ₱7,035.00 ₱239,190.00
GRAVEL G1 cu.m. 7.00 ₱620.00 ₱4,340.00
25mm D Stainless Steel Ladder Rung pc 4.00 ₱1,800.00 ₱7,200.00
3-ply Membrane Waterproofing sqm 4.00 ₱511.00 ₱2,044.00
F
Stainless Steel Manhole cover set 2.00 ₱3,650.00 ₱7,300.00
100 mm HDPE Perforated Pipe PN20 m 23.00 ₱1,038.00 ₱23,874.00
Bituline Membrane roll 11.00 ₱2,500.00 ₱27,500.00
Cementitious Tanking Compound 16L pail 2.00 ₱6,870.00 ₱13,740.00
Sub-total for F ₱325,188.00
G Direct Unit Cost (C+F) ₱359,453.62
H Overhead, Contigencies and Miscellaneous (OCM) 12.00 % of G ₱43,134.43
I Contractor's Profit (CP) 8.00 % of G ₱28,756.29
J Value Added Tax (VAT) 5 % of ( G + H + I ) ₱21,567.22
K Total Unit Cost (G+H+I+J) ₱452,911.56
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description : Emergency Stair Fabrication
Unit of Measurement : L.S.
Output : 1 .
Designation No. of Person No. of Hours Hourly Rate Amount (PHP)
Labor
L.S. 50% of Materials - 240.00 ₱1.00 ₱2,711,609.93
A Sub-total for A ₱2,711,609.93 TO EDIT PA PRICE NITO, GINAG
Name & Capacity No. of Units No. of Hours Hourly Rate Amount (PHP)
Equipment:
a. H-Frame w/ Catwalk set 240.00 ₱6.50 ₱1,560.00
b. Minor Tools (1% of labor cost) 1 1.00 ₱27,116.10 ₱27,116.10
B Sub-total for B ₱28,676.10
C Total (A+B) ₱2,740,286.03
D Output per hour 1.00
E Direct Unit Cost (Price per unit) ₱2,740,286.03
Name & Specification Unit Quantity Unit Cost Amount (PHP)
Materials
Single Impeler Jet Pump set 1.00 ₱124,400.00 ₱124,400.00
Fire Hose Cabinet w/ Fire Extinguisher set 127.00 ₱15,500.00 ₱1,968,500.00
Fire Alarm Annunciator 6" D set 30.00 ₱1,400.00 ₱42,000.00
Sprinkler Head Nozzle set 486.00 ₱632.00 ₱307,152.00
Smoke Detector set 232.00 ₱950.00 ₱220,400.00
100mm x 50mm D G.I.Tee Sched 40 pc 4.00 ₱1,320.00 ₱5,280.00
100mm D G.I. Pipe Sched 40 pc 9.00 ₱3,900.00 ₱35,100.00
50mm D G.I. Pipe Sched 40 pc 127.00 ₱1,540.00 ₱195,580.00
25mm D G.I. Pipe Sched 40 pc 405.00 ₱650.00 ₱263,250.00
F
Fire Extinguising Agent Cylinder pc 42.00 ₱48,500.00 ₱2,037,000.00
4-Zone Control Panel set 36.00 ₱1,850.00 ₱66,600.00
Consumables (3% Materials Cost) - 1.00 ₱157,957.86 ₱157,957.86
F Sub-total for F ₱5,423,219.86
G Direct Unit Cost (C+F) ₱8,163,505.89
H Overhead, Contigencies and Miscellaneous (OCM) 12.00 % of G ₱979,620.71
I Contractor's Profit (CP) 8.00 % of G ₱653,080.47
J Value Added Tax (VAT) 5 % of ( G + H + I ) ₱489,810.35
K Total Unit Cost (G+H+I+J) ₱10,286,017.42
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description : Fire Protection Fabrication & Installation
Unit of Measurement : L.S.
Output : 1 .
Designation No. of Person No. of Hours Hourly Rate Amount (PHP)
Labor
L.S. 50& of Materials - 240.00 ₱1.00 ₱2,711,609.93
A Sub-total for A ₱2,711,609.93
Name & Capacity No. of Units No. of Hours Hourly Rate Amount (PHP)
Equipment:
a. H-Frame w/ Catwalk set 240.00 ₱6.50 ₱1,560.00
b. Minor Tools (1% of labor cost) 1 1.00 ₱27,116.10 ₱27,116.10
B Sub-total for B ₱28,676.10
C Total (A+B) ₱2,740,286.03
D Output per hour 1.00
E Direct Unit Cost (Price per unit) ₱2,740,286.03
Name & Specification Unit Quantity Unit Cost Amount (PHP)
Materials
Single Impeler Jet Pump set 1.00 ₱124,400.00 ₱124,400.00
Fire Hose Cabinet w/ Fire Extinguisher set 127.00 ₱15,500.00 ₱1,968,500.00
Fire Alarm Annunciator 6" D set 30.00 ₱1,400.00 ₱42,000.00
Sprinkler Head Nozzle set 486.00 ₱632.00 ₱307,152.00
Smoke Detector set 232.00 ₱950.00 ₱220,400.00
100mm x 50mm D G.I.Tee Sched 40 pc 4.00 ₱1,320.00 ₱5,280.00
100mm D G.I. Pipe Sched 40 pc 9.00 ₱3,900.00 ₱35,100.00
50mm D G.I. Pipe Sched 40 pc 127.00 ₱1,540.00 ₱195,580.00
25mm D G.I. Pipe Sched 40 pc 405.00 ₱650.00 ₱263,250.00
Fire Extinguising Agent Cylinder pc 42.00 ₱48,500.00 ₱2,037,000.00
4-Zone Control Panel set 36.00 ₱1,850.00 ₱66,600.00
Consumables (3% Materials Cost) - 1.00 ₱157,957.86 ₱157,957.86
F Sub-total for F ₱5,423,219.86
G Direct Unit Cost (C+F) ₱8,163,505.89
H Overhead, Contigencies and Miscellaneous (OCM) 12.00 % of G ₱979,620.71
I Contractor's Profit (CP) 8.00 % of G ₱653,080.47
J Value Added Tax (VAT) 5 % of ( G + H + I ) ₱489,810.35
K Total Unit Cost (G+H+I+J) ₱10,286,017.42
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description : Generator Set
Unit of Measurement : L.S. .
Output : 1 .
Designation No. of Person No. of Hours Hourly Rate Amount (PHP)
Labor
L.S. 8.00
A Sub-total for A L.S.
Name & Capacity No. of Units No. of Hours Hourly Rate Amount (PHP)
Equipment:
a. Truck Mounted Crane 1 3.00 ₱1,861.00 ₱5,583.00
B Sub-total for B ₱5,583.00
C Total (A+B) ₱5,583.00
D Output per hour 1.00
E Direct Unit Cost (Price per unit) L.S.
Name & Specification Unit Quantity Unit Cost Amount (PHP)
Materials
500 kVA 400V/230V 3-Phase 60-Hz set 1.00 ₱3,850,000.00 ₱3,850,000.00
F Sub-total for F ₱3,850,000.00
G Direct Unit Cost (C+F) ₱3,855,583.00
H Overhead, Contigencies and Miscellaneous (OCM) 12.00 % of G ₱462,669.96
I Contractor's Profit (CP) 8.00 % of G ₱308,446.64
J Value Added Tax (VAT) 5 % of ( G + H + I ) ₱231,334.98
K Total Unit Cost (G+H+I+J) ₱4,858,034.58
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description : Elevator Installation
Unit of Measurement : L.S. .
Output : 1 .
Designation No. of Person No. of Hours Hourly Rate Amount (PHP)
Labor
A
L.S. 288.00
Sub-total for A L.S.
Name & Capacity No. of Units No. of Hours Hourly Rate Amount (PHP)
Equipment:
B
Sub-total for B L.S.
C Total (A+B) L.S.
D Output per hour 1.00
E Direct Unit Cost (Price per unit) L.S.
Name & Specification Unit Quantity Unit Cost Amount (PHP)
Materials
Dual-Opening 4-stop Elevator (Machine-Room Less) set 2.00 ₱4,000,000.00 ₱8,000,000.00
F
Dumb Waiter set 1.00 ₱1,500,000.00 ₱1,500,000.00
Sub-total for F ₱9,500,000.00
G Direct Unit Cost (C+F) ₱9,500,000.00
H Overhead, Contigencies and Miscellaneous (OCM) 12.00 % of G ₱1,140,000.00
I Contractor's Profit (CP) 8.00 % of G ₱760,000.00
J Value Added Tax (VAT) 5 % of ( G + H + I ) ₱570,000.00
K Total Unit Cost (G+H+I+J) ₱11,970,000.00
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description : Demobilization
Unit of Measurement : L.S.
Output : 1
Item Unit Quantity Unit Cost Amount (PHP)
a. Truck Mounted Crane Trip 1.00 ₱7,500.00 ₱7,500.00
b. Excavator Trip 2.00 ₱25,000.00 ₱50,000.00
A
c. Dump truck Trip 1.00 ₱7,500.00 ₱7,500.00
d. Manpower Person 75.00 ₱1,000.00 ₱75,000.00
Sub-total for A ₱140,000.00
Name & Capacity No. of Units No. of Hours Hourly Rate Amount (PHP)
Labor
a. Foreman 1 16.00 ₱134.93 ₱2,158.88
B
b. Unskilled Labor 6 16.00 ₱75.35 ₱7,233.60
Sub-total for B ₱9,392.48
Name & Capacity No. of Units No. of Hours Hourly Rate Amount (PHP)
C
Equipment:
C a. Minor Tools (10% of labor cost) 1 1.00 ₱939.25 ₱939.25
Sub-total for C ₱939.25
D Total (A+B+C) ₱150,331.73
E Output per hour (unit) 1
F Direct Unit Cost (Price per unit) ₱150,331.73
Name & Specification Unit Quantity Unit Cost Amount (PHP)
Materials
G
Sub-total for G 0
H Direct Unit Cost (C+F) ₱150,331.73
I Overhead, Contigencies and Miscellaneous (OCM) 12.00 % of G ₱18,039.81
J Contractor's Profit (CP) 8.00 % of G ₱12,026.54
K Value Added Tax (VAT) 5 % of ( H + I + J ) ₱9,019.90
L Total Unit Cost ( H+I+J+K) ₱189,417.98
WBS
INITIATION PHASE
1. Mobilization
2. Clearing and grubbing
5. Site inspection
6. Termite control
STRUCTURAL
1. Structural Excavation
3. Gravel Bedding
cistern tank
Catch Basin
Septic Tank
GROUND FLOOR
Fabrication of Scaffolding
4. Rebar fabtrication for column and footing
5. Rebar installation for column and fooring
Fabrication of Formworks
Intallation of formworks
6. Concrete pouring for column and footing
Stripping of Works
2. backfilling and compaction
Rebar installation of slab on grade
Concrete pouring and curing of slab on grade
Second Floor
4. Rebar fabtrication for column
5. Rebar installation for column
Rebar fabrication for beams
Rebar installation for beams
Rebar installation for suspended slabs
Fabrication of Formworks
Installation of Formworks
Concrete pouring and curing of 2F Columns
Concrete pouring and curing of beams
Concrete pouring and curing suspended slabs
Stripping of Formworks
Third Floor
4. Rebar fabtrication for column
5. Rebar installation for column
Rebar fabrication for beams
Rebar installation for beams
Rebar installation for suspended slabs
Fabrication of Formworks
Installation of Formworks
Concrete pouring and curing of 2F Columns
Concrete pouring and curing of beams
Concrete pouring and curing suspended slabs
Stripping of Formworks
Fourth Floor
4. Rebar fabtrication for column
5. Rebar installation for column
Rebar fabrication for beams
Rebar installation for beams
Rebar installation for suspended slabs
Fabrication of Formworks
Installation of Formworks
Concrete pouring and curing of 2F Columns
Concrete pouring and curing of beams
Concrete pouring and curing suspended slabs
Stripping of Formworks
ROOOF DECK
Rebar fabrication for beams
Rebar installation for beams
Rebar installation for suspended slabs
Fabrication of Formworks
Installation of Formworks
Concrete pouring and curing of beams
Concrete pouring and curing suspended slabs
Stripping of Formworks
Plumbing and Electrical
Plumbing Roughing in
Electrical Roughing in
CHB Laying
Installation of Plumbing Fixtures
Waterproofing
Plastering
Panel Boads
Ceiling Works
Installation of Electrical Fixture
Installation of Doors
Installation of Windows
Tile Works
Painting Works
Stripping of Scaffolding
Ventilation Works
Fire Safety System
GRAVEL G1 cu.m. 96.82 ₱620.00
READY MIX cu.m. 200.81 ₱7,035.00
CONCRETE
3000PSI @ (18mmx
PVC Board 14 pc 865.00 ₱2,300.00
DAYS
Cocolumber (2''x3" bdft 649.00 ₱35.00
CWN Assorted kg 346.00 ₱80.00
97889.25
TO EDIT PA PRICE NITO, GINAGAWAN KO PA CAD BAGO ESTIMATE, PERO PWEDE NA GAMITIN YUNG DURATION Maria Erica Acuna
A01 MOBILIZATION -
A02 PROJECT BILLBOARD/SIGNBOARD ERECTION A01
A03 CLEARING & GRUBBING A01
A04 CONSTRUCTION OF FIELD OFFICE OF THE ENGINEE A01
A05 SITE SURVEYING A03
A06 SOIL GRADING A05
A07 CONSTRUCTION OF MANPOWER BARRACKS A01
A08 CONSTRUCTION OF TEMPORARY FABRICATION ARE A01
A09 STRUCTURAL EXCAVATION (FOUNDATION) A06
A10 PRE-CONSTRUCTION TERMITE SOIL TREATMENT (F A09
A11 FABRICATION OF REBAR FOR FOOTINGS A08
A12 FABRICATION OF REBAR FOR COLUMNS (FOUNDATI A11
A13 FABRICATION OF REBAR FOR GRADE BEAM A12
A14 FABRICATION OF FORMWORKS FOR FOOTINGS A01
A15 FABRICATION OF FORMWORKS FOR COLUMNS (FOU A14
A16 FABRICATION OF FORMWORK FOR GRADE BEAM A15
A17 GRAVEL BEDDING (FOUNDATION) A10
A18 INSTALLATION OF FORMWORKS FOR FOOTINGS A14, A17
A19 SCAFFOLDING ERECTION OF SUPPORT FOR COLUM A17
A20 INSTALLATION OF REBAR (FOOTING) A11, A18
A21 INSTALLATION OF REBAR FOR COLUMNS (FOUNDATI A12, A20
A22 CONCRETE POURING OF FOOTINGS A21
A23 STRIPPING OF FORMS OF FOOTINGS A22
A24 INSTALLATION OF FORMWORKS FOR COLUMNS (FO A15
A25 CONCRETE POURING OF COLUMNS (FOUNDATION) A23, A24
A26 STRIPPING OF FORMS OF COLUMNS (FOUNDATION) A25
A27 DISMANTLING OF SCAFFOLDING SUPPORT FOR CO A25
A28 BACKFILL AND COMPACTION (FOUNDATION) A26, A27
A29 EXCAVATION (CATCH BASIN, SEPTIC & CISTERN TAN A06
A30 PRE-CONSTRUCTION TERMITE SOIL TREATMENT (CA A29
A31 GRAVEL BEDDING (CATCH BASIN, SEPTIC & CISTERN A30
A32 CONSTRUCTION OF CATCH BASIN A31
A33 CONSTRUCTION OF SEPTIC TANK A31
A34 CONSTRUCTION OF CISTERN TANK A31
A35 PIPE LAYING OF CATCH BASIN A31
A36 TRENCH EXCAVATION (PLUMBING) A28
A37 GRAVEL BEDDING (PLUMBING) A36
A38 PIPE LAYING (PLUMBING) A37
A39 FABRICATION OF REBAR FOR COLUMNS (GROUND F A13
A40 FABRICATION OF FORMWORKS FOR COLUMNS (GRO A26
A41 TRENCHING EXCAVATION (GRADE BEAM) A28
A42 PRE-CONSTRUCTION TERMITE SOIL TREATMENT (G A41
A43 GRAVEL BEDDING (GRADE BEAM) A16, A42
A44 INSTALLATION OF FORMWORKS FOR GRADE BEAMS A16, A43
A45 INSTALLATION OF REBAR FOR GRADE BEAMS A13, A44
A46 CONCRETE POURING OF GRADE BEAMS A45
A47 STRIPPING OF FORMS OF GRADE BEAMS A46
A48 BACKFILL AND COMPACTION (GRADE BEAMS) A47
A49 INSTALLATION OF REBAR FOR COLUMNS (GROUND A39
A50 INSTALLATION OF FORMWORKS FOR COLUMNS (GR A40, A49
A51 CONCRETE POURING OF COLUMNS (GROUND FLOOR A50
A52 STRIPPING OF FORMS OF COLUMNS (GROUND FLOO A51
A53 SOIL COMPACTION OF SLAB ON GRADE A48
A54 PRE-CONSTRUCTION TERMITE SOIL TREATMENT (S A53
A55 GRAVEL BEDDING (SLAB ON GRADE) A54
A56 REBAR INSTALLATION FOR SLAB ON GRADE A55
A57 INSTALLATION OF FORMWORKS FOR SLAB ON GRAD A56
A58 PLUMBING ROUGH INS (GROUND FLOOR) A56, A57
A59 ELECTRICAL ROUGH INS (GROUND FLOOR) A56, A57
A60 CONCRETE POURING OF SLAB ON GRADE A58, A59
A61 STRIPPING OF FORMS OF SLAB ON GRADE A60
A62 DISMANTLING SCAFFOLDING OF SUPPORT FOR COL A60
A63 SCAFFOLDING ERECTION OF SUPPORT FOR SECON A62
A64 FABRICATION OF REBAR FOR BEAMS (SECOND FLOO A39
A65 FABRICATION OF REBAR FOR SUSPENDED SLAB (S A39
A66 FABRICATION OF REBAR FOR STAIRS (GF-2F) A64
A67 INSTALLATION OF REBAR OF BEAMS (SECOND FLOO A63, A64
A68 FABRICATION OF REBAR FOR COLUMNS (SECOND F A66
A69 FABRICATION OF FORMWORKS FOR BEAM (SECOND A40, A47, A52, A61
A70 INSTALLATION OF FORMS OF BEAMS ( SECOND FLO A67, A69
A71 FABRICATION OF FORMWORK FOR SUSPENDED SLA A40
A72 INSTALLATION OF FORMS OF SUSPENDED SLAB ( S A63, A71
A73 INSTALLATION OF REBAR OF SUSPENDED SLAB (S A65, A72
A74 FABRICATION OF FORMWORKS FOR STAIRS (GF-2F)A40, A47, A52, A61
A75 INSTALLATION OF FORMS OF STAIRS ( GF TO 2F) A72, A74
A76 INSTALLATION OF REBARS OF STAIRS ( GF TO 2F) A66, A75
A77 FABRICATION OF FORMWORKS FOR COLUMNS (SEC A69, A71, A74
A78 PLUMBING ROUGH INS (SECOND FLOOR) A72, A73
A79 ELECTRICAL ROUGH INS (SECOND FLOOR) A72, A73
A80 CONCRETING OF BEAMS, SLABS, AND STAIRS ( SEC
A72, A73, A76, A78, A79
A81 STRIPPING OF FORMS FOR BEAMS, SLABS, AND STA A80
A82 INSTALLATION OF REBARS FOR COLUMNS (SECOND A68
A83 INSTALLATION OF FORMS OF COLUMNS ( SECOND F A77, A82
A84 CONCRETING OF COLUMNS (SECOND FLOOR) A83
A85 STRIPPING OF FORMS OF COLUMNS (SECOND FLOO A84
A86 DISMANTLING OF SCAFFOLDING SUPPORT FOR SE A80
A87 SCAFFOLDING ERECTION OF SUPPORT FOR THIRD A86
A88 FABRICATION OF FORMWORKS FOR BEAM (THIRD F A81
A89 FABRICATION OF FORMWORK FOR SUSPENDED SLAB A81
A90 FABRICATION OF FORMWORKS FOR STAIRS (2F-3F) A81
A91 FABRICATION OF FORMWORKS FOR COLUMNS (THIR A85
A92 PLUMBING PIPES INSTALLATION (SECOND FLOOR) A86
A93 CHB LAYING (GROUND FLOOR) A86
A94 ELECTRICAL CONDUITS, UTILITY BOX, AND PANEL A86
A95 CABLE PULLING OF ELECTRICAL WIRES (GROUND F A94
A96 INSTALLATION OF FIRE PROTECTION SYSTEM (GRO A86
A97 INSTALLATION OF VENTILATION PIPES (GROUND FL A86
A98 INSTALLATION OF CURTAIN GLASS WALL (GROUND A86
A99 INSTALLATION OF GLASS RAILINGS (GROUND FLOOR A86
A100 INSTALLATION & FABRICATION OF EMERGENCY STAI A86
A101 UNDERDRAIN INSTALLATION (GROUND FLOOR) A86
A102 PLASTERING (GROUND FLOOR) A93
A103 WATERPROOFING (GROUND FLOOR) A102
A104 INSTALLATION OF WINDOWS (GROUND FLOOR) A93
A105 INSTALLATION OF GLASS DOORS (GROUND FLOOR) A93
A106 INSTALLATION OF DOORS (GROUND FLOOR) A93
A107 GRAVEL BEDDING (GROUND FLOOR - PLANT BOX) A121
A108 FABRICATION OF REBAR FOR BEAMS (THIRD FLOOR A68
A109 FABRICATION OF REBAR FOR SUSPENDED SLAB (TH A68
A110 INSTALLATION OF REBAR OF BEAMS (THIRD FLOOR) A87, A108
A111 FABRICATION OF REBAR FOR STAIRS (2F-3F) A108
A112 FABRICATION OF REBAR FOR COLUMNS (THIRD FLO A111
A113 INSTALLATION OF FORMS OF BEAMS (THIRD FLOOR) A88, A110
A114 INSTALLATION OF FORMS OF SUSPENDED SLAB ( TH A87, A89
A115 INSTALLATION OF REBAR OF SUSPENDED SLAB (TH A109, A114
A116 INSTALLATION OF FORMS OF STAIRS ( 2F TO 3F) A90, A114
A117 INSTALLATION OF REBARS OF STAIRS ( 2F TO 3F) A111, A116
A118 PLUMBING ROUGH INS (THIRD FLOOR) A114, A115
A119 ELECTRICAL ROUGH INS (THIRD FLOOR) A114, A115
A120 CONCRETING OF BEAMS, SLABS AND STAIRS A110,
(THIRD
A115, A117, A118, A119
A121 STRIPPING OF FORMS FOR BEAMS, SLABS AND STAI A120
A122 INSTALLATION OF REBARS FOR COLUMNS (THIRD F A112
A123 INSTALLATION OF FORMS OF COLUMNS ( THIRD FLO A91, A122
A124 CONCRETING OF COLUMNS (THIRD FLOOR) A123
A125 STRIPPING OF FORMS OF COLUMNS (THIRD FLOOR) A124
A126 DISMANTLING OF SCAFFOLDING SUPPORT FOR THI A120
A127 SCAFFOLDING ERECTION OF SUPPORT FOR FOURT A126
A128 FABRICATION OF FORMWORKS FOR BEAM (FOURTH A121
A129 FABRICATION OF FORMWORK FOR SUSPENDED SLAB A121
A130 FABRICATION OF FORMWORKS FOR STAIRS (3F-4F) A121
A131 FABRICATION OF FORMWORKS FOR COLUMNS (FOU A125
A132 PLUMBING PIPES INSTALLATION (THIRD FLOOR) A126
A133 CHB LAYING (SECOND FLOOR) A126
A134 ELECTRICAL CONDUITS AND UTILITY BOX (SECOND A126
A135 CABLE PULLING OF ELECTRICAL WIRES (SECOND F A134
A136 INSTALLATION OF FIRE PROTECTION SYSTEM (SECO A126
A137 INSTALLATION OF VENTILATION PIPES (SECOND FL A126
A138 INSTALLATION OF CURTAIN GLASS WALL (SECOND A126
A139 INSTALLATION OF GLASS RAILINGS (SECOND FLOOR A126
A140 INSTALLATION & FABRICATION OF EMERGENCY STAI A126
A141 PLASTERING (SECOND FLOOR) A133
A142 WATERPROOFING (SECOND FLOOR) A103, A141
A143 INSTALLATION OF WINDOWS (SECOND FLOOR) A141
A144 INSTALLATION OF GLASS DOORS (SECOND FLOOR) A133
A145 INSTALLATION OF DOORS (SECOND FLOOR) A133
A146 FABRICATION OF REBAR FOR BEAMS (FOURTH FLOO A112
A147 FABRICATION OF REBAR FOR SUSPENDED SLAB (F A112
A148 INSTALLATION OF REBAR OF BEAMS (FOURTH FLOO A127, A146
A149 INSTALLATION OF FORMS OF BEAMS (FOURTH FLO A128, A148
A150 FABRICATION OF REBAR FOR STAIRS (3F-4F) A146
A151 FABRICATION OF REBAR FOR COLUMNS (FOURTH F A150
A152 INSTALLATION OF FORMS OF SUSPENDED SLAB ( F A127, A129
A153 INSTALLATION OF REBAR OF SUSPENDED SLAB (F A147, A152
A154 INSTALLATION OF FORMS OF STAIRS ( 3F TO 4F) A130, A152
A155 INSTALLATION OF REBARS OF STAIRS ( 3F TO 4F) A150, A154
A156 PLUMBING ROUGH INS (FOURTH FLOOR) A152, A153
A157 ELECTRICAL ROUGH INS (FOURTH FLOOR) A152, A153
A158 CONCRETING OF BEAMS, SLABS AND STAIRS A149,
(FOURA152, A154, A156, A157
A159 STRIPPING OF FORMS FOR BEAMS, SLABS AND STAI A158
A160 INSTALLATION OF REBARS FOR COLUMNS (FOURTH A151
A161 INSTALLATION OF FORMS OF COLUMNS (FOURTH F A160, A131
A162 CONCRETING OF COLUMNS (FOURTH FLOOR) A161
A163 STRIPPING OF FORMS OF COLUMNS (FOURTH FLOO A162
A164 DISMANTLING OF SCAFFOLDING OF SUPPORT FOR A158
A165 SCAFFOLDING ERECTION OF SUPPORT FOR ROOF A164
A166 FABRICATION OF FORMWORKS FOR BEAM ROOF DE A159
A167 FABRICATION OF FORMWORK FOR SUSPENDED SLA A159
A168 FABRICATION OF FORMWORKS FOR STAIRS (4F-RD) A159
A169 FABRICATION OF FORMWORKS FOR COLUMNS ROOF A163
A170 PLUMBING PIPES INSTALLATION (FOURTH FLOOR) A164
A171 CHB LAYING (THIRD FLOOR) A164
A172 ELECTRICAL CONDUITS AND UTILITY BOX ( THIRD F A164
A173 CABLE PULLING OF ELECTRICAL WIRES (THIRD FLO A172
A174 INSTALLATION OF FIRE PROTECTION SYSTEM (THIRD A164
A175 INSTALLATION OF VENTILATION PIPES (THIRD FLOO A164
A176 INSTALLATION OF CURTAIN GLASS WALL (THIRD FL A164
A177 INSTALLATION OF GLASS RAILINGS (THIRD FLOOR) A164
A178 INSTALLATION & FABRICATION OF EMERGENCY STAIR A164
A179 PLASTERING (THIRD FLOOR) A164
A180 WATERPROOFING THIRD FLOOR A142, A179
A181 INSTALLATION OF WINDOWS THIRD FLOOR A171
A182 INSTALLATION OF GLASS DOORS (THIRD FLOOR) A171
A183 INSTALLATION OF DOORS (THIRD FLOOR) A171
A184 FABRICATION OF REBAR FOR BEAMS ROOF DECK F A151
A185 FABRICATION OF REBAR FOR SUSPENDED SLAB RO A151
A186 INSTALLATION OF REBAR OF BEAMS (ROOF DECK) A165, A184
A187 INSTALLATION OF FORMS OF BEAMS (ROOF DECK) A166, A186
A188 INSTALLATION OF FORMS OF SUSPENDED SLAB ( R A165, A167
A189 INSTALLATION OF REBAR OF SUSPENDED SLAB (RO A185, A188
A190 INSTALLATION OF FORMS OF STAIRS ( 4F TO RD) A168, A188
A191 FABRICATION OF REBAR FOR STAIRS (4F-RD) A184
A192 INSTALLATION OF REBARS OF STAIRS ( 4F TO RD) A190, A191
A193 FABRICATION OF REBAR FOR COLUMNS ROOF DECK A191
A194 PLUMBING ROUGH INS (ROOF DECK) A188, A189
A195 ELECTRICAL ROUGH INS (ROOF DECK) A188, A189
A196 CONCRETING OF BEAMS, SLABS AND STAIRS A187,
( ROOF
A189, A192, A194, A195
A197 STRIPPING OF FORMS FOR BEAMS, SLABS AND STA A196
A198 INSTALLATION OF REBARS FOR COLUMNS OF ROO A193
A199 INSTALLATION OF FORMS OF COLUMNS OF ROOF D A169, A198
A200 CONCRETING OF COLUMNS OF ROOF DECK A199
A201 STRIPPING OF FORMS OF COLUMNS OF ROOF DECK A200
A202 DISMANTLING OF SCAFFOLDING SUPPORT FOR ROO A196
A203 INSTALLATION OF SKYLIGHT A196
A204 INSTALLATION AND FABRICATION OF TRUSSES A201
A205 INSTALLATION OF ROOFINGS A201
A206 PLUMBING PIPES INSTALLATION (ROOF DECK) A202
A207 CHB LAYING (FOURTH FLOOR) A202
A208 INSTALLATION OF ELECTRICAL CONDUITS AND UTIL A202
A209 CABLE PULLING OF ELECTRICAL WIRES (FOURTH F A208
A210 INSTALLATION OF CURTAIN GLASS WALL (FOURTH F A202
A211 INSTALLATION OF GLASS RAILINGS (FOURTH FLOOR A202
A212 INSTALLATION & FABRICATION OF EMERGENCY STAI A202
A213 INSTALLATION OF FIRE PROTECTION SYSTEM (FOU A202
A214 INSTALLATION OF VENTILATION PIPES (FOURTH FLO A202
A215 INSTALLATION OF GLASS DOORS (FOURTH FLOOR) A207
A216 INSTALLATION OF DOORS (FOURTH FLOOR) A207
A217 INSTALLATION OF WINDOWS (FOURTH FLOOR) A207
A218 PLASTERING (FOURTH FLOOR) A207
A219 WATERPROOFING (FOURTH FLOOR) A218
A220 CHB LAYING (ROOF DECK) A196
A221 PLASTERING (ROOF DECK) A220
A222 WATERPROOFING (ROOF DECK) A221
A223 INSTALLATION OF FLOOR TILES ROOF DECK (ROUGH A222
A224 UNDERDRAIN PIPE LAYING A220
A225 GRAVEL BEDDING (ROOF DECK - PLANT BOX) A224
A226 SOIL FILLING OF PLANT BOX (VEGETATION) A225
A227 FORESTRATION ( VEGETATION) A226
A228 CEILING INSTALLATION WORKS (GROUND FLOOR)
A92, A95, A96, A97, A203, A222
A229 PAINT WORKS (GROUND FLOOR) A228
A230 INSTALLATION OF CIRCUIT BREAKER (GROUND FLOA95, A203, A222
A231 INSTALLATION OF ELECTRICAL FIXTURES (GROUND A95, A228
A232 INSTALLATION PLUMBING FIXTURES (GROUND FLO A203, A222
A233 INSTALLATION OF FLOOR TILES (GROUND FLOOR) A232
A234 INSTALLATION OF ACU ( GROUND FLOOR) A97, A203, A222
A235 INSTALLATION OF FIRE HOSE CABINET & EXTINGUS A96, A203, A222
A236 CEILING INSTALLATION WORKS (SECOND FLOOR)
A132, A136, A137, A173, A203, A222
A237 PAINT WORKS (SECOND FLOOR) A236
A238 INSTALLATION OF CIRCUIT BREAKER (SECOND FLOO A135, A203, A222
A239 INSTALLATION OF ELECTRICAL FIXTURES (SECOND A135, A236
A240 INSTALLATION PLUMBING FIXTURES (SECOND FLO A203
A241 INSTALLATION OF FLOOR TILES (SECOND FLOOR) A240
A242 INSTALLATION OF ACU ( SECOND FLOOR) A137, A203, A222
A243 INSTALLATION OF FIRE HOSE CABINET & EXTINGUSA136, A203, A222
A244 CEILING INSTALLATION WORKS (THIRD FLOOR)
A170, A173, A174, A175, A203, A222
A245 PAINT WORKS (THIRD FLOOR) A244
A246 INSTALLATION OF CIRCUIT BREAKER (THIRD FLOOR)A173, A203, A222
A247 INSTALLATION OF ELECTRICAL FIXTURES (THIRD FL A173, A244
A248 INSTALLATION PLUMBING FIXTURES (THIRD FLOOR)A132, A203, A222
A249 INSTALLATION OF FLOOR TILES (THIRD FLOOR) A248
A250 INSTALLATION OF ACU ( THIRD FLOOR) A175, A203, A222
A251 INSTALLATION OF FIRE HOSE CABINET & EXTINGUSA174, A203, A222
A252 CEILING INSTALLATION WORKS (FOURTH FLOOR) A203, A222, A244
A253 PAINT WORKS (FOURTH FLOOR & ROOF DECK) A252
A254 INSTALLATION OF CIRCUIT BREAKER (FOURTH FLOO A203, A209, A222
A255 INSTALLATION OF ELECTRICAL FIXTURES (FOURTH A209, A252
A256 INSTALLATION PLUMBING FIXTURES (FOURTH FLOO A170, A203, A222
A257 INSTALLATION OF FLOOR TILES (FOURTH FLOOR) A256
A258 INSTALLATION OF ACU ( FOURTH FLOOR) A203, A214, A222
A259 INSTALLATION OF FIRE HOSE CABINET & EXTINGUSA203, A213, A222
A260 INSTALLATION OF ACU CONDENSER A234, A242, A250, A258
A261 INSTALLATION OF TRANSFER PUMPS A233
A262 INSTALLATION OF FIRE PUMP A222
A263 INSTALLATION OF ELEVATOR TRACK RAILINGS A222
A264 INSTALLATION OF ELEVATOR CAB A263
A265 TERMINATION OF ELEVATOR SYSTEM A264
A266 INSTALLATION OF DUMBWAITER TRACK RAILINGS A222
A267 INSTALLATION OF DUMBWAITER CAB A266
A268 TERMINATION OF DUMBWAITER SYSTEM A267
A269 INSTALLATION OF GENERATOR SET A222
A270 INSTALLATION PANEL BOARD (GEN SET) A269
A271 TERMINATION OF GENERATOR SET A270
A272 FABRICATION & INSTALLATION OF SOLAR PANEL FR A222
A273 INSTALLATION OF SOLAR PANELS A272
A274 INSTALLATION OF INVERTER (SOLAR PANEL) A273
A275 TERMINATION OF SOLAR PANEL A274
A276 INSTALLATION OF OVERHEAD WATER TANK A222
A277 DEMOBILIZATION
ACTIVITIES PRED ID
- G01 MOBILIZATION G01 G02
G01 G03 CLEARING & GRUBBING G01 G04
G03 G05 SITE SURVEYING G01 G07
G05 G06 SOIL GRADING G01 G08
G06 S01 STRUCTURAL EXCAVATION (FOUNDATION) G08 F01
S01 S03 PRE-CONSTRUCTION TERMITE SOIL TREATMENT ( F01 F02
S03 S05 GRAVEL BEDDING (FOUNDATION) F02 F03
S05, F04 S07 INSTALATION OF FORMWORKS FOR FOOTINGS
S05 S08 SCAFFOLDING ERECTION OF SUPPORT FOR COLUM G06 S02
S07, F01 S09 INSTALLATION OF REBAR (FOOTING) S02 S04
S09, F02 S10 INSTALLATION OF REBAR FOR COLUMNS (FOUNDAT S04 S06
S10 S11 CONCRETE POURING OF FOOTINGS S06 S17
S11 S12 STRIPPING OF FORMS OF FOOTINGS S06 S18
F05 S13 INSTALLATION OF FORMWORKS FOR COLUMNS (F S06 S19
S12, S13 S14 CONCRETE POURING OF COLUMNS (FOUNDATION) S06 S20
S14 S15 STRIPPING OF FORMS OF COLUMNS (FOUNDATION)
S14 S16 DISMANTLING OF SCAFFOLDING SUPPORT FOR COLUMN REBARS
S15, S16 S21 BACKFILL AND COMPACTION (FOUNDATION)
S21 P01 TRENCH EXCAVATION (PLUMBING)
P01 P02 GRAVEL BEDDING (PLUMBING)
P02 P03 PIPE LAYING (PLUMBING)
S21 S22 TRENCHING EXCAVATION (GRADE BEAM)
S22 S23 PRE-CONSTRUCTION TERMITE SOIL TREATMENT (GRADE BEAM)
S23, F06 S24 GRAVEL BEDDING (GRADE BEAM)
S24, F06 S25 INSTALLATION OF FORMWORKS FOR GRADE BEAMS
S25 S26 INSTALLATION OF REBAR FOR GRADE BEAMS
S26 S27 CONCRETE POURING OF GRADE BEAMS
S27 S28 STRIPPING OF FORMS OF GRADE BEAMS
S28 S29 BACKFILL AND COMPACTION (GRADE BEAMS)
F07 S30 INSTALLATION OF REBAR FOR COLUMNS (GROUND FLOOR)
S30, F08 S31 INSTALLATION OF FORMWORKS FOR COLUMNS (GROUND FLOOR)
S31 S32 CONCRETE POURING OF COLUMNS (GROUND FLOOR)
S32 S33 STRIPPING OF FORMS OF COLUMNS (GROUND FLOOR)
S29 S34 SOIL COMPACTION OF SLAB ON GRADE
S34 S35 PRE-CONSTRUCTION TERMITE SOIL TREATMENT (SLAB ON GRADE)
S35 S36 GRAVEL BEDDING (SLAB ON GRADE)
S36 S37 REBAR INSTALLATION FOR SLAB ON GRADE S37, S38 P04
S37 S38 INSTALLATION OF FORMWORKS FOR SLAB ON GRA S37, S38 E01
P04, E01 S39 CONCRETE POURING OF SLAB ON GRADE
S39 S40 STRIPPING OF FORMS OF SLAB ON GRADE
S39 S41 DISMANTLING SCAFFOLDING OF SUPPORT FOR COLUMN (GROUND FLOOR)
S41 S42 SCAFFOLDING ERECTION OF SUPPORT FOR SECOND FLOOR
S42, F09 S43 INSTALLATION OF REBAR OF BEAMS (SECOND FLOOR)
S43,F13 S44 INSTALLATION OF FORMS OF BEAMS ( SECOND FLOOR)
S42, F14 S45 INSTALLATION OF FORMS OF SUSPENDED SLAB ( SECOND FLOOR)
S45, F10 S46 INSTALLATION OF REBAR OF SUSPENDED SLAB (SECOND FLOOR)
S45, F15 S47 INSTALLATION OF FORMS OF STAIRS ( GF TO 2F)
S47, F11 S48 INSTALLATION OF REBARS OF STAIRS ( GF TO 2F)
S45, S46 P05 PLUMBING ROUGH INS (SECOND FLOOR
S45, S46 E02 ELECTRICAL ROUGH INS (SECOND FLOOR)
S45, S46, S48, P05, E02
S49 CONCRETING OF BEAMS, SLABS AND STAIRS ( SECOND FLOOR)
S49 S50 STRIPPING OF FORMS FOR BEAMS, SLABS AND STAIRS(SECOND FLOOR)
F12 S51 INSTALLATION OF REBARS FOR COLUMNS (SECOND FLOOR)
S51, F16 S52 INSTALLATION OF FORMS OF COLUMNS ( SECOND FLOOR)
S52 S53 CONCRETING OF COLUMNS (SECOND FLOOR)
S53 S54 STRIPPING OF FORMS OF COLUMNS (SECOND FLOOR)
S49 S55 DISMANTLING OF SCAFFOLDING SUPPORT FOR SECOND FLOOR
S55 S57 SCAFFOLDING ERECTION OF SUPPORT FOR ROOF S55 P06
S57 S58 INSTALLATION OF REBAR FOR ROOF BEAM S55 S56
S58 S59 INSTALLATION OF FORMS FOR ROOF BEAM S55 E03
S59 S60 CONCRETING OF ROOF BEAM E03 E04
S60 S61 STRIPPING OF FORMS ROOF BEAM S55 M01
S61, F19 S62 INTALLLATION OF FABRICATED TRUSSES S55 M02
S62 S63 INSTALLATION OF PURLINS S56 A01
S63 S64 TRUSS PAINT WORKS A01 A02
S64 S65 INSTALLATION OF ROOFING
S65 S66 DISMANTLING OF SCAFFOLDING SUPPORT FOR ROOF BEAM
P06, E04, M01, M02A15 CEILING INSTALLATION WORKS (GROUND FLOOR)
A15 A16 PAINT WORKS (GROUND FLOOR)
A14, E04 E07 INSTALLATION OF CIRCUIT BREAKER (GROUND FLO S66 S67
A14, E04 E08 INSTALLATION OF ELECTRICAL FIXTURES (GROUND S66 E05
A14, P04 P09 INSTALLATION PLUMBING FIXTURES GROUND FLO E05 E06
P09 A17 INSTALLATION OF FLOOR TILES GROUND FLOOR S66 M03
A14, M02 M05 INSTALLATION OF ACU ( GROUND FLOOR) S66 M04
A14, M01 M06 INSTALLATION OF FIRE HOSE CABINET & EXTINGUS S67 A08
E06, M03, M04 A18 CEILING INSTALLATION WORKS SECOND FLOOR A08 A09
A15 A19 PAINT WORKS (SECOND FLOOR)
E08 E09 INSTALLATION OF CIRCUIT BREAKER SECOND FLOOR
E08 E10 INSTALLATION OF ELECTRICAL FIXTURES SECOND F E09, E07 E11
A14, P06 P10 INSTALLATION PLUMBING FIXTURES SECOND FLO E11 E12
P10 A20 INSTALLATION OF FLOOR TILES SECOND FLOOR E12 E13
A14, M04 M07 INSTALLATION OF ACU ( SECOND FLOOR) M06, M08 M10
A14, M03 M08 INSTALLATION OF FIRE HOSE CABINET & EXTINGUSHER CYLINDER ( SECOND FLOOR)
M05, M07 M09 INSTALLATION OF ACU CONDENSER
ACITIVITIES
PROJECT BILLBOARD/SIGNBOARD ERECTION
CONSTRUCTION OF FIELD OFFICE OF THE ENGINEER
CONSTRUCTION OF MANPOWER BARRACKS
CONSTRUCTION OF TEMPORARY FABRICATION AREA
FABRICATION OF REBAR FOR FOOTINGS
FABRICATION OF REBAR FOR COLUMNS (FOUNDATION)
FABRICATION OF REBAR FOR GRADE BEAM
EXCAVATION (CATCH BASIN, SEPTIC & CISTERN TANK)
PRE-CONSTRUCTION TERMITE SOIL TREATMENT (CATCH BASIN, SEPTIC & CISTERN TANK)
GRAVEL BEDDING (CATCH BASIN, SEPTIC & CISTERN TANK)
CONSTRUCTION OF CATCH BASIN
CONSTRUCTION OF SEPTIC TANK
CONSTRUCTION OF CISTERN TANK
PIPE LAYING OF CATCH BASIN
PLUMBING ROUGH INS (GROUND FLOOR)
ELECTRICAL ROUGH INS (GROUND FLOOR)
ND FLOOR)
PLUMBING PIPES INSTALLATION SECOND FLOOR
CHB LAYING (GROUND FLOOR)
ELECTRICAL CONDUITS, UTILITY BOX AND PANEL BOARD INSTALLATION (GROUND FLOOR)
CABLE PULLING OF ELECTRICAL WIRES (GROUND FLOOR)
INSTALLATION OF FIRE PROTECTION SYSTEM (GROUND FLOOR)
INSTALLATION OF VENTILATION PIPES (GROUND FLOOR)
PLASTERING (GROUND FLOOR)
WATERPROOFING (GROUND FLOOR) S56 A03
S55 A04
S55 A05
S56 A06
S56 A07
CHB LAYING (SECOND FLOOR)
ELECTRICAL CONDUITS AND UTILITY BOX (SECOND FLOOR)
CABLE PULLING OF ELECTRICAL WIRES (SECOND FLOOR)
INSTALLATION OF FIRE PROTECTION SYSTEM (SECOND FLOOR)
INSTALLATION OF VENTILATION PIPES (SECOND FLOOR)
PLASTERING (SECOND FLOOR)
WATERPROOFING SECOND FLOOR S67 A10
S66 A11
S66 A12
INSTALLATION OF GENERAOR SET S67 A13
INSTALLATION PANEL BOARD ( GEN SET) S67 A14
TERMINATION OF GENERATOR SET S55 S68
INSTALLATION OF FIRE PUMP
R ( SECOND FLOOR)
ACITIVITIES
G01 F04
F04 F05
F05 F06
F03 F07
S15 F08
F07 F09
F07 F10
F10 F11
F11 F12
S28 F13
F13 F14
F14 F15
S33 F16
F12 F17
S50 F18
F18 F19
INSTALLATION OF WINDOWS (GROUND FLOOR)
INSTALLATION OF CURTAIN GLASS WALL GROUND FLOOR
INSTALLATION OF GLASS RAILINGS GROUND FLOOR
INSTALLATION OF GLASS DOORS GROUND FLOOR
INSTALLATION OF DOORS GROUND FLOOR
INSTALLATION OF WINDOWS SECOND FLOOR
INSTALLATION OF CURTAIN GLASS WALL SECOND FLOOR
INSTALLATION OF GLASS RAILINGS SECOND FLOOR
INSTALLATION OF GLASS DOORS SECOND FLOOR
INSTALLATION OF DOORS SECOND FLOOR
INSTALLATION & FABRICATION OF EMERGENCY STAIR RAILINGS (SECOND FLR)
ACTIVITIES
FABRICATION OF FORMWORKS FOR FOOTINGS
FABRICATION OF FORMWORKS FOR COLUMNS (FOUNDATION)
FABRICATION OF FORMWORK FOR GRADE BEAM
FABRICATION OF REBAR FOR COLUMNS GROUND FLOOR
FABRICATION OF FORMWORKS FOR COLUMNS GROUND FLOOR
FABRICATION OF REBAR FOR BEAMS SECOND FLOOR
FABRICATION OF REBAR FOR SUSPENDED SLAB SECOND FLOOR
FABRICATION OF REBAR FOR STAIRS (GF-2F)
FABRICATION OF REBAR FOR COLUMNS SECOND FLOOR
FABRICATION OF FORMWORKS FOR BEAM SECOND FLOOR
FABRICATION OF FORMWORK FOR SUSPENDED SLAB SECOND FLOOR
FABRICATION OF FORMWORKS FOR STAIRS (GF-2F)
FABRICATION OF FORMWORKS FOR COLUMNS SECOND FLOOR
FABRICATION OF REBAR FOR ROOF BEAM
FABRICATION OF FORMWORKS FOR ROOF BEAM
FABRICATION OF TRUSSES
PRED ID ACTIVITIES PRED ID
- G01 MOBILIZATION G01 G02
G01 G03 CLEARING & GRUBBING G01 G04
G03 G05 SITE SURVEYING G01 G07
G05 G06 SOIL GRADING G01 G08
G06 S01 STRUCTURAL EXCAVATION (FOUNDATION) G08 F01
S01 S03 PRE-CONSTRUCTION TERMITE SOIL TREATMENT (FOUNDATION) F01 F02
S03 S05 GRAVEL BEDDING (FOUNDATION) F02 F03
S05, F04 S07 INSTALATION OF FORMWORKS FOR FOOTINGS
S05 S08 SCAFFOLDING ERECTION OF SUPPORT FOR COLUMN REBARS G06 S02
S07, F01 S09 INSTALLATION OF REBAR (FOOTING) S02 S04
S09, F02 S10 INSTALLATION OF REBAR FOR COLUMNS (FOUNDATION) S04 S06
S10 S11 CONCRETE POURING OF FOOTINGS S06 S17
S11 S12 STRIPPING OF FORMS OF FOOTINGS S06 S18
F05 S13 INSTALLATION OF FORMWORKS FOR COLUMNS (FOUNDATION) S06 S19
S12, S13 S14 CONCRETE POURING OF COLUMNS (FOUNDATION) S06 S20
S14 S15 STRIPPING OF FORMS OF COLUMNS (FOUNDATION)
S14 S16 DISMANTLING OF SCAFFOLDING SUPPORT FOR COLUMN REBARS
S15, S16 S21 BACKFILL AND COMPACTION (FOUNDATION)
S21 P01 TRENCH EXCAVATION (PLUMBING)
P01 P02 GRAVEL BEDDING (PLUMBING)
P02 P03 PIPE LAYING (PLUMBING)
S21 S22 TRENCHING EXCAVATION (GRADE BEAM)
S22 S23 PRE-CONSTRUCTION TERMITE SOIL TREATMENT (GRADE BEAM)
S23, F06 S24 GRAVEL BEDDING (GRADE BEAM)
S24, F06 S25 INSTALLATION OF FORMWORKS FOR GRADE BEAMS
S25 S26 INSTALLATION OF REBAR FOR GRADE BEAMS
S26 S27 CONCRETE POURING OF GRADE BEAMS
S27 S28 STRIPPING OF FORMS OF GRADE BEAMS
S28 S29 BACKFILL AND COMPACTION (GRADE BEAMS)
F07 S30 INSTALLATION OF REBAR FOR COLUMNS (GROUND FLOOR)
S30, F08 S31 INSTALLATION OF FORMWORKS FOR COLUMNS (GROUND FLOOR)
S31 S32 CONCRETE POURING OF COLUMNS (GROUND FLOOR) S37, S38 P04
S32 S33 STRIPPING OF FORMS OF COLUMNS (GROUND FLOOR) S37, S38 E01
S41 S42 SCAFFOLDING ERECTION OF SUPPORT FOR MEZZANINE LEVEL
S42, F09 S43 INSTALLATION OF REBAR OF BEAMS (MEZZANINE LEVEL)
S43,F13 S44 INSTALLATION OF FORMS OF BEAMS ( MEZZANINE LEVEL)
S42, F14 S45 INSTALLATION OF FORMS OF SUSPENDED SLAB (MEZZANINE LEVEL)
S45, F10 S46 INSTALLATION OF REBAR OF SUSPENDED SLAB (MEZZANINE LEVEL)
S45, F15 S47 INSTALLATION OF FORMS OF BLEACHERS
S47, F11 S48 INSTALLATION OF REBARS OF BLEACHERS
S45, S46, S48, P05, E02S49 CONCRETING OF BEAMS, SLABS AND BLEACHERS (MEZZANINE LEVEL)
S49 S50 STRIPPING OF FORMS FOR BEAMS, SLABS AND BLEACHERS (MEZZANINE LEVEL)
F12 S51 INSTALLATION OF REBARS FOR COLUMNS (MEZZANINE LEVEL)
S51, F16 S52 INSTALLATION OF FORMS OF COLUMNS ( MEZZANINE LEVEL)
S52 S53 CONCRETING OF COLUMNS (MEZZANINE LEVEL)
S53 S54 STRIPPING OF FORMS OF COLUMNS (MEZZANINE LEVEL)
S55 S57 SCAFFOLDING ERECTION OF SUPPORT FOR ROOF BEAM
S57 S58 INSTALLATION OF REBAR FOR ROOF BEAM S55 S56
S58 S59 INSTALLATION OF FORMS FOR ROOF BEAM S55 E03
S59 S60 CONCRETING OF ROOF BEAM E03 E04
S60 S61 STRIPPING OF FORMS ROOF BEAM S55 M01
S61 S62 INTALLLATION OF FABRICATED TRUSSES S55 M02
S62 S63 INSTALLATION OF PURLINS S56 A01
S63 S64 TRUSS PAINT WORKS A01 A02
S64 S65 INSTALLATION OF ROOFING
ELECTRICAL CONDUITS AND UTILITY BOX (CEILING LEVEL)
CABLE PULLING OF ELECTRICAL WIRES (CEILING LEVEL)
INSTALLATION OF FIRE PROTECTION SYSTEM (CEILING LEVEL)
S65 S66 DISMANTLING OF SCAFFOLDING FOR ROOF BEAM LEVEL
CHB LAYING (MEZZANINE LEVEL)
ELECTRICAL CONDUITS AND UTILITY BOX (MEZZANINE LEVEL)
CABLE PULLING OF ELECTRICAL WIRES (MEZZANINE LEVEL)
INSTALLATION OF FIRE PROTECTION SYSTEM (MEZZANINE LEVEL)
INSTALLATION OF VENTILATION PIPES (MEZZANINE LEVEL)
PLASTERING (MEZZANINE LEVEL)
WATERPROOFING MEZZANINE LEVEL
S67 A10 INSTALLATION OF WINDOWS MEZZANINE LEVEL
S66 A11 INSTALLATION OF CURTAIN GLASS WALL MEZZANINE LEVEL
A15 A19 PAINT WORKS (MEZZANINE LEVEL) S67 A14
DISMANTLING OF SCAFFOLDING
SOIL COMPACTION OF SLAB ON GRADE
PRE-CONSTRUCTION TERMITE SOIL TREATMENT (SLAB ON GRADE)
GRAVEL BEDDING (SLAB ON GRADE)
REBAR INSTALLATION FOR SLAB ON GRADE
INSTALLATION OF FORMWORKS FOR SLAB ON GRADE
CONCRETE POURING OF SLAB ON GRADE
STRIPPING OF FORMS OF SLAB ON GRADE
P06, E04, M01, M02 A15 CEILING INSTALLATION WORKS (GROUND FLOOR) S67 A14
A15 A16 PAINT WORKS (GROUND FLOOR)
A14, E04 E07 INSTALLATION OF CIRCUIT BREAKER (GROUND FLOOR) S66 S67
A14, E04 E08 INSTALLATION OF ELECTRICAL FIXTURES (GROUND FLOOOR) S66 E05
A14, P04 P09 INSTALLATION PLUMBING FIXTURES GROUND FLOOR E05 E06
P09 A17 INSTALLATION OF FLOOR TILES GROUND FLOOR S66 M03
A14, M02 M05 INSTALLATION OF ACU ( GROUND FLOOR) S66 M04
A14, M01 M06 INSTALLATION OF FIRE HOSE CABINET & EXTINGUSHER CYLINDER ( GROUND FLOOR) S67 A08
E06, M03, M04 A18 CEILING INSTALLATION WORKS SECOND FLOOR A08 A09
E08 E09 INSTALLATION OF CIRCUIT BREAKER SECOND FLOOR
E08 E10 INSTALLATION OF ELECTRICAL FIXTURES SECOND FLOOR
A14, P06 P10 INSTALLATION PLUMBING FIXTURES SECOND FLOROR
P10 A20 INSTALLATION OF FLOOR TILES SECOND FLOOR
A14, M04 M07 INSTALLATION OF ACU ( SECOND FLOOR) M06, M08 M10
A14, M03 M08 INSTALLATION OF FIRE HOSE CABINET & EXTINGUSHER CYLINDER ( SECOND FLOOR)
M05, M07 M09 INSTALLATION OF ACU CONDENSER
ACITIVITIES
PROJECT BILLBOARD/SIGNBOARD ERECTION
CONSTRUCTION OF FIELD OFFICE OF THE ENGINEER
CONSTRUCTION OF MANPOWER BARRACKS
CONSTRUCTION OF TEMPORARY FABRICATION AREA
FABRICATION OF REBAR FOR FOOTINGS
FABRICATION OF REBAR FOR COLUMNS (FOUNDATION)
FABRICATION OF REBAR FOR GRADE BEAM
EXCAVATION (CATCH BASIN, SEPTIC & CISTERN TANK)
PRE-CONSTRUCTION TERMITE SOIL TREATMENT (CATCH BASIN, SEPTIC & CISTERN TANK)
GRAVEL BEDDING (CATCH BASIN, SEPTIC & CISTERN TANK)
CONSTRUCTION OF CATCH BASIN
CONSTRUCTION OF SEPTIC TANK
CONSTRUCTION OF CISTERN TANK
PIPE LAYING OF CATCH BASIN
PLUMBING ROUGH INS (GROUND FLOOR)
ELECTRICAL ROUGH INS (GROUND FLOOR)
CHB LAYING (GROUND FLOOR) S56 A03
ELECTRICAL CONDUITS, UTILITY BOX AND PANEL BOARD INSTALLATION (GROUND FLOOR) S55 A04
CABLE PULLING OF ELECTRICAL WIRES (GROUND FLOOR) S55 A05
INSTALLATION OF FIRE PROTECTION SYSTEM (GROUND FLOOR) S56 A06
INSTALLATION OF VENTILATION PIPES (GROUND FLOOR) S56 A07
PLASTERING (GROUND FLOOR)
WATERPROOFING (GROUND FLOOR)
INSTALLATION OF DOORS MEZZANINE
INSTALLATION OF FIRE PUMP
ACITIVITIES
G01 F04
F04 F05
F05 F06
F03 F07
S15 F08
F07 F09
F07 F10
F10 F11
F11 F12
S28 F13
F13 F14
F14 F15
S33 F16
F12 F17
INSTALLATION OF WINDOWS (GROUND FLOOR) S50 F18
INSTALLATION OF CURTAIN GLASS WALL GROUND FLOOR F19
INSTALLATION OF GLASS RAILINGS GROUND FLOOR
INSTALLATION OF GLASS DOORS GROUND FLOOR
INSTALLATION OF DOORS GROUND FLOOR
INSTALLATION OF DOORS MEZZANINE
ACTIVITIES
FABRICATION OF FORMWORKS FOR FOOTINGS
FABRICATION OF FORMWORKS FOR COLUMNS (FOUNDATION)
FABRICATION OF FORMWORK FOR GRADE BEAM
FABRICATION OF REBAR FOR COLUMNS GROUND FLOOR
FABRICATION OF FORMWORKS FOR COLUMNS GROUND FLOOR
FABRICATION OF REBAR FOR BEAMS SECOND FLOOR
FABRICATION OF REBAR FOR SUSPENDED SLAB SECOND FLOOR
FABRICATION OF REBAR FOR STAIRS (GF-2F)
FABRICATION OF REBAR FOR COLUMNS SECOND FLOOR
FABRICATION OF FORMWORKS FOR BEAM SECOND FLOOR
FABRICATION OF FORMWORK FOR SUSPENDED SLAB SECOND FLOOR
FABRICATION OF FORMWORKS FOR STAIRS (GF-2F)
FABRICATION OF FORMWORKS FOR COLUMNS SECOND FLOOR
FABRICATION OF REBAR FOR ROOF BEAM
FABRICATION OF FORMWORKS FOR ROOF BEAM
FABRICATION OF TRUSSES
ID Activities Predecessor
A01 G01 MOBILIZATION
A02 G02 PROJECT BILLBOARD/SIGN A01
A03 G03 CLEARING & GRUBBING A01
A04 G04 CONSTRUCTION OF FIELD O A02
A05 G05 SITE SURVEYING A03
A06 G06 SOIL GRADING A05
A07 G07 CONSTRUCTION OF MANP A01
A08 G08 CONSTRUCTION OF TEMPO A01
A09 S01 STRUCTURAL EXCAVATIONA04, A06, A07
A10 S03 PRE-CONSTRUCTION TERMI A09
A11 F01 FABRICATION OF REBAR F A08
A12 F02 FABRICATION OF REBAR F A11
A13 F03 FABRICATION OF REBAR F A12
A14 F04 FABRICATION OF FORMWO A01
A15 F05 FABRICATION OF FORMWO A14
A16 F06 FABRICATION OF FORMWO A15
A17 S05 GRAVEL BEDDING (FOUNDA A10
A18 S02 EXCAVATION (CATCH BASIN, A06
A19 S04 PRE-CONSTRUCTION TERMIT A18
A20 S06 GRAVEL BEDDING (CATCH BA A19
A21 S07 INSTALATION OF FORMWO A14, A17
A22 S08 SCAFFOLDING ERECTION O A17
A23 S09 INSTALLATION OF REBAR ( A11, A21
A24 S10 INSTALLATION OF REBAR A12, A23
A25 S11 CONCRETE POURING OF F A24
A26 S12 STRIPPING OF FORMS OF A25
A27 S13 INSTALLATION OF FORMW A15
A28 S14 CONCRETE POURING OF C A26, A27
A29 S15 STRIPPING OF FORMS OF A28
A30 S16 DISMANTLING OF SCAFFOL A28
A31 S17 CONSTRUCTION OF CATCH A20
A32 S18 CONSTRUCTION OF SEPTIC A20
A33 S19 CONSTRUCTION OF CISTER A20
A34 S20 PIPE LAYING OF CATCH BAS A20
A35 S21 BACKFILL AND COMPACTIO A29, A30
A36 F07 FABRICATION OF REBAR A13
A37 F08 FABRICATION OF FORMWO A29
A38 P01 TRENCH EXCAVATION (PLU A35
A39 P02 GRAVEL BEDDING (PLUMBI A38
A40 P03 PIPE LAYING (PLUMBING) A39
A41 S22 TRENCHING EXCAVATION ( A40
A42 S23 PRE-CONSTRUCTION TERMI A41
A43 S24 GRAVEL BEDDING (GRADE A16, A42
A44 S25 INSTALLATION OF FORMW A43
A45 S26 INSTALLATION OF REBAR A44
A46 S27 CONCRETE POURING OF G A45
A47 S28 STRIPPING OF FORMS OF A46
A48 S29 BACKFILL AND COMPACTIO A47
A49 S30 INSTALLATION OF REBAR A36
A50 S31 INSTALLATION OF FORMW A37, A49
A51 S32 CONCRETE POURING OF C A50
A52 S33 STRIPPING OF FORMS OF A51
A53 S34 SOIL COMPACTION OF SLA A48
A54 S35 PRE-CONSTRUCTION TERMIT A53
A55 S36 GRAVEL BEDDING (SLAB O A54
A56 S37 REBAR INSTALLATION FOR A55
A57 S38 INSTALLATION OF FORMWO A56
A58 P04 PLUMBING ROUGH INS (G A56, A57
A59 E01 ELECTRICAL ROUGH INS ( A56, A57
A60 S39 CONCRETE POURING OF SL A58, A59
A61 S40 STRIPPING OF FORMS OF S A60
A62 S41 DISMANTLING SCAFFOLDIN A60
A63 S42 SCAFFOLDING ERECTION O A61, A62
A64 F09 FABRICATION OF REBAR F A36
A65 F10 FABRICATION OF REBAR F A36
A66 F11 FABRICATION OF REBAR FOR A65
A67 F12 FABRICATION OF REBAR F A66
A68 F13 FABRICATION OF FORMWO A47
A69 F14 FABRICATION OF FORMWO A68
A70 F15 FABRICATION OF FORMWORK A69
A71 F16 FABRICATION OF FORMWO A52
A72 S43 INSTALLATION OF REBAR A63, A64
A73 S44 INSTALLATION OF FORMS O A68, A72
A74 S45 INSTALLATION OF FORMS O A63, A69
A75 S46 INSTALLATION OF REBAR A65, A74
A76 S47 INSTALLATION OF FORMS OFA70, A74
A77 S48 INSTALLATION OF REBARS O A66, A76
A78 P05 PLUMBING ROUGH INS (SE A75
A79 E02 ELECTRICAL ROUGH INS (S A75
A80 S49 CONCRETING OF BEAMS, SLA77, A78, A79
A81 S50 STRIPPING OF FORMS FOR A80
A82 S51 INSTALLATION OF REBARS A67
A83 S52 INSTALLATION OF FORMS A71, A82
A84 S53 CONCRETING OF COLUMNS A83
A85 S54 STRIPPING OF FORMS OF A84
A86 S55 DISMANTLING OF SCAFFOL A80
A87 F17 FABRICATION OF REBAR F A67
A88 F18 FABRICATION OF FORMWO A81
A89 F19 FABRICATION OF TRUSSES A88
A90 P06 PLUMBING PIPES INSTALL A86
A91 S56 CHB LAYING (GROUND FL A86
A92 E03 ELECTRICAL CONDUITS, UT A86
A93 E04 CABLE PULLING OF ELECTR A92
A94 M01 INSTALLATION OF FIRE PR A86
A95 M02 INSTALLATION OF VENTILA A86
A96 A01 PLASTERING (GROUND FL A91
A97 A02 WATERPROOFING (GROUND A96
A98 A03 INSTALLATION OF WINDOW A91
A99 A04 INSTALLATION OF CURTAI A86
A100 A05 INSTALLATION OF GLASS R A86
A101 A06 INSTALLATION OF GLASS A91
A102 A07 INSTALLATION OF DOORS A91
A103 S57 SCAFFOLDING ERECTION O A86
A104 S58 INSTALLATION OF REBAR A103
A105 S59 INSTALLATION OF FORMS A104
A106 S60 CONCRETING OF ROOF BE A105
A107 S61 STRIPPING OF FORMS ROO A106
A108 S62 INTALLLATION OF FABRICA A107
A109 S63 INSTALLATION OF PURLINS A108
A110 S64 TRUSS PAINT WORKS A109
A111 S65 INSTALLATION OF ROOFIN A110
A112 S66 DISMANTLING OF SCAFFOL A111
A113 S67 CHB LAYING (SECOND FLO A112
A114 E05 ELECTRICAL CONDUITS AND A112
A115 E06 CABLE PULLING OF ELECTR A114
A116 M03 INSTALLATION OF FIRE PR A112
A117 M04 INSTALLATION OF VENTILAT A112
A118 A08 PLASTERING (SECOND FLO A112
A119 A09 WATERPROOFING SECOND A118
A120 A10 INSTALLATION OF WINDO A113
A121 A11 INSTALLATION OF CURTAI A112
A122 A12 INSTALLATION OF GLASS R A112
A123 A13 INSTALLATION OF GLASS A113
A124 A14 INSTALLATION OF DOORS A113
A125 S68 INSTALLATION & FABRICAT A86
A126 A15 CEILING INSTALLATION WA90, A93, A94, A95
A127 A16 PAINT WORKS (GROUND F A126
A128 E07 INSTALLATION OF CIRCUIT A93, A124
A129 E08 INSTALLATION OF ELECTRI A93, A124
A130 P09 INSTALLATION PLUMBING A93, A124
A131 A17 INSTALLATION OF FLOOR T A130
A132 M05 INSTALLATION OF ACU ( G A95, A124
A133 M06 INSTALLATION OF FIRE HO A95, A124
A134 A18 CEILING INSTALLATION WA115, A116, A117
A135 A19 PAINT WORKS (SECOND FL A126
A136 E09 INSTALLATION OF CIRCUIT A129
A137 E10 INSTALLATION OF ELECTRI A129
A138 E11 INSTALLATION OF GENERA A128, A136
A139 E12 INSTALLATION PANEL BOAR A138
A140 E13 TERMINATION OF GENERAT A139
A141 P10 INSTALLATION PLUMBING A90, A124
A142 A20 INSTALLATION OF FLOOR T A141
A143 M07 INSTALLATION OF ACU ( S A117, A124
A144 M08 INSTALLATION OF FIRE HO A116, A124
A145 M09 INSTALLATION OF ACU CO A132, A143
A146 M10 INSTALLATION OF FIRE PU A133, A144
sa doors pred ang mga special eq
140
131
137
145
146
134
120
123
119
122
121
127
135
97
98
101
102
125
100
99
89
85
87
73
31
32
33
34
PRED ID ACTIVITIES PRED ID
- G01 MOBILIZATION G01 G02
G01 G03 CLEARING & GRUBBING G01 G04
G03 G05 SITE SURVEYING G01 G07
G05 G06 SOIL GRADING G01 G08
G06 S01 STRUCTURAL EXCAVATION (FOUNDATION) G08 F01
S01 S03 PRE-CONSTRUCTION TERMITE SOIL TREATMENT (FOUNDATION) F01 F02
S03 S05 GRAVEL BEDDING (FOUNDATION) F02 F03
S05, F04 S07 INSTALATION OF FORMWORKS FOR FOOTINGS
S05 S08 SCAFFOLDING ERECTION OF SUPPORT FOR COLUMN REBARS G06 S02
S07, F01 S09 INSTALLATION OF REBAR (FOOTING) S02 S04
S09, F02 S10 INSTALLATION OF REBAR FOR COLUMNS (FOUNDATION) S04 S06
S10 S11 CONCRETE POURING OF FOOTINGS S06 S17
S11 S12 STRIPPING OF FORMS OF FOOTINGS S06 S18
F05 S13 INSTALLATION OF FORMWORKS FOR COLUMNS (FOUNDATION) S06 S19
S12, S13 S14 CONCRETE POURING OF COLUMNS (FOUNDATION) S06 S20
S14 S15 STRIPPING OF FORMS OF COLUMNS (FOUNDATION)
S14 S16 DISMANTLING OF SCAFFOLDING SUPPORT FOR COLUMN REBARS
S15, S16 S21 BACKFILL AND COMPACTION (FOUNDATION)
S21 P01 TRENCH EXCAVATION (PLUMBING)
P01 P02 GRAVEL BEDDING (PLUMBING)
P02 P03 PIPE LAYING (PLUMBING)
S21 S22 TRENCHING EXCAVATION (GRADE BEAM)
S22 S23 PRE-CONSTRUCTION TERMITE SOIL TREATMENT (GRADE BEAM)
S23, F06 S24 GRAVEL BEDDING (GRADE BEAM)
S24, F06 S25 INSTALLATION OF FORMWORKS FOR GRADE BEAMS
S25 S26 INSTALLATION OF REBAR FOR GRADE BEAMS
S26 S27 CONCRETE POURING OF GRADE BEAMS
S27 S28 STRIPPING OF FORMS OF GRADE BEAMS
S28 S29 BACKFILL AND COMPACTION (GRADE BEAMS)
F07 S30 INSTALLATION OF REBAR FOR COLUMNS (GROUND FLOOR)
S30, F08 S31 INSTALLATION OF FORMWORKS FOR COLUMNS (GROUND FLOOR)
S31 S32 CONCRETE POURING OF COLUMNS (GROUND FLOOR)
S32 S33 STRIPPING OF FORMS OF COLUMNS (GROUND FLOOR)
S29 S34 SOIL COMPACTION OF SLAB ON GRADE
S34 S35 PRE-CONSTRUCTION TERMITE SOIL TREATMENT (SLAB ON GRADE)
S35 S36 GRAVEL BEDDING (SLAB ON GRADE)
S36 S37 REBAR INSTALLATION FOR SLAB ON GRADE S37, S38 P04
S37 S38 INSTALLATION OF FORMWORKS FOR SLAB ON GRADE S37, S38 E01
P04, E01 S39 CONCRETE POURING OF SLAB ON GRADE
S39 S40 STRIPPING OF FORMS OF SLAB ON GRADE
S39 S41 DISMANTLING SCAFFOLDING OF SUPPORT FOR COLUMN (GROUND FLOOR)
S41 S42 SCAFFOLDING ERECTION OF SUPPORT FOR SECOND FLOOR
S42, F09 S43 INSTALLATION OF REBAR OF BEAMS (SECOND FLOOR)
S43,F13 S44 INSTALLATION OF FORMS OF BEAMS ( SECOND FLOOR)
S42, F14 S45 INSTALLATION OF FORMS OF SUSPENDED SLAB ( SECOND FLOOR)
S45, F10 S46 INSTALLATION OF REBAR OF SUSPENDED SLAB (SECOND FLOOR)
S45, F15 S47 INSTALLATION OF FORMS OF STAIRS ( GF TO 2F)
S47, F11 S48 INSTALLATION OF REBARS OF STAIRS ( GF TO 2F)
S45, S46 P05 PLUMBING ROUGH INS (SECOND FLOOR
S45, S46 E02 ELECTRICAL ROUGH INS (SECOND FLOOR)
S45, S46, S48, P05, E02 S49 CONCRETING OF BEAMS, SLABS AND STAIRS ( SECOND FLOOR)
S49 S50 STRIPPING OF FORMS FOR BEAMS, SLABS AND STAIRS(SECOND FLOOR)
F12 S51 INSTALLATION OF REBARS FOR COLUMNS (SECOND FLOOR)
S51, F16 S52 INSTALLATION OF FORMS OF COLUMNS ( SECOND FLOOR)
S52 S53 CONCRETING OF COLUMNS (SECOND FLOOR)
S53 S54 STRIPPING OF FORMS OF COLUMNS (SECOND FLOOR)
S49 S55 DISMANTLING OF SCAFFOLDING SUPPORT FOR SECOND FLOOR
S55 S59 SCAFFOLDING ERECTION OF SUPPORT FOR THIRD FLOOR S55 P06
S59, F17 S60 INSTALLATION OF REBAR OF BEAMS (THIRD FLOOR) S55 S56
S60, F21 S61 INSTALLATION OF FORMS OF BEAMS ( THIRD FLOOR) S55 E03
S59, F22 S62 INSTALLATION OF FORMS OF SUSPENDED SLAB ( THIRD FLOOR) E03 E04
S62, F18 S63 INSTALLATION OF REBAR OF SUSPENDED SLAB (THIRD FLOOR) S55 M01
S62, F23 S64 INSTALLATION OF FORMS OF STAIRS ( 2F TO 3F) S55 M02
S64, F19 S65 INSTALLATION OF REBARS OF STAIRS ( 2F TO 3F) S56 A01
S62, S63 P07 PLUMBING ROUGH INS (THIRD FLOOR A01 A02
S62, S63 E05 ELECTRICAL ROUGH INS (THIRD FLOOR) S55 P08
S60, S63, S65, P07, E05 S66 CONCRETING OF BEAMS, SLABS AND STAIRS ( THIRD FLOOR) P07 S58
S66 S67 STRIPPING OF FORMS FOR BEAMS, SLABS AND STAIRS(THIRD FLOOR) S56 A07
F20 S68 INSTALLATION OF REBARS FOR COLUMNS (THIRD FLOOR
S68, F24 S69 INSTALLATION OF FORMS OF COLUMNS ( THIRD FLOOR)
F69 S70 CONCRETING OF COLUMNS (THIRD FLOOR)
S70 S71 STRIPPING OF FORMS OF COLUMNS (THIRD FLOOR)
S66 S72 DISMANTLING OF SCAFFOLDING SUPPORT FOR THIRD FLOOR
S72 S75 SCAFFOLDING ERECTION OF SUPPORT FOR FOURTH FLOOR S72 P09
S75, F25 S76 INSTALLATION OF REBAR OF BEAMS (FOURTH FLOOR) S72 S73
S76, F29 S77 INSTALLATION OF FORMS OF BEAMS (FOURTH FLOOR) S72 E06
S75, F30 S78 INSTALLATION OF FORMS OF SUSPENDED SLAB ( FOURTH FLOOR) E06 E07
S78, F26 S79 INSTALLATION OF REBAR OF SUSPENDED SLAB (FOURTH FLOOR) S72 M03
S78, F31 S80 INSTALLATION OF FORMS OF STAIRS ( 3F TO 4F) S72 M04
S80, F27 S81 INSTALLATION OF REBARS OF STAIRS ( 3F TO 4F) S73 A08
S78, S79 P10 PLUMBING ROUGH INS (FOURTH FLOOR A02, A08 A09
S78, S79 E08 ELECTRICAL ROUGH INS (FOURTH FLOOR) S73 A10
S77, S79, S81, P10, E08 S82 CONCRETING OF BEAMS, SLABS AND STAIRS ( FOURTH FLOOR)
S82 S83 STRIPPING OF FORMS FOR BEAMS, SLABS AND STAIRS(FOURTH FLOOR)
F28 S84 INSTALLATION OF REBARS FOR COLUMNS (FOURTH FLOOR
S84, F32 S85 INSTALLATION OF FORMS OF COLUMNS (FOURTH FLOOR)
S85 S86 CONCRETING OF COLUMNS (FOURTH FLOOR)
S86 S87 STRIPPING OF FORMS OF COLUMNS (FOURTH FLOOR)
S82 S88 DISMANTLING OF SCAFFOLDING OF SUPPORT FOR FOURTH FLOOR
S88 S91 SCAFFOLDING ERECTION OF SUPPORT FOR ROOF DECK S88 P11
S91, F33 S92 INSTALLATION OF REBAR OF BEAMS (ROOF DECK) S88 S89
S92, F37 S93 INSTALLATION OF FORMS OF BEAMS (ROOF DECK) S88 E09
S91, F38 S94 INSTALLATION OF FORMS OF SUSPENDED SLAB ( ROOF DECK) E09 E10
S94, F34 S95 INSTALLATION OF REBAR OF SUSPENDED SLAB (ROOF DECK) S88 M05
S94, F39 S96 INSTALLATION OF FORMS OF STAIRS ( 4F TO RD) S88 M06
S96, F35 S97 INSTALLATION OF REBARS OF STAIRS ( 4F TO RD) S89 A15
S94, S95 P12 PLUMBING ROUGH INS (ROOF DECK A09, A15 A16
S94, S95 E11 ELECTRICAL ROUGH INS (ROOF DECK) S89 A17
S93, S95, S97, P12, E11 S98 CONCRETING OF BEAMS, SLABS AND STAIRS ( ROOF DECK)
S98 S99 STRIPPING OF FORMS FOR BEAMS, SLABS AND STAIRS(ROOF DECK
F36 S100 INSTALLATION OF REBARS FOR COLUMNS OF ROOF DECK
S100, F40 S101 INSTALLATION OF FORMS OF COLUMNS OF ROOF DECK
S101 S102 CONCRETING OF COLUMNS OF ROOF DECK
S102 S103 STRIPPING OF FORMS OF COLUMNS OF ROOF DECK
S98 S104 DISMANTLING OF SCAFFOLDING SUPPORT FOR ROOF DECK
S98 A22 INSTALLATION OF SKYLIGHT S104 P13
S104 S105
A22, A31, P06, E04, M01, M02 A33 CEILING INSTALLATION WORKS (GROUND FLOOR) S104 E12
A33 A34 PAINT WORKS (GROUND FLOOR) E12 E13
A22, A31, E04 E14 INSTALLATION OF CIRCUIT BREAKER (GROUND FLOOR) S104 M07
A33, E04 E15 INSTALLATION OF ELECTRICAL FIXTURES (GROUND FLOOOR) S104 M08
A22, A31 P14 INSTALLATION PLUMBING FIXTURES GROUND FLOOR S105 A23
P14 A35 INSTALLATION OF FLOOR TILES GROUND FLOOR A23 A24
A22, A31, M02 M09 INSTALLATION OF ACU ( GROUND FLOOR) S105 A25
A22, A31, M01 M10 INSTALLATION OF FIRE HOSE CABINET & EXTINGUSHER CYLINDER ( GR S98 S106
A22, A31, P09, E10, M03, M04 A36 CEILING INSTALLATION WORKS SECOND FLOOR S106 A30
A36 A37 PAINT WORKS (SECOND FLOOR) A16, A30 A31
A22, A31, E07 E16 INSTALLATION OF CIRCUIT BREAKER SECOND FLOOR A31 A32
A36, E07 E17 INSTALLATION OF ELECTRICAL FIXTURES SECOND FLOOR S106 P18
A22, A31, P06 P15 INSTALLATION PLUMBING FIXTURES SECOND FLOROR P18 S108
P15 A38 INSTALLATION OF FLOOR TILES SECOND FLOOR
A22, A31, M04 M11 INSTALLATION OF ACU ( SECOND FLOOR) A31 E22
A22, A31, M03 M12 INSTALLATION OF FIRE HOSE CABINET & EXTINGUSHER CYLINDER ( SEC E22 E23
A22, A31, P11, E10, M05, M06 A39 CEILING INSTALLATION WORKS THIRD FLOOR E23 E24
A39 A40 PAINT WORKS (THIRD FLOOR) A31 S109
A22, A31, E10 E18 INSTALLATION OF CIRCUIT BREAKER THIRD FLOOR S109 E25
A39, E10 E19 INSTALLATION OF ELECTRICAL FIXTURES THIRD FLOOR E25 E26
A22, A31, P09 P16 INSTALLATION PLUMBING FIXTURES THIRD FLOOR E26 E27
P16 A41 INSTALLATION OF FLOOR TILES THIRD FLOOR A31 S110
A22, A31, M06 M13 INSTALLATION OF ACU ( THIRD FLOOR) A35 E28
A22, A31, M05 M14 INSTALLATION OF FIRE HOSE CABINET & EXTINGUSHER CYLINDER ( THI A31 E29
A22, A31, A39 A42 CEILING INSTALLATION WORKS FOURTH FLOOR S108 A45
A42 A43 PAINT WORKS (FOURTH FLOOR & ROOF DECK) A45 A46
A22, A31, E13 E20 INSTALLATION OF CIRCUIT BREAKER FOURTH FLOOR & ROOF DECK A31 S111
A42, E13 E21 INSTALLATION OF ELECTRICAL FIXTURES FOURTH FLOOR & ROOF DECK S111 S112
A22, A31, P11 P17 INSTALLATION PLUMBING FIXTURES FOURTH FLOOR S112 E30
P17 A44 INSTALLATION OF FLOOR TILES FOURTH FLOOR A31 S113
A22, A31, M08 M15 INSTALLATION OF ACU ( FOURTH FLOOR) S113 S114
A22, A31, M07 M16 INSTALLATION OF FIRE HOSE CABINET & EXTINGUSHER CYLINDER ( FOU S114 E31
M09, M11, M13, M15 M17 INSTALLATION OF ACU CONDENSER S103 S115
S103 S116
ACITIVITIES PRED ID
PROJECT BILLBOARD/SIGNBOARD ERECTION
CONSTRUCTION OF FIELD OFFICE OF THE ENGINEER
CONSTRUCTION OF MANPOWER BARRACKS
CONSTRUCTION OF TEMPORARY FABRICATION AREA
FABRICATION OF REBAR FOR FOOTINGS
FABRICATION OF REBAR FOR COLUMNS (FOUNDATION)
FABRICATION OF REBAR FOR GRADE BEAM
EXCAVATION (CATCH BASIN, SEPTIC & CISTERN TANK)
PRE-CONSTRUCTION TERMITE SOIL TREATMENT (CATCH BASIN, SEPTIC & CISTERN TANK)
GRAVEL BEDDING (CATCH BASIN, SEPTIC & CISTERN TANK)
CONSTRUCTION OF CATCH BASIN
CONSTRUCTION OF SEPTIC TANK
CONSTRUCTION OF CISTERN TANK
PIPE LAYING OF CATCH BASIN
PLUMBING ROUGH INS (GROUND FLOOR)
ELECTRICAL ROUGH INS (GROUND FLOOR)
PLUMBING PIPES INSTALLATION SECOND FLOOR
CHB LAYING (GROUND FLOOR) S55 A03
ELECTRICAL CONDUITS, UTILITY BOX AND PANEL BOARD INSTALLATION (GROUND FLOOR) S55 A04
CABLE PULLING OF ELECTRICAL WIRES (GROUND FLOOR) S56 A05
INSTALLATION OF FIRE PROTECTION SYSTEM (GROUND FLOOR) S56 A06
INSTALLATION OF VENTILATION PIPES (GROUND FLOOR) S55 S57
PLASTERING (GROUND FLOOR)
WATERPROOFING (GROUND FLOOR)
UNDERDRAIN INSTALLATION (GROUND FLOOR)
GRAVEL BEDDING (GROUND FLOOR - PLANT BOX)
INSTALLATION OF WINDOWS (GROUND FLOOR)
PLUMBING PIPES INSTALLATION THIRD FLOOR
CHB LAYING (SECOND FLOOR) S72 A11
ELECTRICAL CONDUITS AND UTILITY BOX (SECOND FLOOR) S72 A12
CABLE PULLING OF ELECTRICAL WIRES (SECOND FLOOR) S73 A13
INSTALLATION OF FIRE PROTECTION SYSTEM (SECOND FLOOR) S73 A14
INSTALLATION OF VENTILATION PIPES (SECOND FLOOR) S72 S74
PLASTERING (SECOND FLOOR)
WATERPROOFING SECOND FLOOR
INSTALLATION OF WINDOWS SECOND FLOOR
PLUMBING PIPES INSTALLATION FOURTH FLOOR
CHB LAYING (THIRD FLOOR) S88 A18
ELECTRICAL CONDUITS AND UTILITY BOX ( THIRD FLOOR) S88 A19
CABLE PULLING OF ELECTRICAL WIRES (THIRD FLOOR) S89 A20
INSTALLATION OF FIRE PROTECTION SYSTEM (THIRD FLOOR) S89 A21
INSTALLATION OF VENTILATION PIPES (THIRD FLOOR) S88 S90
PLASTERING (THIRD FLOOR)
WATERPROOFING THIRD FLOOR
INSTALLATION OF WINDOWS THIRD FLOOR
PLUMBING PIPES INSTALLATION ROOF DECK
CHB LAYING (FOURTH FLOOR)
INSTALLATION OF ELECTRICAL CONDUITS AND UTILITY BOX ( FOURTH FLOOR AND ROOF DECK)
CABLE PULLING OF ELECTRICAL WIRES (FOURTH FLOOR AND ROOF DECK)
INSTALLATION OF FIRE PROTECTION SYSTEM (FOURTH FLOOR)
INSTALLATION OF VENTILATION PIPES (FOURTH FLOOR)
PLASTERING (FOURTH FLOOR)
WATERPROOFING FOURTH FLOOR
INSTALLATION OF WINDOWS FOURTH FLOOR
CHB LAYING (ROOF DECK) S104 A26
PLASTERING (ROOF DECK) S104 A27
WATERPROOFING ROOF DECK S105 A28
INSTALLATION OF FLOOR TILES ROOF DECK (ROUGH) S105 A29
UNDERDRAIN PIPE LAYING S104 S107
GRAVEL BEDDING (ROOF DECK - PLANT BOX)
INSTALLATION OF GENERAOR SET
INSTALLATION PANEL BOARD ( GEN SET)
TERMINATION OF GENERATOR SET
FABRICATION & INSTALLATION OF SOLAR PANEL FRAMING
INSTALLATION OF SOLAR PANELS
INSTALLATION OF INVERTER ( SOLAR PANEL)
TERMINATION OF SOLAR PANEL
INSTALLATION OF OVERHEAD WATER TANK
INSTALLATION OF TRANSFER PUMPS
INSTALLATION OF FIRE PUMP
SOIL FILLING OF PLANT BOX (VEGETATION)
FORESTRATION ( VEGETATION)
INSTALLATION OF ELEVATOR TRACK RAILINGS
INSTALLATION OF ELEVATOR CAB
TERMINATION OF ELEVATOR SYSTEM
INSTALLATION OF DUMBWAITER TRACK RAILINGS
INSTALLATION OF DUMBWAITER CAB
TERMINATION OF DUMBWAITER SYSTEM
INSTALLATION AND FABRICATION OF TRUSSES
INSTALLATION OF ROOFINGS
ACITIVITIES PRED ID
G01 F04
F04 F05
F05 F06
F03 F07
S15 F08
F07 F09
F07 F10
F09 F11
F11 F12
S28, S33, S40, F08 F13
F08 F14
S28, S33, S40, F08 F15
F13, F14, F15 F16
F12 F17
INSTALLATION OF CURTAIN GLASS WALL GROUND FLOOR F12 F18
INSTALLATION OF GLASS RAILINGS GROUND FLOOR F17 F19
INSTALLATION OF GLASS DOORS GROUND FLOOR F19 F20
INSTALLATION OF DOORS GROUND FLOOR S50 F21
INSTALLATION & FABRICATION OF EMERGENCY STAIR RAILINGS ( GROUND FLR) S50 F22
S50 F23
S54 F24
F20 F25
INSTALLATION OF CURTAIN GLASS WALL SECOND FLOOR F20 F26
INSTALLATION OF GLASS RAILINGS SECOND FLOOR F25 F27
INSTALLATION OF GLASS DOORS SECOND FLOOR F27 F28
INSTALLATION OF DOORS SECOND FLOOR S67 F29
INSTALLATION & FABRICATION OF EMERGENCY STAIR RAILINGS (SECOND FLR) S67 F30
S67 F31
S71 F32
F28 F33
INSTALLATION OF CURTAIN GLASS WALL THIRD FLOOR F28 F34
INSTALLATION OF GLASS RAILINGS THIRD FLOOR F33 F35
INSTALLATION OF GLASS DOORS THIRD FLOOR F35 F36
INSTALLATION OF DOORS THIRD FLOOR S83 F37
INSTALLATION & FABRICATION OF EMERGENCY STAIR RAILINGS (THIRD FLR) S83 F38
S83 F39
S86 F40
INSTALLATION OF CURTAIN GLASS WALL FOURTH FLOOR
INSTALLATION OF GLASS RAILINGS FOURTH FLOOR
INSTALLATION OF GLASS DOORS FOURTH FLOOR
INSTALLATION OF DOORS FOURTH FLOOR
INSTALLATION & FABRICATION OF EMERGENCY STAIR RAILINGS
ACTIVITIES
FABRICATION OF FORMWORKS FOR FOOTINGS
FABRICATION OF FORMWORKS FOR COLUMNS (FOUNDATION)
FABRICATION OF FORMWORK FOR GRADE BEAM
FABRICATION OF REBAR FOR COLUMNS GROUND FLOOR
FABRICATION OF FORMWORKS FOR COLUMNS GROUND FLOOR
FABRICATION OF REBAR FOR BEAMS SECOND FLOOR
FABRICATION OF REBAR FOR SUSPENDED SLAB SECOND FLOOR
FABRICATION OF REBAR FOR STAIRS (GF-2F)
FABRICATION OF REBAR FOR COLUMNS SECOND FLOOR
FABRICATION OF FORMWORKS FOR BEAM SECOND FLOOR
FABRICATION OF FORMWORK FOR SUSPENDED SLAB SECOND FLOOR
FABRICATION OF FORMWORKS FOR STAIRS (GF-2F)
FABRICATION OF FORMWORKS FOR COLUMNS SECOND FLOOR
FABRICATION OF REBAR FOR BEAMS THIRD FLOOR
FABRICATION OF REBAR FOR SUSPENDED SLAB THIRD FLOOR
FABRICATION OF REBAR FOR STAIRS (2F-3F)
FABRICATION OF REBAR FOR COLUMNS THIRD FLOOR
FABRICATION OF FORMWORKS FOR BEAM THIRD FLOOR
FABRICATION OF FORMWORK FOR SUSPENDED SLAB THIRD FLOOR
FABRICATION OF FORMWORKS FOR STAIRS (2F-3F)
FABRICATION OF FORMWORKS FOR COLUMNS THIRD FLOOR
FABRICATION OF REBAR FOR BEAMS FOURTH FLOOR
FABRICATION OF REBAR FOR SUSPENDED SLAB FOURTH FLOOR
FABRICATION OF REBAR FOR STAIRS (3F-4F)
FABRICATION OF REBAR FOR COLUMNS FOURTH FLOOR
FABRICATION OF FORMWORKS FOR BEAM FOURTH FLOOR
FABRICATION OF FORMWORK FOR SUSPENDED SLAB FOURTH FLOOR
FABRICATION OF FORMWORKS FOR STAIRS (3F-4F)
FABRICATION OF FORMWORKS FOR COLUMNS FOURTH FLOOR
FABRICATION OF REBAR FOR BEAMS ROOF DECK FLOOR
FABRICATION OF REBAR FOR SUSPENDED SLAB ROOF DECK FLOOR
FABRICATION OF REBAR FOR STAIRS (4F-RD)
FABRICATION OF REBAR FOR COLUMNS ROOF DECK FLOOR
FABRICATION OF FORMWORKS FOR BEAM ROOF DECK FLOOR
FABRICATION OF FORMWORK FOR SUSPENDED SLAB ROOF DECK FLOOR
FABRICATION OF FORMWORKS FOR STAIRS (4F-RD)
FABRICATION OF FORMWORKS FOR COLUMNS ROOF DECK FLOOR
PRED ID ACTIVITIES
- G01 MOBILIZATION
G01 G03 CLEARING & GRUBBING
G03 G05 SITE SURVEYING
G05 G06 SOIL GRADING
G06 S01 STRUCTURAL EXCAVATION (FOUNDATION)
S01 S03 PRE-CONSTRUCTION TERMITE SOIL TREATMENT (FOUNDATION)
S03 S05 GRAVEL BEDDING (FOUNDATION)
S05, F04 S07 INSTALATION OF FORMWORKS FOR FOOTINGS
S05 S08 SCAFFOLDING ERECTION OF SUPPORT FOR COLUMN REBARS
S07, F01 S09 INSTALLATION OF REBAR (FOOTING)
S09, F02 S10 INSTALLATION OF REBAR FOR COLUMNS (FOUNDATION)
S10 S11 CONCRETE POURING OF FOOTINGS
S11 S12 STRIPPING OF FORMS OF FOOTINGS
F05 S13 INSTALLATION OF FORMWORKS FOR COLUMNS (FOUNDATION)
S12, S13 S14 CONCRETE POURING OF COLUMNS (FOUNDATION)
S14 S15 STRIPPING OF FORMS OF COLUMNS (FOUNDATION)
S14 S16 DISMANTLING OF SCAFFOLDING SUPPORT FOR COLUMN REBARS
S15, S16 S21 BACKFILL AND COMPACTION (FOUNDATION)
S21 P01 TRENCH EXCAVATION (PLUMBING)
P01 P02 GRAVEL BEDDING (PLUMBING)
P02 P03 PIPE LAYING (PLUMBING)
S21 S22 TRENCHING EXCAVATION (GRADE BEAM)
S22 S23 PRE-CONSTRUCTION TERMITE SOIL TREATMENT (GRADE BEAM)
S23, F06 S24 GRAVEL BEDDING (GRADE BEAM)
S24, F06 S25 INSTALLATION OF FORMWORKS FOR GRADE BEAMS
S25 S26 INSTALLATION OF REBAR FOR GRADE BEAMS
S26 S27 CONCRETE POURING OF GRADE BEAMS
S27 S28 STRIPPING OF FORMS OF GRADE BEAMS
S28 S29 BACKFILL AND COMPACTION (GRADE BEAMS)
F07 S30 INSTALLATION OF REBAR FOR COLUMNS (GROUND FLOOR)
S30, F08 S31 INSTALLATION OF FORMWORKS FOR COLUMNS (GROUND FLOOR)
S31 S32 CONCRETE POURING OF COLUMNS (GROUND FLOOR)
S32 S33 STRIPPING OF FORMS OF COLUMNS (GROUND FLOOR)
S29 S34 SOIL COMPACTION OF SLAB ON GRADE
S34 S35 PRE-CONSTRUCTION TERMITE SOIL TREATMENT (SLAB ON GRADE)
S35 S36 GRAVEL BEDDING (SLAB ON GRADE)
S36 S37 REBAR INSTALLATION FOR SLAB ON GRADE
S37 S38 INSTALLATION OF FORMWORKS FOR SLAB ON GRADE
P04, E01 S39 CONCRETE POURING OF SLAB ON GRADE
S39 S40 STRIPPING OF FORMS OF SLAB ON GRADE
S39 S41 DISMANTLING SCAFFOLDING OF SUPPORT FOR COLUMN (GROUND FLOOR)
S41 S42 SCAFFOLDING ERECTION OF SUPPORT FOR SECOND FLOOR
S42, F09 S43 INSTALLATION OF REBAR OF BEAMS (SECOND FLOOR)
S43,F13 S44 INSTALLATION OF FORMS OF BEAMS ( SECOND FLOOR)
S42, F14 S45 INSTALLATION OF FORMS OF SUSPENDED SLAB ( SECOND FLOOR)
S45, F10 S46 INSTALLATION OF REBAR OF SUSPENDED SLAB (SECOND FLOOR)
S45, F15 S47 INSTALLATION OF FORMS OF STAIRS ( GF TO 2F)
S47, F11 S48 INSTALLATION OF REBARS OF STAIRS ( GF TO 2F)
S45, S46 P05 PLUMBING ROUGH INS (SECOND FLOOR
S45, S46 E02 ELECTRICAL ROUGH INS (SECOND FLOOR)
S46, S46, S48, P05, E02 S49 CONCRETING OF BEAMS, SLABS AND STAIRS ( SECOND FLOOR)
S49 S50 STRIPPING OF FORMS FOR BEAMS, SLABS AND STAIRS(SECOND FLOOR)
F12 S51 INSTALLATION OF REBARS FOR COLUMNS (SECOND FLOOR)
S51, F16 S52 INSTALLATION OF FORMS OF COLUMNS ( SECOND FLOOR)
S52 S53 CONCRETING OF COLUMNS (SECOND FLOOR)
S54 S54 STRIPPING OF FORMS OF COLUMNS (SECOND FLOOR)
S49 S55 DISMANTLING OF SCAFFOLDING SUPPORT FOR SECOND FLOOR
S55 S59 SCAFFOLDING ERECTION OF SUPPORT FOR THIRD FLOOR
S59, F17 S60 INSTALLATION OF REBAR OF BEAMS (THIRD FLOOR)
S60, F21 S61 INSTALLATION OF FORMS OF BEAMS ( THIRD FLOOR)
S59, F22 S62 INSTALLATION OF FORMS OF SUSPENDED SLAB ( THIRD FLOOR)
S62, F18 S63 INSTALLATION OF REBAR OF SUSPENDED SLAB (THIRD FLOOR)
S62, F23 S64 INSTALLATION OF FORMS OF STAIRS ( 2F TO 3F)
S64, F19 S65 INSTALLATION OF REBARS OF STAIRS ( 2F TO 3F)
S62, S63 P07 PLUMBING ROUGH INS (THIRD FLOOR
S62, S63 E05 ELECTRICAL ROUGH INS (THIRD FLOOR)
S60, S63, S65, P07, E05 S66 CONCRETING OF BEAMS, SLABS AND STAIRS ( THIRD FLOOR)
S66 S67 STRIPPING OF FORMS FOR BEAMS, SLABS AND STAIRS(THIRD FLOOR)
F20 S68 INSTALLATION OF REBARS FOR COLUMNS (THIRD FLOOR
S68, F24 S69 INSTALLATION OF FORMS OF COLUMNS ( THIRD FLOOR)
F69 S70 CONCRETING OF COLUMNS (THIRD FLOOR)
S70 S71 STRIPPING OF FORMS OF COLUMNS (THIRD FLOOR)
S66 S72 DISMANTLING OF SCAFFOLDING SUPPORT FOR THIRD FLOOR
S72 S75 SCAFFOLDING ERECTION OF SUPPORT FOR FOURTH FLOOR
S75, F25 S76 INSTALLATION OF REBAR OF BEAMS (FOURTH FLOOR)
S76, F29 S77 INSTALLATION OF FORMS OF BEAMS (FOURTH FLOOR)
S75, F30 S78 INSTALLATION OF FORMS OF SUSPENDED SLAB ( FOURTH FLOOR)
S78, F26 S79 INSTALLATION OF REBAR OF SUSPENDED SLAB (FOURTH FLOOR)
S78, F31 S80 INSTALLATION OF FORMS OF STAIRS ( 3F TO 4F)
S80, F27 S81 INSTALLATION OF REBARS OF STAIRS ( 3F TO 4F)
S78, S79 P10 PLUMBING ROUGH INS (FOURTH FLOOR
S78, S79 E08 ELECTRICAL ROUGH INS (FOURTH FLOOR)
S77, S79, S81, P10, E08 S82 CONCRETING OF BEAMS, SLABS AND STAIRS ( FOURTH FLOOR)
S82 S83 STRIPPING OF FORMS FOR BEAMS, SLABS AND STAIRS(FOURTH FLOOR)
F32 S84 INSTALLATION OF REBARS FOR COLUMNS (FOURTH FLOOR
S84, F32 S85 INSTALLATION OF FORMS OF COLUMNS (FOURTH FLOOR)
S85 S86 CONCRETING OF COLUMNS (FOURTH FLOOR)
S86 S87 STRIPPING OF FORMS OF COLUMNS (FOURTH FLOOR)
S82 S88 DISMANTLING OF SCAFFOLDING OF SUPPORT FOR FOURTH FLOOR
S88 S91 SCAFFOLDING ERECTION OF SUPPORT FOR ROOF DECK
S91, F33 S92 INSTALLATION OF REBAR OF BEAMS (ROOF DECK)
S92, F37 S93 INSTALLATION OF FORMS OF BEAMS (ROOF DECK)
S91, F38 S94 INSTALLATION OF FORMS OF SUSPENDED SLAB ( ROOF DECK)
S94, F34 S95 INSTALLATION OF REBAR OF SUSPENDED SLAB (ROOF DECK)
S94, F39 S96 INSTALLATION OF FORMS OF STAIRS ( 4F TO RD)
S96, F35 S97 INSTALLATION OF REBARS OF STAIRS ( 4F TO RD)
S94, S95 P12 PLUMBING ROUGH INS (ROOF DECK
S94, S95 E11 ELECTRICAL ROUGH INS (ROOF DECK)
S93, S95, S97, P12, E11 S98 CONCRETING OF BEAMS, SLABS AND STAIRS ( ROOF DECK)
S98 S99 STRIPPING OF FORMS FOR BEAMS, SLABS AND STAIRS(ROOF DECK
F36 S100 INSTALLATION OF REBARS FOR COLUMNS OF ROOF DECK
S100, F40 S101 INSTALLATION OF FORMS OF COLUMNS OF ROOF DECK
S101 S102 CONCRETING OF COLUMNS OF ROOF DECK
S102 S103 STRIPPING OF FORMS OF COLUMNS OF ROOF DECK
S98 S104 DISMANTLING OF SCAFFOLDING SUPPORT FOR ROOF DECK
S98 A22 INSTALLATION OF SKYLIGHT
A22, A31, P06, E04, M01, M02 A33 CEILING INSTALLATION WORKS (GROUND FLOOR)
A33 A34 PAINT WORKS (GROUND FLOOR)
A22, A31, E04 E14 INSTALLATION OF CIRCUIT BREAKER (GROUND FLOOR)
A33, E04 E15 INSTALLATION OF ELECTRICAL FIXTURES (GROUND FLOOOR)
A22, A31 P14 INSTALLATION PLUMBING FIXTURES GROUND FLOOR
P14 A35 INSTALLATION OF FLOOR TILES GROUND FLOOR
A22, A31, M02 M09 INSTALLATION OF ACU ( GROUND FLOOR)
A22, A31, M01 M10 INSTALLATION OF FIRE HOSE CABINET & EXTINGUSHER CYLINDER ( GROUND FLOOR)
A22, A31, P09, E10, M03, M04 A36 CEILING INSTALLATION WORKS SECOND FLOOR
A36 A37 PAINT WORKS (SECOND FLOOR)
A22, A31, E07 E16 INSTALLATION OF CIRCUIT BREAKER SECOND FLOOR
A36, E07 E17 INSTALLATION OF ELECTRICAL FIXTURES SECOND FLOOR
A22, A31, P06 P15 INSTALLATION PLUMBING FIXTURES SECOND FLOROR
P15 A38 INSTALLATION OF FLOOR TILES SECOND FLOOR
A22, A31, M04 M11 INSTALLATION OF ACU ( SECOND FLOOR)
A22, A31, M03 M12 INSTALLATION OF FIRE HOSE CABINET & EXTINGUSHER CYLINDER ( SECOND FLOOR)
A22, A31, P11, E10, M05, M06 A39 CEILING INSTALLATION WORKS THIRD FLOOR
A39 A40 PAINT WORKS (THIRD FLOOR)
A22, A31, E10 E18 INSTALLATION OF CIRCUIT BREAKER THIRD FLOOR
A39, E10 E19 INSTALLATION OF ELECTRICAL FIXTURES THIRD FLOOR
A22, A31, P09 P16 INSTALLATION PLUMBING FIXTURES THIRD FLOOR
P16 A41 INSTALLATION OF FLOOR TILES THIRD FLOOR
A22, A31, M06 M13 INSTALLATION OF ACU ( THIRD FLOOR)
A22, A31, M05 M14 INSTALLATION OF FIRE HOSE CABINET & EXTINGUSHER CYLINDER ( THIRD FLOOR)
A22, A31, A39 A42 CEILING INSTALLATION WORKS FOURTH FLOOR
A42 A43 PAINT WORKS (FOURTH FLOOR & ROOF DECK)
A22, A31, E13 E20 INSTALLATION OF CIRCUIT BREAKER FOURTH FLOOR & ROOF DECK
A42, E13 E21 INSTALLATION OF ELECTRICAL FIXTURES FOURTH FLOOR & ROOF DECK
A22, A31, P11 P17 INSTALLATION PLUMBING FIXTURES FOURTH FLOOR
P17 A44 INSTALLATION OF FLOOR TILES FOURTH FLOOR
A22, A31, M08 M15 INSTALLATION OF ACU ( FOURTH FLOOR)
A22, A31, M07 M16 INSTALLATION OF FIRE HOSE CABINET & EXTINGUSHER CYLINDER ( FOURTH FLOOR)
M09, M11, M13, M15 M17 INSTALLATION OF ACU CONDENSER
PRED ID ACITIVITIES PRED ID
G01 G02 PROJECT BILLBOARD/SIGNBOARD ERECTION
G01 G04 CONSTRUCTION OF FIELD OFFICE OF THE ENGINEER
G01 G07 CONSTRUCTION OF MANPOWER BARRACKS
G01 G08 CONSTRUCTION OF TEMPORARY FABRICATION AREA
G08 F01 FABRICATION OF REBAR FOR FOOTINGS
F01 F02 FABRICATION OF REBAR FOR COLUMNS (FOUNDATION)
F02 F03 FABRICATION OF REBAR FOR GRADE BEAM
G06 S02 EXCAVATION (CATCH BASIN, SEPTIC & CISTERN TANK)
S02 S04 PRE-CONSTRUCTION TERMITE SOIL TREATMENT (CATCH BASIN, SEPTIC & CISTERN TANK)
S04 S06 GRAVEL BEDDING (CATCH BASIN, SEPTIC & CISTERN TANK)
S06 S17 CONSTRUCTION OF CATCH BASIN
S06 S18 CONSTRUCTION OF SEPTIC TANK
S06 S19 CONSTRUCTION OF CISTERN TANK
S06 S20 PIPE LAYING OF CATCH BASIN
S37, S38 P04 PLUMBING ROUGH INS (GROUND FLOOR)
S37, S38 E01 ELECTRICAL ROUGH INS (GROUND FLOOR)
S55 P06 PLUMBING PIPES INSTALLATION SECOND FLOOR
S55 S56 CHB LAYING (GROUND FLOOR) S55 A03
S55 E03 ELECTRICAL CONDUITS, UTILITY BOX AND PANEL BOARD INSTALLATION (GROUND FLOOR) S55 A04
E03 E04 CABLE PULLING OF ELECTRICAL WIRES (GROUND FLOOR) S56 A05
S55 M01 INSTALLATION OF FIRE PROTECTION SYSTEM (GROUND FLOOR) S56 A06
S55 M02 INSTALLATION OF VENTILATION PIPES (GROUND FLOOR) S55 S57
S56 A01 PLASTERING (GROUND FLOOR)
A01 A02 WATERPROOFING (GROUND FLOOR)
S55 P08 UNDERDRAIN INSTALLATION (GROUND FLOOR)
P07 S58 GRAVEL BEDDING (GROUND FLOOR - PLANT BOX)
S56 A07 INSTALLATION OF WINDOWS (GROUND FLOOR)
S72 P09 PLUMBING PIPES INSTALLATION THIRD FLOOR
S72 S73 CHB LAYING (SECOND FLOOR) S72 A11
S72 E06 ELECTRICAL CONDUITS AND UTILITY BOX (SECOND FLOOR) S72 A12
E06 E07 CABLE PULLING OF ELECTRICAL WIRES (SECOND FLOOR) S73 A13
S72 M03 INSTALLATION OF FIRE PROTECTION SYSTEM (SECOND FLOOR) S73 A14
S72 M04 INSTALLATION OF VENTILATION PIPES (SECOND FLOOR) S72 S74
S73 A08 PLASTERING (SECOND FLOOR)
A02, A08 A09 WATERPROOFING SECOND FLOOR
S73 A10 INSTALLATION OF WINDOWS SECOND FLOOR
S88 P11 PLUMBING PIPES INSTALLATION FOURTH FLOOR
S88 S89 CHB LAYING (THIRD FLOOR) S88 A18
S88 E09 ELECTRICAL CONDUITS AND UTILITY BOX ( THIRD FLOOR) S88 A19
E09 E10 CABLE PULLING OF ELECTRICAL WIRES (THIRD FLOOR) S89 A20
S88 M05 INSTALLATION OF FIRE PROTECTION SYSTEM (THIRD FLOOR) S89 A21
S88 M06 INSTALLATION OF VENTILATION PIPES (THIRD FLOOR) S88 S90
S89 A15 PLASTERING (THIRD FLOOR)
A09, A15 A16 WATERPROOFING THIRD FLOOR
S89 A17 INSTALLATION OF WINDOWS THIRD FLOOR
S104 P13 PLUMBING PIPES INSTALLATION ROOF DECK
S104 S105 CHB LAYING (FOURTH FLOOR)
S104 E12 INSTALLATION OF ELECTRICAL CONDUITS AND UTILITY BOX ( FOURTH FLOOR AND ROOF DECK)
E12 E13 CABLE PULLING OF ELECTRICAL WIRES (FOURTH FLOOR AND ROOF DECK)
S104 M07 INSTALLATION OF FIRE PROTECTION SYSTEM (FOURTH FLOOR)
S104 M08 INSTALLATION OF VENTILATION PIPES (FOURTH FLOOR)
S105 A23 PLASTERING (FOURTH FLOOR)
A23 A24 WATERPROOFING FOURTH FLOOR
S105 A25 INSTALLATION OF WINDOWS FOURTH FLOOR
S98 S106 CHB LAYING (ROOF DECK) S104 A26
S106 A30 PLASTERING (ROOF DECK) S104 A27
A16, A30 A31 WATERPROOFING ROOF DECK S105 A28
A31 A32 INSTALLATION OF FLOOR TILES ROOF DECK (ROUGH) S105 A29
S106 P18 UNDERDRAIN PIPE LAYING S104 S107
P19 S108 GRAVEL BEDDING (ROOF DECK - PLANT BOX)
A31 E22 iNSTALLATION OF GENERAOR SET
E22 E23 INSTALLATION PANEL BOARD ( GEN SET)
E23 E24 TERMINATION OF GENERATOR SET
A31 S109 FABRICATION & INSTALLATION OF SOLAR PANEL FRAMING
S109 E25 INSTALLATION OF SOLAR PANELS
E25 E26 INSTALLATION INVERTER ( SOLAR PANEL)
E26 E27 TERMINATION OF SOLAR PANEL
A31 S110 INSTALLATION OF OVERHEAD WATER TANK
A35 E28 INSTALLATION OF TRANSFER PUMPS
A31 E29 INSTALLATION OF FIRE PUMP
S108 A45 SOIL FILLING OF PLANT BOX (VEGETATION)
A45 A46 FORESTRATION ( VEGETATION)
A31 S111 INSTALLATION OF ELEVATOR TRACK RAILINGS
S111 S112 INSTALLATION OF ELEVATOR CAB
S112 E30 TERMINATION OF ELEVATOR SYSTEM
A31 S113 INSTALLATION OF DUMBWAITER TRACK RAILINGS
S113 S114 INSTALLATION OF DUMBWAITER CAB
S114 E31 TERMINATION OF DUMBWAITER SYSTEM
S103 S115 INSTALLATION AND FABRICATION OF TRUSSES
S103 S116 INSTALLATION OF ROOFINGS
ACITIVITIES PRED ID
G01 F04
F04 F05
F05 F06
F03 F07
S15 F08
F07 F09
F07 F10
F09 F11
F11 F12
S28, S33, S40, F08 F13
F08 F14
S28, S33, S40, F08 F15
F13, F14, F15 F16
F12 F17
INSTALLATION OF CURTAIN GLASS WALL GROUND FLOOR F12 F18
INSTALLATION OF GLASS RAILINGS GROUND FLOOR F17 F19
INSTALLATION OF GLASS DOORS GROUND FLOOR F19 F20
INSTALLATION OF DOORS GROUND FLOOR S50 F21
INSTALLATION & FABRICATION OF EMERGENCY STAIR RAILINGS ( GROUND FLR) S50 F22
S50 F23
S54 F24
F20 F25
INSTALLATION OF CURTAIN GLASS WALL SECOND FLOOR F20 F26
INSTALLATION OF GLASS RAILINGS SECOND FLOOR F25 F27
INSTALLATION OF GLASS DOORS SECOND FLOOR F27 F28
INSTALLATION OF DOORS SECOND FLOOR S67 F29
INSTALLATION & FABRICATION OF EMERGENCY STAIR RAILINGS (SECOND FLR) S67 F30
S67 F31
S71 F32
F28 F33
INSTALLATION OF CURTAIN GLASS WALL THIRD FLOOR F28 F34
INSTALLATION OF GLASS RAILINGS THIRD FLOOR F33 F35
INSTALLATION OF GLASS DOORS THIRD FLOOR F35 F36
INSTALLATION OF DOORS THIRD FLOOR S83 F37
INSTALLATION & FABRICATION OF EMERGENCY STAIR RAILINGS (THIRD FLR) S83 F38
S83 F39
S86 F40
INSTALLATION OF CURTAIN GLASS WALL FOURTH FLOOR
INSTALLATION OF GLASS RAILINGS FOURTH FLOOR
INSTALLATION OF GLASS DOORS FOURTH FLOOR
INSTALLATION OF DOORS FOURTH FLOOR
INSTALLATION & FABRICATION OF EMERGENCY STAIR RAILINGS
ACTIVITIES
FABRICATION OF FORMWORKS FOR FOOTINGS
FABRICATION OF FORMWORKS FOR COLUMNS (FOUNDATION)
FABRICATION OF FORMWORK FOR GRADE BEAM
FABRICATION OF REBAR FOR COLUMNS GROUND FLOOR
FABRICATION OF FORMWORKS FOR COLUMNS GROUND FLOOR
FABRICATION OF REBAR FOR BEAMS SECOND FLOOR
FABRICATION OF REBAR FOR SUSPENDED SLAB SECOND FLOOR
FABRICATION OF REBAR FOR STAIRS (GF-2F)
FABRICATION OF REBAR FOR COLUMNS SECOND FLOOR
FABRICATION OF FORMWORKS FOR BEAM SECOND FLOOR
FABRICATION OF FORMWORK FOR SUSPENDED SLAB SECOND FLOOR
FABRICATION OF FORMWORKS FOR STAIRS (GF-2F)
FABRICATION OF FORMWORKS FOR COLUMNS SECOND FLOOR
FABRICATION OF REBAR FOR BEAMS THIRD FLOOR
FABRICATION OF REBAR FOR SUSPENDED SLAB THIRD FLOOR
FABRICATION OF REBAR FOR STAIRS (2F-3F)
FABRICATION OF REBAR FOR COLUMNS THIRD FLOOR
FABRICATION OF FORMWORKS FOR BEAM THIRD FLOOR
FABRICATION OF FORMWORK FOR SUSPENDED SLAB THIRD FLOOR
FABRICATION OF FORMWORKS FOR STAIRS (2F-3F)
FABRICATION OF FORMWORKS FOR COLUMNS THIRD FLOOR
FABRICATION OF REBAR FOR BEAMS FOURTH FLOOR
FABRICATION OF REBAR FOR SUSPENDED SLAB FOURTH FLOOR
FABRICATION OF REBAR FOR STAIRS (3F-4F)
FABRICATION OF REBAR FOR COLUMNS FOURTH FLOOR
FABRICATION OF FORMWORKS FOR BEAM FOURTH FLOOR
FABRICATION OF FORMWORK FOR SUSPENDED SLAB FOURTH FLOOR
FABRICATION OF FORMWORKS FOR STAIRS (3F-4F)
FABRICATION OF FORMWORKS FOR COLUMNS FOURTH FLOOR
FABRICATION OF REBAR FOR BEAMS ROOF DECK FLOOR
FABRICATION OF REBAR FOR SUSPENDED SLAB ROOF DECK FLOOR
FABRICATION OF REBAR FOR STAIRS (4F-RD)
FABRICATION OF REBAR FOR COLUMNS ROOF DECK FLOOR
FABRICATION OF FORMWORKS FOR BEAM ROOF DECK FLOOR
FABRICATION OF FORMWORK FOR SUSPENDED SLAB ROOF DECK FLOOR
FABRICATION OF FORMWORKS FOR STAIRS (4F-RD)
FABRICATION OF FORMWORKS FOR COLUMNS ROOF DECK FLOOR
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Item
A Sub-total for A
Name & Capacity
Labor
B Sub-total for B
Name & Capacity
Equipment:
C Sub-total for C
D Total (A+B+C)
E Output per hour (unit)
F Direct Unit Cost (Price per unit)
Name & Specification
Materials
G Sub-total for G
H Direct Unit Cost (C+F)
I Overhead, Contigencies and Miscellaneous (OCM)
J Contractor's Profit (CP)
K Value Added Tax (VAT)
L Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A Sub-total for A
Name & Capacity
Equipment:
B Sub-total for B
C Total (A+B)
D Output per hour (unit)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A Sub-total for A
Name & Capacity
Equipment:
B Sub-total for B
C Total (A+B)
D Output per hour (unit)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F
F
-
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F
-
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A
Sub-total for A
Name & Capacity
Equipment:
B
Sub-total for B
C Total (A+B)
D Output per hour (unit)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
Sub-total for B
C Total (A+B)
D Output per hour (unit)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A
A
Sub-total for A
Name & Capacity
Equipment:
Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
B
B
Sub-total for B
C Total (A+B)
D Output per hour (unit)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
Sub-total for B
C Total (A+B)
D Output per hour (unit)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
B
Sub-total for B
C Total (A+B)
D Output per hour (unit)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F
F
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
B
Sub-total for B
C Total (A+B)
D Output per hour (unit)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
B
Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
B
Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A
A Sub-total for A
Name & Capacity
Equipment:
B Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A Sub-total for A
Name & Capacity
Equipment:
B
B Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A Sub-total for A
Name & Capacity
Equipment:
B Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A Sub-total for A
Name & Capacity
Equipment:
B Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A Sub-total for A
Name & Capacity
Equipment:
B Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A Sub-total for A
Name & Capacity
Equipment:
B Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A Sub-total for A
Name & Capacity
Equipment:
B Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
Sub-total for B
C Total (A+B)
D Output per hour (unit)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A
Sub-total for A
Name & Capacity
Equipment:
B
Sub-total for B
C Total (A+B)
D Output per hour (unit)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A Sub-total for A
Name & Capacity
Equipment:
B Sub-total for B
C Total (A+B)
D Output per hour (unit)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
Sub-total for B
C Total (A+B)
D Output per hour (unit)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F
F
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
B
Sub-total for B
C Total (A+B)
D Output per hour (unit)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
B
Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A Sub-total for A
Name & Capacity
Equipment:
B Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A
A Sub-total for A
Name & Capacity
Equipment:
B Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A Sub-total for A
Name & Capacity
B
Equipment:
B Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A Sub-total for A
Name & Capacity
Equipment:
B
B Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A Sub-total for A
Name & Capacity
Equipment:
B Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A Sub-total for A
Name & Capacity
Equipment:
B Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F
F Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A Sub-total for A
Name & Capacity
Equipment:
B Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A Sub-total for A
Name & Capacity
Equipment:
B Sub-total for B
C Total (A+B)
D Output per hour (unit)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A Sub-total for A
Name & Capacity
Equipment:
B Sub-total for B
C Total (A+B)
D Output per hour (unit)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A Sub-total for A
Name & Capacity
B
Equipment:
B Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
A Sub-total for A
Name & Capacity
Equipment:
B Sub-total for B
C Total (A+B)
D Output per hour
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A Sub-total for A
Name & Capacity
Equipment:
B
B Sub-total for B
C Total (A+B)
D Output per hour
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A Sub-total for A
Name & Capacity
Equipment:
B
B Sub-total for B
C Total (A+B)
D Output per hour
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A Sub-total for A
Name & Capacity
Equipment:
B
B Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
B
B
Sub-total for B
C Total (A+B)
D Output per hour (unit)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
B
Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F
F
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F
F
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A Sub-total for A
Name & Capacity
Equipment:
B Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A
Sub-total for A
Name & Capacity
Equipment:
B
Sub-total for B
C Total (A+B)
D Output per hour (unit)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A
A
Sub-total for A
Name & Capacity
Equipment:
Sub-total for B
C Total (A+B)
D Output per hour (unit)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A Sub-total for A
Name & Capacity
Equipment:
B Sub-total for B
C Total (A+B)
D Output per hour (unit)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
B
B
Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A Sub-total for A
Name & Capacity
Equipment:
B
B Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
B
Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F
F
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
Sub-total for B
C Total (A+B)
D Output per hour (unit)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
B
Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A Sub-total for A
Name & Capacity
Equipment:
B Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F
F Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A Sub-total for A
Name & Capacity
Equipment:
B Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (C/D)
Name & Specification
Materials
F Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
Sub-total for B
C Total (A+B)
D Output per hour (unit)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A
A
Sub-total for A
Name & Capacity
Equipment:
B
Sub-total for B
C Total (A+B)
D Output per hour (unit)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
B
B
Sub-total for B
C Total (A+B)
D Output per hour (unit)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
B
Sub-total for B
C Total (A+B)
D Output per hour (unit)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
Sub-total for B
C Total (A+B)
D Output per hour (unit)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F
F
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
B
Sub-total for B
C Total (A+B)
D Output per hour (unit)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
Sub-total for B
C Total (A+B)
D Output per hour (unit)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
B
Sub-total for B
C Total (A+B)
D Output per hour (unit)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
B
Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A
A Sub-total for A
Name & Capacity
Equipment:
B Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
B
Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A Sub-total for A
Name & Capacity
Equipment:
B Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F
F Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
B
Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A Sub-total for A
Name & Capacity
Equipment:
B Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
B
Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A
A Sub-total for A
Name & Capacity
Equipment:
B Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A Sub-total for A
Name & Capacity
Equipment:
B
B Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A Sub-total for A
Name & Capacity
Equipment:
B
B Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A Sub-total for A
Name & Capacity
Equipment:
B Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A Sub-total for A
Name & Capacity
Equipment:
B Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (C/D)
Name & Specification
Materials
F Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A Sub-total for A
Name & Capacity
Equipment:
B
B Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A Sub-total for A
Name & Capacity
Equipment:
B Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
F
Materials
F Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
Sub-total for B
C Total (A+B)
D Output per hour (unit)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
B
Sub-total for B
C Total (A+B)
D Output per hour (unit)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A
A
Sub-total for A
Name & Capacity
Equipment:
Sub-total for B
C Total (A+B)
D Output per hour (unit)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
B
B
Sub-total for B
C Total (A+B)
D Output per hour (unit)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
Sub-total for B
C Total (A+B)
D Output per hour (unit)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
B
Sub-total for B
C Total (A+B)
D Output per hour (unit)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F
F
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
Sub-total for B
C Total (A+B)
D Output per hour (unit)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
B
Sub-total for B
C Total (A+B)
D Output per hour (unit)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
B
Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A Sub-total for A
Name & Capacity
Equipment:
B Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
B
B
Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A Sub-total for A
Name & Capacity
Equipment:
B Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
B
Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A Sub-total for A
Name & Capacity
Equipment:
B Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
B
Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A Sub-total for A
Name & Capacity
Equipment:
B Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A Sub-total for A
Name & Capacity
Equipment:
B Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A Sub-total for A
Name & Capacity
Equipment:
B Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A Sub-total for A
Name & Capacity
Equipment:
B Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A
A Sub-total for A
Name & Capacity
Equipment:
B Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (C/D)
Name & Specification
Materials
F Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A
A Sub-total for A
Name & Capacity
Equipment:
B Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A Sub-total for A
Name & Capacity
Equipment:
B
B Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A Sub-total for A
Name & Capacity
Equipment:
B Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
B
Sub-total for B
C Total (A+B)
D Output per hour (sq.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F
F
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A Sub-total for A
Name & Capacity
Equipment:
B Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (C/D)
Name & Specification
Materials
F Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A Sub-total for A
Name & Capacity
Equipment:
B Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (C/D)
Name & Specification
Materials
F Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A Sub-total for A
Name & Capacity
Equipment:
B Sub-total for B
C Total (A+B)
D Output per hour
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A Sub-total for A
Name & Capacity
Equipment:
B Sub-total for B
C Total (A+B)
D Output per hour
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
B
Sub-total for B
C Total (A+B)
D Output per hour (sq.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
B
Sub-total for B
C Total (A+B)
D Output per hour (sq.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F
F
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
B
Sub-total for B
C Total (A+B)
D Output per hour (sq.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A
Sub-total for A
Name & Capacity
Equipment:
B
Sub-total for B
C Total (A+B)
D Output per hour (unit)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A
Sub-total for A
Name & Capacity
Equipment:
B
Sub-total for B
C Total (A+B)
D Output per hour (sq.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
Sub-total for B
C Total (A+B)
D Output per hour
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
Sub-total for B
C Total (A+B)
D Output per hour
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A
Sub-total for A
Name & Capacity
Equipment:
B
Sub-total for B
C Total (A+B)
D Output per hour (sq.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A
Sub-total for A
Name & Capacity
Equipment:
B
Sub-total for B
C Total (A+B)
D Output per hour (sq.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
Sub-total for B
C Total (A+B)
D Output per hour (kg)
E Direct Unit Cost (C/D)
Name & Specification
Materials
F
F
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
Sub-total for B
C Total (A+B)
D Output per hour (unit)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
A
Labor
Sub-total for A
Name & Capacity
Equipment:
B
Sub-total for B
C Total (A+B)
D Output per hour (unit)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
B
Equipment:
Sub-total for B
C Total (A+B)
D Output per hour (unit)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
B
B
Sub-total for B
C Total (A+B)
D Output per hour (unit)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
Sub-total for B
C Total (A+B)
D Output per hour (unit)
E Direct Unit Cost (Price per unit)
Name & Specification
F
Materials
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
B
Sub-total for B
C Total (A+B)
D Output per hour (unit)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
Sub-total for B
C Total (A+B)
D Output per hour (unit)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
B
Sub-total for B
C Total (A+B)
D Output per hour (unit)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
B
Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A
A Sub-total for A
Name & Capacity
Equipment:
B Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
B
B
Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A Sub-total for A
Name & Capacity
Equipment:
B Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F
F Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
B
Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A Sub-total for A
Name & Capacity
Equipment:
B Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
B
Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A
A Sub-total for A
Name & Capacity
Equipment:
B Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A Sub-total for A
Name & Capacity
Equipment:
B Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A Sub-total for A
Name & Capacity
Equipment:
B
B Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A Sub-total for A
Name & Capacity
Equipment:
B Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A
A Sub-total for A
Name & Capacity
Equipment:
B Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (C/D)
Name & Specification
Materials
F Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A Sub-total for A
Name & Capacity
Equipment:
B Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A Sub-total for A
Name & Capacity
Equipment:
B Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A Sub-total for A
Name & Capacity
Equipment:
B Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
B
Sub-total for B
C Total (A+B)
D Output per hour (sq.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F
F
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A Sub-total for A
Name & Capacity
Equipment:
B Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (C/D)
Name & Specification
Materials
F Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A Sub-total for A
Name & Capacity
Equipment:
B Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (C/D)
Name & Specification
Materials
F Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A Sub-total for A
Name & Capacity
Equipment:
B Sub-total for B
C Total (A+B)
D Output per hour
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A Sub-total for A
Name & Capacity
Equipment:
B Sub-total for B
C Total (A+B)
D Output per hour
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
B
Sub-total for B
C Total (A+B)
D Output per hour (sq.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
F
Materials
F
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
B
Sub-total for B
C Total (A+B)
D Output per hour (sq.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A
Sub-total for A
Name & Capacity
Equipment:
B
Sub-total for B
C Total (A+B)
D Output per hour (sq.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
Sub-total for B
C Total (A+B)
D Output per hour
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F
F
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
Sub-total for B
C Total (A+B)
D Output per hour
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A
Sub-total for A
Name & Capacity
Equipment:
B
Sub-total for B
C Total (A+B)
D Output per hour (sq.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A
Sub-total for A
Name & Capacity
Equipment:
B
Sub-total for B
C Total (A+B)
D Output per hour (sq.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F
F
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
Sub-total for B
C Total (A+B)
D Output per hour (kg)
E Direct Unit Cost (C/D)
Name & Specification
Materials
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
Sub-total for B
C Total (A+B)
D Output per hour (unit)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
B
Sub-total for B
C Total (A+B)
D Output per hour (unit)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
Sub-total for B
C Total (A+B)
D Output per hour (unit)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
A
Labor
Sub-total for A
Name & Capacity
Equipment:
B
Sub-total for B
C Total (A+B)
D Output per hour (unit)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
B
Equipment:
Sub-total for B
C Total (A+B)
D Output per hour (unit)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
B
B
Sub-total for B
C Total (A+B)
D Output per hour (unit)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
Sub-total for B
C Total (A+B)
D Output per hour (unit)
E Direct Unit Cost (Price per unit)
Name & Specification
F
Materials
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
B
Sub-total for B
C Total (A+B)
D Output per hour (unit)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
B
Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A Sub-total for A
Name & Capacity
Equipment:
B Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
A
Labor
Sub-total for A
Name & Capacity
Equipment:
B
Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A Sub-total for A
Name & Capacity
Equipment:
B Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
B
Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A Sub-total for A
Name & Capacity
Equipment:
B Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
B
Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A Sub-total for A
Name & Capacity
Equipment:
B Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A Sub-total for A
Name & Capacity
Equipment:
B Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A
A Sub-total for A
Name & Capacity
Equipment:
B Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A
A Sub-total for A
Name & Capacity
Equipment:
B Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A Sub-total for A
Name & Capacity
Equipment:
B Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (C/D)
Name & Specification
Materials
F Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A Sub-total for A
Name & Capacity
Equipment:
B Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A
A Sub-total for A
Name & Capacity
Equipment:
B Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A Sub-total for A
Name & Capacity
Equipment:
B Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
B
B
Sub-total for B
C Total (A+B)
D Output per hour (sq.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A Sub-total for A
Name & Capacity
Equipment:
B Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (C/D)
Name & Specification
Materials
F Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A Sub-total for A
Name & Capacity
Equipment:
B Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (C/D)
Name & Specification
Materials
F Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A Sub-total for A
Name & Capacity
Equipment:
B Sub-total for B
C Total (A+B)
D Output per hour
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A Sub-total for A
Name & Capacity
B
Equipment:
B Sub-total for B
C Total (A+B)
D Output per hour
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A
A
Sub-total for A
Name & Capacity
Equipment:
B
Sub-total for B
C Total (A+B)
D Output per hour (sq.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
B
Sub-total for B
C Total (A+B)
D Output per hour (sq.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A
Sub-total for A
Name & Capacity
Equipment:
B
Sub-total for B
C Total (A+B)
D Output per hour (sq.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
Sub-total for B
C Total (A+B)
D Output per hour
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
Sub-total for B
C Total (A+B)
D Output per hour
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A
Sub-total for A
Name & Capacity
Equipment:
B
Sub-total for B
C Total (A+B)
D Output per hour (sq.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F
F
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A
Sub-total for A
Name & Capacity
Equipment:
B
Sub-total for B
C Total (A+B)
D Output per hour (sq.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
B
Equipment:
Sub-total for B
C Total (A+B)
D Output per hour (kg)
E Direct Unit Cost (C/D)
Name & Specification
Materials
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
SUMMARY
Item No./Description :
A
Total
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Mobilization
L.S.
1
Item Unit Quantity
a. Truck Mounted Crane Trip 1.00
b. Excavator Trip 2.00
c. Dump truck Trip 1.00
d. Manpower Person 29.00
e. Permit and Clearance L.S. 1.00
f. Toll Fees and Miscellaneous L.S. 1.00
g. Utilities Connection L.S 1.00
h. Barracks & Office L.S 5.00
Sub-total for A
Name & Capacity No. of Units No. of Hours
a. Foreman 1 16.00
b. Highly Skilled Operator 3 16.00
c. Unskilled Labor 6 16.00
Sub-total for B
Name & Capacity No. of Units No. of Hours
ment:
a. Minor Tools (10% of labor cost) 1 1.00
Sub-total for C
(A+B+C)
ut per hour (unit)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
Sub-total for G
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA
MUNICIPAL HALL
Project Billboard/ Signboard
1 each
Designation No. of Person No. of Hours
a. Foreman 1 8.00
b. Unskilled Labor 2 8.00
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (unit)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
PLYWOOD ORDINARY (0.0125m x 1.4m x 2.44m) pc 2.00
Tarpaulin pc 2.00
Assorted Lumber bd.ft. 100.00
Assorted CW Nails kg 4.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Construction of the Field Office of the Engineer
L.S
1
Designation No. of Person No. of Hours
a. Foreman 1 80.00
b. Skilled Laborer 3 80.00
b. Unskilled Labor 6 80.00
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a. One Bagger Mixer 1 30.00
b. Water Truck 1 8.00
c. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (unit)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
I. Earthworks
a. Gravel Bedding cu.m. 4.00
b. SelectedFill cu.m. 10.00
c. Soil Poisoning L 3.00
II. Concrete Works
a.Portland Cement bag 100.00
b. Crushed Gravel cu.m. 20.00
c. Washed Sand cu.m. 18.00
III. Reinforcing Bar
a. Deformed Round Bar Grade 40 kg 600.00
b. GI Tie Wire #16 kg 40.00
IV. Formworks
Ordinary Plywoord pc 20.00
Cocolumber (2''x3"x12) bdft 540.00
CWN Assorted kg 6.00
V. Masonry Works
CHB 6" tck pc 983.00
Portland Cement bag 50.00
Washed Sand cu.m. 7.00
10mm dia. x 6 RSB kg 80.00
GI Tie Wire #16 kg 4.00
VI.Hollow
a. DoorsCore
and Windows
Flush type swing door complete with accessories.
0.90m.x2.1m. set 6.00
Jalousie Window, 1.4m.x1.2m set 4.00
Jalousie Window, 2.8m.x1.2m. set 4.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Site Surveying
L.S.
1
Designation No. of Person No. of Hours
a. Surveyor 2 24.00
b. Assistant Surveyor 2 24.00
c. Laborer/Helper 4 24.00
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a.Total Station/Transit Rental 2 24.00
b. GPS Equipment Rental 2 24.00
c. Measuring Tools (Level Rod, Tape) 2 1.00
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
103.2.2 Structural Excavation
2141.27 cu.m.
20 cu.m. / hr
Designation No. of Person No. of Hours
a. Foreman 1 107.06
b. Highly Skilled Operator 1 107.06
c. Unskilled Labor 1 107.06
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a. Excavator 0.8 cu.m. bucket 2 107.06
b. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
MUNICIPAL HALL
PRE-CONSTRUCTION TERMITE SOIL TREATMENT (FOUN
1167.48 sq.m.
198.03 sq.m. / hr
Designation No. of Person No. of Hours
a. Foreman 1 1.47
b. Unskilled Labor 2 5.90
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a. Backpack Power Sprayer 1 5.90
b. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (unit)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
Termiticide L 4,864.89
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Gravel Bedding (Foundation)
563.20 cu.m.
6.26 cu.m. / hr
Designation No. of Person No. of Hours
a. Foreman 1 90.00
b. Skilled Labor 3 90.00
b. Unskilled Labor 5 90.00
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a. Plate Compactor 3 90.00
b. Excavator 0.3 cu.m. bucket 2 45.00
c. Water Truck/Pump 3 45.00
b. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (unit)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
GRAVEL G1 cu.m. 563.20
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
SCAFFOLDING ERECTION OF SUPPORT FOR COLUMN REBA
7182 cu.m.
60 cu.m. / hr
Designation No. of Person No. of Hours
a. Foreman 1 89.78
b. Skilled Labor 4 119.70
c. Unskilled Labor 5 119.70
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a. H-frame set w/ catwalk 700 119.70
b. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Rebar Fabrication Footing
33.73 metric ton
0.25 metric ton / hr
Designation No. of Person No. of Hours
a. Foreman 1 33.73
b. Steelman 6 134.90
c. Unskilled Labor 5 134.90
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
Bar Cutter 4 134.90
Bar Bender 4 134.90
b. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (unit)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
Reinforcing Steel bars Plain Grade 60 kg 32,942.00
Reinforcing Steel bars Deformed Grade 60 kg 783.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Rebar Fabrication for Columns
33.73 metric ton
0.25 metric ton / hr
Designation No. of Person No. of Hours
a. Foreman 1 33.73
b. Steelman 6 134.90
c. Unskilled Labor 5 134.90
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
Bar Cutter 4 134.90
Bar Bender 4 134.90
b. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (unit)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
Reinforcing Steel bars Plain Grade 60 kg 32,942.00
Reinforcing Steel bars Deformed Grade 60 kg 783.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Rebar Installation of Footing
metric ton
0.28 metric ton / hr
Designation No. of Person No. of Hours
a. Foreman 1 0.00
b. Steelman 6 0.00
c. Unskilled Labor 3 0.00
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
b. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (unit)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
G.I Wire #16 kg 923.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Rebar Installation of Column
0.00 metric ton
0.28 metric ton / hr
Designation No. of Person No. of Hours
a. Foreman 1 0.00
b. Steelman 6 0.00
c. Unskilled Labor 3 0.00
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
b. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (unit)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
G.I Wire #16 kg 923.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Formworks Fabrication for Footing
1886 sq.m.
20 sq.m. / hr
Designation No. of Person No. of Hours
a. Foreman 1 94.30
b. Skilled Labor 6 94.30
c. Unskilled Labor 10 94.30
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
PVC Board (18mmx1.2mx2.44m) pc 274.00
Cocolumber (2''x3"x12) bdft 840.00
CWN Assorted kg 50.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Formworks Fabrication for Column
1886 sq.m.
20 sq.m. / hr
Designation No. of Person No. of Hours
a. Foreman 1 94.30
b. Skilled Labor 6 94.30
c. Unskilled Labor 10 94.30
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
PVC Board (18mmx1.2mx2.44m) pc 274.00
Cocolumber (2''x3"x12) bdft 840.00
CWN Assorted kg 50.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Formworks Installation for Footing
1886 sq.m.
30 sq.m. / hr
Designation No. of Person No. of Hours
a. Foreman 1 62.87
b. Skilled Labor 6 62.87
c. Unskilled Labor 10 62.87
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
CWN Assorted kg 50.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Formworks Installation for Column
0 sq.m.
30 sq.m. / hr
Designation No. of Person No. of Hours
a. Foreman 1 0.00
b. Skilled Labor 6 0.00
c. Unskilled Labor 10 0.00
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
CWN Assorted kg 50.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
CONCRETE POURING OF FOOTINGS
1,248.74 cu.m.
7 cu.m. / hr
Designation No. of Person No. of Hours
a. Foreman 1 178.39
b. Skilled Labor 3 178.39
c. Unskilled Labor 6 178.39
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a.Concrete Vibrator 2 178.39
b. Concrete Pump Trailer Mounted 2 35.68
c. Boom Concrete Pump 2 178.39
d. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
READY MIX CONCRETE 4000PSI @ 14 DAYS cu.m. 1,248.74
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
CONCRETE POURING OF COLUMNS
1,248.74 cu.m.
7 cu.m. / hr
Designation No. of Person No. of Hours
a. Foreman 1 178.39
b. Skilled Labor 3 178.39
c. Unskilled Labor 6 178.39
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a.Concrete Vibrator 2 178.39
b. Concrete Pump Trailer Mounted 2 35.68
c. Boom Concrete Pump 2 178.39
d. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
READY MIX CONCRETE 4000PSI @ 14 DAYS cu.m. 1,248.74
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
STRIPPING OF FORMS OF FOOTINGS
0 sq.m.
30 sq.m. / hr
Designation No. of Person No. of Hours
a. Foreman 1 0.00
b. Skilled Labor 4 0.00
c. Unskilled Labor 10 0.00
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
STRIPPING OF FORMS OF COLUMNS (FOUNDATION)
0 sq.m.
30 sq.m. / hr
Designation No. of Person No. of Hours
a. Foreman 1 0.00
b. Skilled Labor 4 0.00
c. Unskilled Labor 10 0.00
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
TRENCH EXCAVATION GRADE BEAM
1395.68 cu.m.
15 cu.m. / hr
Designation No. of Person No. of Hours
a. Foreman 1 93.05
b. Highly Skilled Operator 2 93.05
c. Unskilled Labor 4 93.05
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a. Excavator 0.8 cu.m. bucket 2 93.05
b. Vibratory Roller 2 93.05
b. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
a. Common Borrow cu.m 1,395.68
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Gravel Bedding GRADE BEAM
563.20 cu.m.
6.26 cu.m. / hr
Designation No. of Person No. of Hours
a. Foreman 1 90.00
b. Skilled Labor 3 90.00
b. Unskilled Labor 5 90.00
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a. Plate Compactor 3 90.00
b. Excavator 0.3 cu.m. bucket 2 45.00
c. Water Truck/Pump 3 45.00
b. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (unit)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
GRAVEL G1 cu.m. 563.20
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
PRE-CONSTRUCTION TERMITE SOIL TREATMENT GRAD
1167.48 sq.m.
198.03 sq.m. / hr
Designation No. of Person No. of Hours
a. Foreman 1 1.47
b. Unskilled Labor 2 5.90
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a. Backpack Power Sprayer 1 5.90
b. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (unit)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
Termiticide L 4,864.89
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
GRAVEL BEDDING GRADE BEAM
102.80 cu.m.
1.20 cu.m. / hr
Designation No. of Person No. of Hours
a. Foreman 1 85.67
b. Unskilled Labor 8 85.67
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a. Plate Compactor 2 85.67
b. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (unit)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
GRAVEL G1 cu.m. 102.80
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Rebar Fabrication for GRADE BEAMS
33.73 metric ton
0.25 metric ton / hr
Designation No. of Person No. of Hours
a. Foreman 1 33.73
b. Steelman 6 134.90
c. Unskilled Labor 5 134.90
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
Bar Cutter 4 134.90
Bar Bender 4 134.90
b. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (unit)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
Reinforcing Steel bars Plain Grade 60 kg 32,942.00
Reinforcing Steel bars Deformed Grade 60 kg 783.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Rebar Installation of GRADE BEAMS
metric ton
0.28 metric ton / hr
Designation No. of Person No. of Hours
a. Foreman 1 0.00
b. Steelman 6 0.00
c. Unskilled Labor 3 0.00
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
b. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (unit)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
G.I Wire #16 kg 923.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Formworks Fabrication for GRADE BEAMS
1886 sq.m.
20 sq.m. / hr
Designation No. of Person No. of Hours
a. Foreman 1 94.30
b. Skilled Labor 6 94.30
c. Unskilled Labor 10 94.30
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
PVC Board (18mmx1.2mx2.44m) pc 274.00
Cocolumber (2''x3"x12) bdft 840.00
CWN Assorted kg 50.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Formworks Installation for GRADE BEAMS
1886 sq.m.
30 sq.m. / hr
Designation No. of Person No. of Hours
a. Foreman 1 62.87
b. Skilled Labor 6 62.87
c. Unskilled Labor 10 62.87
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
CWN Assorted kg 50.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
CONCRETE POURING OF GRADE BEAMS
1,248.74 cu.m.
7 cu.m. / hr
Designation No. of Person No. of Hours
a. Foreman 1 178.39
b. Skilled Labor 3 178.39
c. Unskilled Labor 6 178.39
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a.Concrete Vibrator 2 178.39
b. Concrete Pump Trailer Mounted 2 35.68
c. Boom Concrete Pump 2 178.39
d. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
READY MIX CONCRETE 4000PSI @ 14 DAYS cu.m. 1,248.74
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
STRIPPING OF FORMS OF GRADE BEAMS
1886 sq.m.
30 sq.m. / hr
Designation No. of Person No. of Hours
a. Foreman 1 62.87
b. Skilled Labor 4 62.87
c. Unskilled Labor 10 62.87
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
BACKFILL AND COMPACTION GRADE BEAM
1395.68 cu.m.
15 cu.m. / hr
Designation No. of Person No. of Hours
a. Foreman 1 93.05
b. Highly Skilled Operator 2 93.05
c. Unskilled Labor 4 93.05
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a. Excavator 0.8 cu.m. bucket 2 93.05
b. Vibratory Roller 2 93.05
b. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
a. Common Borrow cu.m 1,395.68
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
BACKFILL AND COMPACTION (FOUNDATION)
1395.68 cu.m.
15 cu.m. / hr
Designation No. of Person No. of Hours
a. Foreman 1 93.05
b. Highly Skilled Operator 2 93.05
c. Unskilled Labor 4 93.05
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a. Excavator 0.8 cu.m. bucket 2 93.05
b. Vibratory Roller 2 93.05
b. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
a. Common Borrow cu.m 1,395.68
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
TRENCH EXCAVATION (UTILITIES)
1395.68 cu.m.
15 cu.m. / hr
Designation No. of Person No. of Hours
a. Foreman 1 93.05
b. Highly Skilled Operator 2 93.05
c. Unskilled Labor 4 93.05
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a. Excavator 0.8 cu.m. bucket 2 93.05
b. Vibratory Roller 2 93.05
b. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
a. Common Borrow cu.m 1,395.68
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
EXCAVATION (CATCH BASIN, SEPTIC & CISTERN TANK)
1395.68 cu.m.
15 cu.m. / hr
Designation No. of Person No. of Hours
a. Foreman 1 93.05
b. Highly Skilled Operator 2 93.05
c. Unskilled Labor 4 93.05
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a. Excavator 0.8 cu.m. bucket 2 93.05
b. Vibratory Roller 2 93.05
b. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
a. Common Borrow cu.m 1,395.68
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
GRAVEL BEDDING (PLUMBING)
102.80 cu.m.
1.20 cu.m. / hr
Designation No. of Person No. of Hours
a. Foreman 1 85.67
b. Unskilled Labor 8 85.67
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a. Plate Compactor 2 85.67
b. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (unit)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
GRAVEL G1 cu.m. 102.80
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
GRAVEL BEDDING (CATCH BASIN, SEPTIC & CISTERN TANK)
102.80 cu.m.
1.20 cu.m. / hr
Designation No. of Person No. of Hours
a. Foreman 1 85.67
b. Unskilled Labor 8 85.67
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a. Plate Compactor 2 85.67
b. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (unit)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
GRAVEL G1 cu.m. 102.80
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
PIPE LAYING (PLUMBING)
L.S.
1
Designation No. of Person No. of Hours
a. Foreman 1 60.00
b. Skilled Labor 4 60.00
c. Unskilled Labor 3 60.00
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
G.I. PIPES (50mm D) PC 50.00
G.I. TEE, BANDED (50mm D) PC 6.00
G.I UNIONS, FLAT SEAT (50mm D) PC 47.00
G.I REDUCER (25.4mm D) PC 20.00
G.I. COUPLING ELBOW (50mm D) PC 8.00
BRONZE FAUCETS (12.7mm D) PC 28.00
GATE VALVE 25MM DIA PC 23.00
FLOOR DRAIN PC 94.00
TEFFLON TAPE ROLL 150.00
WATER METER PC 1.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
CONSTRUCTION OF CATCH BASIN
12 each
0.5 each/hour
Designation No. of Person No. of Hours
a. Foreman 1 32.00
b. Skilled Labor 2 32.00
c. Unskilled Labor 2 32.00
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
READY MIX CONCRETE 3000PSI @ 14 DAYS cu.m. 7.00
PVC Board (18mmx1.2mx2.44m) pc 9.00
Cocolumber (2''x3"x12) bdft 80.00
CWN Assorted kg 7.00
Reinforcing Steel bars Plain Grade 60 kg 98.00
GI Tie Wire kg 8.00
150mm PVC Pipe PC 64.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
CONSTRUCTION OF SEPTIC TANK
L.S.
1
Designation No. of Person No. of Hours
a. Foreman 1 120.00
b. Skilled Labor 2 120.00
c. Unskilled Labor 3 120.00
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
GRAVEL G1 cu.m. 2.00
READY MIX CONCRETE 3000PSI @ 14 DAYS cu.m. 56.74
PVC Board (18mmx1.2mx2.44m) pc 30.00
Cocolumber (2''x3"x12) bdft 72.00
CWN Assorted kg 10.00
PVC PIPES (151mm D) PC 16.00
PVC TEE (151mm D) PC 20.00
150mm D Brass Clean Out PC 20.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
CONSTRUCTION OF CISTERN TANK
L.S.
1
Designation No. of Person No. of Hours
a. Foreman 1 56.00
b. Skilled Labor 2 56.00
c. Unskilled Labor 3 56.00
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
READY MIX CONCRETE 3000PSI @ 14 DAYS cu.m. 34.00
GRAVEL G1 cu.m. 7.00
25mm D Stainless Steel Ladder Rung pc 4.00
3-ply Membrane Waterproofing sqm 4.00
Stainless Steel Manhole cover set 2.00
100 mm HDPE Perforated Pipe PN20 m 23.00
Bituline Membrane roll 11.00
Cementitious Tanking Compound 16L pail 2.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
PIPE LAYING OF CATCH BASIN
L.S.
1
Designation No. of Person No. of Hours
a. Foreman 1 60.00
b. Skilled Labor 4 60.00
c. Unskilled Labor 3 60.00
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
G.I. PIPES (50mm D) PC 50.00
G.I. TEE, BANDED (50mm D) PC 6.00
G.I UNIONS, FLAT SEAT (50mm D) PC 47.00
G.I REDUCER (25.4mm D) PC 20.00
G.I. COUPLING ELBOW (50mm D) PC 8.00
BRONZE FAUCETS (12.7mm D) PC 28.00
GATE VALVE 25MM DIA PC 23.00
FLOOR DRAIN PC 94.00
TEFFLON TAPE ROLL 150.00
WATER METER PC 1.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
INSTALLATION OF REBAR FOR COLUMNS (GROUND FLOOR)
1.00 metric ton
0.28 metric ton / hr
Designation No. of Person No. of Hours
a. Foreman 1 0.89
b. Steelman 6 3.57
c. Unskilled Labor 3 3.57
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
b. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (unit)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
G.I Wire #16 kg 923.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
INSTALLATION OF FORMWORKS FOR COLUMNS (GROUND F
1886 sq.m.
20 sq.m. / hr
Designation No. of Person No. of Hours
a. Foreman 1 94.30
b. Skilled Labor 6 94.30
c. Unskilled Labor 10 94.30
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
PVC Board (18mmx1.2mx2.44m) pc 274.00
Cocolumber (2''x3"x12) bdft 840.00
CWN Assorted kg 50.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
CONCRETE POURING OF COLUMNS (GROUND FLOOR)
1,248.74 cu.m.
7 cu.m. / hr
Designation No. of Person No. of Hours
a. Foreman 1 178.39
b. Skilled Labor 3 178.39
c. Unskilled Labor 6 178.39
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a.Concrete Vibrator 2 178.39
b. Concrete Pump Trailer Mounted 2 35.68
c. Boom Concrete Pump 2 178.39
d. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
READY MIX CONCRETE 4000PSI @ 14 DAYS cu.m. 1,248.74
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
STRIPPING OF FORMS OF COLUMNS (GROUND FLOOR)
No. of Units sq.m.
30 sq.m. / hr
Designation No. of Person No. of Hours
a. Foreman 1 #VALUE!
b. Skilled Labor 4 #VALUE!
c. Unskilled Labor 10 #VALUE!
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
MUNICIPAL HALL
PRE-CONSTRUCTION TERMITE SOIL TREATMENT (SLAB O
1167.48 sq.m.
198.03 sq.m. / hr
Designation No. of Person No. of Hours
a. Foreman 1 1.47
b. Unskilled Labor 2 5.90
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a. Backpack Power Sprayer 1 5.90
b. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (unit)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
Termiticide L 4,864.89
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Gravel Bedding (Foundation)
563.20 cu.m.
6.26 cu.m. / hr
Designation No. of Person No. of Hours
a. Foreman 1 90.00
b. Skilled Labor 3 90.00
b. Unskilled Labor 5 90.00
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a. Plate Compactor 3 90.00
b. Excavator 0.3 cu.m. bucket 2 45.00
c. Water Truck/Pump 3 45.00
b. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (unit)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
GRAVEL G1 cu.m. 563.20
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
REBAR INSTALLATION FOR SLAB ON GRADE
19.83 metric ton
0.25 metric ton / hr
Designation No. of Person No. of Hours
a. Foreman 1 79.33
b. Steelman 4 79.33
c. Unskilled Labor 3 79.33
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
Bar Cutter 2 79.33
Bar Bender 2 79.33
Minor Tools (10% of Labor Cost)
Sub-total for B
(A+B)
ut per hour (unit)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
Reinforcing Steel bars Plain Grade 60 kg 19,832.46
G.I Wire #16 kg 6,239.82
Consumables (5% of material Cost)
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
INSTALLATION OF FORMWORKS FOR SLAB ON GRADE
2745.25 sq.m.
50 sq.m. / hr
Designation No. of Person No. of Hours
a. Foreman 1 54.91
b. Skilled Labor 3 54.91
c. Unskilled Labor 5 54.91
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
PVC Board (18mmx1.2mx2.44m) pc 60.00
Cocolumber (2''x3"x12) bdft 492.00
CWN Assorted kg 20.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
CONCRETE POURING OF SLAB ON GRADE
844.8 cu.m.
8 cu.m. / hr
Designation No. of Person No. of Hours
a. Foreman 1 105.60
b. Skilled Labor 3 105.60
c. Unskilled Labor 4 105.60
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a.Concrete Vibrator 2 105.60
b. Concrete Pump Trailer Mounted 2 105.60
c. Boom Concrete Pump 2 105.60
d. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
READY MIX CONCRETE3500PSI @ 14 DAYS cu.m. 844.80
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
STRIPPING OF FORMS OF SLAB ON GRADE
0 sq.m.
50 sq.m. / hr
Designation No. of Person No. of Hours
a. Foreman 1 0.00
b. Skilled Labor 4 0.00
c. Unskilled Labor 4 0.00
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
FABRICATION OF REBAR FOR COLUMNS GROUND FLOOR
33.73 metric ton
0.25 metric ton / hr
Designation No. of Person No. of Hours
a. Foreman 1 33.73
b. Steelman 6 134.90
c. Unskilled Labor 5 134.90
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
Bar Cutter 4 134.90
Bar Bender 4 134.90
b. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (unit)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
Reinforcing Steel bars Plain Grade 60 kg 32,942.00
Reinforcing Steel bars Deformed Grade 60 kg 783.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
FABRICATION OF FORMWORKS FOR COLUMNS GROUND FLO
1886 sq.m.
20 sq.m. / hr
Designation No. of Person No. of Hours
a. Foreman 1 94.30
b. Skilled Labor 6 94.30
c. Unskilled Labor 10 94.30
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
PVC Board (18mmx1.2mx2.44m) pc 274.00
Cocolumber (2''x3"x12) bdft 840.00
CWN Assorted kg 50.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
PLUMBING ROUGH INS (GROUND FLOOR)
L.S.
1
Designation No. of Person No. of Hours
a. Foreman 1 64.00
b. Skilled Labor 4 64.00
c. Unskilled Labor 2 64.00
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
PVC PIPES (202mm D) PC 7.00
PVC PIPES (151mm D) PC 38.00
PVC PIPES (101mm D) PC 59.00
PVC PIPES (76mm D) PC 17.00
PVC PIPES (50mm D) PC 69.00
PVC TEE (50mm D) PC 79.00
PVC 45deg. (3mm BEND x 50mm) PC 20.00
PVC 45deg. (3mm BEND x 76mm) PC 19.00
PVC 45deg. (3mm BEND x 101mm) PC 16.00
PVC 90deg (3mm BEND x 50mm) PC 28.00
PVC 90deg (3mm BEND x 76mm) PC 9.00
PVC 90deg (3mm BEND x 101mm) PC 29.00
PVC P-TRAP W/ PLUG & SEALING RING (50mm) PC 20.00
PVC P-TRAP W/ PLUG & SEALING RING (76mm) PC 15.00
PVC CLEAN-OUT W/ PLUG & SEALING RING (101mm) PC 29.00
PVC 45deg. SINGLE BRANCH, WYE (101mm x 50mm) PC 13.00
PVC 45deg. SINGLE BRANCH, WYE (101mm x 76mm) PC 9.00
PVC 45deg. SINGLE BRANCH, WYE (101mm x 101mm) PC 18.00
SOLVENT CAN 25.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
ELECTRICAL ROUGH INS (GROUND FLOOR)
1,301.00 pc
13 pc/hour
Designation No. of Person No. of Hours
a. Foreman 1 100.08
b. Skilled Labor 1 100.08
c. Unskilled Labor 3 100.08
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (C/D)
Name & Specification Unit Quantity
ials
15mm dia. IMC pc 1,093.00
20mm dia. IMC pc 50.00
25mm dia. IMC pc 80.00
32mm dia. IMC pc 20.00
50mm dia. IMC pc 50.00
80mm dia. IMC pc 8.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
DISMANTLING SCAFFOLDING OF SUPPORT FOR COLUMN (G
7182 cu.m.
80 cu.m. / hr
Designation No. of Person No. of Hours
a. Foreman 1 89.78
b. Skilled Labor 4 89.78
c. Unskilled Labor 8 89.78
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a. H-frame set w/ catwalk 700 89.78
b. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
SCAFFOLDING ERECTION OF SUPPORT FOR SECOND FLOOR
7182 cu.m.
60 cu.m. / hr
Designation No. of Person No. of Hours
a. Foreman 1 89.78
b. Skilled Labor 4 119.70
c. Unskilled Labor 5 119.70
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a. H-frame set w/ catwalk 700 119.70
b. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
FABRICATION OF REBAR FOR BEAMS SECOND FLOOR
33.73 metric ton
0.25 metric ton / hr
Designation No. of Person No. of Hours
a. Foreman 1 33.73
b. Steelman 6 134.90
c. Unskilled Labor 5 134.90
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
Bar Cutter 4 134.90
Bar Bender 4 134.90
b. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (unit)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
Reinforcing Steel bars Plain Grade 60 kg 32,942.00
Reinforcing Steel bars Deformed Grade 60 kg 783.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
INSTALLATION OF REBAR OF BEAMS (SECOND FLOOR)
metric ton
0.28 metric ton / hr
Designation No. of Person No. of Hours
a. Foreman 1 0.00
b. Steelman 6 0.00
c. Unskilled Labor 3 0.00
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
b. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (unit)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
G.I Wire #16 kg 923.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
FABRICATION OF REBAR FOR SUSPENDED SLAB SECOND FL
33.73 metric ton
0.25 metric ton / hr
Designation No. of Person No. of Hours
a. Foreman 1 33.73
b. Steelman 6 134.90
c. Unskilled Labor 5 134.90
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
Bar Cutter 4 134.90
Bar Bender 4 134.90
b. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (unit)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
Reinforcing Steel bars Plain Grade 60 kg 32,942.00
Reinforcing Steel bars Deformed Grade 60 kg 783.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
INSTALLATION OF REBAR OF SUSPENDED SLAB (SECOND F
metric ton
0.28 metric ton / hr
Designation No. of Person No. of Hours
a. Foreman 1 0.00
b. Steelman 6 0.00
c. Unskilled Labor 3 0.00
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
b. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (unit)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
G.I Wire #16 kg 923.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
FABRICATION OF REBAR FOR STAIRS (GF-2F)
33.73 metric ton
0.25 metric ton / hr
Designation No. of Person No. of Hours
a. Foreman 1 33.73
b. Steelman 6 134.90
c. Unskilled Labor 5 134.90
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
Bar Cutter 4 134.90
Bar Bender 4 134.90
b. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (unit)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
Reinforcing Steel bars Plain Grade 60 kg 32,942.00
Reinforcing Steel bars Deformed Grade 60 kg 783.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
INSTALLATION OF REBARS OF STAIRS ( GF TO 2F)
metric ton
0.28 metric ton / hr
Designation No. of Person No. of Hours
a. Foreman 1 0.00
b. Steelman 6 0.00
c. Unskilled Labor 3 0.00
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
b. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (unit)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
G.I Wire #16 kg 923.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
FABRICATION OF REBAR FOR COLUMNS SECOND FLOOR
33.73 metric ton
0.25 metric ton / hr
Designation No. of Person No. of Hours
a. Foreman 1 33.73
b. Steelman 6 134.90
c. Unskilled Labor 5 134.90
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
Bar Cutter 4 134.90
Bar Bender 4 134.90
b. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (unit)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
Reinforcing Steel bars Plain Grade 60 kg 32,942.00
Reinforcing Steel bars Deformed Grade 60 kg 783.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
INSTALLATION OF REBARS FOR COLUMNS (SECOND FLOOR
metric ton
0.28 metric ton / hr
Designation No. of Person No. of Hours
a. Foreman 1 0.00
b. Steelman 6 0.00
c. Unskilled Labor 3 0.00
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
b. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (unit)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
G.I Wire #16 kg 923.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
FABRICATION OF FORMWORKS FOR BEAM SECOND FLOOR
1886 sq.m.
20 sq.m. / hr
Designation No. of Person No. of Hours
a. Foreman 1 94.30
b. Skilled Labor 6 94.30
c. Unskilled Labor 10 94.30
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
PVC Board (18mmx1.2mx2.44m) pc 274.00
Cocolumber (2''x3"x12) bdft 840.00
CWN Assorted kg 50.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
INSTALLATION OF FORMS OF BEAMS (SECOND FLOOR)
1886 sq.m.
30 sq.m. / hr
Designation No. of Person No. of Hours
a. Foreman 1 62.87
b. Skilled Labor 6 62.87
c. Unskilled Labor 10 62.87
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
CWN Assorted kg 50.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
FABRICATION OF FORMWORK FOR SUSPENDED SLAB SECO
1886 sq.m.
20 sq.m. / hr
Designation No. of Person No. of Hours
a. Foreman 1 94.30
b. Skilled Labor 6 94.30
c. Unskilled Labor 10 94.30
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
PVC Board (18mmx1.2mx2.44m) pc 274.00
Cocolumber (2''x3"x12) bdft 840.00
CWN Assorted kg 50.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
INSTALLATION OF FORMS OF SUSPENDED SLAB ( SECOND F
1886 sq.m.
30 sq.m. / hr
Designation No. of Person No. of Hours
a. Foreman 1 62.87
b. Skilled Labor 6 62.87
c. Unskilled Labor 10 62.87
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
CWN Assorted kg 50.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
FABRICATION OF FORMWORKS FOR STAIRS (GF-2F)
1886 sq.m.
20 sq.m. / hr
Designation No. of Person No. of Hours
a. Foreman 1 94.30
b. Skilled Labor 6 94.30
c. Unskilled Labor 10 94.30
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
PVC Board (18mmx1.2mx2.44m) pc 274.00
Cocolumber (2''x3"x12) bdft 840.00
CWN Assorted kg 50.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
INSTALLATION OF FORMS OF STAIRS (GF TO 2F)
1886 sq.m.
30 sq.m. / hr
Designation No. of Person No. of Hours
a. Foreman 1 62.87
b. Skilled Labor 6 62.87
c. Unskilled Labor 10 62.87
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
CWN Assorted kg 50.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
FABRICATION OF FORMWORKS FOR COLUMNS SECOND FLO
1886 sq.m.
20 sq.m. / hr
Designation No. of Person No. of Hours
a. Foreman 1 94.30
b. Skilled Labor 6 94.30
c. Unskilled Labor 10 94.30
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
PVC Board (18mmx1.2mx2.44m) pc 274.00
Cocolumber (2''x3"x12) bdft 840.00
CWN Assorted kg 50.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
INSTALLATION OF FORMS OF COLUMNS ( SECOND FLOOR)
1886 sq.m.
30 sq.m. / hr
Designation No. of Person No. of Hours
a. Foreman 1 62.87
b. Skilled Labor 6 62.87
c. Unskilled Labor 10 62.87
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
CWN Assorted kg 50.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
CONCRETING OF BEAMS, SLABS AND STAIRS (SECOND FLOO
1,248.74 cu.m.
7 cu.m. / hr
Designation No. of Person No. of Hours
a. Foreman 1 178.39
b. Skilled Labor 3 178.39
c. Unskilled Labor 6 178.39
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a.Concrete Vibrator 2 178.39
b. Concrete Pump Trailer Mounted 2 35.68
c. Boom Concrete Pump 2 178.39
d. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
READY MIX CONCRETE 4000PSI @ 14 DAYS cu.m. 1,248.74
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
CONCRETING OF COLUMNS (SECOND FLOOR)
1,248.74 cu.m.
7 cu.m. / hr
Designation No. of Person No. of Hours
a. Foreman 1 178.39
b. Skilled Labor 3 178.39
c. Unskilled Labor 6 178.39
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a.Concrete Vibrator 2 178.39
b. Concrete Pump Trailer Mounted 2 35.68
c. Boom Concrete Pump 2 178.39
d. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
READY MIX CONCRETE 4000PSI @ 14 DAYS cu.m. 1,248.74
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
PLUMBING ROUGH INS (SECOND FLOOR)
L.S.
1
Designation No. of Person No. of Hours
a. Foreman 1 64.00
b. Skilled Labor 4 64.00
c. Unskilled Labor 2 64.00
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
PVC PIPES (202mm D) PC 7.00
PVC PIPES (151mm D) PC 38.00
PVC PIPES (101mm D) PC 59.00
PVC PIPES (76mm D) PC 17.00
PVC PIPES (50mm D) PC 69.00
PVC TEE (50mm D) PC 79.00
PVC 45deg. (3mm BEND x 50mm) PC 20.00
PVC 45deg. (3mm BEND x 76mm) PC 19.00
PVC 45deg. (3mm BEND x 101mm) PC 16.00
PVC 90deg (3mm BEND x 50mm) PC 28.00
PVC 90deg (3mm BEND x 76mm) PC 9.00
PVC 90deg (3mm BEND x 101mm) PC 29.00
PVC P-TRAP W/ PLUG & SEALING RING (50mm) PC 20.00
PVC P-TRAP W/ PLUG & SEALING RING (76mm) PC 15.00
PVC CLEAN-OUT W/ PLUG & SEALING RING (101mm) PC 29.00
PVC 45deg. SINGLE BRANCH, WYE (101mm x 50mm) PC 13.00
PVC 45deg. SINGLE BRANCH, WYE (101mm x 76mm) PC 9.00
PVC 45deg. SINGLE BRANCH, WYE (101mm x 101mm) PC 18.00
SOLVENT CAN 25.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
ELECTRICAL ROUGH INS (SECOND FLOOR)
1,301.00 pc
13 pc/hour
Designation No. of Person No. of Hours
a. Foreman 1 100.08
b. Skilled Labor 1 100.08
c. Unskilled Labor 3 100.08
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (C/D)
Name & Specification Unit Quantity
ials
15mm dia. IMC pc 1,093.00
20mm dia. IMC pc 50.00
25mm dia. IMC pc 80.00
32mm dia. IMC pc 20.00
50mm dia. IMC pc 50.00
80mm dia. IMC pc 8.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
STRIPPING OF FORMS FOR BEAMS, SLABS AND STAIRS(SEC
0 sq.m.
30 sq.m. / hr
Designation No. of Person No. of Hours
a. Foreman 1 0.00
b. Skilled Labor 4 0.00
c. Unskilled Labor 10 0.00
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
STRIPPING OF FORMS OF COLUMNS (SECOND FLOOR)
0 sq.m.
30 sq.m. / hr
Designation No. of Person No. of Hours
a. Foreman 1 0.00
b. Skilled Labor 4 0.00
c. Unskilled Labor 10 0.00
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
DISMANTLING OF SCAFFOLDING SUPPORT FOR SECOND FL
7182 cu.m.
80 cu.m. / hr
Designation No. of Person No. of Hours
a. Foreman 1 89.78
b. Skilled Labor 4 89.78
c. Unskilled Labor 8 89.78
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a. H-frame set w/ catwalk 700 89.78
b. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
SCAFFOLDING ERECTION OF SUPPORT FOR THIRD FLOOR
7182 cu.m.
60 cu.m. / hr
Designation No. of Person No. of Hours
a. Foreman 1 89.78
b. Skilled Labor 4 119.70
c. Unskilled Labor 5 119.70
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a. H-frame set w/ catwalk 700 119.70
b. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
FABRICATION OF REBAR FOR BEAMS THIRD FLOOR
33.73 metric ton
0.25 metric ton / hr
Designation No. of Person No. of Hours
a. Foreman 1 33.73
b. Steelman 6 134.90
c. Unskilled Labor 5 134.90
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
Bar Cutter 4 134.90
Bar Bender 4 134.90
b. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (unit)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
Reinforcing Steel bars Plain Grade 60 kg 32,942.00
Reinforcing Steel bars Deformed Grade 60 kg 783.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
INSTALLATION OF REBAR OF BEAMS (THIRD FLOOR)
metric ton
0.28 metric ton / hr
Designation No. of Person No. of Hours
a. Foreman 1 0.00
b. Steelman 6 0.00
c. Unskilled Labor 3 0.00
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
b. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (unit)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
G.I Wire #16 kg 923.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
FABRICATION OF REBAR FOR SUSPENDED SLAB THIRD FLO
33.73 metric ton
0.25 metric ton / hr
Designation No. of Person No. of Hours
a. Foreman 1 33.73
b. Steelman 6 134.90
c. Unskilled Labor 5 134.90
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
Bar Cutter 4 134.90
Bar Bender 4 134.90
b. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (unit)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
Reinforcing Steel bars Plain Grade 60 kg 32,942.00
Reinforcing Steel bars Deformed Grade 60 kg 783.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
INSTALLATION OF REBAR OF SUSPENDED SLAB (THIRD FLO
metric ton
0.28 metric ton / hr
Designation No. of Person No. of Hours
a. Foreman 1 0.00
b. Steelman 6 0.00
c. Unskilled Labor 3 0.00
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
b. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (unit)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
G.I Wire #16 kg 923.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
FABRICATION OF REBAR FOR STAIRS (2F-3F)
33.73 metric ton
0.25 metric ton / hr
Designation No. of Person No. of Hours
a. Foreman 1 33.73
b. Steelman 6 134.90
c. Unskilled Labor 5 134.90
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
Bar Cutter 4 134.90
Bar Bender 4 134.90
b. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (unit)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
Reinforcing Steel bars Plain Grade 60 kg 32,942.00
Reinforcing Steel bars Deformed Grade 60 kg 783.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
INSTALLATION OF REBARS OF STAIRS ( 2F TO 3F)
metric ton
0.28 metric ton / hr
Designation No. of Person No. of Hours
a. Foreman 1 0.00
b. Steelman 6 0.00
c. Unskilled Labor 3 0.00
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
b. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (unit)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
G.I Wire #16 kg 923.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
FABRICATION OF REBAR FOR COLUMNS THIRD FLOOR
33.73 metric ton
0.25 metric ton / hr
Designation No. of Person No. of Hours
a. Foreman 1 33.73
b. Steelman 6 134.90
c. Unskilled Labor 5 134.90
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
Bar Cutter 4 134.90
Bar Bender 4 134.90
b. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (unit)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
Reinforcing Steel bars Plain Grade 60 kg 32,942.00
Reinforcing Steel bars Deformed Grade 60 kg 783.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
INSTALLATION OF REBARS FOR COLUMNS (THIRD FLOOR)
metric ton
0.28 metric ton / hr
Designation No. of Person No. of Hours
a. Foreman 1 0.00
b. Steelman 6 0.00
c. Unskilled Labor 3 0.00
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
b. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (unit)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
G.I Wire #16 kg 923.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
FABRICATION OF FORMWORKS FOR BEAM THIRD FLOOR
1886 sq.m.
20 sq.m. / hr
Designation No. of Person No. of Hours
a. Foreman 1 94.30
b. Skilled Labor 6 94.30
c. Unskilled Labor 10 94.30
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
PVC Board (18mmx1.2mx2.44m) pc 274.00
Cocolumber (2''x3"x12) bdft 840.00
CWN Assorted kg 50.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
INSTALLATION OF FORMS OF BEAMS (THIRD FLOOR)
1886 sq.m.
30 sq.m. / hr
Designation No. of Person No. of Hours
a. Foreman 1 62.87
b. Skilled Labor 6 62.87
c. Unskilled Labor 10 62.87
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
CWN Assorted kg 50.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
FABRICATION OF FORMWORK FOR SUSPENDED SLAB THIRD
1886 sq.m.
20 sq.m. / hr
Designation No. of Person No. of Hours
a. Foreman 1 94.30
b. Skilled Labor 6 94.30
c. Unskilled Labor 10 94.30
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
PVC Board (18mmx1.2mx2.44m) pc 274.00
Cocolumber (2''x3"x12) bdft 840.00
CWN Assorted kg 50.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
INSTALLATION OF FORMS OF SUSPENDED SLAB (THIRD FLO
1886 sq.m.
30 sq.m. / hr
Designation No. of Person No. of Hours
a. Foreman 1 62.87
b. Skilled Labor 6 62.87
c. Unskilled Labor 10 62.87
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
CWN Assorted kg 50.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
FABRICATION OF FORMWORKS FOR STAIRS (2F-3F)
1886 sq.m.
20 sq.m. / hr
Designation No. of Person No. of Hours
a. Foreman 1 94.30
b. Skilled Labor 6 94.30
c. Unskilled Labor 10 94.30
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
PVC Board (18mmx1.2mx2.44m) pc 274.00
Cocolumber (2''x3"x12) bdft 840.00
CWN Assorted kg 50.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
INSTALLATION OF FORMS OF STAIRS ( 2F TO 3F)
1886 sq.m.
30 sq.m. / hr
Designation No. of Person No. of Hours
a. Foreman 1 62.87
b. Skilled Labor 6 62.87
c. Unskilled Labor 10 62.87
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
CWN Assorted kg 50.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
FABRICATION OF FORMWORKS FOR COLUMNS THIRD FLOO
1886 sq.m.
20 sq.m. / hr
Designation No. of Person No. of Hours
a. Foreman 1 94.30
b. Skilled Labor 6 94.30
c. Unskilled Labor 10 94.30
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
PVC Board (18mmx1.2mx2.44m) pc 274.00
Cocolumber (2''x3"x12) bdft 840.00
CWN Assorted kg 50.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
INSTALLATION OF FORMS OF COLUMNS (THIRD FLOOR)
1886 sq.m.
30 sq.m. / hr
Designation No. of Person No. of Hours
a. Foreman 1 62.87
b. Skilled Labor 6 62.87
c. Unskilled Labor 10 62.87
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
CWN Assorted kg 50.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
CONCRETING OF BEAMS, SLABS AND STAIRS (THIRD FLOOR
1,248.74 cu.m.
7 cu.m. / hr
Designation No. of Person No. of Hours
a. Foreman 1 178.39
b. Skilled Labor 3 178.39
c. Unskilled Labor 6 178.39
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a.Concrete Vibrator 2 178.39
b. Concrete Pump Trailer Mounted 2 35.68
c. Boom Concrete Pump 2 178.39
d. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
READY MIX CONCRETE 4000PSI @ 14 DAYS cu.m. 1,248.74
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
CONCRETING OF COLUMNS (THIRD FLOOR)
1,248.74 cu.m.
7 cu.m. / hr
Designation No. of Person No. of Hours
a. Foreman 1 178.39
b. Skilled Labor 3 178.39
c. Unskilled Labor 6 178.39
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a.Concrete Vibrator 2 178.39
b. Concrete Pump Trailer Mounted 2 35.68
c. Boom Concrete Pump 2 178.39
d. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
READY MIX CONCRETE 4000PSI @ 14 DAYS cu.m. 1,248.74
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
PLUMBING ROUGH INS (THIRD FLOOR)
L.S.
1
Designation No. of Person No. of Hours
a. Foreman 1 64.00
b. Skilled Labor 4 64.00
c. Unskilled Labor 2 64.00
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
PVC PIPES (202mm D) PC 7.00
PVC PIPES (151mm D) PC 38.00
PVC PIPES (101mm D) PC 59.00
PVC PIPES (76mm D) PC 17.00
PVC PIPES (50mm D) PC 69.00
PVC TEE (50mm D) PC 79.00
PVC 45deg. (3mm BEND x 50mm) PC 20.00
PVC 45deg. (3mm BEND x 76mm) PC 19.00
PVC 45deg. (3mm BEND x 101mm) PC 16.00
PVC 90deg (3mm BEND x 50mm) PC 28.00
PVC 90deg (3mm BEND x 76mm) PC 9.00
PVC 90deg (3mm BEND x 101mm) PC 29.00
PVC P-TRAP W/ PLUG & SEALING RING (50mm) PC 20.00
PVC P-TRAP W/ PLUG & SEALING RING (76mm) PC 15.00
PVC CLEAN-OUT W/ PLUG & SEALING RING (101mm) PC 29.00
PVC 45deg. SINGLE BRANCH, WYE (101mm x 50mm) PC 13.00
PVC 45deg. SINGLE BRANCH, WYE (101mm x 76mm) PC 9.00
PVC 45deg. SINGLE BRANCH, WYE (101mm x 101mm) PC 18.00
SOLVENT CAN 25.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
ELECTRICAL ROUGH INS (THIRD FLOOR)
1,301.00 pc
13 pc/hour
Designation No. of Person No. of Hours
a. Foreman 1 100.08
b. Skilled Labor 1 100.08
c. Unskilled Labor 3 100.08
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (C/D)
Name & Specification Unit Quantity
ials
15mm dia. IMC pc 1,093.00
20mm dia. IMC pc 50.00
25mm dia. IMC pc 80.00
32mm dia. IMC pc 20.00
50mm dia. IMC pc 50.00
80mm dia. IMC pc 8.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
STRIPPING OF FORMS FOR BEAMS, SLABS AND STAIRS(THIR
0 sq.m.
30 sq.m. / hr
Designation No. of Person No. of Hours
a. Foreman 1 0.00
b. Skilled Labor 4 0.00
c. Unskilled Labor 10 0.00
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
STRIPPING OF FORMS OF COLUMNS (THIRD FLOOR)
0 sq.m.
30 sq.m. / hr
Designation No. of Person No. of Hours
a. Foreman 1 0.00
b. Skilled Labor 4 0.00
c. Unskilled Labor 10 0.00
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
PLUMBING PIPES INSTALLATION SECOND FLOOR
L.S.
1
Designation No. of Person No. of Hours
a. Foreman 1 60.00
b. Skilled Labor 4 60.00
c. Unskilled Labor 3 60.00
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
G.I. PIPES (50mm D) PC 50.00
G.I. TEE, BANDED (50mm D) PC 6.00
G.I UNIONS, FLAT SEAT (50mm D) PC 47.00
G.I REDUCER (25.4mm D) PC 20.00
G.I. COUPLING ELBOW (50mm D) PC 8.00
BRONZE FAUCETS (12.7mm D) PC 28.00
GATE VALVE 25MM DIA PC 23.00
FLOOR DRAIN PC 94.00
TEFFLON TAPE ROLL 150.00
WATER METER PC 1.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
CHB Laying (Class B Mixture)
7272.49 sq.m.
25 sq.m. / hr
Designation No. of Person No. of Hours
a. Foreman 1 290.90
b. Skilled Labor 4 290.90
c. Unskilled Labor 7 290.90
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (sq.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
CHB 6" PC 48,392.00
CHB 4" PC 48,896.00
Sand S1 PC 428.00
Portland Cement 40 kg PC 5,929.00
G.I Tie Wires #16 kg 403.00
Deformed Bars 10mm dia. x 12 m PC 2,813.00
Consumables (5% of Material Cost)
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL ELECTRICAL CONDUITS, UTILITY BOX AND PANEL BOARD
INSTALLATION (GROUND FLOOR)
182 pc
2 pc
Designation No. of Person No. of Hours
a. Foreman 1 91.00
b. Skilled Labor 3 91.00
c. Unskilled Labor 2 91.00
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (C/D)
Name & Specification Unit Quantity
ials
15A Circuit Breaker pc 35
20A Circuit Breaker pc 52
30A Circuit Breaker pc 38
40A Circuit Breaker pc 11
50A Circuit Breaker pc 5
60A Circuit Breaker pc 6
100A Circuit Breaker pc 7
175A Circuit Breaker pc 2
225A Circuit Breaker pc 2
4- Branch Panel Board pc 2
6- Branch Panel Board pc 7
16- Branch Panel Board pc 4
18- Branch Panel Board pc 2
22- Branch Panel Board set 3
28- Branch Panel Board pc 6
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
CABLE PULLING OF ELECTRICAL WIRES (GROUND FLOOR)
10111 m
200 m/hour
Designation No. of Person No. of Hours
a. Foreman 1 50.56
b. Skilled Labor 4 50.56
c. Unskilled Labor 2 50.56
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (C/D)
Name & Specification Unit Quantity
ials
ELECTRIC WIRES THWN/THHN 2.0 mm2 roll 32.00
ELECTRIC WIRES THWN/THHN 3.5 mm2 roll 21.00
ELECTRIC WIRES THWN/THHN 5.5 mm2 roll 45.00
ELECTRIC WIRES THWN/THHN 8.00 mm2 m 28.00
ELECTRIC WIRES THWN/THHN 14 mm2 roll 12.00
ELECTRIC WIRES THWN/THHN 22 mm2 m 27.00
ELECTRIC WIRES THWN/THHN 30 mm2 m 21.00
ELECTRIC WIRES THWN/THHN 60 mm2 roll 5.00
ELECTRIC WIRES THWN/THHN 100 mm2 m 16.00
ELECTRIC WIRES THWN/THHN 125 mm2 m 19.00
ELECTRIC WIRES THWN/THHN 250 mm2 roll 3.00
Consumables (5% of Material Cost)
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
INSTALLATION OF FIRE PROTECTION SYSTEM (GROUND FLO
L.S.
1
Designation No. of Person No. of Hours
L.S. 50& of Materials 10 240.00
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a. H-Frame w/ Catwalk set 240.00
b. Minor Tools (1% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
Single Impeler Jet Pump set 1.00
Fire Hose Cabinet w/ Fire Extinguisher set 138.00
Fire Alarm Annunciator 6" D set 40.00
Sprinkler Head Nozzle set 486.00
Smoke Detector set 273.00
100mm x 50mm D G.I.Tee Sched 40 pc 8.00
100mm D G.I. Pipe Sched 40 pc 14.00
50mm D G.I. Pipe Sched 40 pc 142.00
25mm D G.I. Pipe Sched 40 pc 424.00
Fire Extinguising Agent Cylinder pc 51.00
4-Zone Control Panel set 48.00
Consumables (3% Materials Cost) - 1.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
INSTALLATION OF VENTILATION PIPES (GROUND FLOOR)
L.S.
1
Designation No. of Person No. of Hours
L.S. 50& of Materials 10 240.00
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a. H-Frame w/ Catwalk set 240.00
b. Minor Tools (1% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
Single Impeler Jet Pump set 1.00
Fire Hose Cabinet w/ Fire Extinguisher set 138.00
Fire Alarm Annunciator 6" D set 40.00
Sprinkler Head Nozzle set 486.00
Smoke Detector set 273.00
100mm x 50mm D G.I.Tee Sched 40 pc 8.00
100mm D G.I. Pipe Sched 40 pc 14.00
50mm D G.I. Pipe Sched 40 pc 142.00
25mm D G.I. Pipe Sched 40 pc 424.00
Fire Extinguising Agent Cylinder pc 51.00
4-Zone Control Panel set 48.00
Consumables (3% Materials Cost) - 1.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
PLASTERING (GROUND FLOOR)
14544.98 sq.m.
50 sq.m. / hr
Designation No. of Person No. of Hours
a. Foreman 1 290.90
b. Skilled Labor 3 290.90
c. Unskilled Labor 3 290.90
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (sq.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
Portland Cement 40 kg PC 25,783.00
Sand S1 PC 372.55
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
WATERPROOFING (GROUND FLOOR)
3214 sq.m.
40 sq.m. / hr
Designation No. of Person No. of Hours
a. Foreman 1 80.35
b. Skilled Labor 2 80.35
c. Unskilled Labor 3 80.35
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (sq.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
Cementitious Waterproofing 16L pc 70.00
Portland Cemet 40 kg PC 40.00
Paint Brush pc 30.00
Consumables (5% Materials Cost) - 1.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
UNDERDRAIN INSTALLATION (GROUND FLOOR)
3214 sq.m.
40 sq.m. / hr
Designation No. of Person No. of Hours
a. Foreman 1 80.35
b. Skilled Labor 2 80.35
c. Unskilled Labor 3 80.35
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (sq.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
Cementitious Waterproofing 16L pc 70.00
Portland Cemet 40 kg PC 40.00
Paint Brush pc 30.00
Consumables (5% Materials Cost) - 1.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
GRAVEL BEDDING (GROUND FLOOR - PLANT BOX)
102.80 cu.m.
1.20 cu.m. / hr
Designation No. of Person No. of Hours
a. Foreman 1 85.67
b. Unskilled Labor 8 85.67
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a. Plate Compactor 2 85.67
b. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (unit)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
GRAVEL G1 cu.m. 102.80
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
INSTALLATION OF WINDOWS (GROUND FLOOR)
L.S.
1
Designation No. of Person No. of Hours
45% of Materials Cost 10 144.00
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (sq.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
Double Glass Door (2300x2500mm) sqm 46.00
Double Glass Door (1800x2100) sqm 215.46
Automatic Sliding Door Motor set 23.00
Single Glass DoorType
(1150x2100mm) sqm 116.00
Laminated Flush Solid Core Door
(1200x2150mm) sqm 55.00
Double Hygiene Hinged Door set 3.00
Automated Roll UpType
(3000x2500mm) set 2.00
Tanguile Paneled Door
(1100x2000mm) sqm 8.80
Wooden Flush Door (1000x2100mm) set 9.00
FHC Shaft Door set 16.00
Fire Exit Door set 6.00
Laminated Flush Type Solid Core Door
(1000x2100mm) sqm 31.50
Aluminum Bathroom Door Office Toilet
(800x2100mm) set 30.00
PVC Moulded Door (900x2100mm) set 17.00
Laminated Phenolic Cubicle
Partition-Door Set set 44.00
60cm x 60cm Awning Window sqm 344.00
Consumables (3% Materials Cost) - 1.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
INSTALLATION OF CURTAIN GLASS WALL GROUND FLOOR
L.S.
1
Designation No. of Person No. of Hours
a. Installer 8 320.00
b. Helper 8 320.00
c. Sealant Applicator 8 320.00
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
Railing with 12mm thk Clear Tempered Glass x 0.8m H ln.m 276.00
12mm thk Clear Tempered Glass Wall sq.m. 1,303.00
12mm thk Frosted Tempered Glass Wall sq.m. 357.00
Light Blue Reflective Light Tempered Glass Curtain Wall System sq.m. 1,154.00
Weather Srip ln.m 248.00
Silicone Sealant pc 492.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
INSTALLATION OF GLASS RAILINGS GROUND FLOOR
L.S.
1
Designation No. of Person No. of Hours
a. Installer 8 320.00
b. Helper 8 320.00
c. Sealant Applicator 8 320.00
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
Railing with 12mm thk Clear Tempered Glass x 0.8m H ln.m 276.00
12mm thk Clear Tempered Glass Wall sq.m. 1,303.00
12mm thk Frosted Tempered Glass Wall sq.m. 357.00
Light Blue Reflective Light Tempered Glass Curtain Wall System sq.m. 1,154.00
Weather Srip ln.m 248.00
Silicone Sealant pc 492.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
INSTALLATION OF GLASS DOORS GROUND FLOOR
L.S.
1
Designation No. of Person No. of Hours
45% of Materials Cost 10 144.00
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (sq.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
Double Glass Door (2300x2500mm) sqm 46.00
Double Glass Door (1800x2100) sqm 215.46
Automatic Sliding Door Motor set 23.00
Single Glass DoorType
(1150x2100mm) sqm 116.00
Laminated Flush Solid Core Door
(1200x2150mm) sqm 55.00
Double Hygiene Hinged Door set 3.00
Automated Roll UpType
(3000x2500mm) set 2.00
Tanguile Paneled Door
(1100x2000mm) sqm 8.80
Wooden Flush Door (1000x2100mm) set 9.00
FHC Shaft Door set 16.00
Fire Exit Door set 6.00
Laminated Flush Type Solid Core Door
(1000x2100mm) sqm 31.50
Aluminum Bathroom Door Office Toilet
(800x2100mm) set 30.00
PVC Moulded Door (900x2100mm) set 17.00
Laminated Phenolic Cubicle
Partition-Door Set set 44.00
60cm x 60cm Awning Window sqm 344.00
Consumables (3% Materials Cost) - 1.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
INSTALLATION OF DOORS GROUND FLOOR
L.S.
1
Designation No. of Person No. of Hours
45% of Materials Cost 10 144.00
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (sq.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
Double Glass Door (2300x2500mm) sqm 46.00
Double Glass Door (1800x2100) sqm 215.46
Automatic Sliding Door Motor set 23.00
Single Glass DoorType
(1150x2100mm) sqm 116.00
Laminated Flush Solid Core Door
(1200x2150mm) sqm 55.00
Double Hygiene Hinged Door set 3.00
Automated Roll UpType
(3000x2500mm) set 2.00
Tanguile Paneled Door
(1100x2000mm) sqm 8.80
Wooden Flush Door (1000x2100mm) set 9.00
FHC Shaft Door set 16.00
Fire Exit Door set 6.00
Laminated Flush Type Solid Core Door
(1000x2100mm) sqm 31.50
Aluminum Bathroom Door Office Toilet
(800x2100mm) set 30.00
PVC Moulded Door (900x2100mm) set 17.00
Laminated Phenolic Cubicle
Partition-Door Set set 44.00
60cm x 60cm Awning Window sqm 344.00
Consumables (3% Materials Cost) - 1.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL INSTALLATION & FABRICATION OF EMERGENCY STAIR RAILI
( GROUND FLR)
5019 kg
50 kg / hr
Designation No. of Person No. of Hours
a. Foreman 1 101
b. Welder 2 101
b. Skilled Labor 3 101
c. Unskilled Labor 4 101
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a. Welding Machine 2 101.00
b. Cut-Off 2 101.00
c. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (kg)
t Unit Cost (C/D)
Name & Specification Unit Quantity
ials
50mm D G.I. Pipe Sched 40 pc 483.00
25mm D G.I. Pipe Sched 40 pc 732.00
Steel Plate (3mm THK) pc 10.00
Welding Rod kg 700.00
Cutting Wheel pc 83.00
Consumables (2% Materials Cost) - 1.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
DISMANTLING OF SCAFFOLDING SUPPORT FOR THIRD FLOO
7182 cu.m.
80 cu.m. / hr
Designation No. of Person No. of Hours
a. Foreman 1 89.78
b. Skilled Labor 4 89.78
c. Unskilled Labor 8 89.78
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a. H-frame set w/ catwalk 700 89.78
b. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
SCAFFOLDING ERECTION OF SUPPORT FOR FOURTH FLOOR
7182 cu.m.
60 cu.m. / hr
Designation No. of Person No. of Hours
a. Foreman 1 89.78
b. Skilled Labor 4 119.70
c. Unskilled Labor 5 119.70
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a. H-frame set w/ catwalk 700 119.70
b. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
FABRICATION OF REBAR FOR BEAMS FOURTH FLOOR
33.73 metric ton
0.25 metric ton / hr
Designation No. of Person No. of Hours
a. Foreman 1 33.73
b. Steelman 6 134.90
c. Unskilled Labor 5 134.90
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
Bar Cutter 4 134.90
Bar Bender 4 134.90
b. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (unit)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
Reinforcing Steel bars Plain Grade 60 kg 32,942.00
Reinforcing Steel bars Deformed Grade 60 kg 783.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
INSTALLATION OF REBAR OF BEAMS (FOURTH FLOOR)
metric ton
0.28 metric ton / hr
Designation No. of Person No. of Hours
a. Foreman 1 0.00
b. Steelman 6 0.00
c. Unskilled Labor 3 0.00
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
b. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (unit)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
G.I Wire #16 kg 923.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
FABRICATION OF REBAR FOR SUSPENDED SLAB FOURTH FL
33.73 metric ton
0.25 metric ton / hr
Designation No. of Person No. of Hours
a. Foreman 1 33.73
b. Steelman 6 134.90
c. Unskilled Labor 5 134.90
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
Bar Cutter 4 134.90
Bar Bender 4 134.90
b. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (unit)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
Reinforcing Steel bars Plain Grade 60 kg 32,942.00
Reinforcing Steel bars Deformed Grade 60 kg 783.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
INSTALLATION OF REBAR OF SUSPENDED SLAB (FOURTH F
metric ton
0.28 metric ton / hr
Designation No. of Person No. of Hours
a. Foreman 1 0.00
b. Steelman 6 0.00
c. Unskilled Labor 3 0.00
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
b. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (unit)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
G.I Wire #16 kg 923.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
FABRICATION OF REBAR FOR STAIRS (3F-4F)
33.73 metric ton
0.25 metric ton / hr
Designation No. of Person No. of Hours
a. Foreman 1 33.73
b. Steelman 6 134.90
c. Unskilled Labor 5 134.90
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
Bar Cutter 4 134.90
Bar Bender 4 134.90
b. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (unit)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
Reinforcing Steel bars Plain Grade 60 kg 32,942.00
Reinforcing Steel bars Deformed Grade 60 kg 783.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
INSTALLATION OF REBARS OF STAIRS ( 3F TO 4F)
metric ton
0.28 metric ton / hr
Designation No. of Person No. of Hours
a. Foreman 1 0.00
b. Steelman 6 0.00
c. Unskilled Labor 3 0.00
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
b. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (unit)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
G.I Wire #16 kg 923.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
FABRICATION OF REBAR FOR COLUMNS FOURTH FLOOR
33.73 metric ton
0.25 metric ton / hr
Designation No. of Person No. of Hours
a. Foreman 1 33.73
b. Steelman 6 134.90
c. Unskilled Labor 5 134.90
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
Bar Cutter 4 134.90
Bar Bender 4 134.90
b. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (unit)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
Reinforcing Steel bars Plain Grade 60 kg 32,942.00
Reinforcing Steel bars Deformed Grade 60 kg 783.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
INSTALLATION OF REBARS FOR COLUMNS (FOURTH FLOOR
metric ton
0.28 metric ton / hr
Designation No. of Person No. of Hours
a. Foreman 1 0.00
b. Steelman 6 0.00
c. Unskilled Labor 3 0.00
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
b. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (unit)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
G.I Wire #16 kg 923.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
FABRICATION OF FORMWORKS FOR BEAM FOURTH FLOOR
1886 sq.m.
20 sq.m. / hr
Designation No. of Person No. of Hours
a. Foreman 1 94.30
b. Skilled Labor 6 94.30
c. Unskilled Labor 10 94.30
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
PVC Board (18mmx1.2mx2.44m) pc 274.00
Cocolumber (2''x3"x12) bdft 840.00
CWN Assorted kg 50.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
INSTALLATION OF FORMS OF BEAMS (FOURTH FLOOR)
1886 sq.m.
30 sq.m. / hr
Designation No. of Person No. of Hours
a. Foreman 1 62.87
b. Skilled Labor 6 62.87
c. Unskilled Labor 10 62.87
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
CWN Assorted kg 50.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
FABRICATION OF FORMWORK FOR SUSPENDED SLAB FOUR
1886 sq.m.
20 sq.m. / hr
Designation No. of Person No. of Hours
a. Foreman 1 94.30
b. Skilled Labor 6 94.30
c. Unskilled Labor 10 94.30
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
PVC Board (18mmx1.2mx2.44m) pc 274.00
Cocolumber (2''x3"x12) bdft 840.00
CWN Assorted kg 50.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
INSTALLATION OF FORMS OF SUSPENDED SLAB ( FOURTH F
1886 sq.m.
30 sq.m. / hr
Designation No. of Person No. of Hours
a. Foreman 1 62.87
b. Skilled Labor 6 62.87
c. Unskilled Labor 10 62.87
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
CWN Assorted kg 50.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
FABRICATION OF FORMWORKS FOR STAIRS (3F-4F)
1886 sq.m.
20 sq.m. / hr
Designation No. of Person No. of Hours
a. Foreman 1 94.30
b. Skilled Labor 6 94.30
c. Unskilled Labor 10 94.30
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
PVC Board (18mmx1.2mx2.44m) pc 274.00
Cocolumber (2''x3"x12) bdft 840.00
CWN Assorted kg 50.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
INSTALLATION OF FORMS OF STAIRS ( 3F TO 4F)
1886 sq.m.
30 sq.m. / hr
Designation No. of Person No. of Hours
a. Foreman 1 62.87
b. Skilled Labor 6 62.87
c. Unskilled Labor 10 62.87
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
CWN Assorted kg 50.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
FABRICATION OF FORMWORKS FOR COLUMNS FOURTH FLO
1886 sq.m.
20 sq.m. / hr
Designation No. of Person No. of Hours
a. Foreman 1 94.30
b. Skilled Labor 6 94.30
c. Unskilled Labor 10 94.30
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
PVC Board (18mmx1.2mx2.44m) pc 274.00
Cocolumber (2''x3"x12) bdft 840.00
CWN Assorted kg 50.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
INSTALLATION OF FORMS OF COLUMNS (FOURTH FLOOR)
1886 sq.m.
30 sq.m. / hr
Designation No. of Person No. of Hours
a. Foreman 1 62.87
b. Skilled Labor 6 62.87
c. Unskilled Labor 10 62.87
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
CWN Assorted kg 50.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
CONCRETING OF BEAMS, SLABS AND STAIRS ( FOURTH FLO
1,248.74 cu.m.
7 cu.m. / hr
Designation No. of Person No. of Hours
a. Foreman 1 178.39
b. Skilled Labor 3 178.39
c. Unskilled Labor 6 178.39
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a.Concrete Vibrator 2 178.39
b. Concrete Pump Trailer Mounted 2 35.68
c. Boom Concrete Pump 2 178.39
d. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
READY MIX CONCRETE 4000PSI @ 14 DAYS cu.m. 1,248.74
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
CONCRETING OF COLUMNS (FOURTH FLOOR)
1,248.74 cu.m.
7 cu.m. / hr
Designation No. of Person No. of Hours
a. Foreman 1 178.39
b. Skilled Labor 3 178.39
c. Unskilled Labor 6 178.39
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a.Concrete Vibrator 2 178.39
b. Concrete Pump Trailer Mounted 2 35.68
c. Boom Concrete Pump 2 178.39
d. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
READY MIX CONCRETE 4000PSI @ 14 DAYS cu.m. 1,248.74
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
PLUMBING ROUGH INS (FOURTH FLOOR
L.S.
1
Designation No. of Person No. of Hours
a. Foreman 1 64.00
b. Skilled Labor 4 64.00
c. Unskilled Labor 2 64.00
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
PVC PIPES (202mm D) PC 7.00
PVC PIPES (151mm D) PC 38.00
PVC PIPES (101mm D) PC 59.00
PVC PIPES (76mm D) PC 17.00
PVC PIPES (50mm D) PC 69.00
PVC TEE (50mm D) PC 79.00
PVC 45deg. (3mm BEND x 50mm) PC 20.00
PVC 45deg. (3mm BEND x 76mm) PC 19.00
PVC 45deg. (3mm BEND x 101mm) PC 16.00
PVC 90deg (3mm BEND x 50mm) PC 28.00
PVC 90deg (3mm BEND x 76mm) PC 9.00
PVC 90deg (3mm BEND x 101mm) PC 29.00
PVC P-TRAP W/ PLUG & SEALING RING (50mm) PC 20.00
PVC P-TRAP W/ PLUG & SEALING RING (76mm) PC 15.00
PVC CLEAN-OUT W/ PLUG & SEALING RING (101mm) PC 29.00
PVC 45deg. SINGLE BRANCH, WYE (101mm x 50mm) PC 13.00
PVC 45deg. SINGLE BRANCH, WYE (101mm x 76mm) PC 9.00
PVC 45deg. SINGLE BRANCH, WYE (101mm x 101mm) PC 18.00
SOLVENT CAN 25.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
ELECTRICAL ROUGH INS (FOURTH FLOOR)
1,301.00 pc
13 pc/hour
Designation No. of Person No. of Hours
a. Foreman 1 100.08
b. Skilled Labor 1 100.08
c. Unskilled Labor 3 100.08
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (C/D)
Name & Specification Unit Quantity
ials
15mm dia. IMC pc 1,093.00
20mm dia. IMC pc 50.00
25mm dia. IMC pc 80.00
32mm dia. IMC pc 20.00
50mm dia. IMC pc 50.00
80mm dia. IMC pc 8.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL STRIPPING OF FORMS FOR BEAMS, SLABS AND STAIRS(FOU
FLOOR)
0 sq.m.
30 sq.m. / hr
Designation No. of Person No. of Hours
a. Foreman 1 0.00
b. Skilled Labor 4 0.00
c. Unskilled Labor 10 0.00
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
STRIPPING OF FORMS OF COLUMNS (FOURTH FLOOR)
0 sq.m.
30 sq.m. / hr
Designation No. of Person No. of Hours
a. Foreman 1 0.00
b. Skilled Labor 4 0.00
c. Unskilled Labor 10 0.00
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
PLUMBING PIPES INSTALLATION THIRD FLOOR
L.S.
1
Designation No. of Person No. of Hours
a. Foreman 1 60.00
b. Skilled Labor 4 60.00
c. Unskilled Labor 3 60.00
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
G.I. PIPES (50mm D) PC 50.00
G.I. TEE, BANDED (50mm D) PC 6.00
G.I UNIONS, FLAT SEAT (50mm D) PC 47.00
G.I REDUCER (25.4mm D) PC 20.00
G.I. COUPLING ELBOW (50mm D) PC 8.00
BRONZE FAUCETS (12.7mm D) PC 28.00
GATE VALVE 25MM DIA PC 23.00
FLOOR DRAIN PC 94.00
TEFFLON TAPE ROLL 150.00
WATER METER PC 1.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
CHB LAYING (SECOND FLOOR)
7272.49 sq.m.
25 sq.m. / hr
Designation No. of Person No. of Hours
a. Foreman 1 290.90
b. Skilled Labor 4 290.90
c. Unskilled Labor 7 290.90
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (sq.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
CHB 6" PC 48,392.00
CHB 4" PC 48,896.00
Sand S1 PC 428.00
Portland Cement 40 kg PC 5,929.00
G.I Tie Wires #16 kg 403.00
Deformed Bars 10mm dia. x 12 m PC 2,813.00
Consumables (5% of Material Cost)
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL ELECTRICAL CONDUITS, UTILITY BOX AND PANEL BOARD
INSTALLATION (SECONF FLOOR)
182 pc
2 pc
Designation No. of Person No. of Hours
a. Foreman 1 91.00
b. Skilled Labor 3 91.00
c. Unskilled Labor 2 91.00
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (C/D)
Name & Specification Unit Quantity
ials
15A Circuit Breaker pc 35
20A Circuit Breaker pc 52
30A Circuit Breaker pc 38
40A Circuit Breaker pc 11
50A Circuit Breaker pc 5
60A Circuit Breaker pc 6
100A Circuit Breaker pc 7
175A Circuit Breaker pc 2
225A Circuit Breaker pc 2
4- Branch Panel Board pc 2
6- Branch Panel Board pc 7
16- Branch Panel Board pc 4
18- Branch Panel Board pc 2
22- Branch Panel Board set 3
28- Branch Panel Board pc 6
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
CABLE PULLING OF ELECTRICAL WIRES (SECOND FLOOR)
10111 m
200 m/hour
Designation No. of Person No. of Hours
a. Foreman 1 50.56
b. Skilled Labor 4 50.56
c. Unskilled Labor 2 50.56
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (C/D)
Name & Specification Unit Quantity
ials
ELECTRIC WIRES THWN/THHN 2.0 mm2 roll 32.00
ELECTRIC WIRES THWN/THHN 3.5 mm2 roll 21.00
ELECTRIC WIRES THWN/THHN 5.5 mm2 roll 45.00
ELECTRIC WIRES THWN/THHN 8.00 mm2 m 28.00
ELECTRIC WIRES THWN/THHN 14 mm2 roll 12.00
ELECTRIC WIRES THWN/THHN 22 mm2 m 27.00
ELECTRIC WIRES THWN/THHN 30 mm2 m 21.00
ELECTRIC WIRES THWN/THHN 60 mm2 roll 5.00
ELECTRIC WIRES THWN/THHN 100 mm2 m 16.00
ELECTRIC WIRES THWN/THHN 125 mm2 m 19.00
ELECTRIC WIRES THWN/THHN 250 mm2 roll 3.00
Consumables (5% of Material Cost)
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
INSTALLATION OF FIRE PROTECTION SYSTEM (SECOND FLO
L.S.
1
Designation No. of Person No. of Hours
L.S. 50& of Materials 10 240.00
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a. H-Frame w/ Catwalk set 240.00
b. Minor Tools (1% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
Single Impeler Jet Pump set 1.00
Fire Hose Cabinet w/ Fire Extinguisher set 138.00
Fire Alarm Annunciator 6" D set 40.00
Sprinkler Head Nozzle set 486.00
Smoke Detector set 273.00
100mm x 50mm D G.I.Tee Sched 40 pc 8.00
100mm D G.I. Pipe Sched 40 pc 14.00
50mm D G.I. Pipe Sched 40 pc 142.00
25mm D G.I. Pipe Sched 40 pc 424.00
Fire Extinguising Agent Cylinder pc 51.00
4-Zone Control Panel set 48.00
Consumables (3% Materials Cost) - 1.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
INSTALLATION OF VENTILATION PIPES (SECOND FLOOR)
L.S.
1
Designation No. of Person No. of Hours
L.S. 50& of Materials 10 240.00
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a. H-Frame w/ Catwalk set 240.00
b. Minor Tools (1% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
Single Impeler Jet Pump set 1.00
Fire Hose Cabinet w/ Fire Extinguisher set 138.00
Fire Alarm Annunciator 6" D set 40.00
Sprinkler Head Nozzle set 486.00
Smoke Detector set 273.00
100mm x 50mm D G.I.Tee Sched 40 pc 8.00
100mm D G.I. Pipe Sched 40 pc 14.00
50mm D G.I. Pipe Sched 40 pc 142.00
25mm D G.I. Pipe Sched 40 pc 424.00
Fire Extinguising Agent Cylinder pc 51.00
4-Zone Control Panel set 48.00
Consumables (3% Materials Cost) - 1.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
PLASTERING (SECOND FLOOR)
14544.98 sq.m.
50 sq.m. / hr
Designation No. of Person No. of Hours
a. Foreman 1 290.90
b. Skilled Labor 3 290.90
c. Unskilled Labor 3 290.90
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (sq.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
Portland Cement 40 kg PC 25,783.00
Sand S1 PC 372.55
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
WATERPROOFING SECOND FLOOR
3214 sq.m.
40 sq.m. / hr
Designation No. of Person No. of Hours
a. Foreman 1 80.35
b. Skilled Labor 2 80.35
c. Unskilled Labor 3 80.35
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (sq.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
Cementitious Waterproofing 16L pc 70.00
Portland Cemet 40 kg PC 40.00
Paint Brush pc 30.00
Consumables (5% Materials Cost) - 1.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
INSTALLATION OF WINDOWS SECOND FLOOR
L.S.
1
Designation No. of Person No. of Hours
45% of Materials Cost 10 144.00
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (sq.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
Double Glass Door (2300x2500mm) sqm 46.00
Double Glass Door (1800x2100) sqm 215.46
Automatic Sliding Door Motor set 23.00
Single Glass DoorType
(1150x2100mm) sqm 116.00
Laminated Flush Solid Core Door
(1200x2150mm) sqm 55.00
Double Hygiene Hinged Door set 3.00
Automated Roll UpType
(3000x2500mm) set 2.00
Tanguile Paneled Door
(1100x2000mm) sqm 8.80
Wooden Flush Door (1000x2100mm) set 9.00
FHC Shaft Door set 16.00
Fire Exit Door set 6.00
Laminated Flush Type Solid Core Door
(1000x2100mm) sqm 31.50
Aluminum Bathroom Door Office Toilet
(800x2100mm) set 30.00
PVC Moulded Door (900x2100mm) set 17.00
Laminated Phenolic Cubicle
Partition-Door Set set 44.00
60cm x 60cm Awning Window sqm 344.00
Consumables (3% Materials Cost) - 1.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
INSTALLATION OF CURTAIN GLASS WALL SECOND FLOOR
L.S.
1
Designation No. of Person No. of Hours
a. Installer 8 320.00
b. Helper 8 320.00
c. Sealant Applicator 8 320.00
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
Railing with 12mm thk Clear Tempered Glass x 0.8m H ln.m 276.00
12mm thk Clear Tempered Glass Wall sq.m. 1,303.00
12mm thk Frosted Tempered Glass Wall sq.m. 357.00
Light Blue Reflective Light Tempered Glass Curtain Wall System sq.m. 1,154.00
Weather Srip ln.m 248.00
Silicone Sealant pc 492.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
INSTALLATION OF GLASS RAILINGS SECOND FLOOR
L.S.
1
Designation No. of Person No. of Hours
a. Installer 8 320.00
b. Helper 8 320.00
c. Sealant Applicator 8 320.00
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
Railing with 12mm thk Clear Tempered Glass x 0.8m H ln.m 276.00
12mm thk Clear Tempered Glass Wall sq.m. 1,303.00
12mm thk Frosted Tempered Glass Wall sq.m. 357.00
Light Blue Reflective Light Tempered Glass Curtain Wall System sq.m. 1,154.00
Weather Srip ln.m 248.00
Silicone Sealant pc 492.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
INSTALLATION OF GLASS DOORS SECOND FLOOR
L.S.
1
Designation No. of Person No. of Hours
45% of Materials Cost 10 144.00
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (sq.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
Double Glass Door (2300x2500mm) sqm 46.00
Double Glass Door (1800x2100) sqm 215.46
Automatic Sliding Door Motor set 23.00
Single Glass DoorType
(1150x2100mm) sqm 116.00
Laminated Flush Solid Core Door
(1200x2150mm) sqm 55.00
Double Hygiene Hinged Door set 3.00
Automated Roll UpType
(3000x2500mm) set 2.00
Tanguile Paneled Door
(1100x2000mm) sqm 8.80
Wooden Flush Door (1000x2100mm) set 9.00
FHC Shaft Door set 16.00
Fire Exit Door set 6.00
Laminated Flush Type Solid Core Door
(1000x2100mm) sqm 31.50
Aluminum Bathroom Door Office Toilet
(800x2100mm) set 30.00
PVC Moulded Door (900x2100mm) set 17.00
Laminated Phenolic Cubicle
Partition-Door Set set 44.00
60cm x 60cm Awning Window sqm 344.00
Consumables (3% Materials Cost) - 1.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
INSTALLATION OF DOORS SECOND FLOOR
L.S.
1
Designation No. of Person No. of Hours
45% of Materials Cost 10 144.00
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (sq.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
Double Glass Door (2300x2500mm) sqm 46.00
Double Glass Door (1800x2100) sqm 215.46
Automatic Sliding Door Motor set 23.00
Single Glass DoorType
(1150x2100mm) sqm 116.00
Laminated Flush Solid Core Door
(1200x2150mm) sqm 55.00
Double Hygiene Hinged Door set 3.00
Automated Roll UpType
(3000x2500mm) set 2.00
Tanguile Paneled Door
(1100x2000mm) sqm 8.80
Wooden Flush Door (1000x2100mm) set 9.00
FHC Shaft Door set 16.00
Fire Exit Door set 6.00
Laminated Flush Type Solid Core Door
(1000x2100mm) sqm 31.50
Aluminum Bathroom Door Office Toilet
(800x2100mm) set 30.00
PVC Moulded Door (900x2100mm) set 17.00
Laminated Phenolic Cubicle
Partition-Door Set set 44.00
60cm x 60cm Awning Window sqm 344.00
Consumables (3% Materials Cost) - 1.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL INSTALLATION & FABRICATION OF EMERGENCY STAIR RAILI
(SECOND FLR)
5019 kg
50 kg / hr
Designation No. of Person No. of Hours
a. Foreman 1 101
b. Welder 2 101
b. Skilled Labor 3 101
c. Unskilled Labor 4 101
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a. Welding Machine 2 101.00
b. Cut-Off 2 101.00
c. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (kg)
t Unit Cost (C/D)
Name & Specification Unit Quantity
ials
50mm D G.I. Pipe Sched 40 pc 483.00
25mm D G.I. Pipe Sched 40 pc 732.00
Steel Plate (3mm THK) pc 10.00
Welding Rod kg 700.00
Cutting Wheel pc 83.00
Consumables (2% Materials Cost) - 1.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
DISMANTLING OF SCAFFOLDING OF SUPPORT FOR FOURTH
7182 cu.m.
80 cu.m. / hr
Designation No. of Person No. of Hours
a. Foreman 1 89.78
b. Skilled Labor 4 89.78
c. Unskilled Labor 8 89.78
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a. H-frame set w/ catwalk 700 89.78
b. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
SCAFFOLDING ERECTION OF SUPPORT FOR ROOF DECK
7182 cu.m.
60 cu.m. / hr
Designation No. of Person No. of Hours
a. Foreman 1 89.78
b. Skilled Labor 4 119.70
c. Unskilled Labor 8 119.70
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a. H-frame set w/ catwalk 700 119.70
b. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
INSTALLATION OF REBAR OF BEAMS (ROOF DECK)
33.73 metric ton
0.25 metric ton / hr
Designation No. of Person No. of Hours
a. Foreman 1 33.73
b. Steelman 6 134.90
c. Unskilled Labor 5 134.90
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
Bar Cutter 4 134.90
Bar Bender 4 134.90
b. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (unit)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
Reinforcing Steel bars Plain Grade 60 kg 32,942.00
Reinforcing Steel bars Deformed Grade 60 kg 783.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
INSTALLATION OF REBAR OF BEAMS (ROOF DECK)
metric ton
0.28 metric ton / hr
Designation No. of Person No. of Hours
a. Foreman 1 0.00
b. Steelman 6 0.00
c. Unskilled Labor 3 0.00
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
b. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (unit)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
G.I Wire #16 kg 923.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
FABRICATION OF REBAR FOR SUSPENDED SLAB ROOF DEC
33.73 metric ton
0.25 metric ton / hr
Designation No. of Person No. of Hours
a. Foreman 1 33.73
b. Steelman 6 134.90
c. Unskilled Labor 5 134.90
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
Bar Cutter 4 134.90
Bar Bender 4 134.90
b. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (unit)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
Reinforcing Steel bars Plain Grade 60 kg 32,942.00
Reinforcing Steel bars Deformed Grade 60 kg 783.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
INSTALLATION OF REBAR OF SUSPENDED SLAB (ROOF DEC
metric ton
0.28 metric ton / hr
Designation No. of Person No. of Hours
a. Foreman 1 0.00
b. Steelman 6 0.00
c. Unskilled Labor 3 0.00
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
b. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (unit)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
G.I Wire #16 kg 923.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
FABRICATION OF REBAR FOR STAIRS (4F-RD)
33.73 metric ton
0.25 metric ton / hr
Designation No. of Person No. of Hours
a. Foreman 1 33.73
b. Steelman 6 134.90
c. Unskilled Labor 5 134.90
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
Bar Cutter 4 134.90
Bar Bender 4 134.90
b. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (unit)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
Reinforcing Steel bars Plain Grade 60 kg 32,942.00
Reinforcing Steel bars Deformed Grade 60 kg 783.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
INSTALLATION OF REBARS OF STAIRS ( 4F TO RD)
metric ton
0.28 metric ton / hr
Designation No. of Person No. of Hours
a. Foreman 1 0.00
b. Steelman 6 0.00
c. Unskilled Labor 3 0.00
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
b. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (unit)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
G.I Wire #16 kg 923.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
FABRICATION OF REBAR FOR COLUMNS ROOF DECK FLOOR
33.73 metric ton
0.25 metric ton / hr
Designation No. of Person No. of Hours
a. Foreman 1 33.73
b. Steelman 6 134.90
c. Unskilled Labor 5 134.90
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
Bar Cutter 4 134.90
Bar Bender 4 134.90
b. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (unit)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
Reinforcing Steel bars Plain Grade 60 kg 32,942.00
Reinforcing Steel bars Deformed Grade 60 kg 783.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
INSTALLATION OF REBARS FOR COLUMNS OF ROOF DECK
metric ton
0.28 metric ton / hr
Designation No. of Person No. of Hours
a. Foreman 1 0.00
b. Steelman 6 0.00
c. Unskilled Labor 3 0.00
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
b. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (unit)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
G.I Wire #16 kg 923.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
FABRICATION OF FORMWORKS FOR BEAM ROOF DECK FLO
1886 sq.m.
20 sq.m. / hr
Designation No. of Person No. of Hours
a. Foreman 1 94.30
b. Skilled Labor 6 94.30
c. Unskilled Labor 10 94.30
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
PVC Board (18mmx1.2mx2.44m) pc 274.00
Cocolumber (2''x3"x12) bdft 840.00
CWN Assorted kg 50.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
INSTALLATION OF FORMS OF BEAMS (ROOF DECK)
1886 sq.m.
30 sq.m. / hr
Designation No. of Person No. of Hours
a. Foreman 1 62.87
b. Skilled Labor 6 62.87
c. Unskilled Labor 10 62.87
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
CWN Assorted kg 50.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
FABRICATION OF FORMWORK FOR SUSPENDED SLAB ROOF
1886 sq.m.
20 sq.m. / hr
Designation No. of Person No. of Hours
a. Foreman 1 94.30
b. Skilled Labor 6 94.30
c. Unskilled Labor 10 94.30
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
PVC Board (18mmx1.2mx2.44m) pc 274.00
Cocolumber (2''x3"x12) bdft 840.00
CWN Assorted kg 50.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
INSTALLATION OF FORMS OF SUSPENDED SLAB ( FOURTH F
1886 sq.m.
30 sq.m. / hr
Designation No. of Person No. of Hours
a. Foreman 1 62.87
b. Skilled Labor 6 62.87
c. Unskilled Labor 10 62.87
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
CWN Assorted kg 50.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
FABRICATION OF FORMWORKS FOR STAIRS (3F-4F)
1886 sq.m.
20 sq.m. / hr
Designation No. of Person No. of Hours
a. Foreman 1 94.30
b. Skilled Labor 6 94.30
c. Unskilled Labor 10 94.30
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
PVC Board (18mmx1.2mx2.44m) pc 274.00
Cocolumber (2''x3"x12) bdft 840.00
CWN Assorted kg 50.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
INSTALLATION OF FORMS OF STAIRS ( 3F TO 4F)
1886 sq.m.
30 sq.m. / hr
Designation No. of Person No. of Hours
a. Foreman 1 62.87
b. Skilled Labor 6 62.87
c. Unskilled Labor 10 62.87
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
CWN Assorted kg 50.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
FABRICATION OF FORMWORKS FOR COLUMNS FOURTH FLO
1886 sq.m.
20 sq.m. / hr
Designation No. of Person No. of Hours
a. Foreman 1 94.30
b. Skilled Labor 6 94.30
c. Unskilled Labor 10 94.30
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
PVC Board (18mmx1.2mx2.44m) pc 274.00
Cocolumber (2''x3"x12) bdft 840.00
CWN Assorted kg 50.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
INSTALLATION OF FORMS OF COLUMNS (FOURTH FLOOR)
1886 sq.m.
30 sq.m. / hr
Designation No. of Person No. of Hours
a. Foreman 1 62.87
b. Skilled Labor 6 62.87
c. Unskilled Labor 10 62.87
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
CWN Assorted kg 50.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
CONCRETING OF BEAMS, SLABS AND STAIRS ( FOURTH FLO
1,248.74 cu.m.
7 cu.m. / hr
Designation No. of Person No. of Hours
a. Foreman 1 178.39
b. Skilled Labor 3 178.39
c. Unskilled Labor 6 178.39
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a.Concrete Vibrator 2 178.39
b. Concrete Pump Trailer Mounted 2 35.68
c. Boom Concrete Pump 2 178.39
d. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
READY MIX CONCRETE 4000PSI @ 14 DAYS cu.m. 1,248.74
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
CONCRETING OF COLUMNS (FOURTH FLOOR)
1,248.74 cu.m.
7 cu.m. / hr
Designation No. of Person No. of Hours
a. Foreman 1 178.39
b. Skilled Labor 3 178.39
c. Unskilled Labor 6 178.39
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a.Concrete Vibrator 2 178.39
b. Concrete Pump Trailer Mounted 2 35.68
c. Boom Concrete Pump 2 178.39
d. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
READY MIX CONCRETE 4000PSI @ 14 DAYS cu.m. 1,248.74
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
PLUMBING ROUGH INS (FOURTH FLOOR
L.S.
1
Designation No. of Person No. of Hours
a. Foreman 1 64.00
b. Skilled Labor 4 64.00
c. Unskilled Labor 2 64.00
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
PVC PIPES (202mm D) PC 7.00
PVC PIPES (151mm D) PC 38.00
PVC PIPES (101mm D) PC 59.00
PVC PIPES (76mm D) PC 17.00
PVC PIPES (50mm D) PC 69.00
PVC TEE (50mm D) PC 79.00
PVC 45deg. (3mm BEND x 50mm) PC 20.00
PVC 45deg. (3mm BEND x 76mm) PC 19.00
PVC 45deg. (3mm BEND x 101mm) PC 16.00
PVC 90deg (3mm BEND x 50mm) PC 28.00
PVC 90deg (3mm BEND x 76mm) PC 9.00
PVC 90deg (3mm BEND x 101mm) PC 29.00
PVC P-TRAP W/ PLUG & SEALING RING (50mm) PC 20.00
PVC P-TRAP W/ PLUG & SEALING RING (76mm) PC 15.00
PVC CLEAN-OUT W/ PLUG & SEALING RING (101mm) PC 29.00
PVC 45deg. SINGLE BRANCH, WYE (101mm x 50mm) PC 13.00
PVC 45deg. SINGLE BRANCH, WYE (101mm x 76mm) PC 9.00
PVC 45deg. SINGLE BRANCH, WYE (101mm x 101mm) PC 18.00
SOLVENT CAN 25.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
ELECTRICAL ROUGH INS (FOURTH FLOOR)
1,301.00 pc
13 pc/hour
Designation No. of Person No. of Hours
a. Foreman 1 100.08
b. Skilled Labor 1 100.08
c. Unskilled Labor 3 100.08
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (C/D)
Name & Specification Unit Quantity
ials
15mm dia. IMC pc 1,093.00
20mm dia. IMC pc 50.00
25mm dia. IMC pc 80.00
32mm dia. IMC pc 20.00
50mm dia. IMC pc 50.00
80mm dia. IMC pc 8.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
STRIPPING OF FORMS FOR BEAMS, SLABS AND STAIRS(FOU
FLOOR)
0 sq.m.
30 sq.m. / hr
Designation No. of Person No. of Hours
a. Foreman 1 0.00
b. Skilled Labor 4 0.00
c. Unskilled Labor 10 0.00
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
STRIPPING OF FORMS OF COLUMNS (FOURTH FLOOR)
0 sq.m.
30 sq.m. / hr
Designation No. of Person No. of Hours
a. Foreman 1 0.00
b. Skilled Labor 4 0.00
c. Unskilled Labor 10 0.00
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
PLUMBING PIPES INSTALLATION THIRD FLOOR
L.S.
1
Designation No. of Person No. of Hours
a. Foreman 1 60.00
b. Skilled Labor 4 60.00
c. Unskilled Labor 3 60.00
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
G.I. PIPES (50mm D) PC 50.00
G.I. TEE, BANDED (50mm D) PC 6.00
G.I UNIONS, FLAT SEAT (50mm D) PC 47.00
G.I REDUCER (25.4mm D) PC 20.00
G.I. COUPLING ELBOW (50mm D) PC 8.00
BRONZE FAUCETS (12.7mm D) PC 28.00
GATE VALVE 25MM DIA PC 23.00
FLOOR DRAIN PC 94.00
TEFFLON TAPE ROLL 150.00
WATER METER PC 1.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
CHB LAYING (SECOND FLOOR)
7272.49 sq.m.
25 sq.m. / hr
Designation No. of Person No. of Hours
a. Foreman 1 290.90
b. Skilled Labor 4 290.90
c. Unskilled Labor 7 290.90
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (sq.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
CHB 6" PC 48,392.00
CHB 4" PC 48,896.00
Sand S1 PC 428.00
Portland Cement 40 kg PC 5,929.00
G.I Tie Wires #16 kg 403.00
Deformed Bars 10mm dia. x 12 m PC 2,813.00
Consumables (5% of Material Cost)
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL ELECTRICAL CONDUITS, UTILITY BOX AND PANEL BOARD
INSTALLATION (SECOND FLOOR)
182 pc
2 pc
Designation No. of Person No. of Hours
a. Foreman 1 91.00
b. Skilled Labor 3 91.00
c. Unskilled Labor 2 91.00
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (C/D)
Name & Specification Unit Quantity
ials
15A Circuit Breaker pc 35
20A Circuit Breaker pc 52
30A Circuit Breaker pc 38
40A Circuit Breaker pc 11
50A Circuit Breaker pc 5
60A Circuit Breaker pc 6
100A Circuit Breaker pc 7
175A Circuit Breaker pc 2
225A Circuit Breaker pc 2
4- Branch Panel Board pc 2
6- Branch Panel Board pc 7
16- Branch Panel Board pc 4
18- Branch Panel Board pc 2
22- Branch Panel Board set 3
28- Branch Panel Board pc 6
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
CABLE PULLING OF ELECTRICAL WIRES (SECOND FLOOR)
10111 m
200 m/hour
Designation No. of Person No. of Hours
a. Foreman 1 50.56
b. Skilled Labor 4 50.56
c. Unskilled Labor 2 50.56
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (C/D)
Name & Specification Unit Quantity
ials
ELECTRIC WIRES THWN/THHN 2.0 mm2 roll 32.00
ELECTRIC WIRES THWN/THHN 3.5 mm2 roll 21.00
ELECTRIC WIRES THWN/THHN 5.5 mm2 roll 45.00
ELECTRIC WIRES THWN/THHN 8.00 mm2 m 28.00
ELECTRIC WIRES THWN/THHN 14 mm2 roll 12.00
ELECTRIC WIRES THWN/THHN 22 mm2 m 27.00
ELECTRIC WIRES THWN/THHN 30 mm2 m 21.00
ELECTRIC WIRES THWN/THHN 60 mm2 roll 5.00
ELECTRIC WIRES THWN/THHN 100 mm2 m 16.00
ELECTRIC WIRES THWN/THHN 125 mm2 m 19.00
ELECTRIC WIRES THWN/THHN 250 mm2 roll 3.00
Consumables (5% of Material Cost)
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
INSTALLATION OF FIRE PROTECTION SYSTEM (SECOND FLO
L.S.
1
Designation No. of Person No. of Hours
L.S. 50& of Materials 10 240.00
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a. H-Frame w/ Catwalk set 240.00
b. Minor Tools (1% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
Single Impeler Jet Pump set 1.00
Fire Hose Cabinet w/ Fire Extinguisher set 138.00
Fire Alarm Annunciator 6" D set 40.00
Sprinkler Head Nozzle set 486.00
Smoke Detector set 273.00
100mm x 50mm D G.I.Tee Sched 40 pc 8.00
100mm D G.I. Pipe Sched 40 pc 14.00
50mm D G.I. Pipe Sched 40 pc 142.00
25mm D G.I. Pipe Sched 40 pc 424.00
Fire Extinguising Agent Cylinder pc 51.00
4-Zone Control Panel set 48.00
Consumables (3% Materials Cost) - 1.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
INSTALLATION OF VENTILATION PIPES (SECOND FLOOR)
L.S.
1
Designation No. of Person No. of Hours
L.S. 50& of Materials 10 240.00
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a. H-Frame w/ Catwalk set 240.00
b. Minor Tools (1% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
Single Impeler Jet Pump set 1.00
Fire Hose Cabinet w/ Fire Extinguisher set 138.00
Fire Alarm Annunciator 6" D set 40.00
Sprinkler Head Nozzle set 486.00
Smoke Detector set 273.00
100mm x 50mm D G.I.Tee Sched 40 pc 8.00
100mm D G.I. Pipe Sched 40 pc 14.00
50mm D G.I. Pipe Sched 40 pc 142.00
25mm D G.I. Pipe Sched 40 pc 424.00
Fire Extinguising Agent Cylinder pc 51.00
4-Zone Control Panel set 48.00
Consumables (3% Materials Cost) - 1.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
PLASTERING (SECOND FLOOR)
14544.98 sq.m.
50 sq.m. / hr
Designation No. of Person No. of Hours
a. Foreman 1 290.90
b. Skilled Labor 3 290.90
c. Unskilled Labor 3 290.90
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (sq.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
Portland Cement 40 kg PC 25,783.00
Sand S1 PC 372.55
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
WATERPROOFING SECOND FLOOR
3214 sq.m.
40 sq.m. / hr
Designation No. of Person No. of Hours
a. Foreman 1 80.35
b. Skilled Labor 2 80.35
c. Unskilled Labor 3 80.35
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (sq.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
Cementitious Waterproofing 16L pc 70.00
Portland Cemet 40 kg PC 40.00
Paint Brush pc 30.00
Consumables (5% Materials Cost) - 1.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
INSTALLATION OF WINDOWS SECOND FLOOR
L.S.
1
Designation No. of Person No. of Hours
45% of Materials Cost 10 144.00
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (sq.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
Double Glass Door (2300x2500mm) sqm 46.00
Double Glass Door (1800x2100) sqm 215.46
Automatic Sliding Door Motor set 23.00
Single Glass DoorType
(1150x2100mm) sqm 116.00
Laminated Flush Solid Core Door
(1200x2150mm) sqm 55.00
Double Hygiene Hinged Door set 3.00
Automated Roll UpType
(3000x2500mm) set 2.00
Tanguile Paneled Door
(1100x2000mm) sqm 8.80
Wooden Flush Door (1000x2100mm) set 9.00
FHC Shaft Door set 16.00
Fire Exit Door set 6.00
Laminated Flush Type Solid Core Door
(1000x2100mm) sqm 31.50
Aluminum Bathroom Door Office Toilet
(800x2100mm) set 30.00
PVC Moulded Door (900x2100mm) set 17.00
Laminated Phenolic Cubicle
Partition-Door Set set 44.00
60cm x 60cm Awning Window sqm 344.00
Consumables (3% Materials Cost) - 1.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
INSTALLATION OF CURTAIN GLASS WALL SECOND FLOOR
L.S.
1
Designation No. of Person No. of Hours
a. Installer 8 320.00
b. Helper 8 320.00
c. Sealant Applicator 8 320.00
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
Railing with 12mm thk Clear Tempered Glass x 0.8m H ln.m 276.00
12mm thk Clear Tempered Glass Wall sq.m. 1,303.00
12mm thk Frosted Tempered Glass Wall sq.m. 357.00
Light Blue Reflective Light Tempered Glass Curtain Wall System sq.m. 1,154.00
Weather Srip ln.m 248.00
Silicone Sealant pc 492.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
INSTALLATION OF GLASS RAILINGS SECOND FLOOR
L.S.
1
Designation No. of Person No. of Hours
a. Installer 8 320.00
b. Helper 8 320.00
c. Sealant Applicator 8 320.00
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
Railing with 12mm thk Clear Tempered Glass x 0.8m H ln.m 276.00
12mm thk Clear Tempered Glass Wall sq.m. 1,303.00
12mm thk Frosted Tempered Glass Wall sq.m. 357.00
Light Blue Reflective Light Tempered Glass Curtain Wall System sq.m. 1,154.00
Weather Srip ln.m 248.00
Silicone Sealant pc 492.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
INSTALLATION OF GLASS DOORS SECOND FLOOR
L.S.
1
Designation No. of Person No. of Hours
45% of Materials Cost 10 144.00
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (sq.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
Double Glass Door (2300x2500mm) sqm 46.00
Double Glass Door (1800x2100) sqm 215.46
Automatic Sliding Door Motor set 23.00
Single Glass Door (1150x2100mm) sqm 116.00
Laminated Flush Type Solid Core Door
(1200x2150mm) sqm 55.00
Double Hygiene Hinged Door set 3.00
Automated Roll UpType
(3000x2500mm) set 2.00
Tanguile Paneled Door
(1100x2000mm) sqm 8.80
Wooden Flush Door (1000x2100mm) set 9.00
FHC Shaft Door set 16.00
Fire Exit Door set 6.00
Laminated Flush Type Solid Core Door
(1000x2100mm) sqm 31.50
Aluminum Bathroom Door Office Toilet
(800x2100mm) set 30.00
PVC Moulded Door (900x2100mm) set 17.00
Laminated Phenolic Cubicle
Partition-Door Set set 44.00
60cm x 60cm Awning Window sqm 344.00
Consumables (3% Materials Cost) - 1.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
INSTALLATION OF DOORS SECOND FLOOR
L.S.
1
Designation No. of Person No. of Hours
45% of Materials Cost 10 144.00
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (sq.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity
ials
Double Glass Door (2300x2500mm) sqm 46.00
Double Glass Door (1800x2100) sqm 215.46
Automatic Sliding Door Motor set 23.00
Single Glass DoorType
(1150x2100mm) sqm 116.00
Laminated Flush Solid Core Door
(1200x2150mm) sqm 55.00
Double Hygiene Hinged Door set 3.00
Automated Roll UpType
(3000x2500mm) set 2.00
Tanguile Paneled Door
(1100x2000mm) sqm 8.80
Wooden Flush Door (1000x2100mm) set 9.00
FHC Shaft Door set 16.00
Fire Exit Door set 6.00
Laminated Flush Type Solid Core Door
(1000x2100mm) sqm 31.50
Aluminum Bathroom Door Office Toilet
(800x2100mm) set 30.00
PVC Moulded Door (900x2100mm) set 17.00
Laminated Phenolic Cubicle
Partition-Door Set set 44.00
60cm x 60cm Awning Window sqm 344.00
Consumables (3% Materials Cost) - 1.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL INSTALLATION & FABRICATION OF EMERGENCY STAIR RAILI
(SECOND FLR)
5019 kg
50 kg / hr
Designation No. of Person No. of Hours
a. Foreman 1 101
b. Welder 2 101
b. Skilled Labor 3 101
c. Unskilled Labor 4 101
Sub-total for A
Name & Capacity No. of Units No. of Hours
ment:
a. Welding Machine 2 101.00
b. Cut-Off 2 101.00
c. Minor Tools (10% of labor cost) 1 1.00
Sub-total for B
(A+B)
ut per hour (kg)
t Unit Cost (C/D)
Name & Specification Unit Quantity
ials
50mm D G.I. Pipe Sched 40 pc 483.00
25mm D G.I. Pipe Sched 40 pc 732.00
Steel Plate (3mm THK) pc 10.00
Welding Rod kg 700.00
Cutting Wheel pc 83.00
Consumables (2% Materials Cost) - 1.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of
actor's Profit (CP) 8.00 % of
Added Tax (VAT) 5 % of
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
SUMMARY
No./Description : Total Unit Cost
Mobilization
Project Billboard/ Signboard
Construction of the Field Office of the Engineer
Site Surveying
Structural Excavation
PRE-CONSTRUCTION TERMITE SOIL TREATMENT (FOUNDATION)
Gravel Bedding (Foundation)
SCAFFOLDING ERECTION OF SUPPORT FOR COLUMN REBARS
Rebar Fabrication of Footing
Rebar Fabrication for Columns
Rebar Installation of Footing
Rebar Installation of Column
Formworks Fabrication for Footing
Formworks Fabrication for Column
Formworks Installation for Footing
Formworks Installation for Column
CONCRETE POURING OF FOOTINGS
CONCRETE POURING OF COLUMNS
STRIPPING OF FORMS OF FOOTINGS
STRIPPING OF FORMS OF COLUMNS (FOUNDATION)
TRENCH EXCAVATION GRADE BEAM
Gravel Bedding GRADE BEAM
PRE-CONSTRUCTION TERMITE SOIL TREATMENT GRADE BEAM
GRAVEL BEDDING GRADE BEAM
Rebar Fabrication for GRADE BEAMS
Rebar Installation of GRADE BEAMS
Formworks Fabrication for GRADE BEAMS
Formworks Installation for GRADE BEAMS
CONCRETE POURING OF GRADE BEAMS
STRIPPING OF FORMS OF GRADE BEAMS
BACKFILL AND COMPACTION GRADE BEAM
BACKFILL AND COMPACTION (FOUNDATION)
TRENCH EXCAVATION (UTILITIES)
EXCAVATION (CATCH BASIN, SEPTIC & CISTERN TANK)
GRAVEL BEDDING (PLUMBING)
GRAVEL BEDDING (CATCH BASIN, SEPTIC & CISTERN TANK)
PIPE LAYING (PLUMBING)
CONSTRUCTION OF CATCH BASIN
CONSTRUCTION OF SEPTIC TANK
CONSTRUCTION OF CISTERN TANK
PIPE LAYING OF CATCH BASIN
INSTALLATION OF
INSTALLATION OF FORMWORKS
REBAR FOR COLUMNS (GROUND
FOR COLUMNS FLOOR)
(GROUND
FLOOR)
CONCRETE POURING OF COLUMNS (GROUND FLOOR)
STRIPPING OF FORMS OF COLUMNS (GROUND FLOOR)
Total
Unit Cost Amount (PHP)
₱7,500.00 ₱7,500.00
₱25,000.00 ₱50,000.00
₱7,500.00 ₱7,500.00
₱1,000.00 ₱29,000.00
₱3,000.00 ₱3,000.00
₱5,000.00 ₱5,000.00
₱10,000.00 ₱10,000.00
₱15,000.00 ₱75,000.00
₱187,000.00
Hourly Rate Amount (PHP)
₱134.93 ₱2,158.88
₱99.99 ₱4,799.52
₱75.35 ₱7,233.60
₱14,192.00
Hourly Rate Amount (PHP)
₱18,700.00 ₱18,700.00
₱18,700.00
₱219,892.00
₱1.00
₱219,892.00
Unit Cost Amount (PHP)
₱0.00
₱219,892.00
G ₱26,387.04
G ₱17,591.36
(H+I+J) ₱13,193.52
( H+I+J+K) ₱277,063.92
rd
Hourly Rate Amount (PHP)
₱134.93 ₱1,079.44
₱75.35 ₱1,205.60
₱2,285.04
Hourly Rate Amount (PHP)
₱228.50 ₱228.50
₱228.50
₱2,513.54
166.65
₱2,513.54
Unit Cost Amount (PHP)
₱995.00 ₱1,990.00
₱1,000.00 ₱2,000.00
₱35.00 ₱3,500.00
₱65.00 ₱260.00
₱7,750.00
₱10,263.54
G ₱1,231.63
G ₱821.08
(G+H+I) ₱615.81
(G+H+I+J) ₱12,932.07
Office of the Engineer
Hourly Rate Amount (PHP)
₱134.93 ₱10,794.40
₱97.64 ₱23,433.60
₱75.35 ₱36,168.00
₱70,396.00
Hourly Rate Amount (PHP)
₱170.88 ₱5,126.25
₱2,450.00 ₱19,600.00
₱7,039.60 ₱7,039.60
₱31,765.85
₱102,161.85
1
₱102,161.85
Unit Cost Amount (PHP)
₱680.00 ₱2,720.00
₱334.00 ₱3,340.00
₱255.00 ₱765.00
₱275.00 ₱27,500.00
₱680.00 ₱13,600.00
₱500.00 ₱9,000.00
₱45.32 ₱27,192.00
₱80.00 ₱3,200.00
₱385.00 ₱7,700.00
₱35.00 ₱18,900.00
₱80.00 ₱480.00
₱15.00 ₱14,745.00
₱275.00 ₱13,750.00
₱500.00 ₱3,500.00
₱38.00 ₱3,040.00
₱80.00 ₱320.00
₱1,800.00 ₱10,800.00
₱1,000.00 ₱4,000.00
₱1,900.00 ₱7,600.00
₱172,152.00
₱274,313.85
G ₱32,917.66
G ₱21,945.11
(G+H+I) ₱16,458.83
(G+H+I+J) ₱345,635.45
Hourly Rate Amount (PHP)
₱158.00 ₱7,584.00
₱138.00 ₱6,624.00
₱100.00 ₱9,600.00
₱23,808.00
Rate Amount (PHP)
₱1,812.50 ₱87,000.00
₱1,425.00 ₱68,400.00
₱1,500.00 ₱3,000.00
₱158,400.00
₱182,208.00
1
₱182,208.00
Unit Cost Amount (PHP)
₱182,208.00
G ₱21,864.96
G ₱14,576.64
(G+H+I) ₱10,932.48
(G+H+I+J) ₱229,582.08
tion
Hourly Rate Amount (PHP)
₱134.93 ₱14,446.08
₱99.99 ₱10,705.28
₱75.35 ₱8,067.23
₱33,218.59
Hourly Rate Amount (PHP)
₱1,998.00 ₱427,825.75
₱3,321.86 ₱3,321.86
₱431,147.61
₱464,366.20
29.32
₱216.86
Unit Cost Amount (PHP)
₱464,366.20
G ₱55,723.94
G ₱37,149.30
(G+H+I) ₱27,861.97
(G+H+I+J) ₱585,101.41
N TERMITE SOIL TREATMENT (FOUNDATION)
Hourly Rate Amount (PHP)
₱134.93 ₱198.87
₱75.35 ₱888.45
₱1,087.32
Hourly Rate Amount (PHP)
₱84.81 ₱500.00
₱108.73 ₱108.73
₱608.73
₱1,696.05
198.03
₱1.45
Unit Cost Amount (PHP)
₱255.00 ₱1,240,546.74
₱1,240,546.74
₱1,242,242.78
G ₱149,069.13
G ₱99,379.42
(G+H+I) ₱74,534.57
(G+H+I+J) ₱1,565,225.91
on)
2816
563.2
Hourly Rate Amount (PHP)
₱134.93 ₱12,143.70
₱97.64 ₱26,362.80
₱75.35 ₱33,907.50
₱72,414.00
Hourly Rate Amount (PHP)
₱123.00 ₱33,210.00
₱992.00 ₱89,280.00
₱2,450.00 ₱330,750.00
₱7,241.40 ₱7,241.40
₱460,481.40
₱532,895.40
6.26
₱946.19
Unit Cost Amount (PHP)
₱620.00 ₱349,184.00
₱349,184.00
₱882,079.40
G ₱105,849.53
G ₱70,566.35
(G+H+I) ₱52,924.76
(G+H+I+J) ₱1,111,420.04
ON OF SUPPORT FOR COLUMN REBARS
Hourly Rate Amount (PHP)
₱134.93 ₱12,113.34
₱97.64 ₱46,750.03
₱75.35 ₱45,096.98
₱103,960.35
Hourly Rate Amount (PHP)
₱6.50 ₱544,635.00
₱10,396.03 ₱10,396.03
₱555,031.03
₱658,991.38
60.00
₱91.76
Unit Cost Amount (PHP)
₱658,991.38
G ₱79,078.97
G ₱52,719.31
(G+H+I) ₱39,539.48
(G+H+I+J) ₱830,329.14
Hourly Rate Amount (PHP)
₱134.93 ₱4,550.51
₱99.99 ₱80,931.91
₱75.35 ₱50,823.58
₱136,306.00
Hourly Rate Amount (PHP)
₱219.75 ₱118,577.10
₱351.50 ₱189,669.40
₱13,630.60 ₱13,630.60
₱594,489.09
₱730,795.09
0.25
₱21,669.24
Unit Cost Amount (PHP)
₱46.31 ₱1,525,544.02
₱46.31 ₱36,260.73
₱1,561,804.75
₱2,292,599.84
G ₱275,111.98
G ₱183,407.99
(G+H+I) ₱137,555.99
(G+H+I+J) ₱2,888,675.79
umns
Hourly Rate Amount (PHP)
₱134.93 ₱4,550.51
₱99.99 ₱80,931.91
₱75.35 ₱50,823.58
₱136,306.00
Hourly Rate Amount (PHP)
₱219.75 ₱118,577.10
₱351.50 ₱189,669.40
₱13,630.60 ₱13,630.60
₱594,489.09
₱730,795.09
0.25
₱21,669.24
Unit Cost Amount (PHP)
₱46.31 ₱1,525,544.02
₱46.31 ₱36,260.73
₱1,561,804.75
₱2,292,599.84
G ₱275,111.98
G ₱183,407.99
(G+H+I) ₱137,555.99
(G+H+I+J) ₱2,888,675.79
ng
Hourly Rate Amount (PHP)
₱134.93 ₱0.00
₱99.99 ₱0.00
₱75.35 ₱0.00
₱0.00
Hourly Rate Amount (PHP)
₱0.00 ₱0.00
₱0.00
₱0.00
0.28
#DIV/0!
Unit Cost Amount (PHP)
₱80.00 ₱73,840.00
₱73,840.00
₱73,840.00
G ₱8,860.80
G ₱5,907.20
(G+H+I) ₱4,430.40
(G+H+I+J) ₱93,038.40
mn
Hourly Rate Amount (PHP)
₱134.93 ₱0.00
₱99.99 ₱0.00
₱75.35 ₱0.00
₱0.00
Hourly Rate Amount (PHP)
₱0.00 ₱0.00
₱0.00
₱0.00
0.28
#DIV/0!
Unit Cost Amount (PHP)
₱80.00 ₱73,840.00
₱73,840.00
₱73,840.00
G ₱8,860.80
G ₱5,907.20
(G+H+I) ₱4,430.40
(G+H+I+J) ₱93,038.40
Footing
Hourly Rate Amount (PHP)
₱134.93 ₱12,723.90
₱97.64 ₱55,244.71
₱75.35 ₱71,055.05
₱139,023.66
Hourly Rate Amount (PHP)
₱13,902.37 ₱13,902.37
₱13,902.37
₱152,926.03
20.00
₱81.08
Unit Cost Amount (PHP)
₱2,300.00 ₱630,200.00
₱35.00 ₱29,400.00
₱80.00 ₱4,000.00
₱663,600.00
₱816,526.03
G ₱97,983.12
G ₱65,322.08
(G+H+I) ₱48,991.56
(G+H+I+J) ₱1,028,822.79
Column
Hourly Rate Amount (PHP)
₱134.93 ₱12,723.90
₱97.64 ₱55,244.71
₱75.35 ₱71,055.05
₱139,023.66
Hourly Rate Amount (PHP)
₱13,902.37 ₱13,902.37
₱13,902.37
₱152,926.03
20.00
₱81.08
Unit Cost Amount (PHP)
₱2,300.00 ₱630,200.00
₱35.00 ₱29,400.00
₱80.00 ₱4,000.00
₱663,600.00
₱816,526.03
G ₱97,983.12
G ₱65,322.08
(G+H+I) ₱48,991.56
(G+H+I+J) ₱1,028,822.79
Footing
Hourly Rate Amount (PHP)
₱134.93 ₱8,482.60
₱97.64 ₱36,829.81
₱75.35 ₱47,370.03
₱92,682.44
Hourly Rate Amount (PHP)
₱9,268.24 ₱9,268.24
₱9,268.24
₱101,950.68
30.00
₱54.06
Unit Cost Amount (PHP)
₱80.00 ₱4,000.00
₱4,000.00
₱105,950.68
G ₱12,714.08
G ₱8,476.05
(G+H+I) ₱6,357.04
(G+H+I+J) ₱133,497.86
Column
Hourly Rate Amount (PHP)
₱134.93 ₱0.00
₱97.64 ₱0.00
₱75.35 ₱0.00
₱0.00
Hourly Rate Amount (PHP)
₱0.00 ₱0.00
₱0.00
₱0.00
30.00
#DIV/0!
Unit Cost Amount (PHP)
₱80.00 ₱4,000.00
₱4,000.00
₱4,000.00
G ₱480.00
G ₱320.00
(G+H+I) ₱240.00
(G+H+I+J) ₱5,040.00
F FOOTINGS
Hourly Rate Amount (PHP)
₱134.93 ₱24,070.36
₱97.64 ₱52,254.42
₱75.35 ₱80,650.76
₱156,975.54
Hourly Rate Amount (PHP)
₱91.25 ₱32,556.44
₱2,076.00 ₱148,136.24
₱3,750.00 ₱1,337,935.71
₱15,697.55 ₱15,697.55
₱1,848,277.02
₱2,005,252.56
7.00
₱1,605.82
Unit Cost Amount (PHP)
₱7,648.00 ₱9,550,363.52
₱9,550,363.52
₱11,555,616.08
G ₱1,386,673.93
G ₱924,449.29
(G+H+I) ₱693,336.96
(G+H+I+J) ₱14,560,076.26
F COLUMNS
Hourly Rate Amount (PHP)
₱134.93 ₱24,070.36
₱97.64 ₱52,254.42
₱75.35 ₱80,650.76
₱156,975.54
Hourly Rate Amount (PHP)
₱91.25 ₱32,556.44
₱2,076.00 ₱148,136.24
₱3,750.00 ₱1,337,935.71
₱15,697.55 ₱15,697.55
₱1,848,277.02
₱2,005,252.56
7.00
₱1,605.82
Unit Cost Amount (PHP)
₱7,648.00 ₱9,550,363.52
₱9,550,363.52
₱11,555,616.08
G ₱1,386,673.93
G ₱924,449.29
(G+H+I) ₱693,336.96
(G+H+I+J) ₱14,560,076.26
OF FOOTINGS
Hourly Rate Amount (PHP)
₱134.93 ₱0.00
₱97.64 ₱0.00
₱75.35 ₱0.00
₱0.00
Hourly Rate Amount (PHP)
₱0.00 ₱0.00
₱0.00
₱0.00
30.00
#DIV/0!
Unit Cost Amount (PHP)
₱0.00
G ₱0.00
G ₱0.00
(G+H+I) ₱0.00
(G+H+I+J) ₱0.00
OF COLUMNS (FOUNDATION)
Hourly Rate Amount (PHP)
₱134.93 ₱0.00
₱97.64 ₱0.00
₱75.35 ₱0.00
₱0.00
Hourly Rate Amount (PHP)
₱0.00 ₱0.00
₱0.00
₱0.00
30.00
#DIV/0!
Unit Cost Amount (PHP)
₱0.00
G ₱0.00
G ₱0.00
(G+H+I) ₱0.00
(G+H+I+J) ₱0.00
GRADE BEAM
Hourly Rate Amount (PHP)
₱134.93 ₱12,554.61
₱99.99 ₱18,607.21
₱75.35 ₱28,043.86
₱59,205.68
Hourly Rate Amount (PHP)
₱1,998.00 ₱371,809.15
₱1,846.00 ₱343,523.37
₱5,920.57 ₱5,920.57
₱721,253.09
₱780,458.77
15
₱559.20
Unit Cost Amount (PHP)
₱118.00 ₱164,690.24
₱164,690.24
₱945,149.01
G ₱113,417.88
G ₱75,611.92
(G+H+I) ₱56,708.94
(G+H+I+J) ₱1,190,887.75
EAM
2816
563.2
Hourly Rate Amount (PHP)
₱134.93 ₱12,143.70
₱97.64 ₱26,362.80
₱75.35 ₱33,907.50
₱72,414.00
Hourly Rate Amount (PHP)
₱123.00 ₱33,210.00
₱992.00 ₱89,280.00
₱2,450.00 ₱330,750.00
₱7,241.40 ₱7,241.40
₱460,481.40
₱532,895.40
6.26
₱946.19
Unit Cost Amount (PHP)
₱620.00 ₱349,184.00
₱349,184.00
₱882,079.40
G ₱105,849.53
G ₱70,566.35
(G+H+I) ₱52,924.76
(G+H+I+J) ₱1,111,420.04
ON TERMITE SOIL TREATMENT GRADE BEAM
Hourly Rate Amount (PHP)
₱134.93 ₱198.87
₱75.35 ₱888.45
₱1,087.32
Hourly Rate Amount (PHP)
₱84.81 ₱500.00
₱108.73 ₱108.73
₱608.73
₱1,696.05
198.03
₱1.45
Unit Cost Amount (PHP)
₱255.00 ₱1,240,546.74
₱1,240,546.74
₱1,242,242.78
G ₱149,069.13
G ₱99,379.42
(G+H+I) ₱74,534.57
(G+H+I+J) ₱1,565,225.91
DE BEAM
Hourly Rate Amount (PHP)
₱134.93 ₱11,559.00
₱75.35 ₱51,639.87
₱63,198.87
Hourly Rate Amount (PHP)
₱123.00 ₱21,074.00
₱6,319.89 ₱6,319.89
₱27,393.89
₱90,592.76
1.20
₱881.25
Unit Cost Amount (PHP)
₱620.00 ₱63,736.00
₱63,736.00
₱154,328.76
G ₱18,519.45
G ₱12,346.30
(G+H+I) ₱9,259.73
(G+H+I+J) ₱194,454.23
ADE BEAMS
Hourly Rate Amount (PHP)
₱134.93 ₱4,550.51
₱99.99 ₱80,931.91
₱75.35 ₱50,823.58
₱136,306.00
Hourly Rate Amount (PHP)
₱219.75 ₱118,577.10
₱351.50 ₱189,669.40
₱13,630.60 ₱13,630.60
₱594,489.09
₱730,795.09
0.25
₱21,669.24
Unit Cost Amount (PHP)
₱46.31 ₱1,525,544.02
₱46.31 ₱36,260.73
₱1,561,804.75
₱2,292,599.84
G ₱275,111.98
G ₱183,407.99
(G+H+I) ₱137,555.99
(G+H+I+J) ₱2,888,675.79
DE BEAMS
Hourly Rate Amount (PHP)
₱134.93 ₱0.00
₱99.99 ₱0.00
₱75.35 ₱0.00
₱0.00
Hourly Rate Amount (PHP)
₱0.00 ₱0.00
₱0.00
₱0.00
0.28
#DIV/0!
Unit Cost Amount (PHP)
₱80.00 ₱73,840.00
₱73,840.00
₱73,840.00
G ₱8,860.80
G ₱5,907.20
(G+H+I) ₱4,430.40
(G+H+I+J) ₱93,038.40
GRADE BEAMS
Hourly Rate Amount (PHP)
₱134.93 ₱12,723.90
₱97.64 ₱55,244.71
₱75.35 ₱71,055.05
₱139,023.66
Hourly Rate Amount (PHP)
₱13,902.37 ₱13,902.37
₱13,902.37
₱152,926.03
20.00
₱81.08
Unit Cost Amount (PHP)
₱2,300.00 ₱630,200.00
₱35.00 ₱29,400.00
₱80.00 ₱4,000.00
₱663,600.00
₱816,526.03
G ₱97,983.12
G ₱65,322.08
(G+H+I) ₱48,991.56
(G+H+I+J) ₱1,028,822.79
GRADE BEAMS
Hourly Rate Amount (PHP)
₱134.93 ₱8,482.60
₱97.64 ₱36,829.81
₱75.35 ₱47,370.03
₱92,682.44
Hourly Rate Amount (PHP)
₱9,268.24 ₱9,268.24
₱9,268.24
₱101,950.68
30.00
₱54.06
Unit Cost Amount (PHP)
₱80.00 ₱4,000.00
₱4,000.00
₱105,950.68
G ₱12,714.08
G ₱8,476.05
(G+H+I) ₱6,357.04
(G+H+I+J) ₱133,497.86
F GRADE BEAMS
Hourly Rate Amount (PHP)
₱134.93 ₱24,070.36
₱97.64 ₱52,254.42
₱75.35 ₱80,650.76
₱156,975.54
Hourly Rate Amount (PHP)
₱91.25 ₱32,556.44
₱2,076.00 ₱148,136.24
₱3,750.00 ₱1,337,935.71
₱15,697.55 ₱15,697.55
₱1,848,277.02
₱2,005,252.56
7.00
₱1,605.82
Unit Cost Amount (PHP)
₱7,648.00 ₱9,550,363.52
₱9,550,363.52
₱11,555,616.08
G ₱1,386,673.93
G ₱924,449.29
(G+H+I) ₱693,336.96
(G+H+I+J) ₱14,560,076.26
OF GRADE BEAMS
Hourly Rate Amount (PHP)
₱134.93 ₱8,482.60
₱97.64 ₱24,553.21
₱75.35 ₱47,370.03
₱80,405.84
Hourly Rate Amount (PHP)
₱8,040.58 ₱8,040.58
₱8,040.58
₱88,446.42
30.00
₱46.90
Unit Cost Amount (PHP)
₱88,446.42
G ₱10,613.57
G ₱7,075.71
(G+H+I) ₱5,306.79
(G+H+I+J) ₱111,442.49
CTION GRADE BEAM
Hourly Rate Amount (PHP)
₱134.93 ₱12,554.61
₱99.99 ₱18,607.21
₱75.35 ₱28,043.86
₱59,205.68
Hourly Rate Amount (PHP)
₱1,998.00 ₱371,809.15
₱1,846.00 ₱343,523.37
₱5,920.57 ₱5,920.57
₱721,253.09
₱780,458.77
15
₱559.20
Unit Cost Amount (PHP)
₱118.00 ₱164,690.24
₱164,690.24
₱945,149.01
G ₱113,417.88
G ₱75,611.92
(G+H+I) ₱56,708.94
(G+H+I+J) ₱1,190,887.75
CTION (FOUNDATION)
Hourly Rate Amount (PHP)
₱134.93 ₱12,554.61
₱99.99 ₱18,607.21
₱75.35 ₱28,043.86
₱59,205.68
Hourly Rate Amount (PHP)
₱1,998.00 ₱371,809.15
₱1,846.00 ₱343,523.37
₱5,920.57 ₱5,920.57
₱721,253.09
₱780,458.77
15
₱559.20
Unit Cost Amount (PHP)
₱118.00 ₱164,690.24
₱164,690.24
₱945,149.01
G ₱113,417.88
G ₱75,611.92
(G+H+I) ₱56,708.94
(G+H+I+J) ₱1,190,887.75
UTILITIES)
Hourly Rate Amount (PHP)
₱134.93 ₱12,554.61
₱99.99 ₱18,607.21
₱75.35 ₱28,043.86
₱59,205.68
Hourly Rate Amount (PHP)
₱1,998.00 ₱371,809.15
₱1,846.00 ₱343,523.37
₱5,920.57 ₱5,920.57
₱721,253.09
₱780,458.77
15
₱559.20
Unit Cost Amount (PHP)
₱118.00 ₱164,690.24
₱164,690.24
₱945,149.01
G ₱113,417.88
G ₱75,611.92
(G+H+I) ₱56,708.94
(G+H+I+J) ₱1,190,887.75
ASIN, SEPTIC & CISTERN TANK)
Hourly Rate Amount (PHP)
₱134.93 ₱12,554.61
₱99.99 ₱18,607.21
₱75.35 ₱28,043.86
₱59,205.68
Hourly Rate Amount (PHP)
₱1,998.00 ₱371,809.15
₱1,846.00 ₱343,523.37
₱5,920.57 ₱5,920.57
₱721,253.09
₱780,458.77
15
₱559.20
Unit Cost Amount (PHP)
₱118.00 ₱164,690.24
₱164,690.24
₱945,149.01
G ₱113,417.88
G ₱75,611.92
(G+H+I) ₱56,708.94
(G+H+I+J) ₱1,190,887.75
MBING)
Hourly Rate Amount (PHP)
₱134.93 ₱11,559.00
₱75.35 ₱51,639.87
₱63,198.87
Hourly Rate Amount (PHP)
₱123.00 ₱21,074.00
₱6,319.89 ₱6,319.89
₱27,393.89
₱90,592.76
1.20
₱881.25
Unit Cost Amount (PHP)
₱620.00 ₱63,736.00
₱63,736.00
₱154,328.76
G ₱18,519.45
G ₱12,346.30
(G+H+I) ₱9,259.73
(G+H+I+J) ₱194,454.23
CH BASIN, SEPTIC & CISTERN TANK)
Hourly Rate Amount (PHP)
₱134.93 ₱11,559.00
₱75.35 ₱51,639.87
₱63,198.87
Hourly Rate Amount (PHP)
₱123.00 ₱21,074.00
₱6,319.89 ₱6,319.89
₱27,393.89
₱90,592.76
1.20
₱881.25
Unit Cost Amount (PHP)
₱620.00 ₱63,736.00
₱63,736.00
₱154,328.76
G ₱18,519.45
G ₱12,346.30
(G+H+I) ₱9,259.73
(G+H+I+J) ₱194,454.23
G)
Hourly Rate Amount (PHP)
₱134.93 ₱8,095.80
₱97.64 ₱23,433.60
₱75.35 ₱13,563.00
₱45,092.40
Hourly Rate Amount (PHP)
₱4,509.24 ₱4,509.24
₱4,509.24
₱49,601.64
1.00
₱49,601.64
Unit Cost Amount (PHP)
₱1,500.00 ₱75,000.00
₱87.00 ₱522.00
₱130.00 ₱6,110.00
₱35.00 ₱700.00
₱50.00 ₱400.00
₱160.00 ₱4,480.00
₱390.00 ₱8,970.00
₱250.00 ₱23,500.00
₱10.00 ₱1,500.00
₱1,250.00 ₱1,250.00
₱122,432.00
₱172,033.64
G ₱20,644.04
G ₱13,762.69
(G+H+I) ₱10,322.02
(G+H+I+J) ₱216,762.39
TCH BASIN
Hourly Rate Amount (PHP)
₱134.93 ₱4,317.76
₱97.64 ₱6,248.96
₱75.35 ₱4,822.40
₱15,389.12
Hourly Rate Amount (PHP)
₱1,538.91 ₱1,538.91
₱1,538.91
₱16,928.03
0.50
₱33,856.06
Unit Cost Amount (PHP)
₱7,035.00 ₱49,245.00
₱2,300.00 ₱20,700.00
₱35.00 ₱2,800.00
₱80.00 ₱560.00
₱46.31 ₱4,538.38
₱80.00 ₱640.00
₱1,971.00 ₱126,144.00
₱204,627.38
₱221,555.41
G ₱26,586.65
G ₱17,724.43
(G+H+I) ₱13,293.32
(G+H+I+J) ₱279,159.82
PTIC TANK
Hourly Rate Amount (PHP)
₱134.93 ₱16,191.60
₱97.64 ₱23,433.60
₱75.35 ₱27,126.00
₱66,751.20
Hourly Rate Amount (PHP)
₱6,675.12 ₱6,675.12
₱6,675.12
₱73,426.32
1.00
₱73,426.32
Unit Cost Amount (PHP)
₱620.00 ₱1,240.00
₱7,035.00 ₱399,137.76
₱2,300.00 ₱69,000.00
₱35.00 ₱2,520.00
₱80.00 ₱800.00
₱1,971.00 ₱31,536.00
₱40.00 ₱800.00
₱343.00 ₱6,860.00
₱511,893.76
₱585,320.08
G ₱70,238.41
G ₱46,825.61
(G+H+I) ₱35,119.20
(G+H+I+J) ₱737,503.30
TERN TANK
Hourly Rate Amount (PHP)
₱134.93 ₱7,556.08
₱97.64 ₱10,935.68
₱75.35 ₱12,658.80
₱31,150.56
Hourly Rate Amount (PHP)
₱3,115.06 ₱3,115.06
₱3,115.06
₱34,265.62
1.00
₱34,265.62
Unit Cost Amount (PHP)
₱7,035.00 ₱239,190.00
₱620.00 ₱4,340.00
₱1,800.00 ₱7,200.00
₱511.00 ₱2,044.00
₱3,650.00 ₱7,300.00
₱1,038.00 ₱23,874.00
₱2,500.00 ₱27,500.00
₱6,870.00 ₱13,740.00
₱325,188.00
₱359,453.62
G ₱43,134.43
G ₱28,756.29
(G+H+I) ₱21,567.22
(G+H+I+J) ₱452,911.56
BASIN
Hourly Rate Amount (PHP)
₱134.93 ₱8,095.80
₱97.64 ₱23,433.60
₱75.35 ₱13,563.00
₱45,092.40
Hourly Rate Amount (PHP)
₱4,509.24 ₱4,509.24
₱4,509.24
₱49,601.64
1.00
₱49,601.64
Unit Cost Amount (PHP)
₱1,500.00 ₱75,000.00
₱87.00 ₱522.00
₱130.00 ₱6,110.00
₱35.00 ₱700.00
₱50.00 ₱400.00
₱160.00 ₱4,480.00
₱390.00 ₱8,970.00
₱250.00 ₱23,500.00
₱10.00 ₱1,500.00
₱1,250.00 ₱1,250.00
₱122,432.00
₱172,033.64
G ₱20,644.04
G ₱13,762.69
(G+H+I) ₱10,322.02
(G+H+I+J) ₱216,762.39
AR FOR COLUMNS (GROUND FLOOR)
Hourly Rate Amount (PHP)
₱134.93 ₱120.47
₱99.99 ₱2,142.64
₱75.35 ₱807.32
₱3,070.44
Hourly Rate Amount (PHP)
₱307.04 ₱307.04
₱6,447.92
₱9,518.36
0.28
₱9,518.36
Unit Cost Amount (PHP)
₱80.00 ₱73,840.00
₱73,840.00
₱83,358.36
G ₱10,003.00
G ₱6,668.67
(G+H+I) ₱5,001.50
(G+H+I+J) ₱105,031.53
MWORKS FOR COLUMNS (GROUND FLOOR)
Hourly Rate Amount (PHP)
₱134.93 ₱12,723.90
₱97.64 ₱55,244.71
₱75.35 ₱71,055.05
₱139,023.66
Hourly Rate Amount (PHP)
₱13,902.37 ₱13,902.37
₱13,902.37
₱152,926.03
20.00
₱81.08
Unit Cost Amount (PHP)
₱2,300.00 ₱630,200.00
₱35.00 ₱29,400.00
₱80.00 ₱4,000.00
₱663,600.00
₱816,526.03
G ₱97,983.12
G ₱65,322.08
(G+H+I) ₱48,991.56
(G+H+I+J) ₱1,028,822.79
F COLUMNS (GROUND FLOOR)
Hourly Rate Amount (PHP)
₱134.93 ₱24,070.36
₱97.64 ₱52,254.42
₱75.35 ₱80,650.76
₱156,975.54
Hourly Rate Amount (PHP)
₱91.25 ₱32,556.44
₱2,076.00 ₱148,136.24
₱3,750.00 ₱1,337,935.71
₱15,697.55 ₱15,697.55
₱1,848,277.02
₱2,005,252.56
7.00
₱1,605.82
Unit Cost Amount (PHP)
₱7,648.00 ₱9,550,363.52
₱9,550,363.52
₱11,555,616.08
G ₱1,386,673.93
G ₱924,449.29
(G+H+I) ₱693,336.96
(G+H+I+J) ₱14,560,076.26
OF COLUMNS (GROUND FLOOR)
Hourly Rate Amount (PHP)
₱134.93 #VALUE!
₱97.64 #VALUE!
₱75.35 #VALUE!
#VALUE!
Hourly Rate Amount (PHP)
#VALUE! #VALUE!
#VALUE!
#VALUE!
30.00
#VALUE!
Unit Cost Amount (PHP)
#VALUE!
G #VALUE!
G #VALUE!
(G+H+I) #VALUE!
(G+H+I+J) #VALUE!
TERMITE SOIL TREATMENT (SLAB ON GRADE)
Hourly Rate Amount (PHP)
₱134.93 ₱198.87
₱75.35 ₱888.45
₱1,087.32
Hourly Rate Amount (PHP)
₱84.81 ₱500.00
₱108.73 ₱108.73
₱608.73
₱1,696.05
198.03
₱1.45
Unit Cost Amount (PHP)
₱255.00 ₱1,240,546.74
₱1,240,546.74
₱1,242,242.78
G ₱149,069.13
G ₱99,379.42
(G+H+I) ₱74,534.57
(G+H+I+J) ₱1,565,225.91
on)
2816
563.2
Hourly Rate Amount (PHP)
₱134.93 ₱12,143.70
₱97.64 ₱26,362.80
₱75.35 ₱33,907.50
₱72,414.00
Hourly Rate Amount (PHP)
₱123.00 ₱33,210.00
₱992.00 ₱89,280.00
₱2,450.00 ₱330,750.00
₱7,241.40 ₱7,241.40
₱460,481.40
₱532,895.40
6.26
₱946.19
Unit Cost Amount (PHP)
₱620.00 ₱349,184.00
₱349,184.00
₱882,079.40
G ₱105,849.53
G ₱70,566.35
(G+H+I) ₱52,924.76
(G+H+I+J) ₱1,111,420.04
FOR SLAB ON GRADE
Hourly Rate Amount (PHP)
₱134.93 ₱10,703.98
₱99.99 ₱31,728.76
₱75.35 ₱17,932.51
₱60,365.25
Hourly Rate Amount (PHP)
₱219.75 ₱34,865.46
₱351.50 ₱55,768.88
₱6,036.52
₱96,670.87
₱157,036.12
0.25
₱7,918.14
Unit Cost Amount (PHP)
₱46.31 ₱918,441.22
₱80.00 ₱499,185.60
₱70,881.34
₱1,488,508.16
₱1,645,544.28
G ₱197,465.31
G ₱131,643.54
(G+H+I) ₱98,732.66
(G+H+I+J) ₱2,073,385.79
MWORKS FOR SLAB ON GRADE
Hourly Rate Amount (PHP)
₱134.93 ₱7,408.33
₱97.64 ₱16,082.77
₱75.35 ₱20,685.46
₱44,176.56
Hourly Rate Amount (PHP)
₱4,417.66 ₱4,417.66
₱4,417.66
₱48,594.22
50.00
₱17.70
Unit Cost Amount (PHP)
₱2,300.00 ₱138,000.00
₱35.00 ₱17,220.00
₱80.00 ₱1,600.00
₱156,820.00
₱205,414.22
G ₱24,649.71
G ₱16,433.14
(G+H+I) ₱12,324.85
(G+H+I+J) ₱258,821.92
F SLAB ON GRADE
844.8
Hourly Rate Amount (PHP)
₱134.93 ₱14,248.61
₱97.64 ₱30,932.35
₱75.35 ₱31,827.84
₱77,008.80
Hourly Rate Amount (PHP)
₱91.25 ₱19,272.00
₱2,076.00 ₱438,451.20
₱3,750.00 ₱792,000.00
₱7,700.88 ₱7,700.88
₱1,257,424.08
₱1,334,432.88
8.00
₱1,579.58
Unit Cost Amount (PHP)
₱7,348.00 ₱6,207,590.40
₱6,207,590.40
₱7,542,023.28
G ₱905,042.79
G ₱603,361.86
(G+H+I) ₱452,521.40
(G+H+I+J) ₱9,502,949.33
OF SLAB ON GRADE
Hourly Rate Amount (PHP)
₱134.93 ₱0.00
₱97.64 ₱0.00
₱75.35 ₱0.00
₱0.00
Hourly Rate Amount (PHP)
₱0.00 ₱0.00
₱0.00
₱0.00
50.00
#DIV/0!
Unit Cost Amount (PHP)
₱0.00
G ₱0.00
G ₱0.00
(G+H+I) ₱0.00
(G+H+I+J) ₱0.00
R FOR COLUMNS GROUND FLOOR
Hourly Rate Amount (PHP)
₱134.93 ₱4,550.51
₱99.99 ₱80,931.91
₱75.35 ₱50,823.58
₱136,306.00
Hourly Rate Amount (PHP)
₱219.75 ₱118,577.10
₱351.50 ₱189,669.40
₱13,630.60 ₱13,630.60
₱594,489.09
₱730,795.09
0.25
₱21,669.24
Unit Cost Amount (PHP)
₱46.31 ₱1,525,544.02
₱46.31 ₱36,260.73
₱1,561,804.75
₱2,292,599.84
G ₱275,111.98
G ₱183,407.99
(G+H+I) ₱137,555.99
(G+H+I+J) ₱2,888,675.79
WORKS FOR COLUMNS GROUND FLOOR
Hourly Rate Amount (PHP)
₱134.93 ₱12,723.90
₱97.64 ₱55,244.71
₱75.35 ₱71,055.05
₱139,023.66
Hourly Rate Amount (PHP)
₱13,902.37 ₱13,902.37
₱13,902.37
₱152,926.03
20.00
₱81.08
Unit Cost Amount (PHP)
₱2,300.00 ₱630,200.00
₱35.00 ₱29,400.00
₱80.00 ₱4,000.00
₱663,600.00
₱816,526.03
G ₱97,983.12
G ₱65,322.08
(G+H+I) ₱48,991.56
(G+H+I+J) ₱1,028,822.79
(GROUND FLOOR)
Hourly Rate Amount (PHP)
₱134.93 ₱8,635.52
₱97.64 ₱24,995.84
₱75.35 ₱9,644.80
₱43,276.16
Hourly Rate Amount (PHP)
₱4,327.62 ₱4,327.62
₱4,327.62
₱47,603.78
1.00
₱47,603.78
Unit Cost Amount (PHP)
₱2,276.00 ₱15,932.00
₱1,971.00 ₱74,898.00
₱700.00 ₱41,300.00
₱480.00 ₱8,160.00
₱270.00 ₱18,630.00
₱40.00 ₱3,160.00
₱30.00 ₱600.00
₱54.00 ₱1,026.00
₱83.00 ₱1,328.00
₱55.00 ₱1,540.00
₱90.00 ₱810.00
₱134.00 ₱3,886.00
₱105.00 ₱2,100.00
₱145.00 ₱2,175.00
₱40.00 ₱1,160.00
₱140.00 ₱1,820.00
₱163.00 ₱1,467.00
₱173.00 ₱3,114.00
₱155.00 ₱3,875.00
₱186,981.00
₱234,584.78
G ₱28,150.17
G ₱18,766.78
(G+H+I) ₱14,075.09
(G+H+I+J) ₱295,576.82
S (GROUND FLOOR)
Hourly Rate Amount (PHP)
₱134.93 ₱13,503.38
₱97.64 ₱9,771.51
₱75.35 ₱22,622.39
₱45,897.28
Hourly Rate Amount (PHP)
₱4,589.73 ₱4,589.73
₱4,589.73
₱50,487.01
13.00
₱3,883.62
Unit Cost Amount (PHP)
₱485.30 ₱530,432.90
₱660.70 ₱33,035.00
₱937.00 ₱74,960.00
₱1,209.45 ₱24,189.00
₱1,881.35 ₱94,067.50
₱3,684.00 ₱29,472.00
₱786,156.40
₱836,643.41
G ₱100,397.21
G ₱66,931.47
(G+H+I) ₱50,198.60
(G+H+I+J) ₱1,054,170.69
LDING OF SUPPORT FOR COLUMN (GROUND FLOO
Hourly Rate Amount (PHP)
₱134.93 ₱12,113.34
₱97.64 ₱35,062.52
₱75.35 ₱54,116.37
₱101,292.23
Hourly Rate Amount (PHP)
₱6.50 ₱408,476.25
₱10,129.22 ₱10,129.22
₱418,605.47
₱519,897.71
80.00
₱72.39
Unit Cost Amount (PHP)
₱519,897.71
G ₱62,387.72
G ₱41,591.82
(G+H+I) ₱31,193.86
(G+H+I+J) ₱655,071.11
ON OF SUPPORT FOR SECOND FLOOR
Hourly Rate Amount (PHP)
₱134.93 ₱12,113.34
₱97.64 ₱46,750.03
₱75.35 ₱45,096.98
₱103,960.35
Hourly Rate Amount (PHP)
₱6.50 ₱544,635.00
₱10,396.03 ₱10,396.03
₱555,031.03
₱658,991.38
60.00
₱91.76
Unit Cost Amount (PHP)
₱658,991.38
G ₱79,078.97
G ₱52,719.31
(G+H+I) ₱39,539.48
(G+H+I+J) ₱830,329.14
R FOR BEAMS SECOND FLOOR
Hourly Rate Amount (PHP)
₱134.93 ₱4,550.51
₱99.99 ₱80,931.91
₱75.35 ₱50,823.58
₱136,306.00
Hourly Rate Amount (PHP)
₱219.75 ₱118,577.10
₱351.50 ₱189,669.40
₱13,630.60 ₱13,630.60
₱594,489.09
₱730,795.09
0.25
₱21,669.24
Unit Cost Amount (PHP)
₱46.31 ₱1,525,544.02
₱46.31 ₱36,260.73
₱1,561,804.75
₱2,292,599.84
G ₱275,111.98
G ₱183,407.99
(G+H+I) ₱137,555.99
(G+H+I+J) ₱2,888,675.79
AR OF BEAMS (SECOND FLOOR)
Hourly Rate Amount (PHP)
₱134.93 ₱0.00
₱99.99 ₱0.00
₱75.35 ₱0.00
₱0.00
Hourly Rate Amount (PHP)
₱0.00 ₱0.00
₱0.00
₱0.00
0.28
#DIV/0!
Unit Cost Amount (PHP)
₱80.00 ₱73,840.00
₱73,840.00
₱73,840.00
G ₱8,860.80
G ₱5,907.20
(G+H+I) ₱4,430.40
(G+H+I+J) ₱93,038.40
R FOR SUSPENDED SLAB SECOND FLOOR
Hourly Rate Amount (PHP)
₱134.93 ₱4,550.51
₱99.99 ₱80,931.91
₱75.35 ₱50,823.58
₱136,306.00
Hourly Rate Amount (PHP)
₱219.75 ₱118,577.10
₱351.50 ₱189,669.40
₱13,630.60 ₱13,630.60
₱594,489.09
₱730,795.09
0.25
₱21,669.24
Unit Cost Amount (PHP)
₱46.31 ₱1,525,544.02
₱46.31 ₱36,260.73
₱1,561,804.75
₱2,292,599.84
G ₱275,111.98
G ₱183,407.99
(G+H+I) ₱137,555.99
(G+H+I+J) ₱2,888,675.79
AR OF SUSPENDED SLAB (SECOND FLOOR)
Hourly Rate Amount (PHP)
₱134.93 ₱0.00
₱99.99 ₱0.00
₱75.35 ₱0.00
₱0.00
Hourly Rate Amount (PHP)
₱0.00 ₱0.00
₱0.00
₱0.00
0.28
#DIV/0!
Unit Cost Amount (PHP)
₱80.00 ₱73,840.00
₱73,840.00
₱73,840.00
G ₱8,860.80
G ₱5,907.20
(G+H+I) ₱4,430.40
(G+H+I+J) ₱93,038.40
R FOR STAIRS (GF-2F)
Hourly Rate Amount (PHP)
₱134.93 ₱4,550.51
₱99.99 ₱80,931.91
₱75.35 ₱50,823.58
₱136,306.00
Hourly Rate Amount (PHP)
₱219.75 ₱118,577.10
₱351.50 ₱189,669.40
₱13,630.60 ₱13,630.60
₱594,489.09
₱730,795.09
0.25
₱21,669.24
Unit Cost Amount (PHP)
₱46.31 ₱1,525,544.02
₱46.31 ₱36,260.73
₱1,561,804.75
₱2,292,599.84
G ₱275,111.98
G ₱183,407.99
(G+H+I) ₱137,555.99
(G+H+I+J) ₱2,888,675.79
ARS OF STAIRS ( GF TO 2F)
Hourly Rate Amount (PHP)
₱134.93 ₱0.00
₱99.99 ₱0.00
₱75.35 ₱0.00
₱0.00
Hourly Rate Amount (PHP)
₱0.00 ₱0.00
₱0.00
₱0.00
0.28
#DIV/0!
Unit Cost Amount (PHP)
₱80.00 ₱73,840.00
₱73,840.00
₱73,840.00
G ₱8,860.80
G ₱5,907.20
(G+H+I) ₱4,430.40
(G+H+I+J) ₱93,038.40
R FOR COLUMNS SECOND FLOOR
Hourly Rate Amount (PHP)
₱134.93 ₱4,550.51
₱99.99 ₱80,931.91
₱75.35 ₱50,823.58
₱136,306.00
Hourly Rate Amount (PHP)
₱219.75 ₱118,577.10
₱351.50 ₱189,669.40
₱13,630.60 ₱13,630.60
₱594,489.09
₱730,795.09
0.25
₱21,669.24
Unit Cost Amount (PHP)
₱46.31 ₱1,525,544.02
₱46.31 ₱36,260.73
₱1,561,804.75
₱2,292,599.84
G ₱275,111.98
G ₱183,407.99
(G+H+I) ₱137,555.99
(G+H+I+J) ₱2,888,675.79
ARS FOR COLUMNS (SECOND FLOOR)
Hourly Rate Amount (PHP)
₱134.93 ₱0.00
₱99.99 ₱0.00
₱75.35 ₱0.00
₱0.00
Hourly Rate Amount (PHP)
₱0.00 ₱0.00
₱0.00
₱0.00
0.28
#DIV/0!
Unit Cost Amount (PHP)
₱80.00 ₱73,840.00
₱73,840.00
₱73,840.00
G ₱8,860.80
G ₱5,907.20
(G+H+I) ₱4,430.40
(G+H+I+J) ₱93,038.40
WORKS FOR BEAM SECOND FLOOR
Hourly Rate Amount (PHP)
₱134.93 ₱12,723.90
₱97.64 ₱55,244.71
₱75.35 ₱71,055.05
₱139,023.66
Hourly Rate Amount (PHP)
₱13,902.37 ₱13,902.37
₱13,902.37
₱152,926.03
20.00
₱81.08
Unit Cost Amount (PHP)
₱2,300.00 ₱630,200.00
₱35.00 ₱29,400.00
₱80.00 ₱4,000.00
₱663,600.00
₱816,526.03
G ₱97,983.12
G ₱65,322.08
(G+H+I) ₱48,991.56
(G+H+I+J) ₱1,028,822.79
MS OF BEAMS (SECOND FLOOR)
Hourly Rate Amount (PHP)
₱134.93 ₱8,482.60
₱97.64 ₱36,829.81
₱75.35 ₱47,370.03
₱92,682.44
Hourly Rate Amount (PHP)
₱9,268.24 ₱9,268.24
₱9,268.24
₱101,950.68
30.00
₱54.06
Unit Cost Amount (PHP)
₱80.00 ₱4,000.00
₱4,000.00
₱105,950.68
G ₱12,714.08
G ₱8,476.05
(G+H+I) ₱6,357.04
(G+H+I+J) ₱133,497.86
WORK FOR SUSPENDED SLAB SECOND FLOOR
Hourly Rate Amount (PHP)
₱134.93 ₱12,723.90
₱97.64 ₱55,244.71
₱75.35 ₱71,055.05
₱139,023.66
Hourly Rate Amount (PHP)
₱13,902.37 ₱13,902.37
₱13,902.37
₱152,926.03
20.00
₱81.08
Unit Cost Amount (PHP)
₱2,300.00 ₱630,200.00
₱35.00 ₱29,400.00
₱80.00 ₱4,000.00
₱663,600.00
₱816,526.03
G ₱97,983.12
G ₱65,322.08
(G+H+I) ₱48,991.56
(G+H+I+J) ₱1,028,822.79
MS OF SUSPENDED SLAB ( SECOND FLOOR)
Hourly Rate Amount (PHP)
₱134.93 ₱8,482.60
₱97.64 ₱36,829.81
₱75.35 ₱47,370.03
₱92,682.44
Hourly Rate Amount (PHP)
₱9,268.24 ₱9,268.24
₱9,268.24
₱101,950.68
30.00
₱54.06
Unit Cost Amount (PHP)
₱80.00 ₱4,000.00
₱4,000.00
₱105,950.68
G ₱12,714.08
G ₱8,476.05
(G+H+I) ₱6,357.04
(G+H+I+J) ₱133,497.86
WORKS FOR STAIRS (GF-2F)
Hourly Rate Amount (PHP)
₱134.93 ₱12,723.90
₱97.64 ₱55,244.71
₱75.35 ₱71,055.05
₱139,023.66
Hourly Rate Amount (PHP)
₱13,902.37 ₱13,902.37
₱13,902.37
₱152,926.03
20.00
₱81.08
Unit Cost Amount (PHP)
₱2,300.00 ₱630,200.00
₱35.00 ₱29,400.00
₱80.00 ₱4,000.00
₱663,600.00
₱816,526.03
G ₱97,983.12
G ₱65,322.08
(G+H+I) ₱48,991.56
(G+H+I+J) ₱1,028,822.79
MS OF STAIRS (GF TO 2F)
Hourly Rate Amount (PHP)
₱134.93 ₱8,482.60
₱97.64 ₱36,829.81
₱75.35 ₱47,370.03
₱92,682.44
Hourly Rate Amount (PHP)
₱9,268.24 ₱9,268.24
₱9,268.24
₱101,950.68
30.00
₱54.06
Unit Cost Amount (PHP)
₱80.00 ₱4,000.00
₱4,000.00
₱105,950.68
G ₱12,714.08
G ₱8,476.05
(G+H+I) ₱6,357.04
(G+H+I+J) ₱133,497.86
WORKS FOR COLUMNS SECOND FLOOR
Hourly Rate Amount (PHP)
₱134.93 ₱12,723.90
₱97.64 ₱55,244.71
₱75.35 ₱71,055.05
₱139,023.66
Hourly Rate Amount (PHP)
₱13,902.37 ₱13,902.37
₱13,902.37
₱152,926.03
20.00
₱81.08
Unit Cost Amount (PHP)
₱2,300.00 ₱630,200.00
₱35.00 ₱29,400.00
₱80.00 ₱4,000.00
₱663,600.00
₱816,526.03
G ₱97,983.12
G ₱65,322.08
(G+H+I) ₱48,991.56
(G+H+I+J) ₱1,028,822.79
MS OF COLUMNS ( SECOND FLOOR)
Hourly Rate Amount (PHP)
₱134.93 ₱8,482.60
₱97.64 ₱36,829.81
₱75.35 ₱47,370.03
₱92,682.44
Hourly Rate Amount (PHP)
₱9,268.24 ₱9,268.24
₱9,268.24
₱101,950.68
30.00
₱54.06
Unit Cost Amount (PHP)
₱80.00 ₱4,000.00
₱4,000.00
₱105,950.68
G ₱12,714.08
G ₱8,476.05
(G+H+I) ₱6,357.04
(G+H+I+J) ₱133,497.86
S, SLABS AND STAIRS (SECOND FLOOR)
Hourly Rate Amount (PHP)
₱134.93 ₱24,070.36
₱97.64 ₱52,254.42
₱75.35 ₱80,650.76
₱156,975.54
Hourly Rate Amount (PHP)
₱91.25 ₱32,556.44
₱2,076.00 ₱148,136.24
₱3,750.00 ₱1,337,935.71
₱15,697.55 ₱15,697.55
₱1,848,277.02
₱2,005,252.56
7.00
₱1,605.82
Unit Cost Amount (PHP)
₱7,648.00 ₱9,550,363.52
₱9,550,363.52
₱11,555,616.08
G ₱1,386,673.93
G ₱924,449.29
(G+H+I) ₱693,336.96
(G+H+I+J) ₱14,560,076.26
MNS (SECOND FLOOR)
Hourly Rate Amount (PHP)
₱134.93 ₱24,070.36
₱97.64 ₱52,254.42
₱75.35 ₱80,650.76
₱156,975.54
Hourly Rate Amount (PHP)
₱91.25 ₱32,556.44
₱2,076.00 ₱148,136.24
₱3,750.00 ₱1,337,935.71
₱15,697.55 ₱15,697.55
₱1,848,277.02
₱2,005,252.56
7.00
₱1,605.82
Unit Cost Amount (PHP)
₱7,648.00 ₱9,550,363.52
₱9,550,363.52
₱11,555,616.08
G ₱1,386,673.93
G ₱924,449.29
(G+H+I) ₱693,336.96
(G+H+I+J) ₱14,560,076.26
(SECOND FLOOR)
Hourly Rate Amount (PHP)
₱134.93 ₱8,635.52
₱97.64 ₱24,995.84
₱75.35 ₱9,644.80
₱43,276.16
Hourly Rate Amount (PHP)
₱4,327.62 ₱4,327.62
₱4,327.62
₱47,603.78
1.00
₱47,603.78
Unit Cost Amount (PHP)
₱2,276.00 ₱15,932.00
₱1,971.00 ₱74,898.00
₱700.00 ₱41,300.00
₱480.00 ₱8,160.00
₱270.00 ₱18,630.00
₱40.00 ₱3,160.00
₱30.00 ₱600.00
₱54.00 ₱1,026.00
₱83.00 ₱1,328.00
₱55.00 ₱1,540.00
₱90.00 ₱810.00
₱134.00 ₱3,886.00
₱105.00 ₱2,100.00
₱145.00 ₱2,175.00
₱40.00 ₱1,160.00
₱140.00 ₱1,820.00
₱163.00 ₱1,467.00
₱173.00 ₱3,114.00
₱155.00 ₱3,875.00
₱186,981.00
₱234,584.78
G ₱28,150.17
G ₱18,766.78
(G+H+I) ₱14,075.09
(G+H+I+J) ₱295,576.82
S (SECOND FLOOR)
Hourly Rate Amount (PHP)
₱134.93 ₱13,503.38
₱97.64 ₱9,771.51
₱75.35 ₱22,622.39
₱45,897.28
Hourly Rate Amount (PHP)
₱4,589.73 ₱4,589.73
₱4,589.73
₱50,487.01
13.00
₱3,883.62
Unit Cost Amount (PHP)
₱485.30 ₱530,432.90
₱660.70 ₱33,035.00
₱937.00 ₱74,960.00
₱1,209.45 ₱24,189.00
₱1,881.35 ₱94,067.50
₱3,684.00 ₱29,472.00
₱786,156.40
₱836,643.41
G ₱100,397.21
G ₱66,931.47
(G+H+I) ₱50,198.60
(G+H+I+J) ₱1,054,170.69
FOR BEAMS, SLABS AND STAIRS(SECOND FLOOR)
Hourly Rate Amount (PHP)
₱134.93 ₱0.00
₱97.64 ₱0.00
₱75.35 ₱0.00
₱0.00
Hourly Rate Amount (PHP)
₱0.00 ₱0.00
₱0.00
₱0.00
30.00
#DIV/0!
Unit Cost Amount (PHP)
₱0.00
G ₱0.00
G ₱0.00
(G+H+I) ₱0.00
(G+H+I+J) ₱0.00
OF COLUMNS (SECOND FLOOR)
Hourly Rate Amount (PHP)
₱134.93 ₱0.00
₱97.64 ₱0.00
₱75.35 ₱0.00
₱0.00
Hourly Rate Amount (PHP)
₱0.00 ₱0.00
₱0.00
₱0.00
30.00
#DIV/0!
Unit Cost Amount (PHP)
₱0.00
G ₱0.00
G ₱0.00
(G+H+I) ₱0.00
(G+H+I+J) ₱0.00
FOLDING SUPPORT FOR SECOND FLOOR
Hourly Rate Amount (PHP)
₱134.93 ₱12,113.34
₱97.64 ₱35,062.52
₱75.35 ₱54,116.37
₱101,292.23
Hourly Rate Amount (PHP)
₱6.50 ₱408,476.25
₱10,129.22 ₱10,129.22
₱418,605.47
₱519,897.71
80.00
₱72.39
Unit Cost Amount (PHP)
₱519,897.71
G ₱62,387.72
G ₱41,591.82
(G+H+I) ₱31,193.86
(G+H+I+J) ₱655,071.11
ON OF SUPPORT FOR THIRD FLOOR
Hourly Rate Amount (PHP)
₱134.93 ₱12,113.34
₱97.64 ₱46,750.03
₱75.35 ₱45,096.98
₱103,960.35
Hourly Rate Amount (PHP)
₱6.50 ₱544,635.00
₱10,396.03 ₱10,396.03
₱555,031.03
₱658,991.38
60.00
₱91.76
Unit Cost Amount (PHP)
₱658,991.38
G ₱79,078.97
G ₱52,719.31
(G+H+I) ₱39,539.48
(G+H+I+J) ₱830,329.14
R FOR BEAMS THIRD FLOOR
Hourly Rate Amount (PHP)
₱134.93 ₱4,550.51
₱99.99 ₱80,931.91
₱75.35 ₱50,823.58
₱136,306.00
Hourly Rate Amount (PHP)
₱219.75 ₱118,577.10
₱351.50 ₱189,669.40
₱13,630.60 ₱13,630.60
₱594,489.09
₱730,795.09
0.25
₱21,669.24
Unit Cost Amount (PHP)
₱46.31 ₱1,525,544.02
₱46.31 ₱36,260.73
₱1,561,804.75
₱2,292,599.84
G ₱275,111.98
G ₱183,407.99
(G+H+I) ₱137,555.99
(G+H+I+J) ₱2,888,675.79
AR OF BEAMS (THIRD FLOOR)
Hourly Rate Amount (PHP)
₱134.93 ₱0.00
₱99.99 ₱0.00
₱75.35 ₱0.00
₱0.00
Hourly Rate Amount (PHP)
₱0.00 ₱0.00
₱0.00
₱0.00
0.28
#DIV/0!
Unit Cost Amount (PHP)
₱80.00 ₱73,840.00
₱73,840.00
₱73,840.00
G ₱8,860.80
G ₱5,907.20
(G+H+I) ₱4,430.40
(G+H+I+J) ₱93,038.40
R FOR SUSPENDED SLAB THIRD FLOOR
Hourly Rate Amount (PHP)
₱134.93 ₱4,550.51
₱99.99 ₱80,931.91
₱75.35 ₱50,823.58
₱136,306.00
Hourly Rate Amount (PHP)
₱219.75 ₱118,577.10
₱351.50 ₱189,669.40
₱13,630.60 ₱13,630.60
₱594,489.09
₱730,795.09
0.25
₱21,669.24
Unit Cost Amount (PHP)
₱46.31 ₱1,525,544.02
₱46.31 ₱36,260.73
₱1,561,804.75
₱2,292,599.84
G ₱275,111.98
G ₱183,407.99
(G+H+I) ₱137,555.99
(G+H+I+J) ₱2,888,675.79
AR OF SUSPENDED SLAB (THIRD FLOOR)
Hourly Rate Amount (PHP)
₱134.93 ₱0.00
₱99.99 ₱0.00
₱75.35 ₱0.00
₱0.00
Hourly Rate Amount (PHP)
₱0.00 ₱0.00
₱0.00
₱0.00
0.28
#DIV/0!
Unit Cost Amount (PHP)
₱80.00 ₱73,840.00
₱73,840.00
₱73,840.00
G ₱8,860.80
G ₱5,907.20
(G+H+I) ₱4,430.40
(G+H+I+J) ₱93,038.40
R FOR STAIRS (2F-3F)
Hourly Rate Amount (PHP)
₱134.93 ₱4,550.51
₱99.99 ₱80,931.91
₱75.35 ₱50,823.58
₱136,306.00
Hourly Rate Amount (PHP)
₱219.75 ₱118,577.10
₱351.50 ₱189,669.40
₱13,630.60 ₱13,630.60
₱594,489.09
₱730,795.09
0.25
₱21,669.24
Unit Cost Amount (PHP)
₱46.31 ₱1,525,544.02
₱46.31 ₱36,260.73
₱1,561,804.75
₱2,292,599.84
G ₱275,111.98
G ₱183,407.99
(G+H+I) ₱137,555.99
(G+H+I+J) ₱2,888,675.79
ARS OF STAIRS ( 2F TO 3F)
Hourly Rate Amount (PHP)
₱134.93 ₱0.00
₱99.99 ₱0.00
₱75.35 ₱0.00
₱0.00
Hourly Rate Amount (PHP)
₱0.00 ₱0.00
₱0.00
₱0.00
0.28
#DIV/0!
Unit Cost Amount (PHP)
₱80.00 ₱73,840.00
₱73,840.00
₱73,840.00
G ₱8,860.80
G ₱5,907.20
(G+H+I) ₱4,430.40
(G+H+I+J) ₱93,038.40
R FOR COLUMNS THIRD FLOOR
Hourly Rate Amount (PHP)
₱134.93 ₱4,550.51
₱99.99 ₱80,931.91
₱75.35 ₱50,823.58
₱136,306.00
Hourly Rate Amount (PHP)
₱219.75 ₱118,577.10
₱351.50 ₱189,669.40
₱13,630.60 ₱13,630.60
₱594,489.09
₱730,795.09
0.25
₱21,669.24
Unit Cost Amount (PHP)
₱46.31 ₱1,525,544.02
₱46.31 ₱36,260.73
₱1,561,804.75
₱2,292,599.84
G ₱275,111.98
G ₱183,407.99
(G+H+I) ₱137,555.99
(G+H+I+J) ₱2,888,675.79
ARS FOR COLUMNS (THIRD FLOOR)
Hourly Rate Amount (PHP)
₱134.93 ₱0.00
₱99.99 ₱0.00
₱75.35 ₱0.00
₱0.00
Hourly Rate Amount (PHP)
₱0.00 ₱0.00
₱0.00
₱0.00
0.28
#DIV/0!
Unit Cost Amount (PHP)
₱80.00 ₱73,840.00
₱73,840.00
₱73,840.00
G ₱8,860.80
G ₱5,907.20
(G+H+I) ₱4,430.40
(G+H+I+J) ₱93,038.40
WORKS FOR BEAM THIRD FLOOR
Hourly Rate Amount (PHP)
₱134.93 ₱12,723.90
₱97.64 ₱55,244.71
₱75.35 ₱71,055.05
₱139,023.66
Hourly Rate Amount (PHP)
₱13,902.37 ₱13,902.37
₱13,902.37
₱152,926.03
20.00
₱81.08
Unit Cost Amount (PHP)
₱2,300.00 ₱630,200.00
₱35.00 ₱29,400.00
₱80.00 ₱4,000.00
₱663,600.00
₱816,526.03
G ₱97,983.12
G ₱65,322.08
(G+H+I) ₱48,991.56
(G+H+I+J) ₱1,028,822.79
MS OF BEAMS (THIRD FLOOR)
Hourly Rate Amount (PHP)
₱134.93 ₱8,482.60
₱97.64 ₱36,829.81
₱75.35 ₱47,370.03
₱92,682.44
Hourly Rate Amount (PHP)
₱9,268.24 ₱9,268.24
₱9,268.24
₱101,950.68
30.00
₱54.06
Unit Cost Amount (PHP)
₱80.00 ₱4,000.00
₱4,000.00
₱105,950.68
G ₱12,714.08
G ₱8,476.05
(G+H+I) ₱6,357.04
(G+H+I+J) ₱133,497.86
WORK FOR SUSPENDED SLAB THIRD FLOOR
Hourly Rate Amount (PHP)
₱134.93 ₱12,723.90
₱97.64 ₱55,244.71
₱75.35 ₱71,055.05
₱139,023.66
Hourly Rate Amount (PHP)
₱13,902.37 ₱13,902.37
₱13,902.37
₱152,926.03
20.00
₱81.08
Unit Cost Amount (PHP)
₱2,300.00 ₱630,200.00
₱35.00 ₱29,400.00
₱80.00 ₱4,000.00
₱663,600.00
₱816,526.03
G ₱97,983.12
G ₱65,322.08
(G+H+I) ₱48,991.56
(G+H+I+J) ₱1,028,822.79
MS OF SUSPENDED SLAB (THIRD FLOOR)
Hourly Rate Amount (PHP)
₱134.93 ₱8,482.60
₱97.64 ₱36,829.81
₱75.35 ₱47,370.03
₱92,682.44
Hourly Rate Amount (PHP)
₱9,268.24 ₱9,268.24
₱9,268.24
₱101,950.68
30.00
₱54.06
Unit Cost Amount (PHP)
₱80.00 ₱4,000.00
₱4,000.00
₱105,950.68
G ₱12,714.08
G ₱8,476.05
(G+H+I) ₱6,357.04
(G+H+I+J) ₱133,497.86
WORKS FOR STAIRS (2F-3F)
Hourly Rate Amount (PHP)
₱134.93 ₱12,723.90
₱97.64 ₱55,244.71
₱75.35 ₱71,055.05
₱139,023.66
Hourly Rate Amount (PHP)
₱13,902.37 ₱13,902.37
₱13,902.37
₱152,926.03
20.00
₱81.08
Unit Cost Amount (PHP)
₱2,300.00 ₱630,200.00
₱35.00 ₱29,400.00
₱80.00 ₱4,000.00
₱663,600.00
₱816,526.03
G ₱97,983.12
G ₱65,322.08
(G+H+I) ₱48,991.56
(G+H+I+J) ₱1,028,822.79
MS OF STAIRS ( 2F TO 3F)
Hourly Rate Amount (PHP)
₱134.93 ₱8,482.60
₱97.64 ₱36,829.81
₱75.35 ₱47,370.03
₱92,682.44
Hourly Rate Amount (PHP)
₱9,268.24 ₱9,268.24
₱9,268.24
₱101,950.68
30.00
₱54.06
Unit Cost Amount (PHP)
₱80.00 ₱4,000.00
₱4,000.00
₱105,950.68
G ₱12,714.08
G ₱8,476.05
(G+H+I) ₱6,357.04
(G+H+I+J) ₱133,497.86
WORKS FOR COLUMNS THIRD FLOOR
Hourly Rate Amount (PHP)
₱134.93 ₱12,723.90
₱97.64 ₱55,244.71
₱75.35 ₱71,055.05
₱139,023.66
Hourly Rate Amount (PHP)
₱13,902.37 ₱13,902.37
₱13,902.37
₱152,926.03
20.00
₱81.08
Unit Cost Amount (PHP)
₱2,300.00 ₱630,200.00
₱35.00 ₱29,400.00
₱80.00 ₱4,000.00
₱663,600.00
₱816,526.03
G ₱97,983.12
G ₱65,322.08
(G+H+I) ₱48,991.56
(G+H+I+J) ₱1,028,822.79
MS OF COLUMNS (THIRD FLOOR)
Hourly Rate Amount (PHP)
₱134.93 ₱8,482.60
₱97.64 ₱36,829.81
₱75.35 ₱47,370.03
₱92,682.44
Hourly Rate Amount (PHP)
₱9,268.24 ₱9,268.24
₱9,268.24
₱101,950.68
30.00
₱54.06
Unit Cost Amount (PHP)
₱80.00 ₱4,000.00
₱4,000.00
₱105,950.68
G ₱12,714.08
G ₱8,476.05
(G+H+I) ₱6,357.04
(G+H+I+J) ₱133,497.86
S, SLABS AND STAIRS (THIRD FLOOR)
Hourly Rate Amount (PHP)
₱134.93 ₱24,070.36
₱97.64 ₱52,254.42
₱75.35 ₱80,650.76
₱156,975.54
Hourly Rate Amount (PHP)
₱91.25 ₱32,556.44
₱2,076.00 ₱148,136.24
₱3,750.00 ₱1,337,935.71
₱15,697.55 ₱15,697.55
₱1,848,277.02
₱2,005,252.56
7.00
₱1,605.82
Unit Cost Amount (PHP)
₱7,648.00 ₱9,550,363.52
₱9,550,363.52
₱11,555,616.08
G ₱1,386,673.93
G ₱924,449.29
(G+H+I) ₱693,336.96
(G+H+I+J) ₱14,560,076.26
MNS (THIRD FLOOR)
Hourly Rate Amount (PHP)
₱134.93 ₱24,070.36
₱97.64 ₱52,254.42
₱75.35 ₱80,650.76
₱156,975.54
Hourly Rate Amount (PHP)
₱91.25 ₱32,556.44
₱2,076.00 ₱148,136.24
₱3,750.00 ₱1,337,935.71
₱15,697.55 ₱15,697.55
₱1,848,277.02
₱2,005,252.56
7.00
₱1,605.82
Unit Cost Amount (PHP)
₱7,648.00 ₱9,550,363.52
₱9,550,363.52
₱11,555,616.08
G ₱1,386,673.93
G ₱924,449.29
(G+H+I) ₱693,336.96
(G+H+I+J) ₱14,560,076.26
(THIRD FLOOR)
Hourly Rate Amount (PHP)
₱134.93 ₱8,635.52
₱97.64 ₱24,995.84
₱75.35 ₱9,644.80
₱43,276.16
Hourly Rate Amount (PHP)
₱4,327.62 ₱4,327.62
₱4,327.62
₱47,603.78
1.00
₱47,603.78
Unit Cost Amount (PHP)
₱2,276.00 ₱15,932.00
₱1,971.00 ₱74,898.00
₱700.00 ₱41,300.00
₱480.00 ₱8,160.00
₱270.00 ₱18,630.00
₱40.00 ₱3,160.00
₱30.00 ₱600.00
₱54.00 ₱1,026.00
₱83.00 ₱1,328.00
₱55.00 ₱1,540.00
₱90.00 ₱810.00
₱134.00 ₱3,886.00
₱105.00 ₱2,100.00
₱145.00 ₱2,175.00
₱40.00 ₱1,160.00
₱140.00 ₱1,820.00
₱163.00 ₱1,467.00
₱173.00 ₱3,114.00
₱155.00 ₱3,875.00
₱186,981.00
₱234,584.78
G ₱28,150.17
G ₱18,766.78
(G+H+I) ₱14,075.09
(G+H+I+J) ₱295,576.82
S (THIRD FLOOR)
Hourly Rate Amount (PHP)
₱134.93 ₱13,503.38
₱97.64 ₱9,771.51
₱75.35 ₱22,622.39
₱45,897.28
Hourly Rate Amount (PHP)
₱4,589.73 ₱4,589.73
₱4,589.73
₱50,487.01
13.00
₱3,883.62
Unit Cost Amount (PHP)
₱485.30 ₱530,432.90
₱660.70 ₱33,035.00
₱937.00 ₱74,960.00
₱1,209.45 ₱24,189.00
₱1,881.35 ₱94,067.50
₱3,684.00 ₱29,472.00
₱786,156.40
₱836,643.41
G ₱100,397.21
G ₱66,931.47
(G+H+I) ₱50,198.60
(G+H+I+J) ₱1,054,170.69
FOR BEAMS, SLABS AND STAIRS(THIRD FLOOR)
Hourly Rate Amount (PHP)
₱134.93 ₱0.00
₱97.64 ₱0.00
₱75.35 ₱0.00
₱0.00
Hourly Rate Amount (PHP)
₱0.00 ₱0.00
₱0.00
₱0.00
30.00
#DIV/0!
Unit Cost Amount (PHP)
₱0.00
G ₱0.00
G ₱0.00
(G+H+I) ₱0.00
(G+H+I+J) ₱0.00
OF COLUMNS (THIRD FLOOR)
Hourly Rate Amount (PHP)
₱134.93 ₱0.00
₱97.64 ₱0.00
₱75.35 ₱0.00
₱0.00
Hourly Rate Amount (PHP)
₱0.00 ₱0.00
₱0.00
₱0.00
30.00
#DIV/0!
Unit Cost Amount (PHP)
₱0.00
G ₱0.00
G ₱0.00
(G+H+I) ₱0.00
(G+H+I+J) ₱0.00
LLATION SECOND FLOOR
Hourly Rate Amount (PHP)
₱134.93 ₱8,095.80
₱97.64 ₱23,433.60
₱75.35 ₱13,563.00
₱45,092.40
Hourly Rate Amount (PHP)
₱4,509.24 ₱4,509.24
₱4,509.24
₱49,601.64
1.00
₱49,601.64
Unit Cost Amount (PHP)
₱1,500.00 ₱75,000.00
₱87.00 ₱522.00
₱130.00 ₱6,110.00
₱35.00 ₱700.00
₱50.00 ₱400.00
₱160.00 ₱4,480.00
₱390.00 ₱8,970.00
₱250.00 ₱23,500.00
₱10.00 ₱1,500.00
₱1,250.00 ₱1,250.00
₱122,432.00
₱172,033.64
G ₱20,644.04
G ₱13,762.69
(G+H+I) ₱10,322.02
(G+H+I+J) ₱216,762.39
ure)
Hourly Rate Amount (PHP)
₱134.93 ₱39,251.08
₱97.64 ₱113,613.75
₱75.35 ₱153,434.99
₱306,299.82
Hourly Rate Amount (PHP)
₱30,629.98 ₱30,629.98
₱30,629.98
₱336,929.81
25.00
₱46.33
Unit Cost Amount (PHP)
₱15.00 ₱725,880.00
₱15.00 ₱733,440.00
₱770.00 ₱329,560.00
₱275.00 ₱1,630,475.00
₱480.00 ₱193,440.00
₱312.00 ₱877,656.00
₱224,522.55
₱4,714,973.55
₱5,051,903.36
G ₱606,228.40
G ₱404,152.27
(G+H+I) ₱303,114.20
(G+H+I+J) ₱6,365,398.23
, UTILITY BOX AND PANEL BOARD
D FLOOR)
Hourly Rate Amount (PHP)
₱134.93 ₱12,278.63
₱97.64 ₱26,655.72
₱75.35 ₱13,713.70
₱52,648.05
Hourly Rate Amount (PHP)
₱5,264.81 ₱5,264.81
₱5,264.81
₱57,912.86
2.00
₱28,956.43
Unit Cost Amount (PHP)
₱1,216.00 ₱42,560.00
₱1,216.00 ₱63,232.00
₱1,216.00 ₱46,208.00
₱1,802.00 ₱19,822.00
₱2,643.00 ₱13,215.00
₱3,155.00 ₱18,930.00
₱5,788.00 ₱40,516.00
₱6,745.00 ₱13,490.00
₱7,733.00 ₱15,466.00
₱4,706.00 ₱9,412.00
₱6,250.00 ₱43,750.00
₱12,680.00 ₱50,720.00
₱14,115.00 ₱28,230.00
₱14,275.00 ₱42,825.00
₱19,960.00 ₱119,760.00
₱568,136.00
₱626,048.86
G ₱75,125.86
G ₱50,083.91
(G+H+I) ₱37,562.93
(G+H+I+J) ₱788,821.56
CTRICAL WIRES (GROUND FLOOR)
Hourly Rate Amount (PHP)
₱134.93 ₱6,821.39
₱97.64 ₱19,744.76
₱75.35 ₱7,618.64
₱34,184.79
Hourly Rate Amount (PHP)
₱3,418.48 ₱3,418.48
₱3,418.48
₱37,603.26
200.00
₱188.02
Unit Cost Amount (PHP)
₱1,350.00 ₱43,200.00
₱1,980.00 ₱41,580.00
₱3,030.00 ₱136,350.00
₱31.60 ₱884.80
₱7,545.00 ₱90,540.00
₱270.00 ₱7,290.00
₱115.10 ₱2,417.10
₱69,330.00 ₱346,650.00
₱351.00 ₱5,616.00
₱450.00 ₱8,550.00
₱261,000.00 ₱783,000.00
₱73,303.90
₱1,539,381.80
₱1,576,985.06
G ₱189,238.21
G ₱126,158.80
(G+H+I) ₱94,619.10
(G+H+I+J) ₱1,987,001.17
PROTECTION SYSTEM (GROUND FLOOR)
Hourly Rate Amount (PHP)
₱1.00 ₱3,093,935.63
₱3,093,935.63
Hourly Rate Amount (PHP)
₱6.50 ₱1,560.00
₱30,939.36 ₱30,939.36
₱32,499.36
₱3,126,434.99
1.00
₱3,126,434.99
Unit Cost Amount (PHP)
₱124,400.00 ₱124,400.00
₱15,500.00 ₱2,139,000.00
₱1,400.00 ₱56,000.00
₱632.00 ₱307,152.00
₱950.00 ₱259,350.00
₱1,320.00 ₱10,560.00
₱3,900.00 ₱54,600.00
₱1,540.00 ₱218,680.00
₱650.00 ₱275,600.00
₱48,500.00 ₱2,473,500.00
₱1,850.00 ₱88,800.00
₱180,229.26 ₱180,229.26
₱6,187,871.26
₱9,314,306.25
G ₱1,117,716.75
G ₱745,144.50
(G+H+I) ₱558,858.37
(G+H+I+J) ₱11,736,025.87
TILATION PIPES (GROUND FLOOR)
Hourly Rate Amount (PHP)
₱1.00 ₱3,093,935.63
₱3,093,935.63
Hourly Rate Amount (PHP)
₱6.50 ₱1,560.00
₱30,939.36 ₱30,939.36
₱32,499.36
₱3,126,434.99
1.00
₱3,126,434.99
Unit Cost Amount (PHP)
₱124,400.00 ₱124,400.00
₱15,500.00 ₱2,139,000.00
₱1,400.00 ₱56,000.00
₱632.00 ₱307,152.00
₱950.00 ₱259,350.00
₱1,320.00 ₱10,560.00
₱3,900.00 ₱54,600.00
₱1,540.00 ₱218,680.00
₱650.00 ₱275,600.00
₱48,500.00 ₱2,473,500.00
₱1,850.00 ₱88,800.00
₱180,229.26 ₱180,229.26
₱6,187,871.26
₱9,314,306.25
G ₱1,117,716.75
G ₱745,144.50
(G+H+I) ₱558,858.37
(G+H+I+J) ₱11,736,025.87
FLOOR)
Hourly Rate Amount (PHP)
₱134.93 ₱39,251.08
₱97.64 ₱85,210.31
₱75.35 ₱65,757.85
₱190,219.25
Hourly Rate Amount (PHP)
₱19,021.92 ₱19,021.92
₱19,021.92
₱209,241.17
50.00
₱14.39
Unit Cost Amount (PHP)
₱275.00 ₱7,090,325.00
₱770.00 ₱286,863.50
₱7,377,188.50
₱7,586,429.67
G ₱910,371.56
G ₱606,914.37
(G+H+I) ₱455,185.78
(G+H+I+J) ₱9,558,901.39
OUND FLOOR)
Hourly Rate Amount (PHP)
₱134.93 ₱10,841.63
₱97.64 ₱15,690.75
₱75.35 ₱18,163.12
₱44,695.49
Hourly Rate Amount (PHP)
₱4,469.55 ₱4,469.55
₱4,469.55
₱49,165.04
40.00
₱15.30
Unit Cost Amount (PHP)
₱3,045.00 ₱213,150.00
₱275.00 ₱11,000.00
₱49.00 ₱1,470.00
₱11,281.00 ₱11,281.00
₱236,901.00
₱286,066.04
G ₱34,327.92
G ₱22,885.28
(G+H+I) ₱17,163.96
(G+H+I+J) ₱360,443.21
TION (GROUND FLOOR)
Hourly Rate Amount (PHP)
₱134.93 ₱10,841.63
₱97.64 ₱15,690.75
₱75.35 ₱18,163.12
₱44,695.49
Hourly Rate Amount (PHP)
₱4,469.55 ₱4,469.55
₱4,469.55
₱49,165.04
40.00
₱15.30
Unit Cost Amount (PHP)
₱3,045.00 ₱213,150.00
₱275.00 ₱11,000.00
₱49.00 ₱1,470.00
₱11,281.00 ₱11,281.00
₱236,901.00
₱286,066.04
G ₱34,327.92
G ₱22,885.28
(G+H+I) ₱17,163.96
(G+H+I+J) ₱360,443.21
OUND FLOOR - PLANT BOX)
Hourly Rate Amount (PHP)
₱134.93 ₱11,559.00
₱75.35 ₱51,639.87
₱63,198.87
Hourly Rate Amount (PHP)
₱123.00 ₱21,074.00
₱6,319.89 ₱6,319.89
₱27,393.89
₱90,592.76
1.20
₱881.25
Unit Cost Amount (PHP)
₱620.00 ₱63,736.00
₱63,736.00
₱154,328.76
G ₱18,519.45
G ₱12,346.30
(G+H+I) ₱9,259.73
(G+H+I+J) ₱194,454.23
DOWS (GROUND FLOOR)
Hourly Rate Amount (PHP)
- ₱2,415,834.19
₱2,415,834.19
Hourly Rate Amount (PHP)
₱241,583.42 ₱241,583.42
₱241,583.42
₱2,657,417.60
1.00
₱2,657,417.60
Unit Cost Amount (PHP)
₱5,111.61 ₱235,134.06
₱5,111.61 ₱1,101,347.49
₱68,500.00 ₱1,575,500.00
₱5,111.61 ₱592,946.76
₱1,733.00 ₱95,315.00
₱11,760.00 ₱35,280.00
₱48,700.00 ₱97,400.00
₱3,802.00 ₱33,457.60
₱2,050.00 ₱18,450.00
₱24,700.00 ₱395,200.00
₱24,700.00 ₱148,200.00
₱1,733.00 ₱54,589.50
₱2,679.00 ₱80,370.00
₱6,650.00 ₱113,050.00
₱3,660.00 ₱161,040.00
₱1,835.00 ₱631,240.00
₱161,055.61 ₱161,055.61
₱5,368,520.41
₱8,025,938.01
G ₱963,112.56
G ₱642,075.04
(G+H+I) ₱481,556.28
(G+H+I+J) ₱10,112,681.90
TAIN GLASS WALL GROUND FLOOR
Hourly Rate Amount (PHP)
₱93.75 ₱240,000.00
₱81.25 ₱208,000.00
₱75.00 ₱192,000.00
₱640,000.00
Hourly Rate Amount (PHP)
₱64,000.00 ₱64,000.00
₱64,000.00
₱704,000.00
1.00
₱704,000.00
Unit Cost Amount (PHP)
₱1,008.00 ₱278,208.00
₱6,800.00 ₱8,860,400.00
₱6,900.00 ₱2,463,300.00
₱12,000.00 ₱13,848,000.00
₱1,230.00 ₱305,040.00
₱150.00 ₱73,800.00
₱25,828,748.00
₱26,532,748.00
G ₱3,183,929.76
G ₱2,122,619.84
(G+H+I) ₱1,591,964.88
(G+H+I+J) ₱33,431,262.48
SS RAILINGS GROUND FLOOR
Hourly Rate Amount (PHP)
₱93.75 ₱240,000.00
₱81.25 ₱208,000.00
₱75.00 ₱192,000.00
₱640,000.00
Hourly Rate Amount (PHP)
₱64,000.00 ₱64,000.00
₱64,000.00
₱704,000.00
1.00
₱704,000.00
Unit Cost Amount (PHP)
₱1,008.00 ₱278,208.00
₱6,800.00 ₱8,860,400.00
₱6,900.00 ₱2,463,300.00
₱12,000.00 ₱13,848,000.00
₱1,230.00 ₱305,040.00
₱150.00 ₱73,800.00
₱25,828,748.00
₱26,532,748.00
G ₱3,183,929.76
G ₱2,122,619.84
(G+H+I) ₱1,591,964.88
(G+H+I+J) ₱33,431,262.48
SS DOORS GROUND FLOOR
Hourly Rate Amount (PHP)
- ₱2,415,834.19
₱2,415,834.19
Hourly Rate Amount (PHP)
₱241,583.42 ₱241,583.42
₱241,583.42
₱2,657,417.60
1.00
₱2,657,417.60
Unit Cost Amount (PHP)
₱5,111.61 ₱235,134.06
₱5,111.61 ₱1,101,347.49
₱68,500.00 ₱1,575,500.00
₱5,111.61 ₱592,946.76
₱1,733.00 ₱95,315.00
₱11,760.00 ₱35,280.00
₱48,700.00 ₱97,400.00
₱3,802.00 ₱33,457.60
₱2,050.00 ₱18,450.00
₱24,700.00 ₱395,200.00
₱24,700.00 ₱148,200.00
₱1,733.00 ₱54,589.50
₱2,679.00 ₱80,370.00
₱6,650.00 ₱113,050.00
₱3,660.00 ₱161,040.00
₱1,835.00 ₱631,240.00
₱161,055.61 ₱161,055.61
₱5,368,520.41
₱8,025,938.01
G ₱963,112.56
G ₱642,075.04
(G+H+I) ₱481,556.28
(G+H+I+J) ₱10,112,681.90
RS GROUND FLOOR
Hourly Rate Amount (PHP)
- ₱2,415,834.19
₱2,415,834.19
Hourly Rate Amount (PHP)
₱241,583.42 ₱241,583.42
₱241,583.42
₱2,657,417.60
1.00
₱2,657,417.60
Unit Cost Amount (PHP)
₱5,111.61 ₱235,134.06
₱5,111.61 ₱1,101,347.49
₱68,500.00 ₱1,575,500.00
₱5,111.61 ₱592,946.76
₱1,733.00 ₱95,315.00
₱11,760.00 ₱35,280.00
₱48,700.00 ₱97,400.00
₱3,802.00 ₱33,457.60
₱2,050.00 ₱18,450.00
₱24,700.00 ₱395,200.00
₱24,700.00 ₱148,200.00
₱1,733.00 ₱54,589.50
₱2,679.00 ₱80,370.00
₱6,650.00 ₱113,050.00
₱3,660.00 ₱161,040.00
₱1,835.00 ₱631,240.00
₱161,055.61 ₱161,055.61
₱5,368,520.41
₱8,025,938.01
G ₱963,112.56
G ₱642,075.04
(G+H+I) ₱481,556.28
(G+H+I+J) ₱10,112,681.90
CATION OF EMERGENCY STAIR RAILINGS
Hourly Rate Amount (PHP)
₱134.93 ₱13,627.93
₱129.00 ₱26,058.00
₱99.99 ₱30,296.97
₱66.93 ₱27,039.72
₱97,022.62
Hourly Rate Amount (PHP)
₱371.00 ₱74,942.00
₱297.00 ₱59,994.00
₱9,702.26 ₱9,702.26
₱144,638.26
₱241,660.88
50
₱48.15
Unit Cost Amount (PHP)
₱1,540.00 ₱743,820.00
₱650.00 ₱475,800.00
₱18,295.00 ₱182,950.00
₱110.00 ₱77,000.00
₱2,400.00 ₱199,200.00
₱33,575.40 ₱33,575.40
₱1,712,345.40
₱1,954,006.28
G ₱234,480.75
G ₱156,320.50
(G+H+I) ₱117,240.38
(G+H+I+J) ₱2,462,047.92
FOLDING SUPPORT FOR THIRD FLOOR
Hourly Rate Amount (PHP)
₱134.93 ₱12,113.34
₱97.64 ₱35,062.52
₱75.35 ₱54,116.37
₱101,292.23
Hourly Rate Amount (PHP)
₱6.50 ₱408,476.25
₱10,129.22 ₱10,129.22
₱418,605.47
₱519,897.71
80.00
₱72.39
Unit Cost Amount (PHP)
₱519,897.71
G ₱62,387.72
G ₱41,591.82
(G+H+I) ₱31,193.86
(G+H+I+J) ₱655,071.11
ON OF SUPPORT FOR FOURTH FLOOR
Hourly Rate Amount (PHP)
₱134.93 ₱12,113.34
₱97.64 ₱46,750.03
₱75.35 ₱45,096.98
₱103,960.35
Hourly Rate Amount (PHP)
₱6.50 ₱544,635.00
₱10,396.03 ₱10,396.03
₱555,031.03
₱658,991.38
60.00
₱91.76
Unit Cost Amount (PHP)
₱658,991.38
G ₱79,078.97
G ₱52,719.31
(G+H+I) ₱39,539.48
(G+H+I+J) ₱830,329.14
R FOR BEAMS FOURTH FLOOR
Hourly Rate Amount (PHP)
₱134.93 ₱4,550.51
₱99.99 ₱80,931.91
₱75.35 ₱50,823.58
₱136,306.00
Hourly Rate Amount (PHP)
₱219.75 ₱118,577.10
₱351.50 ₱189,669.40
₱13,630.60 ₱13,630.60
₱594,489.09
₱730,795.09
0.25
₱21,669.24
Unit Cost Amount (PHP)
₱46.31 ₱1,525,544.02
₱46.31 ₱36,260.73
₱1,561,804.75
₱2,292,599.84
G ₱275,111.98
G ₱183,407.99
(G+H+I) ₱137,555.99
(G+H+I+J) ₱2,888,675.79
AR OF BEAMS (FOURTH FLOOR)
Hourly Rate Amount (PHP)
₱134.93 ₱0.00
₱99.99 ₱0.00
₱75.35 ₱0.00
₱0.00
Hourly Rate Amount (PHP)
₱0.00 ₱0.00
₱0.00
₱0.00
0.28
#DIV/0!
Unit Cost Amount (PHP)
₱80.00 ₱73,840.00
₱73,840.00
₱73,840.00
G ₱8,860.80
G ₱5,907.20
(G+H+I) ₱4,430.40
(G+H+I+J) ₱93,038.40
R FOR SUSPENDED SLAB FOURTH FLOOR
Hourly Rate Amount (PHP)
₱134.93 ₱4,550.51
₱99.99 ₱80,931.91
₱75.35 ₱50,823.58
₱136,306.00
Hourly Rate Amount (PHP)
₱219.75 ₱118,577.10
₱351.50 ₱189,669.40
₱13,630.60 ₱13,630.60
₱594,489.09
₱730,795.09
0.25
₱21,669.24
Unit Cost Amount (PHP)
₱46.31 ₱1,525,544.02
₱46.31 ₱36,260.73
₱1,561,804.75
₱2,292,599.84
G ₱275,111.98
G ₱183,407.99
(G+H+I) ₱137,555.99
(G+H+I+J) ₱2,888,675.79
AR OF SUSPENDED SLAB (FOURTH FLOOR)
Hourly Rate Amount (PHP)
₱134.93 ₱0.00
₱99.99 ₱0.00
₱75.35 ₱0.00
₱0.00
Hourly Rate Amount (PHP)
₱0.00 ₱0.00
₱0.00
₱0.00
0.28
#DIV/0!
Unit Cost Amount (PHP)
₱80.00 ₱73,840.00
₱73,840.00
₱73,840.00
G ₱8,860.80
G ₱5,907.20
(G+H+I) ₱4,430.40
(G+H+I+J) ₱93,038.40
R FOR STAIRS (3F-4F)
Hourly Rate Amount (PHP)
₱134.93 ₱4,550.51
₱99.99 ₱80,931.91
₱75.35 ₱50,823.58
₱136,306.00
Hourly Rate Amount (PHP)
₱219.75 ₱118,577.10
₱351.50 ₱189,669.40
₱13,630.60 ₱13,630.60
₱594,489.09
₱730,795.09
0.25
₱21,669.24
Unit Cost Amount (PHP)
₱46.31 ₱1,525,544.02
₱46.31 ₱36,260.73
₱1,561,804.75
₱2,292,599.84
G ₱275,111.98
G ₱183,407.99
(G+H+I) ₱137,555.99
(G+H+I+J) ₱2,888,675.79
ARS OF STAIRS ( 3F TO 4F)
Hourly Rate Amount (PHP)
₱134.93 ₱0.00
₱99.99 ₱0.00
₱75.35 ₱0.00
₱0.00
Hourly Rate Amount (PHP)
₱0.00 ₱0.00
₱0.00
₱0.00
0.28
#DIV/0!
Unit Cost Amount (PHP)
₱80.00 ₱73,840.00
₱73,840.00
₱73,840.00
G ₱8,860.80
G ₱5,907.20
(G+H+I) ₱4,430.40
(G+H+I+J) ₱93,038.40
R FOR COLUMNS FOURTH FLOOR
Hourly Rate Amount (PHP)
₱134.93 ₱4,550.51
₱99.99 ₱80,931.91
₱75.35 ₱50,823.58
₱136,306.00
Hourly Rate Amount (PHP)
₱219.75 ₱118,577.10
₱351.50 ₱189,669.40
₱13,630.60 ₱13,630.60
₱594,489.09
₱730,795.09
0.25
₱21,669.24
Unit Cost Amount (PHP)
₱46.31 ₱1,525,544.02
₱46.31 ₱36,260.73
₱1,561,804.75
₱2,292,599.84
G ₱275,111.98
G ₱183,407.99
(G+H+I) ₱137,555.99
(G+H+I+J) ₱2,888,675.79
ARS FOR COLUMNS (FOURTH FLOOR
Hourly Rate Amount (PHP)
₱134.93 ₱0.00
₱99.99 ₱0.00
₱75.35 ₱0.00
₱0.00
Hourly Rate Amount (PHP)
₱0.00 ₱0.00
₱0.00
₱0.00
0.28
#DIV/0!
Unit Cost Amount (PHP)
₱80.00 ₱73,840.00
₱73,840.00
₱73,840.00
G ₱8,860.80
G ₱5,907.20
(G+H+I) ₱4,430.40
(G+H+I+J) ₱93,038.40
WORKS FOR BEAM FOURTH FLOOR
Hourly Rate Amount (PHP)
₱134.93 ₱12,723.90
₱97.64 ₱55,244.71
₱75.35 ₱71,055.05
₱139,023.66
Hourly Rate Amount (PHP)
₱13,902.37 ₱13,902.37
₱13,902.37
₱152,926.03
20.00
₱81.08
Unit Cost Amount (PHP)
₱2,300.00 ₱630,200.00
₱35.00 ₱29,400.00
₱80.00 ₱4,000.00
₱663,600.00
₱816,526.03
G ₱97,983.12
G ₱65,322.08
(G+H+I) ₱48,991.56
(G+H+I+J) ₱1,028,822.79
MS OF BEAMS (FOURTH FLOOR)
Hourly Rate Amount (PHP)
₱134.93 ₱8,482.60
₱97.64 ₱36,829.81
₱75.35 ₱47,370.03
₱92,682.44
Hourly Rate Amount (PHP)
₱9,268.24 ₱9,268.24
₱9,268.24
₱101,950.68
30.00
₱54.06
Unit Cost Amount (PHP)
₱80.00 ₱4,000.00
₱4,000.00
₱105,950.68
G ₱12,714.08
G ₱8,476.05
(G+H+I) ₱6,357.04
(G+H+I+J) ₱133,497.86
WORK FOR SUSPENDED SLAB FOURTH FLOOR
Hourly Rate Amount (PHP)
₱134.93 ₱12,723.90
₱97.64 ₱55,244.71
₱75.35 ₱71,055.05
₱139,023.66
Hourly Rate Amount (PHP)
₱13,902.37 ₱13,902.37
₱13,902.37
₱152,926.03
20.00
₱81.08
Unit Cost Amount (PHP)
₱2,300.00 ₱630,200.00
₱35.00 ₱29,400.00
₱80.00 ₱4,000.00
₱663,600.00
₱816,526.03
G ₱97,983.12
G ₱65,322.08
(G+H+I) ₱48,991.56
(G+H+I+J) ₱1,028,822.79
MS OF SUSPENDED SLAB ( FOURTH FLOOR)
Hourly Rate Amount (PHP)
₱134.93 ₱8,482.60
₱97.64 ₱36,829.81
₱75.35 ₱47,370.03
₱92,682.44
Hourly Rate Amount (PHP)
₱9,268.24 ₱9,268.24
₱9,268.24
₱101,950.68
30.00
₱54.06
Unit Cost Amount (PHP)
₱80.00 ₱4,000.00
₱4,000.00
₱105,950.68
G ₱12,714.08
G ₱8,476.05
(G+H+I) ₱6,357.04
(G+H+I+J) ₱133,497.86
WORKS FOR STAIRS (3F-4F)
Hourly Rate Amount (PHP)
₱134.93 ₱12,723.90
₱97.64 ₱55,244.71
₱75.35 ₱71,055.05
₱139,023.66
Hourly Rate Amount (PHP)
₱13,902.37 ₱13,902.37
₱13,902.37
₱152,926.03
20.00
₱81.08
Unit Cost Amount (PHP)
₱2,300.00 ₱630,200.00
₱35.00 ₱29,400.00
₱80.00 ₱4,000.00
₱663,600.00
₱816,526.03
G ₱97,983.12
G ₱65,322.08
(G+H+I) ₱48,991.56
(G+H+I+J) ₱1,028,822.79
MS OF STAIRS ( 3F TO 4F)
Hourly Rate Amount (PHP)
₱134.93 ₱8,482.60
₱97.64 ₱36,829.81
₱75.35 ₱47,370.03
₱92,682.44
Hourly Rate Amount (PHP)
₱9,268.24 ₱9,268.24
₱9,268.24
₱101,950.68
30.00
₱54.06
Unit Cost Amount (PHP)
₱80.00 ₱4,000.00
₱4,000.00
₱105,950.68
G ₱12,714.08
G ₱8,476.05
(G+H+I) ₱6,357.04
(G+H+I+J) ₱133,497.86
WORKS FOR COLUMNS FOURTH FLOOR
Hourly Rate Amount (PHP)
₱134.93 ₱12,723.90
₱97.64 ₱55,244.71
₱75.35 ₱71,055.05
₱139,023.66
Hourly Rate Amount (PHP)
₱13,902.37 ₱13,902.37
₱13,902.37
₱152,926.03
20.00
₱81.08
Unit Cost Amount (PHP)
₱2,300.00 ₱630,200.00
₱35.00 ₱29,400.00
₱80.00 ₱4,000.00
₱663,600.00
₱816,526.03
G ₱97,983.12
G ₱65,322.08
(G+H+I) ₱48,991.56
(G+H+I+J) ₱1,028,822.79
MS OF COLUMNS (FOURTH FLOOR)
Hourly Rate Amount (PHP)
₱134.93 ₱8,482.60
₱97.64 ₱36,829.81
₱75.35 ₱47,370.03
₱92,682.44
Hourly Rate Amount (PHP)
₱9,268.24 ₱9,268.24
₱9,268.24
₱101,950.68
30.00
₱54.06
Unit Cost Amount (PHP)
₱80.00 ₱4,000.00
₱4,000.00
₱105,950.68
G ₱12,714.08
G ₱8,476.05
(G+H+I) ₱6,357.04
(G+H+I+J) ₱133,497.86
S, SLABS AND STAIRS ( FOURTH FLOOR)
Hourly Rate Amount (PHP)
₱134.93 ₱24,070.36
₱97.64 ₱52,254.42
₱75.35 ₱80,650.76
₱156,975.54
Hourly Rate Amount (PHP)
₱91.25 ₱32,556.44
₱2,076.00 ₱148,136.24
₱3,750.00 ₱1,337,935.71
₱15,697.55 ₱15,697.55
₱1,848,277.02
₱2,005,252.56
7.00
₱1,605.82
Unit Cost Amount (PHP)
₱7,648.00 ₱9,550,363.52
₱9,550,363.52
₱11,555,616.08
G ₱1,386,673.93
G ₱924,449.29
(G+H+I) ₱693,336.96
(G+H+I+J) ₱14,560,076.26
MNS (FOURTH FLOOR)
Hourly Rate Amount (PHP)
₱134.93 ₱24,070.36
₱97.64 ₱52,254.42
₱75.35 ₱80,650.76
₱156,975.54
Hourly Rate Amount (PHP)
₱91.25 ₱32,556.44
₱2,076.00 ₱148,136.24
₱3,750.00 ₱1,337,935.71
₱15,697.55 ₱15,697.55
₱1,848,277.02
₱2,005,252.56
7.00
₱1,605.82
Unit Cost Amount (PHP)
₱7,648.00 ₱9,550,363.52
₱9,550,363.52
₱11,555,616.08
G ₱1,386,673.93
G ₱924,449.29
(G+H+I) ₱693,336.96
(G+H+I+J) ₱14,560,076.26
(FOURTH FLOOR
Hourly Rate Amount (PHP)
₱134.93 ₱8,635.52
₱97.64 ₱24,995.84
₱75.35 ₱9,644.80
₱43,276.16
Hourly Rate Amount (PHP)
₱4,327.62 ₱4,327.62
₱4,327.62
₱47,603.78
1.00
₱47,603.78
Unit Cost Amount (PHP)
₱2,276.00 ₱15,932.00
₱1,971.00 ₱74,898.00
₱700.00 ₱41,300.00
₱480.00 ₱8,160.00
₱270.00 ₱18,630.00
₱40.00 ₱3,160.00
₱30.00 ₱600.00
₱54.00 ₱1,026.00
₱83.00 ₱1,328.00
₱55.00 ₱1,540.00
₱90.00 ₱810.00
₱134.00 ₱3,886.00
₱105.00 ₱2,100.00
₱145.00 ₱2,175.00
₱40.00 ₱1,160.00
₱140.00 ₱1,820.00
₱163.00 ₱1,467.00
₱173.00 ₱3,114.00
₱155.00 ₱3,875.00
₱186,981.00
₱234,584.78
G ₱28,150.17
G ₱18,766.78
(G+H+I) ₱14,075.09
(G+H+I+J) ₱295,576.82
S (FOURTH FLOOR)
Hourly Rate Amount (PHP)
₱134.93 ₱13,503.38
₱97.64 ₱9,771.51
₱75.35 ₱22,622.39
₱45,897.28
Hourly Rate Amount (PHP)
₱4,589.73 ₱4,589.73
₱4,589.73
₱50,487.01
13.00
₱3,883.62
Unit Cost Amount (PHP)
₱485.30 ₱530,432.90
₱660.70 ₱33,035.00
₱937.00 ₱74,960.00
₱1,209.45 ₱24,189.00
₱1,881.35 ₱94,067.50
₱3,684.00 ₱29,472.00
₱786,156.40
₱836,643.41
G ₱100,397.21
G ₱66,931.47
(G+H+I) ₱50,198.60
(G+H+I+J) ₱1,054,170.69
FOR BEAMS, SLABS AND STAIRS(FOURTH
Hourly Rate Amount (PHP)
₱134.93 ₱0.00
₱97.64 ₱0.00
₱75.35 ₱0.00
₱0.00
Hourly Rate Amount (PHP)
₱0.00 ₱0.00
₱0.00
₱0.00
30.00
#DIV/0!
Unit Cost Amount (PHP)
₱0.00
G ₱0.00
G ₱0.00
(G+H+I) ₱0.00
(G+H+I+J) ₱0.00
OF COLUMNS (FOURTH FLOOR)
Hourly Rate Amount (PHP)
₱134.93 ₱0.00
₱97.64 ₱0.00
₱75.35 ₱0.00
₱0.00
Hourly Rate Amount (PHP)
₱0.00 ₱0.00
₱0.00
₱0.00
30.00
#DIV/0!
Unit Cost Amount (PHP)
₱0.00
G ₱0.00
G ₱0.00
(G+H+I) ₱0.00
(G+H+I+J) ₱0.00
LLATION THIRD FLOOR
Hourly Rate Amount (PHP)
₱134.93 ₱8,095.80
₱97.64 ₱23,433.60
₱75.35 ₱13,563.00
₱45,092.40
Hourly Rate Amount (PHP)
₱4,509.24 ₱4,509.24
₱4,509.24
₱49,601.64
1.00
₱49,601.64
Unit Cost Amount (PHP)
₱1,500.00 ₱75,000.00
₱87.00 ₱522.00
₱130.00 ₱6,110.00
₱35.00 ₱700.00
₱50.00 ₱400.00
₱160.00 ₱4,480.00
₱390.00 ₱8,970.00
₱250.00 ₱23,500.00
₱10.00 ₱1,500.00
₱1,250.00 ₱1,250.00
₱122,432.00
₱172,033.64
G ₱20,644.04
G ₱13,762.69
(G+H+I) ₱10,322.02
(G+H+I+J) ₱216,762.39
FLOOR)
Hourly Rate Amount (PHP)
₱134.93 ₱39,251.08
₱97.64 ₱113,613.75
₱75.35 ₱153,434.99
₱306,299.82
Hourly Rate Amount (PHP)
₱30,629.98 ₱30,629.98
₱30,629.98
₱336,929.81
25.00
₱46.33
Unit Cost Amount (PHP)
₱15.00 ₱725,880.00
₱15.00 ₱733,440.00
₱770.00 ₱329,560.00
₱275.00 ₱1,630,475.00
₱480.00 ₱193,440.00
₱312.00 ₱877,656.00
₱224,522.55
₱4,714,973.55
₱5,051,903.36
G ₱606,228.40
G ₱404,152.27
(G+H+I) ₱303,114.20
(G+H+I+J) ₱6,365,398.23
, UTILITY BOX AND PANEL BOARD
F FLOOR)
Hourly Rate Amount (PHP)
₱134.93 ₱12,278.63
₱97.64 ₱26,655.72
₱75.35 ₱13,713.70
₱52,648.05
Hourly Rate Amount (PHP)
₱5,264.81 ₱5,264.81
₱5,264.81
₱57,912.86
2.00
₱28,956.43
Unit Cost Amount (PHP)
₱1,216.00 ₱42,560.00
₱1,216.00 ₱63,232.00
₱1,216.00 ₱46,208.00
₱1,802.00 ₱19,822.00
₱2,643.00 ₱13,215.00
₱3,155.00 ₱18,930.00
₱5,788.00 ₱40,516.00
₱6,745.00 ₱13,490.00
₱7,733.00 ₱15,466.00
₱4,706.00 ₱9,412.00
₱6,250.00 ₱43,750.00
₱12,680.00 ₱50,720.00
₱14,115.00 ₱28,230.00
₱14,275.00 ₱42,825.00
₱19,960.00 ₱119,760.00
₱568,136.00
₱626,048.86
G ₱75,125.86
G ₱50,083.91
(G+H+I) ₱37,562.93
(G+H+I+J) ₱788,821.56
CTRICAL WIRES (SECOND FLOOR)
Hourly Rate Amount (PHP)
₱134.93 ₱6,821.39
₱97.64 ₱19,744.76
₱75.35 ₱7,618.64
₱34,184.79
Hourly Rate Amount (PHP)
₱3,418.48 ₱3,418.48
₱3,418.48
₱37,603.26
200.00
₱188.02
Unit Cost Amount (PHP)
₱1,350.00 ₱43,200.00
₱1,980.00 ₱41,580.00
₱3,030.00 ₱136,350.00
₱31.60 ₱884.80
₱7,545.00 ₱90,540.00
₱270.00 ₱7,290.00
₱115.10 ₱2,417.10
₱69,330.00 ₱346,650.00
₱351.00 ₱5,616.00
₱450.00 ₱8,550.00
₱261,000.00 ₱783,000.00
₱73,303.90
₱1,539,381.80
₱1,576,985.06
G ₱189,238.21
G ₱126,158.80
(G+H+I) ₱94,619.10
(G+H+I+J) ₱1,987,001.17
PROTECTION SYSTEM (SECOND FLOOR)
Hourly Rate Amount (PHP)
₱1.00 ₱3,093,935.63
₱3,093,935.63
Hourly Rate Amount (PHP)
₱6.50 ₱1,560.00
₱30,939.36 ₱30,939.36
₱32,499.36
₱3,126,434.99
1.00
₱3,126,434.99
Unit Cost Amount (PHP)
₱124,400.00 ₱124,400.00
₱15,500.00 ₱2,139,000.00
₱1,400.00 ₱56,000.00
₱632.00 ₱307,152.00
₱950.00 ₱259,350.00
₱1,320.00 ₱10,560.00
₱3,900.00 ₱54,600.00
₱1,540.00 ₱218,680.00
₱650.00 ₱275,600.00
₱48,500.00 ₱2,473,500.00
₱1,850.00 ₱88,800.00
₱180,229.26 ₱180,229.26
₱6,187,871.26
₱9,314,306.25
G ₱1,117,716.75
G ₱745,144.50
(G+H+I) ₱558,858.37
(G+H+I+J) ₱11,736,025.87
TILATION PIPES (SECOND FLOOR)
Hourly Rate Amount (PHP)
₱1.00 ₱3,093,935.63
₱3,093,935.63
Hourly Rate Amount (PHP)
₱6.50 ₱1,560.00
₱30,939.36 ₱30,939.36
₱32,499.36
₱3,126,434.99
1.00
₱3,126,434.99
Unit Cost Amount (PHP)
₱124,400.00 ₱124,400.00
₱15,500.00 ₱2,139,000.00
₱1,400.00 ₱56,000.00
₱632.00 ₱307,152.00
₱950.00 ₱259,350.00
₱1,320.00 ₱10,560.00
₱3,900.00 ₱54,600.00
₱1,540.00 ₱218,680.00
₱650.00 ₱275,600.00
₱48,500.00 ₱2,473,500.00
₱1,850.00 ₱88,800.00
₱180,229.26 ₱180,229.26
₱6,187,871.26
₱9,314,306.25
G ₱1,117,716.75
G ₱745,144.50
(G+H+I) ₱558,858.37
(G+H+I+J) ₱11,736,025.87
FLOOR)
Hourly Rate Amount (PHP)
₱134.93 ₱39,251.08
₱97.64 ₱85,210.31
₱75.35 ₱65,757.85
₱190,219.25
Hourly Rate Amount (PHP)
₱19,021.92 ₱19,021.92
₱19,021.92
₱209,241.17
50.00
₱14.39
Unit Cost Amount (PHP)
₱275.00 ₱7,090,325.00
₱770.00 ₱286,863.50
₱7,377,188.50
₱7,586,429.67
G ₱910,371.56
G ₱606,914.37
(G+H+I) ₱455,185.78
(G+H+I+J) ₱9,558,901.39
OND FLOOR
Hourly Rate Amount (PHP)
₱134.93 ₱10,841.63
₱97.64 ₱15,690.75
₱75.35 ₱18,163.12
₱44,695.49
Hourly Rate Amount (PHP)
₱4,469.55 ₱4,469.55
₱4,469.55
₱49,165.04
40.00
₱15.30
Unit Cost Amount (PHP)
₱3,045.00 ₱213,150.00
₱275.00 ₱11,000.00
₱49.00 ₱1,470.00
₱11,281.00 ₱11,281.00
₱236,901.00
₱286,066.04
G ₱34,327.92
G ₱22,885.28
(G+H+I) ₱17,163.96
(G+H+I+J) ₱360,443.21
DOWS SECOND FLOOR
Hourly Rate Amount (PHP)
- ₱2,415,834.19
₱2,415,834.19
Hourly Rate Amount (PHP)
₱241,583.42 ₱241,583.42
₱241,583.42
₱2,657,417.60
1.00
₱2,657,417.60
Unit Cost Amount (PHP)
₱5,111.61 ₱235,134.06
₱5,111.61 ₱1,101,347.49
₱68,500.00 ₱1,575,500.00
₱5,111.61 ₱592,946.76
₱1,733.00 ₱95,315.00
₱11,760.00 ₱35,280.00
₱48,700.00 ₱97,400.00
₱3,802.00 ₱33,457.60
₱2,050.00 ₱18,450.00
₱24,700.00 ₱395,200.00
₱24,700.00 ₱148,200.00
₱1,733.00 ₱54,589.50
₱2,679.00 ₱80,370.00
₱6,650.00 ₱113,050.00
₱3,660.00 ₱161,040.00
₱1,835.00 ₱631,240.00
₱161,055.61 ₱161,055.61
₱5,368,520.41
₱8,025,938.01
G ₱963,112.56
G ₱642,075.04
(G+H+I) ₱481,556.28
(G+H+I+J) ₱10,112,681.90
TAIN GLASS WALL SECOND FLOOR
Hourly Rate Amount (PHP)
₱93.75 ₱240,000.00
₱81.25 ₱208,000.00
₱75.00 ₱192,000.00
₱640,000.00
Hourly Rate Amount (PHP)
₱64,000.00 ₱64,000.00
₱64,000.00
₱704,000.00
1.00
₱704,000.00
Unit Cost Amount (PHP)
₱1,008.00 ₱278,208.00
₱6,800.00 ₱8,860,400.00
₱6,900.00 ₱2,463,300.00
₱12,000.00 ₱13,848,000.00
₱1,230.00 ₱305,040.00
₱150.00 ₱73,800.00
₱25,828,748.00
₱26,532,748.00
G ₱3,183,929.76
G ₱2,122,619.84
(G+H+I) ₱1,591,964.88
(G+H+I+J) ₱33,431,262.48
SS RAILINGS SECOND FLOOR
Hourly Rate Amount (PHP)
₱93.75 ₱240,000.00
₱81.25 ₱208,000.00
₱75.00 ₱192,000.00
₱640,000.00
Hourly Rate Amount (PHP)
₱64,000.00 ₱64,000.00
₱64,000.00
₱704,000.00
1.00
₱704,000.00
Unit Cost Amount (PHP)
₱1,008.00 ₱278,208.00
₱6,800.00 ₱8,860,400.00
₱6,900.00 ₱2,463,300.00
₱12,000.00 ₱13,848,000.00
₱1,230.00 ₱305,040.00
₱150.00 ₱73,800.00
₱25,828,748.00
₱26,532,748.00
G ₱3,183,929.76
G ₱2,122,619.84
(G+H+I) ₱1,591,964.88
(G+H+I+J) ₱33,431,262.48
SS DOORS SECOND FLOOR
Hourly Rate Amount (PHP)
- ₱2,415,834.19
₱2,415,834.19
Hourly Rate Amount (PHP)
₱241,583.42 ₱241,583.42
₱241,583.42
₱2,657,417.60
1.00
₱2,657,417.60
Unit Cost Amount (PHP)
₱5,111.61 ₱235,134.06
₱5,111.61 ₱1,101,347.49
₱68,500.00 ₱1,575,500.00
₱5,111.61 ₱592,946.76
₱1,733.00 ₱95,315.00
₱11,760.00 ₱35,280.00
₱48,700.00 ₱97,400.00
₱3,802.00 ₱33,457.60
₱2,050.00 ₱18,450.00
₱24,700.00 ₱395,200.00
₱24,700.00 ₱148,200.00
₱1,733.00 ₱54,589.50
₱2,679.00 ₱80,370.00
₱6,650.00 ₱113,050.00
₱3,660.00 ₱161,040.00
₱1,835.00 ₱631,240.00
₱161,055.61 ₱161,055.61
₱5,368,520.41
₱8,025,938.01
G ₱963,112.56
G ₱642,075.04
(G+H+I) ₱481,556.28
(G+H+I+J) ₱10,112,681.90
RS SECOND FLOOR
Hourly Rate Amount (PHP)
- ₱2,415,834.19
₱2,415,834.19
Hourly Rate Amount (PHP)
₱241,583.42 ₱241,583.42
₱241,583.42
₱2,657,417.60
1.00
₱2,657,417.60
Unit Cost Amount (PHP)
₱5,111.61 ₱235,134.06
₱5,111.61 ₱1,101,347.49
₱68,500.00 ₱1,575,500.00
₱5,111.61 ₱592,946.76
₱1,733.00 ₱95,315.00
₱11,760.00 ₱35,280.00
₱48,700.00 ₱97,400.00
₱3,802.00 ₱33,457.60
₱2,050.00 ₱18,450.00
₱24,700.00 ₱395,200.00
₱24,700.00 ₱148,200.00
₱1,733.00 ₱54,589.50
₱2,679.00 ₱80,370.00
₱6,650.00 ₱113,050.00
₱3,660.00 ₱161,040.00
₱1,835.00 ₱631,240.00
₱161,055.61 ₱161,055.61
₱5,368,520.41
₱8,025,938.01
G ₱963,112.56
G ₱642,075.04
(G+H+I) ₱481,556.28
(G+H+I+J) ₱10,112,681.90
CATION OF EMERGENCY STAIR RAILINGS
Hourly Rate Amount (PHP)
₱134.93 ₱13,627.93
₱129.00 ₱26,058.00
₱99.99 ₱30,296.97
₱66.93 ₱27,039.72
₱97,022.62
Hourly Rate Amount (PHP)
₱371.00 ₱74,942.00
₱297.00 ₱59,994.00
₱9,702.26 ₱9,702.26
₱144,638.26
₱241,660.88
50
₱48.15
Unit Cost Amount (PHP)
₱1,540.00 ₱743,820.00
₱650.00 ₱475,800.00
₱18,295.00 ₱182,950.00
₱110.00 ₱77,000.00
₱2,400.00 ₱199,200.00
₱33,575.40 ₱33,575.40
₱1,712,345.40
₱1,954,006.28
G ₱234,480.75
G ₱156,320.50
(G+H+I) ₱117,240.38
(G+H+I+J) ₱2,462,047.92
FOLDING OF SUPPORT FOR FOURTH FLOOR
Hourly Rate Amount (PHP)
₱134.93 ₱12,113.34
₱97.64 ₱35,062.52
₱75.35 ₱54,116.37
₱101,292.23
Hourly Rate Amount (PHP)
₱6.50 ₱408,476.25
₱10,129.22 ₱10,129.22
₱418,605.47
₱519,897.71
80.00
₱72.39
Unit Cost Amount (PHP)
₱519,897.71
G ₱62,387.72
G ₱41,591.82
(G+H+I) ₱31,193.86
(G+H+I+J) ₱655,071.11
ON OF SUPPORT FOR ROOF DECK
Hourly Rate Amount (PHP)
₱134.93 ₱12,113.34
₱97.64 ₱46,750.03
₱75.35 ₱72,155.16
₱131,018.53
Hourly Rate Amount (PHP)
₱6.50 ₱544,635.00
₱13,101.85 ₱13,101.85
₱557,736.85
₱688,755.39
60.00
₱95.90
Unit Cost Amount (PHP)
₱688,755.39
G ₱82,650.65
G ₱55,100.43
(G+H+I) ₱41,325.32
(G+H+I+J) ₱867,831.79
AR OF BEAMS (ROOF DECK)
Hourly Rate Amount (PHP)
₱134.93 ₱4,550.51
₱99.99 ₱80,931.91
₱75.35 ₱50,823.58
₱136,306.00
Hourly Rate Amount (PHP)
₱219.75 ₱118,577.10
₱351.50 ₱189,669.40
₱13,630.60 ₱13,630.60
₱594,489.09
₱730,795.09
0.25
₱21,669.24
Unit Cost Amount (PHP)
₱46.31 ₱1,525,544.02
₱46.31 ₱36,260.73
₱1,561,804.75
₱2,292,599.84
G ₱275,111.98
G ₱183,407.99
(G+H+I) ₱137,555.99
(G+H+I+J) ₱2,888,675.79
AR OF BEAMS (ROOF DECK)
Hourly Rate Amount (PHP)
₱134.93 ₱0.00
₱99.99 ₱0.00
₱75.35 ₱0.00
₱0.00
Hourly Rate Amount (PHP)
₱0.00 ₱0.00
₱0.00
₱0.00
0.28
#DIV/0!
Unit Cost Amount (PHP)
₱80.00 ₱73,840.00
₱73,840.00
₱73,840.00
G ₱8,860.80
G ₱5,907.20
(G+H+I) ₱4,430.40
(G+H+I+J) ₱93,038.40
R FOR SUSPENDED SLAB ROOF DECK FLOOR
Hourly Rate Amount (PHP)
₱134.93 ₱4,550.51
₱99.99 ₱80,931.91
₱75.35 ₱50,823.58
₱136,306.00
Hourly Rate Amount (PHP)
₱219.75 ₱118,577.10
₱351.50 ₱189,669.40
₱13,630.60 ₱13,630.60
₱594,489.09
₱730,795.09
0.25
₱21,669.24
Unit Cost Amount (PHP)
₱46.31 ₱1,525,544.02
₱46.31 ₱36,260.73
₱1,561,804.75
₱2,292,599.84
G ₱275,111.98
G ₱183,407.99
(G+H+I) ₱137,555.99
(G+H+I+J) ₱2,888,675.79
AR OF SUSPENDED SLAB (ROOF DECK)
Hourly Rate Amount (PHP)
₱134.93 ₱0.00
₱99.99 ₱0.00
₱75.35 ₱0.00
₱0.00
Hourly Rate Amount (PHP)
₱0.00 ₱0.00
₱0.00
₱0.00
0.28
#DIV/0!
Unit Cost Amount (PHP)
₱80.00 ₱73,840.00
₱73,840.00
₱73,840.00
G ₱8,860.80
G ₱5,907.20
(G+H+I) ₱4,430.40
(G+H+I+J) ₱93,038.40
R FOR STAIRS (4F-RD)
Hourly Rate Amount (PHP)
₱134.93 ₱4,550.51
₱99.99 ₱80,931.91
₱75.35 ₱50,823.58
₱136,306.00
Hourly Rate Amount (PHP)
₱219.75 ₱118,577.10
₱351.50 ₱189,669.40
₱13,630.60 ₱13,630.60
₱594,489.09
₱730,795.09
0.25
₱21,669.24
Unit Cost Amount (PHP)
₱46.31 ₱1,525,544.02
₱46.31 ₱36,260.73
₱1,561,804.75
₱2,292,599.84
G ₱275,111.98
G ₱183,407.99
(G+H+I) ₱137,555.99
(G+H+I+J) ₱2,888,675.79
ARS OF STAIRS ( 4F TO RD)
Hourly Rate Amount (PHP)
₱134.93 ₱0.00
₱99.99 ₱0.00
₱75.35 ₱0.00
₱0.00
Hourly Rate Amount (PHP)
₱0.00 ₱0.00
₱0.00
₱0.00
0.28
#DIV/0!
Unit Cost Amount (PHP)
₱80.00 ₱73,840.00
₱73,840.00
₱73,840.00
G ₱8,860.80
G ₱5,907.20
(G+H+I) ₱4,430.40
(G+H+I+J) ₱93,038.40
R FOR COLUMNS ROOF DECK FLOOR
Hourly Rate Amount (PHP)
₱134.93 ₱4,550.51
₱99.99 ₱80,931.91
₱75.35 ₱50,823.58
₱136,306.00
Hourly Rate Amount (PHP)
₱219.75 ₱118,577.10
₱351.50 ₱189,669.40
₱13,630.60 ₱13,630.60
₱594,489.09
₱730,795.09
0.25
₱21,669.24
Unit Cost Amount (PHP)
₱46.31 ₱1,525,544.02
₱46.31 ₱36,260.73
₱1,561,804.75
₱2,292,599.84
G ₱275,111.98
G ₱183,407.99
(G+H+I) ₱137,555.99
(G+H+I+J) ₱2,888,675.79
ARS FOR COLUMNS OF ROOF DECK
Hourly Rate Amount (PHP)
₱134.93 ₱0.00
₱99.99 ₱0.00
₱75.35 ₱0.00
₱0.00
Hourly Rate Amount (PHP)
₱0.00 ₱0.00
₱0.00
₱0.00
0.28
#DIV/0!
Unit Cost Amount (PHP)
₱80.00 ₱73,840.00
₱73,840.00
₱73,840.00
G ₱8,860.80
G ₱5,907.20
(G+H+I) ₱4,430.40
(G+H+I+J) ₱93,038.40
WORKS FOR BEAM ROOF DECK FLOOR
Hourly Rate Amount (PHP)
₱134.93 ₱12,723.90
₱97.64 ₱55,244.71
₱75.35 ₱71,055.05
₱139,023.66
Hourly Rate Amount (PHP)
₱13,902.37 ₱13,902.37
₱13,902.37
₱152,926.03
20.00
₱81.08
Unit Cost Amount (PHP)
₱2,300.00 ₱630,200.00
₱35.00 ₱29,400.00
₱80.00 ₱4,000.00
₱663,600.00
₱816,526.03
G ₱97,983.12
G ₱65,322.08
(G+H+I) ₱48,991.56
(G+H+I+J) ₱1,028,822.79
MS OF BEAMS (ROOF DECK)
Hourly Rate Amount (PHP)
₱134.93 ₱8,482.60
₱97.64 ₱36,829.81
₱75.35 ₱47,370.03
₱92,682.44
Hourly Rate Amount (PHP)
₱9,268.24 ₱9,268.24
₱9,268.24
₱101,950.68
30.00
₱54.06
Unit Cost Amount (PHP)
₱80.00 ₱4,000.00
₱4,000.00
₱105,950.68
G ₱12,714.08
G ₱8,476.05
(G+H+I) ₱6,357.04
(G+H+I+J) ₱133,497.86
WORK FOR SUSPENDED SLAB ROOF DECK FLOO
Hourly Rate Amount (PHP)
₱134.93 ₱12,723.90
₱97.64 ₱55,244.71
₱75.35 ₱71,055.05
₱139,023.66
Hourly Rate Amount (PHP)
₱13,902.37 ₱13,902.37
₱13,902.37
₱152,926.03
20.00
₱81.08
Unit Cost Amount (PHP)
₱2,300.00 ₱630,200.00
₱35.00 ₱29,400.00
₱80.00 ₱4,000.00
₱663,600.00
₱816,526.03
G ₱97,983.12
G ₱65,322.08
(G+H+I) ₱48,991.56
(G+H+I+J) ₱1,028,822.79
MS OF SUSPENDED SLAB ( FOURTH FLOOR)
Hourly Rate Amount (PHP)
₱134.93 ₱8,482.60
₱97.64 ₱36,829.81
₱75.35 ₱47,370.03
₱92,682.44
Hourly Rate Amount (PHP)
₱9,268.24 ₱9,268.24
₱9,268.24
₱101,950.68
30.00
₱54.06
Unit Cost Amount (PHP)
₱80.00 ₱4,000.00
₱4,000.00
₱105,950.68
G ₱12,714.08
G ₱8,476.05
(G+H+I) ₱6,357.04
(G+H+I+J) ₱133,497.86
WORKS FOR STAIRS (3F-4F)
Hourly Rate Amount (PHP)
₱134.93 ₱12,723.90
₱97.64 ₱55,244.71
₱75.35 ₱71,055.05
₱139,023.66
Hourly Rate Amount (PHP)
₱13,902.37 ₱13,902.37
₱13,902.37
₱152,926.03
20.00
₱81.08
Unit Cost Amount (PHP)
₱2,300.00 ₱630,200.00
₱35.00 ₱29,400.00
₱80.00 ₱4,000.00
₱663,600.00
₱816,526.03
G ₱97,983.12
G ₱65,322.08
(G+H+I) ₱48,991.56
(G+H+I+J) ₱1,028,822.79
MS OF STAIRS ( 3F TO 4F)
Hourly Rate Amount (PHP)
₱134.93 ₱8,482.60
₱97.64 ₱36,829.81
₱75.35 ₱47,370.03
₱92,682.44
Hourly Rate Amount (PHP)
₱9,268.24 ₱9,268.24
₱9,268.24
₱101,950.68
30.00
₱54.06
Unit Cost Amount (PHP)
₱80.00 ₱4,000.00
₱4,000.00
₱105,950.68
G ₱12,714.08
G ₱8,476.05
(G+H+I) ₱6,357.04
(G+H+I+J) ₱133,497.86
WORKS FOR COLUMNS FOURTH FLOOR
Hourly Rate Amount (PHP)
₱134.93 ₱12,723.90
₱97.64 ₱55,244.71
₱75.35 ₱71,055.05
₱139,023.66
Hourly Rate Amount (PHP)
₱13,902.37 ₱13,902.37
₱13,902.37
₱152,926.03
20.00
₱81.08
Unit Cost Amount (PHP)
₱2,300.00 ₱630,200.00
₱35.00 ₱29,400.00
₱80.00 ₱4,000.00
₱663,600.00
₱816,526.03
G ₱97,983.12
G ₱65,322.08
(G+H+I) ₱48,991.56
(G+H+I+J) ₱1,028,822.79
MS OF COLUMNS (FOURTH FLOOR)
Hourly Rate Amount (PHP)
₱134.93 ₱8,482.60
₱97.64 ₱36,829.81
₱75.35 ₱47,370.03
₱92,682.44
Hourly Rate Amount (PHP)
₱9,268.24 ₱9,268.24
₱9,268.24
₱101,950.68
30.00
₱54.06
Unit Cost Amount (PHP)
₱80.00 ₱4,000.00
₱4,000.00
₱105,950.68
G ₱12,714.08
G ₱8,476.05
(G+H+I) ₱6,357.04
(G+H+I+J) ₱133,497.86
S, SLABS AND STAIRS ( FOURTH FLOOR)
Hourly Rate Amount (PHP)
₱134.93 ₱24,070.36
₱97.64 ₱52,254.42
₱75.35 ₱80,650.76
₱156,975.54
Hourly Rate Amount (PHP)
₱91.25 ₱32,556.44
₱2,076.00 ₱148,136.24
₱3,750.00 ₱1,337,935.71
₱15,697.55 ₱15,697.55
₱1,848,277.02
₱2,005,252.56
7.00
₱1,605.82
Unit Cost Amount (PHP)
₱7,648.00 ₱9,550,363.52
₱9,550,363.52
₱11,555,616.08
G ₱1,386,673.93
G ₱924,449.29
(G+H+I) ₱693,336.96
(G+H+I+J) ₱14,560,076.26
MNS (FOURTH FLOOR)
Hourly Rate Amount (PHP)
₱134.93 ₱24,070.36
₱97.64 ₱52,254.42
₱75.35 ₱80,650.76
₱156,975.54
Hourly Rate Amount (PHP)
₱91.25 ₱32,556.44
₱2,076.00 ₱148,136.24
₱3,750.00 ₱1,337,935.71
₱15,697.55 ₱15,697.55
₱1,848,277.02
₱2,005,252.56
7.00
₱1,605.82
Unit Cost Amount (PHP)
₱7,648.00 ₱9,550,363.52
₱9,550,363.52
₱11,555,616.08
G ₱1,386,673.93
G ₱924,449.29
(G+H+I) ₱693,336.96
(G+H+I+J) ₱14,560,076.26
(FOURTH FLOOR
Hourly Rate Amount (PHP)
₱134.93 ₱8,635.52
₱97.64 ₱24,995.84
₱75.35 ₱9,644.80
₱43,276.16
Hourly Rate Amount (PHP)
₱4,327.62 ₱4,327.62
₱4,327.62
₱47,603.78
1.00
₱47,603.78
Unit Cost Amount (PHP)
₱2,276.00 ₱15,932.00
₱1,971.00 ₱74,898.00
₱700.00 ₱41,300.00
₱480.00 ₱8,160.00
₱270.00 ₱18,630.00
₱40.00 ₱3,160.00
₱30.00 ₱600.00
₱54.00 ₱1,026.00
₱83.00 ₱1,328.00
₱55.00 ₱1,540.00
₱90.00 ₱810.00
₱134.00 ₱3,886.00
₱105.00 ₱2,100.00
₱145.00 ₱2,175.00
₱40.00 ₱1,160.00
₱140.00 ₱1,820.00
₱163.00 ₱1,467.00
₱173.00 ₱3,114.00
₱155.00 ₱3,875.00
₱186,981.00
₱234,584.78
G ₱28,150.17
G ₱18,766.78
(G+H+I) ₱14,075.09
(G+H+I+J) ₱295,576.82
S (FOURTH FLOOR)
Hourly Rate Amount (PHP)
₱134.93 ₱13,503.38
₱97.64 ₱9,771.51
₱75.35 ₱22,622.39
₱45,897.28
Hourly Rate Amount (PHP)
₱4,589.73 ₱4,589.73
₱4,589.73
₱50,487.01
13.00
₱3,883.62
Unit Cost Amount (PHP)
₱485.30 ₱530,432.90
₱660.70 ₱33,035.00
₱937.00 ₱74,960.00
₱1,209.45 ₱24,189.00
₱1,881.35 ₱94,067.50
₱3,684.00 ₱29,472.00
₱786,156.40
₱836,643.41
G ₱100,397.21
G ₱66,931.47
(G+H+I) ₱50,198.60
(G+H+I+J) ₱1,054,170.69
FOR BEAMS, SLABS AND STAIRS(FOURTH
Hourly Rate Amount (PHP)
₱134.93 ₱0.00
₱97.64 ₱0.00
₱75.35 ₱0.00
₱0.00
Hourly Rate Amount (PHP)
₱0.00 ₱0.00
₱0.00
₱0.00
30.00
#DIV/0!
Unit Cost Amount (PHP)
₱0.00
G ₱0.00
G ₱0.00
(G+H+I) ₱0.00
(G+H+I+J) ₱0.00
OF COLUMNS (FOURTH FLOOR)
Hourly Rate Amount (PHP)
₱134.93 ₱0.00
₱97.64 ₱0.00
₱75.35 ₱0.00
₱0.00
Hourly Rate Amount (PHP)
₱0.00 ₱0.00
₱0.00
₱0.00
30.00
#DIV/0!
Unit Cost Amount (PHP)
₱0.00
G ₱0.00
G ₱0.00
(G+H+I) ₱0.00
(G+H+I+J) ₱0.00
LLATION THIRD FLOOR
Hourly Rate Amount (PHP)
₱134.93 ₱8,095.80
₱97.64 ₱23,433.60
₱75.35 ₱13,563.00
₱45,092.40
Hourly Rate Amount (PHP)
₱4,509.24 ₱4,509.24
₱4,509.24
₱49,601.64
1.00
₱49,601.64
Unit Cost Amount (PHP)
₱1,500.00 ₱75,000.00
₱87.00 ₱522.00
₱130.00 ₱6,110.00
₱35.00 ₱700.00
₱50.00 ₱400.00
₱160.00 ₱4,480.00
₱390.00 ₱8,970.00
₱250.00 ₱23,500.00
₱10.00 ₱1,500.00
₱1,250.00 ₱1,250.00
₱122,432.00
₱172,033.64
G ₱20,644.04
G ₱13,762.69
(G+H+I) ₱10,322.02
(G+H+I+J) ₱216,762.39
FLOOR)
Hourly Rate Amount (PHP)
₱134.93 ₱39,251.08
₱97.64 ₱113,613.75
₱75.35 ₱153,434.99
₱306,299.82
Hourly Rate Amount (PHP)
₱30,629.98 ₱30,629.98
₱30,629.98
₱336,929.81
25.00
₱46.33
Unit Cost Amount (PHP)
₱15.00 ₱725,880.00
₱15.00 ₱733,440.00
₱770.00 ₱329,560.00
₱275.00 ₱1,630,475.00
₱480.00 ₱193,440.00
₱312.00 ₱877,656.00
₱224,522.55
₱4,714,973.55
₱5,051,903.36
G ₱606,228.40
G ₱404,152.27
(G+H+I) ₱303,114.20
(G+H+I+J) ₱6,365,398.23
, UTILITY BOX AND PANEL BOARD
D FLOOR)
Hourly Rate Amount (PHP)
₱134.93 ₱12,278.63
₱97.64 ₱26,655.72
₱75.35 ₱13,713.70
₱52,648.05
Hourly Rate Amount (PHP)
₱5,264.81 ₱5,264.81
₱5,264.81
₱57,912.86
2.00
₱28,956.43
Unit Cost Amount (PHP)
₱1,216.00 ₱42,560.00
₱1,216.00 ₱63,232.00
₱1,216.00 ₱46,208.00
₱1,802.00 ₱19,822.00
₱2,643.00 ₱13,215.00
₱3,155.00 ₱18,930.00
₱5,788.00 ₱40,516.00
₱6,745.00 ₱13,490.00
₱7,733.00 ₱15,466.00
₱4,706.00 ₱9,412.00
₱6,250.00 ₱43,750.00
₱12,680.00 ₱50,720.00
₱14,115.00 ₱28,230.00
₱14,275.00 ₱42,825.00
₱19,960.00 ₱119,760.00
₱568,136.00
₱626,048.86
G ₱75,125.86
G ₱50,083.91
(G+H+I) ₱37,562.93
(G+H+I+J) ₱788,821.56
CTRICAL WIRES (SECOND FLOOR)
Hourly Rate Amount (PHP)
₱134.93 ₱6,821.39
₱97.64 ₱19,744.76
₱75.35 ₱7,618.64
₱34,184.79
Hourly Rate Amount (PHP)
₱3,418.48 ₱3,418.48
₱3,418.48
₱37,603.26
200.00
₱188.02
Unit Cost Amount (PHP)
₱1,350.00 ₱43,200.00
₱1,980.00 ₱41,580.00
₱3,030.00 ₱136,350.00
₱31.60 ₱884.80
₱7,545.00 ₱90,540.00
₱270.00 ₱7,290.00
₱115.10 ₱2,417.10
₱69,330.00 ₱346,650.00
₱351.00 ₱5,616.00
₱450.00 ₱8,550.00
₱261,000.00 ₱783,000.00
₱73,303.90
₱1,539,381.80
₱1,576,985.06
G ₱189,238.21
G ₱126,158.80
(G+H+I) ₱94,619.10
(G+H+I+J) ₱1,987,001.17
PROTECTION SYSTEM (SECOND FLOOR)
Hourly Rate Amount (PHP)
₱1.00 ₱3,093,935.63
₱3,093,935.63
Hourly Rate Amount (PHP)
₱6.50 ₱1,560.00
₱30,939.36 ₱30,939.36
₱32,499.36
₱3,126,434.99
1.00
₱3,126,434.99
Unit Cost Amount (PHP)
₱124,400.00 ₱124,400.00
₱15,500.00 ₱2,139,000.00
₱1,400.00 ₱56,000.00
₱632.00 ₱307,152.00
₱950.00 ₱259,350.00
₱1,320.00 ₱10,560.00
₱3,900.00 ₱54,600.00
₱1,540.00 ₱218,680.00
₱650.00 ₱275,600.00
₱48,500.00 ₱2,473,500.00
₱1,850.00 ₱88,800.00
₱180,229.26 ₱180,229.26
₱6,187,871.26
₱9,314,306.25
G ₱1,117,716.75
G ₱745,144.50
(G+H+I) ₱558,858.37
(G+H+I+J) ₱11,736,025.87
TILATION PIPES (SECOND FLOOR)
Hourly Rate Amount (PHP)
₱1.00 ₱3,093,935.63
₱3,093,935.63
Hourly Rate Amount (PHP)
₱6.50 ₱1,560.00
₱30,939.36 ₱30,939.36
₱32,499.36
₱3,126,434.99
1.00
₱3,126,434.99
Unit Cost Amount (PHP)
₱124,400.00 ₱124,400.00
₱15,500.00 ₱2,139,000.00
₱1,400.00 ₱56,000.00
₱632.00 ₱307,152.00
₱950.00 ₱259,350.00
₱1,320.00 ₱10,560.00
₱3,900.00 ₱54,600.00
₱1,540.00 ₱218,680.00
₱650.00 ₱275,600.00
₱48,500.00 ₱2,473,500.00
₱1,850.00 ₱88,800.00
₱180,229.26 ₱180,229.26
₱6,187,871.26
₱9,314,306.25
G ₱1,117,716.75
G ₱745,144.50
(G+H+I) ₱558,858.37
(G+H+I+J) ₱11,736,025.87
FLOOR)
Hourly Rate Amount (PHP)
₱134.93 ₱39,251.08
₱97.64 ₱85,210.31
₱75.35 ₱65,757.85
₱190,219.25
Hourly Rate Amount (PHP)
₱19,021.92 ₱19,021.92
₱19,021.92
₱209,241.17
50.00
₱14.39
Unit Cost Amount (PHP)
₱275.00 ₱7,090,325.00
₱770.00 ₱286,863.50
₱7,377,188.50
₱7,586,429.67
G ₱910,371.56
G ₱606,914.37
(G+H+I) ₱455,185.78
(G+H+I+J) ₱9,558,901.39
OND FLOOR
Hourly Rate Amount (PHP)
₱134.93 ₱10,841.63
₱97.64 ₱15,690.75
₱75.35 ₱18,163.12
₱44,695.49
Hourly Rate Amount (PHP)
₱4,469.55 ₱4,469.55
₱4,469.55
₱49,165.04
40.00
₱15.30
Unit Cost Amount (PHP)
₱3,045.00 ₱213,150.00
₱275.00 ₱11,000.00
₱49.00 ₱1,470.00
₱11,281.00 ₱11,281.00
₱236,901.00
₱286,066.04
G ₱34,327.92
G ₱22,885.28
(G+H+I) ₱17,163.96
(G+H+I+J) ₱360,443.21
DOWS SECOND FLOOR
Hourly Rate Amount (PHP)
- ₱2,415,834.19
₱2,415,834.19
Hourly Rate Amount (PHP)
₱241,583.42 ₱241,583.42
₱241,583.42
₱2,657,417.60
1.00
₱2,657,417.60
Unit Cost Amount (PHP)
₱5,111.61 ₱235,134.06
₱5,111.61 ₱1,101,347.49
₱68,500.00 ₱1,575,500.00
₱5,111.61 ₱592,946.76
₱1,733.00 ₱95,315.00
₱11,760.00 ₱35,280.00
₱48,700.00 ₱97,400.00
₱3,802.00 ₱33,457.60
₱2,050.00 ₱18,450.00
₱24,700.00 ₱395,200.00
₱24,700.00 ₱148,200.00
₱1,733.00 ₱54,589.50
₱2,679.00 ₱80,370.00
₱6,650.00 ₱113,050.00
₱3,660.00 ₱161,040.00
₱1,835.00 ₱631,240.00
₱161,055.61 ₱161,055.61
₱5,368,520.41
₱8,025,938.01
G ₱963,112.56
G ₱642,075.04
(G+H+I) ₱481,556.28
(G+H+I+J) ₱10,112,681.90
TAIN GLASS WALL SECOND FLOOR
Hourly Rate Amount (PHP)
₱93.75 ₱240,000.00
₱81.25 ₱208,000.00
₱75.00 ₱192,000.00
₱640,000.00
Hourly Rate Amount (PHP)
₱64,000.00 ₱64,000.00
₱64,000.00
₱704,000.00
1.00
₱704,000.00
Unit Cost Amount (PHP)
₱1,008.00 ₱278,208.00
₱6,800.00 ₱8,860,400.00
₱6,900.00 ₱2,463,300.00
₱12,000.00 ₱13,848,000.00
₱1,230.00 ₱305,040.00
₱150.00 ₱73,800.00
₱25,828,748.00
₱26,532,748.00
G ₱3,183,929.76
G ₱2,122,619.84
(G+H+I) ₱1,591,964.88
(G+H+I+J) ₱33,431,262.48
SS RAILINGS SECOND FLOOR
Hourly Rate Amount (PHP)
₱93.75 ₱240,000.00
₱81.25 ₱208,000.00
₱75.00 ₱192,000.00
₱640,000.00
Hourly Rate Amount (PHP)
₱64,000.00 ₱64,000.00
₱64,000.00
₱704,000.00
1.00
₱704,000.00
Unit Cost Amount (PHP)
₱1,008.00 ₱278,208.00
₱6,800.00 ₱8,860,400.00
₱6,900.00 ₱2,463,300.00
₱12,000.00 ₱13,848,000.00
₱1,230.00 ₱305,040.00
₱150.00 ₱73,800.00
₱25,828,748.00
₱26,532,748.00
G ₱3,183,929.76
G ₱2,122,619.84
(G+H+I) ₱1,591,964.88
(G+H+I+J) ₱33,431,262.48
SS DOORS SECOND FLOOR
Hourly Rate Amount (PHP)
- ₱2,415,834.19
₱2,415,834.19
Hourly Rate Amount (PHP)
₱241,583.42 ₱241,583.42
₱241,583.42
₱2,657,417.60
1.00
₱2,657,417.60
Unit Cost Amount (PHP)
₱5,111.61 ₱235,134.06
₱5,111.61 ₱1,101,347.49
₱68,500.00 ₱1,575,500.00
₱5,111.61 ₱592,946.76
₱1,733.00 ₱95,315.00
₱11,760.00 ₱35,280.00
₱48,700.00 ₱97,400.00
₱3,802.00 ₱33,457.60
₱2,050.00 ₱18,450.00
₱24,700.00 ₱395,200.00
₱24,700.00 ₱148,200.00
₱1,733.00 ₱54,589.50
₱2,679.00 ₱80,370.00
₱6,650.00 ₱113,050.00
₱3,660.00 ₱161,040.00
₱1,835.00 ₱631,240.00
₱161,055.61 ₱161,055.61
₱5,368,520.41
₱8,025,938.01
G ₱963,112.56
G ₱642,075.04
(G+H+I) ₱481,556.28
(G+H+I+J) ₱10,112,681.90
RS SECOND FLOOR
Hourly Rate Amount (PHP)
- ₱2,415,834.19
₱2,415,834.19
Hourly Rate Amount (PHP)
₱241,583.42 ₱241,583.42
₱241,583.42
₱2,657,417.60
1.00
₱2,657,417.60
Unit Cost Amount (PHP)
₱5,111.61 ₱235,134.06
₱5,111.61 ₱1,101,347.49
₱68,500.00 ₱1,575,500.00
₱5,111.61 ₱592,946.76
₱1,733.00 ₱95,315.00
₱11,760.00 ₱35,280.00
₱48,700.00 ₱97,400.00
₱3,802.00 ₱33,457.60
₱2,050.00 ₱18,450.00
₱24,700.00 ₱395,200.00
₱24,700.00 ₱148,200.00
₱1,733.00 ₱54,589.50
₱2,679.00 ₱80,370.00
₱6,650.00 ₱113,050.00
₱3,660.00 ₱161,040.00
₱1,835.00 ₱631,240.00
₱161,055.61 ₱161,055.61
₱5,368,520.41
₱8,025,938.01
G ₱963,112.56
G ₱642,075.04
(G+H+I) ₱481,556.28
(G+H+I+J) ₱10,112,681.90
CATION OF EMERGENCY STAIR RAILINGS
Hourly Rate Amount (PHP)
₱134.93 ₱13,627.93
₱129.00 ₱26,058.00
₱99.99 ₱30,296.97
₱66.93 ₱27,039.72
₱97,022.62
Hourly Rate Amount (PHP)
₱371.00 ₱74,942.00
₱297.00 ₱59,994.00
₱9,702.26 ₱9,702.26
₱144,638.26
₱241,660.88
50
₱48.15
Unit Cost Amount (PHP)
₱1,540.00 ₱743,820.00
₱650.00 ₱475,800.00
₱18,295.00 ₱182,950.00
₱110.00 ₱77,000.00
₱2,400.00 ₱199,200.00
₱33,575.40 ₱33,575.40
₱1,712,345.40
₱1,954,006.28
G ₱234,480.75
G ₱156,320.50
(G+H+I) ₱117,240.38
(G+H+I+J) ₱2,462,047.92
Total Unit Cost
#NAME? GANG SIZE HOURS
₱277,063.92 10 16
₱12,932.07 3 8
₱345,635.45 10 80
₱229,582.08 8 24
₱585,101.41 3 107.06
₱1,565,225.91 3 5.9
₱1,111,420.04 9 90
₱830,329.14
₱2,888,675.79
₱2,888,675.79
₱93,038.40
₱93,038.40
₱1,028,822.79
₱1,028,822.79
₱133,497.86
₱5,040.00
₱14,560,076.26
₱14,560,076.26
₱0.00
₱0.00
₱1,190,887.75
₱1,111,420.04
₱1,565,225.91
₱194,454.23
₱2,888,675.79
₱93,038.40
₱1,028,822.79
₱133,497.86
₱14,560,076.26
₱111,442.49
₱1,190,887.75
₱1,190,887.75
₱1,190,887.75
₱1,190,887.75
₱194,454.23
₱194,454.23
₱216,762.39
₱279,159.82
₱737,503.30
₱452,911.56
₱216,762.39
₱105,031.53
₱1,028,822.79
₱14,560,076.26
#NAME?
#NAME?
#NAME?
#NAME?
#NAME?
#NAME?
#NAME?
#NAME?
#NAME?
#NAME?
#NAME?
#NAME?
#NAME?
#NAME?
#NAME?
#NAME?
#NAME?
#NAME?
#NAME?
#NAME?
#NAME?
₱0.00
₱0.00
₱0.00
DURATION
2
1
10
3
14
1
0
0
0
0
0
0
0
0
0
0
0
DETAILED UNIT PRICE ANALYSIS (DUPA
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
a. Foreman
b. Unskilled Labor
A Sub-total for A
Name & Capacity
Equipment:
a. Minor Tools (10% of labor cost)
B Sub-total for B
C Total (A+B)
D Output per hour (unit)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
PLYWOOD ORDINARY (0.0125m x 1.4m x 2.44m)
Tarpaulin
Assorted Lumber
Assorted CW Nails
F Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Item
a. Truck Mounted Crane
b. Excavator
c. Dump truck
d. Manpower
e. Permit and Clearance
f. Toll Fees and Miscellaneous
g. Utilities Connection
h. Barracks & Office
A Sub-total for A
Name & Capacity
Labor
a. Foreman
bHighly Skilled Operator
b. Unskilled Labor
B Sub-total for B
Name & Capacity
Equipment:
a. Minor Tools (10% of labor cost)
C Sub-total for C
D Total (A+B+C)
E Output per hour (unit)
F Direct Unit Cost (Price per unit)
Name & Specification
Materials
G Sub-total for G
H Direct Unit Cost (C+F)
I Overhead, Contigencies and Miscellaneous (OCM)
J Contractor's Profit (CP)
K Value Added Tax (VAT)
L Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
a. Foreman
b. Skilled Laborer
b. Unskilled Labor
A Sub-total for A
Name & Capacity
Equipment:
a. One Bagger Mixer
b. Water Truck
c. Minor Tools (10% of labor cost)
B Sub-total for B
C Total (A+B)
D Output per hour (unit)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
I. Earthworks
a. Gravel Bedding
b. SelectedFill
c. Soil Poisoning
II. Concrete Works
a.Portland Cement
b. Crushed Gravel
c. Washed Sand
III. Reinforcing Bar
a. Deformed Round Bar Grade 40
b. GI Tie Wire #16
IV. Formworks
Ordinary Plywoord
Cocolumber (2''x3"x12)
CWN Assorted
V. Masonry Works
CHB 6" tck
Portland Cement
Washed Sand
10mm dia. x 6 RSB
GI Tie Wire #16
VI. DoorsCore
a. Hollow and Windows
Flush type swing door complete with accessories.
0.90m.x2.1m.
Jalousie Window, 1.4m.x1.2m
Jalousie Window, 2.8m.x1.2m.
F Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
a. Foreman
A
b. Unskilled Labor
Sub-total for A
Name & Capacity
Equipment:
B a. Minor Tools (10% of labor cost)
Sub-total for B
C Total (A+B)
D Output per hour (unit)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
a. Surveyor
A b. Assistant Surveyor
c. Laborer/Helper
Sub-total for A
Name & Capacity
Equipment:
a.Total Station/Transit Rental
b. GPS Equipment Rental
B c. Measuring Tools (Level Rod, Tape)
Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F
-
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
a. Foreman
A b. Highly Skilled Operator
c. Unskilled Labor
Sub-total for A
Name & Capacity
Equipment:
a. Excavator 0.8 cu.m. bucket
b. Minor Tools (10% of labor cost)
B
Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F
-
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
A
Labor
a. Foreman
A b. Skilled Labor
b. Unskilled Labor
Sub-total for A
Name & Capacity
Equipment:
a. Plate Compactor
b. Excavator 0.3 cu.m. bucket
B
c. Water Truck/Pump
b. Minor Tools (10% of labor cost)
Sub-total for B
C Total (A+B)
D Output per hour (unit)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F GRAVEL G1
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
a. Foreman
A b. Skilled Labor
c. Unskilled Labor
Sub-total for A
Name & Capacity
Equipment:
a. Minor Tools (10% of labor cost)
B
Sub-total for B
C Total (A+B)
D Output per hour
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
READY MIX CONCRETE 3000PSI @ 14 DAYS
GRAVEL G1
25mm D Stainless Steel Ladder Rung
3-ply Membrane Waterproofing
F
Stainless Steel Manhole cover
100 mm HDPE Perforated Pipe PN20
Bituline Membrane
Cementitious Tanking Compound 16L
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
a. Foreman
A b. Skilled Labor
c. Unskilled Labor
Sub-total for A
Name & Capacity
B
Equipment:
a. Minor Tools (10% of labor cost)
B
Sub-total for B
C Total (A+B)
D Output per hour
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
READY MIX CONCRETE 3000PSI @ 14 DAYS
PVC Board (18mmx1.2mx2.44m)
Cocolumber (2''x3"x12)
F CWN Assorted
Reinforcing Steel bars Plain Grade 60
GI Tie Wire
150mm PVC Pipe
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
a. Foreman
A b. Skilled Labor
c. Unskilled Labor
Sub-total for A
Name & Capacity
Equipment:
a. Minor Tools (10% of labor cost)
B
B
Sub-total for B
C Total (A+B)
D Output per hour
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
GRAVEL G1
READY MIX CONCRETE 3000PSI @ 14 DAYS
PVC Board (18mmx1.2mx2.44m)
Cocolumber (2''x3"x12)
F
CWN Assorted
PVC PIPES (151mm D)
PVC TEE (151mm D)
150mm D Brass Clean Out
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
a. Foreman
A b. Skilled Labor
c. Unskilled Labor
Sub-total for A
Name & Capacity
Equipment:
a. H-frame set w/ catwalk
B b. Minor Tools (10% of labor cost)
B
Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
a. Foreman
A b. Steelman
c. Unskilled Labor
Sub-total for A
Name & Capacity
Equipment:
Bar Cutter
Bar Bender
B
b. Minor Tools (10% of labor cost)
Sub-total for B
C Total (A+B)
D Output per hour (unit)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
Reinforcing Steel bars Plain Grade 60
F Reinforcing Steel bars Deformed Grade 60
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
a. Foreman
A b. Steelman
c. Unskilled Labor
Sub-total for A
Name & Capacity
Equipment:
b. Minor Tools (10% of labor cost)
B
Sub-total for B
C Total (A+B)
D Output per hour (unit)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
G.I Wire #16
F
F
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
a. Foreman
A b. Skilled Labor
c. Unskilled Labor
Sub-total for A
Name & Capacity
Equipment:
a. Minor Tools (10% of labor cost)
B
Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
PVC Board (18mmx1.2mx2.44m)
F Cocolumber (2''x3"x12)
CWN Assorted
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
a. Foreman
A b. Skilled Labor
c. Unskilled Labor
Sub-total for A
Name & Capacity
Equipment:
a. Minor Tools (10% of labor cost)
B
Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F CWN Assorted
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
a. Foreman
A b. Skilled Labor
c. Unskilled Labor
Sub-total for A
Name & Capacity
Equipment:
a.Concrete Vibrator
b. Concrete Pump Trailer Mounted
c. Boom Concrete Pump
B d. Minor Tools (10% of labor cost)
Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
READY MIX CONCRETE 4000PSI @ 14 DAYS
F
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
A
Labor
a. Foreman
A b. Skilled Labor
c. Unskilled Labor
Sub-total for A
Name & Capacity
Equipment:
a. Minor Tools (10% of labor cost)
B
Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
a. Foreman
A b. Highly Skilled Operator
c. Unskilled Labor
Sub-total for A
Name & Capacity
Equipment:
B
a. Excavator 0.8 cu.m. bucket
b. Vibratory Roller
b. Minor Tools (10% of labor cost)
B
Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F a. Common Borrow
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
a. Foreman
b. Steelman
c. Unskilled Labor
A Sub-total for A
Name & Capacity
Equipment:
Bar Cutter
Bar Bender
Minor Tools (10% of Labor Cost)
B
B Sub-total for B
C Total (A+B)
D Output per hour (unit)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
Reinforcing Steel bars Plain Grade 60
G.I Wire #16
Consumables (5% of material Cost)
F Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
a. Foreman
A b. Skilled Labor
c. Unskilled Labor
Sub-total for A
Name & Capacity
Equipment:
a. Minor Tools (10% of labor cost)
B
Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
PVC Board (18mmx1.2mx2.44m)
F Cocolumber (2''x3"x12)
CWN Assorted
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
a. Foreman
b. Skilled Labor
c. Unskilled Labor
A Sub-total for A
Name & Capacity
Equipment:
a. Minor Tools (10% of labor cost)
B Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
G.I. PIPES (50mm D)
G.I. TEE, BANDED (50mm D)
G.I UNIONS, FLAT SEAT (50mm D)
G.I REDUCER (25.4mm D)
G.I. COUPLING ELBOW (50mm D)
BRONZE FAUCETS (12.7mm D)
GATE VALVE 25MM DIA
FLOOR DRAIN
TEFFLON TAPE
WATER METER
F Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
a. Foreman
b. Skilled Labor
c. Unskilled Labor
A Sub-total for A
Name & Capacity
Equipment:
a. Minor Tools (10% of labor cost)
B Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
PVC PIPES (202mm D)
PVC PIPES (151mm D)
PVC PIPES (101mm D)
PVC PIPES (76mm D)
PVC PIPES (50mm D)
PVC TEE (50mm D)
PVC 45deg. (3mm BEND x 50mm)
PVC 45deg. (3mm BEND x 76mm)
PVC 45deg. (3mm BEND x 101mm)
PVC 90deg (3mm BEND x 50mm)
PVC 90deg (3mm BEND x 76mm)
PVC 90deg (3mm BEND x 101mm)
PVC P-TRAP W/ PLUG & SEALING RING (50mm)
PVC P-TRAP W/ PLUG & SEALING RING (76mm)
PVC CLEAN-OUT W/ PLUG & SEALING RING (101mm)
PVC 45deg. SINGLE BRANCH, WYE (101mm x 50mm)
PVC 45deg. SINGLE BRANCH, WYE (101mm x 76mm)
PVC 45deg. SINGLE BRANCH, WYE (101mm x 101mm)
SOLVENT
F Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
a. Foreman
b. Skilled Labor
c. Unskilled Labor
A Sub-total for A
Name & Capacity
Equipment:
B
a. Minor Tools (10% of labor cost)
B Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (C/D)
Name & Specification
Materials
15mm dia. IMC
20mm dia. IMC
25mm dia. IMC
32mm dia. IMC
50mm dia. IMC
80mm dia. IMC
F Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
a. Foreman
b. Skilled Labor
c. Unskilled Labor
A Sub-total for A
Name & Capacity
Equipment:
a. Minor Tools (10% of labor cost)
B
B Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (C/D)
Name & Specification
Materials
ELECTRIC WIRES THWN/THHN 2.0 mm2
ELECTRIC WIRES THWN/THHN 3.5 mm2
ELECTRIC WIRES THWN/THHN 5.5 mm2
ELECTRIC WIRES THWN/THHN 8.00 mm2
ELECTRIC WIRES THWN/THHN 14 mm2
ELECTRIC WIRES THWN/THHN 22 mm2
ELECTRIC WIRES THWN/THHN 30 mm2
ELECTRIC WIRES THWN/THHN 60 mm2
ELECTRIC WIRES THWN/THHN 100 mm2
ELECTRIC WIRES THWN/THHN 125 mm2
ELECTRIC WIRES THWN/THHN 250 mm2
Consumables (5% of Material Cost)
F Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
a. Foreman
A b. Skilled Labor
c. Unskilled Labor
Sub-total for A
Name & Capacity
B
Equipment:
a. Minor Tools (10% of labor cost)
B
Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F CWN Assorted
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
a. Foreman
b. Skilled Labor
c. Unskilled Labor
A Sub-total for A
Name & Capacity
Equipment:
a.Concrete Vibrator
b. Concrete Pump Trailer Mounted
c. Boom Concrete Pump
d. Minor Tools (10% of labor cost)
B
B Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
READY MIX CONCRETE3500PSI @ 14 DAYS
F Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
a. Foreman
A b. Skilled Labor
c. Unskilled Labor
Sub-total for A
Name & Capacity
Equipment:
a. Minor Tools (10% of labor cost)
B
Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F
F
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
a. Foreman
A b. Steelman
c. Unskilled Labor
Sub-total for A
Name & Capacity
Equipment:
Bar Cutter
Bar Bender
B
a. Minor Tools (10% of labor cost)
Sub-total for B
C Total (A+B)
D Output per hour (unit)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
Reinforcing Steel bars Plain Grade 60
F Reinforcing Steel bars Deformed Grade 60
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
a. Foreman
A b. Steelman
c. Unskilled Labor
Sub-total for A
Name & Capacity
Equipment:
a. Minor Tools (10% of labor cost)
B
Sub-total for B
C Total (A+B)
D Output per hour (unit)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
G.I Wire #16
F
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
a. Foreman
A b. Steelman
c. Unskilled Labor
Sub-total for A
Name & Capacity
Equipment:
Bar Cutter
Bar Bender
B
Minor Tools (10% of labor cost)
Sub-total for B
C Total (A+B)
D Output per hour (unit)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
Reinforcing Steel bars Plain Grade 60
F Reinforcing Steel bars Deformed Grade 60
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
a. Foreman
A b. Steelman
c. Unskilled Labor
Sub-total for A
Name & Capacity
Equipment:
a. Minor Tools (10% of labor cost)
B
Sub-total for B
C Total (A+B)
D Output per hour (unit)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
G.I Wire #16
F
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
a. Foreman
A b. Steelman
c. Unskilled Labor
Sub-total for A
Name & Capacity
Equipment:
Bar Cutter
Bar Bender
B
a. Minor Tools (10% of labor cost)
Sub-total for B
C Total (A+B)
D Output per hour (unit)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
Reinforcing Steel bars Plain Grade 60
F G.I Wire #16
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
a. Foreman
b. Skilled Labor
c. Unskilled Labor
A Sub-total for A
Name & Capacity
Equipment:
a. Minor Tools (10% of labor cost)
B
B Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
G.I. PIPES (50mm D)
G.I UNIONS, FLAT SEAT (50mm D)
G.I REDUCER (25.4mm D)
G.I. COUPLING ELBOW (50mm D)
BRONZE FAUCETS (12.7mm D)
GATE VALVE 25MM DIA
FLOOR DRAIN
TEFFLON TAPE
F Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
a. Foreman
b. Skilled Labor
c. Unskilled Labor
A Sub-total for A
Name & Capacity
Equipment:
a. Minor Tools (10% of labor cost)
B Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
PVC PIPES (202mm D)
PVC PIPES (151mm D)
PVC PIPES (101mm D)
PVC PIPES (76mm D)
PVC PIPES (50mm D)
PVC TEE (50mm D)
PVC 45deg. (3mm BEND x 50mm)
PVC 45deg. (3mm BEND x 76mm)
PVC 45deg. (3mm BEND x 101mm)
PVC 90deg (3mm BEND x 50mm)
PVC 90deg (3mm BEND x 76mm)
PVC 90deg (3mm BEND x 101mm)
PVC P-TRAP W/ PLUG & SEALING RING (50mm)
PVC P-TRAP W/ PLUG & SEALING RING (76mm)
PVC CLEAN-OUT W/ PLUG & SEALING RING (101mm)
PVC 45deg. SINGLE BRANCH, WYE (101mm x 50mm)
PVC 45deg. SINGLE BRANCH, WYE (101mm x 76mm)
PVC 45deg. SINGLE BRANCH, WYE (101mm x 101mm)
SOLVENT
F Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
a. Foreman
A
b. Skilled Labor
c. Unskilled Labor
A Sub-total for A
Name & Capacity
Equipment:
a. Minor Tools (10% of labor cost)
B Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (C/D)
Name & Specification
Materials
15mm dia. IMC
20mm dia. IMC
25mm dia. IMC
32mm dia. IMC
50mm dia. IMC
80mm dia. IMC
F Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
a. Foreman
b. Skilled Labor
c. Unskilled Labor
A
A Sub-total for A
Name & Capacity
Equipment:
a. Minor Tools (10% of labor cost)
B Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (C/D)
Name & Specification
Materials
ELECTRIC WIRES THWN/THHN 2.0 mm2
ELECTRIC WIRES THWN/THHN 3.5 mm2
ELECTRIC WIRES THWN/THHN 5.5 mm2
ELECTRIC WIRES THWN/THHN 8.00 mm2
ELECTRIC WIRES THWN/THHN 14 mm2
ELECTRIC WIRES THWN/THHN 22 mm2
ELECTRIC WIRES THWN/THHN 30 mm2
ELECTRIC WIRES THWN/THHN 100 mm2
ELECTRIC WIRES THWN/THHN 125 mm2
Consumables (5% of Material Cost)
F Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
a. Foreman
A b. Skilled Labor
A
c. Unskilled Labor
Sub-total for A
Name & Capacity
Equipment:
a. Minor Tools (10% of labor cost)
B
Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
PVC Board (18mmx1.2mx2.44m)
F Cocolumber (2''x3"x12)
CWN Assorted
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
a. Foreman
A b. Skilled Labor
c. Unskilled Labor
Sub-total for A
Name & Capacity
Equipment:
a. Minor Tools (10% of labor cost)
B
B
Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F CWN Assorted
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
a. Foreman
A b. Skilled Labor
c. Unskilled Labor
Sub-total for A
Name & Capacity
Equipment:
a.Concrete Vibrator
b. Concrete Pump Trailer Mounted
c. Boom Concrete Pump
B d. Minor Tools (10% of labor cost)
Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
READY MIX CONCRETE 4000PSI @ 14 DAYS
F
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
a. Foreman
A b. Skilled Labor
c. Unskilled Labor
Sub-total for A
Name & Capacity
Equipment:
a.Concrete Vibrator
b. Concrete Pump Trailer Mounted
c. Boom Concrete Pump
B d. Minor Tools (10% of labor cost)
Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
READY MIX CONCRETE 4000PSI @ 14 DAYS
F
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
a. Foreman
A b. Skilled Labor
c. Unskilled Labor
Sub-total for A
Name & Capacity
Equipment:
a. Minor Tools (10% of labor cost)
B
Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
a. Foreman
A b. Steelman
c. Unskilled Labor
Sub-total for A
Name & Capacity
Equipment:
Bar Cutter
Bar Bender
B
a. Minor Tools (10% of labor cost)
Sub-total for B
C Total (A+B)
D Output per hour (unit)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
Reinforcing Steel bars Plain Grade 60
F Reinforcing Steel bars Deformed Grade 60
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
a. Foreman
A b. Steelman
c. Unskilled Labor
Sub-total for A
Name & Capacity
Equipment:
a. Minor Tools (10% of labor cost)
B
Sub-total for B
C Total (A+B)
D Output per hour (unit)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
G.I Wire #16
F
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
a. Foreman
A b. Steelman
c. Unskilled Labor
Sub-total for A
Name & Capacity
Equipment:
Bar Cutter
Bar Bender
B
a. Minor Tools (10% of labor cost)
Sub-total for B
C Total (A+B)
D Output per hour (unit)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
Reinforcing Steel bars Plain Grade 60
F Reinforcing Steel bars Deformed Grade 60
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A
a. Foreman
A b. Steelman
c. Unskilled Labor
Sub-total for A
Name & Capacity
Equipment:
a. Minor Tools (10% of labor cost)
B
Sub-total for B
C Total (A+B)
D Output per hour (unit)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
G.I Wire #16
F
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
a. Foreman
A b. Steelman
c. Unskilled Labor
Sub-total for A
Name & Capacity
Equipment:
B
Bar Cutter
Bar Bender
B
Sub-total for B
C Total (A+B)
D Output per hour (unit)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
Reinforcing Steel bars Plain Grade 60
F G.I Wire #16
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
a. Foreman
b. Skilled Labor
c. Unskilled Labor
A Sub-total for A
Name & Capacity
Equipment:
a. Minor Tools (10% of labor cost)
B Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
G.I. PIPES (50mm D)
G.I UNIONS, FLAT SEAT (50mm D)
G.I REDUCER (25.4mm D)
G.I. COUPLING ELBOW (50mm D)
BRONZE FAUCETS (12.7mm D)
GATE VALVE 25MM DIA
FLOOR DRAIN
TEFFLON TAPE
F Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
a. Foreman
b. Skilled Labor
c. Unskilled Labor
A Sub-total for A
Name & Capacity
Equipment:
a. Minor Tools (10% of labor cost)
B Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
PVC PIPES (202mm D)
PVC PIPES (151mm D)
PVC PIPES (101mm D)
PVC PIPES (76mm D)
PVC PIPES (50mm D)
PVC TEE (50mm D)
PVC 45deg. (3mm BEND x 50mm)
PVC 45deg. (3mm BEND x 76mm)
PVC 45deg. (3mm BEND x 101mm)
PVC 90deg (3mm BEND x 50mm)
PVC 90deg (3mm BEND x 76mm)
PVC 90deg (3mm BEND x 101mm)
PVC P-TRAP W/ PLUG & SEALING RING (50mm)
PVC P-TRAP W/ PLUG & SEALING RING (76mm)
PVC CLEAN-OUT W/ PLUG & SEALING RING (101mm)
PVC 45deg. SINGLE BRANCH, WYE (101mm x 50mm)
PVC 45deg. SINGLE BRANCH, WYE (101mm x 76mm)
PVC 45deg. SINGLE BRANCH, WYE (101mm x 101mm)
SOLVENT
F Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
a. Foreman
b. Skilled Labor
c. Unskilled Labor
A
A Sub-total for A
Name & Capacity
Equipment:
a. Minor Tools (10% of labor cost)
B Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (C/D)
Name & Specification
Materials
15mm dia. IMC
20mm dia. IMC
25mm dia. IMC
32mm dia. IMC
50mm dia. IMC
80mm dia. IMC
F Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
a. Foreman
b. Skilled Labor
c. Unskilled Labor
A Sub-total for A
Name & Capacity
Equipment:
a. Minor Tools (10% of labor cost)
B Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (C/D)
Name & Specification
Materials
ELECTRIC WIRES THWN/THHN 2.0 mm2
ELECTRIC WIRES THWN/THHN 3.5 mm2
ELECTRIC WIRES THWN/THHN 5.5 mm2
ELECTRIC WIRES THWN/THHN 8.00 mm2
ELECTRIC WIRES THWN/THHN 14 mm2
ELECTRIC WIRES THWN/THHN 22 mm2
ELECTRIC WIRES THWN/THHN 30 mm2
ELECTRIC WIRES THWN/THHN 60 mm2
ELECTRIC WIRES THWN/THHN 100 mm2
ELECTRIC WIRES THWN/THHN 125 mm2
Consumables (5% of Material Cost)
F Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
a. Foreman
A b. Skilled Labor
c. Unskilled Labor
A
Sub-total for A
Name & Capacity
Equipment:
a. Minor Tools (10% of labor cost)
B
Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
PVC Board (18mmx1.2mx2.44m)
F Cocolumber (2''x3"x12)
CWN Assorted
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
a. Foreman
A b. Skilled Labor
c. Unskilled Labor
Sub-total for A
Name & Capacity
Equipment:
a. Minor Tools (10% of labor cost)
B
B
Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F CWN Assorted
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
a. Foreman
A b. Skilled Labor
c. Unskilled Labor
Sub-total for A
Name & Capacity
Equipment:
a.Concrete Vibrator
b. Concrete Pump Trailer Mounted
c. Boom Concrete Pump
B d. Minor Tools (10% of labor cost)
Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
READY MIX CONCRETE 4000PSI @ 14 DAYS
F
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
a. Foreman
A b. Skilled Labor
c. Unskilled Labor
Sub-total for A
Name & Capacity
Equipment:
a.Concrete Vibrator
b. Concrete Pump Trailer Mounted
c. Boom Concrete Pump
B d. Minor Tools (10% of labor cost)
Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
READY MIX CONCRETE 4000PSI @ 14 DAYS
F
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
a. Foreman
A b. Skilled Labor
c. Unskilled Labor
Sub-total for A
Name & Capacity
Equipment:
a. Minor Tools (10% of labor cost)
B
Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
a. Foreman
A b. Steelman
c. Unskilled Labor
Sub-total for A
Name & Capacity
Equipment:
Bar Cutter
Bar Bender
B
a. Minor Tools (10% of labor cost)
Sub-total for B
C Total (A+B)
D Output per hour (unit)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
Reinforcing Steel bars Plain Grade 60
F Reinforcing Steel bars Deformed Grade 60
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
a. Foreman
A b. Steelman
c. Unskilled Labor
Sub-total for A
Name & Capacity
Equipment:
a. Minor Tools (10% of labor cost)
B
Sub-total for B
C Total (A+B)
D Output per hour (unit)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
G.I Wire #16
F
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
a. Foreman
A b. Steelman
c. Unskilled Labor
Sub-total for A
Name & Capacity
Equipment:
Bar Cutter
Bar Bender
B
a. Minor Tools (10% of labor cost)
Sub-total for B
C Total (A+B)
D Output per hour (unit)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
Reinforcing Steel bars Plain Grade 60
F Reinforcing Steel bars Deformed Grade 60
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
a. Foreman
A
A b. Steelman
c. Unskilled Labor
Sub-total for A
Name & Capacity
Equipment:
a. Minor Tools (10% of labor cost)
B
Sub-total for B
C Total (A+B)
D Output per hour (unit)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
G.I Wire #16
F
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
a. Foreman
A b. Steelman
c. Unskilled Labor
Sub-total for A
Name & Capacity
Equipment:
Bar Cutter
B
Bar Bender
B
a. Minor Tools (10% of labor cost)
Sub-total for B
C Total (A+B)
D Output per hour (unit)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
Reinforcing Steel bars Plain Grade 60
F G.I Wire #16
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
a. Foreman
b. Skilled Labor
c. Unskilled Labor
A Sub-total for A
Name & Capacity
Equipment:
a. Minor Tools (10% of labor cost)
B Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
G.I. PIPES (50mm D)
G.I UNIONS, FLAT SEAT (50mm D)
G.I REDUCER (25.4mm D)
G.I. COUPLING ELBOW (50mm D)
BRONZE FAUCETS (12.7mm D)
GATE VALVE 25MM DIA
FLOOR DRAIN
TEFFLON TAPE
F Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
a. Foreman
b. Skilled Labor
c. Unskilled Labor
A Sub-total for A
Name & Capacity
Equipment:
a. Minor Tools (10% of labor cost)
B Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
PVC PIPES (202mm D)
PVC PIPES (151mm D)
PVC PIPES (101mm D)
PVC PIPES (76mm D)
PVC PIPES (50mm D)
PVC TEE (50mm D)
PVC 45deg. (3mm BEND x 50mm)
PVC 45deg. (3mm BEND x 76mm)
PVC 45deg. (3mm BEND x 101mm)
PVC 90deg (3mm BEND x 50mm)
PVC 90deg (3mm BEND x 76mm)
PVC 90deg (3mm BEND x 101mm)
PVC P-TRAP W/ PLUG & SEALING RING (50mm)
PVC P-TRAP W/ PLUG & SEALING RING (76mm)
PVC CLEAN-OUT W/ PLUG & SEALING RING (101mm)
PVC 45deg. SINGLE BRANCH, WYE (101mm x 50mm)
PVC 45deg. SINGLE BRANCH, WYE (101mm x 76mm)
PVC 45deg. SINGLE BRANCH, WYE (101mm x 101mm)
SOLVENT
F Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
a. Foreman
b. Skilled Labor
c. Unskilled Labor
A
A Sub-total for A
Name & Capacity
Equipment:
a. Minor Tools (10% of labor cost)
B Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (C/D)
Name & Specification
Materials
15mm dia. IMC
20mm dia. IMC
25mm dia. IMC
32mm dia. IMC
50mm dia. IMC
80mm dia. IMC
F Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
a. Foreman
b. Skilled Labor
c. Unskilled Labor
A Sub-total for A
Name & Capacity
B
Equipment:
a. Minor Tools (10% of labor cost)
B Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (C/D)
Name & Specification
Materials
ELECTRIC WIRES THWN/THHN 2.0 mm2
ELECTRIC WIRES THWN/THHN 3.5 mm2
ELECTRIC WIRES THWN/THHN 5.5 mm2
ELECTRIC WIRES THWN/THHN 8.00 mm2
ELECTRIC WIRES THWN/THHN 14 mm2
ELECTRIC WIRES THWN/THHN 22 mm2
ELECTRIC WIRES THWN/THHN 30 mm2
ELECTRIC WIRES THWN/THHN 60 mm2
ELECTRIC WIRES THWN/THHN 100 mm2
ELECTRIC WIRES THWN/THHN 125 mm2
Consumables (5% of Material Cost)
F Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
a. Foreman
A b. Skilled Labor
c. Unskilled Labor
A
Sub-total for A
Name & Capacity
Equipment:
a. Minor Tools (10% of labor cost)
B
Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
PVC Board (18mmx1.2mx2.44m)
F Cocolumber (2''x3"x12)
CWN Assorted
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
a. Foreman
A b. Skilled Labor
c. Unskilled Labor
Sub-total for A
Name & Capacity
Equipment:
a. Minor Tools (10% of labor cost)
B
B
Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F CWN Assorted
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
a. Foreman
A b. Skilled Labor
c. Unskilled Labor
Sub-total for A
Name & Capacity
Equipment:
a.Concrete Vibrator
b. Concrete Pump Trailer Mounted
c. Boom Concrete Pump
B d. Minor Tools (10% of labor cost)
Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
READY MIX CONCRETE 4000PSI @ 14 DAYS
F
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
a. Foreman
A b. Skilled Labor
c. Unskilled Labor
Sub-total for A
Name & Capacity
Equipment:
a.Concrete Vibrator
b. Concrete Pump Trailer Mounted
c. Boom Concrete Pump
B d. Minor Tools (10% of labor cost)
Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
F
Materials
READY MIX CONCRETE 4000PSI @ 14 DAYS
F
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
a. Foreman
A b. Skilled Labor
c. Unskilled Labor
Sub-total for A
Name & Capacity
Equipment:
a. Minor Tools (10% of labor cost)
B
Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
a. Foreman
A b. Steelman
c. Unskilled Labor
Sub-total for A
Name & Capacity
Equipment:
Bar Cutter
Bar Bender
B
a. Minor Tools (10% of labor cost)
Sub-total for B
C Total (A+B)
D Output per hour (unit)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
Reinforcing Steel bars Plain Grade 60
F Reinforcing Steel bars Deformed Grade 60
Consumable (5% of Material Cost)
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
a. Foreman
A b. Steelman
c. Unskilled Labor
Sub-total for A
Name & Capacity
Equipment:
a. Minor Tools (10% of labor cost)
B
Sub-total for B
C Total (A+B)
D Output per hour (unit)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
G.I Wire #16
F
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
a. Foreman
A b. Steelman
c. Unskilled Labor
Sub-total for A
Name & Capacity
Equipment:
Bar Cutter
Bar Bender
B
a. Minor Tools (10% of labor cost)
Sub-total for B
C Total (A+B)
D Output per hour (unit)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
Reinforcing Steel bars Plain Grade 60
F G.I Wire #16
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
a. Foreman
A b. Skilled Labor
A
c. Unskilled Labor
Sub-total for A
Name & Capacity
Equipment:
a. Minor Tools (10% of labor cost)
B
Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
PVC Board (18mmx1.2mx2.44m)
F Cocolumber (2''x3"x12)
CWN Assorted
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
a. Foreman
A b. Skilled Labor
c. Unskilled Labor
Sub-total for A
Name & Capacity
Equipment:
a. Minor Tools (10% of labor cost)
B
B
Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F CWN Assorted
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
a. Foreman
A b. Skilled Labor
c. Unskilled Labor
Sub-total for A
Name & Capacity
Equipment:
a.Concrete Vibrator
b. Concrete Pump Trailer Mounted
c. Boom Concrete Pump
B d. Minor Tools (10% of labor cost)
Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
READY MIX CONCRETE 4000PSI @ 14 DAYS
F
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
a. Foreman
A b. Skilled Labor
c. Unskilled Labor
Sub-total for A
Name & Capacity
Equipment:
a. Minor Tools (10% of labor cost)
B
Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F
F
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
a. Foreman
A b. Skilled Labor
c. Unskilled Labor
Sub-total for A
Name & Capacity
Equipment:
a. Minor Tools (10% of labor cost)
B
Sub-total for B
C Total (A+B)
D Output per hour (sq.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
CHB 6"
CHB 4"
Sand S1
F Portland Cement 40 kg
G.I Tie Wires #16
Deformed Bars 10mm dia. x 12 m
Consumables (5% of Material Cost)
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
a. Foreman
b. Welder
A
b. Skilled Labor
c. Unskilled Labor
Sub-total for A
Name & Capacity
Equipment:
a. Welding Machine
b. Cut-Off
c. Minor Tools (10% of labor cost)
B
Sub-total for B
C Total (A+B)
D Output per hour (kg)
E Direct Unit Cost (C/D)
Name & Specification
Materials
50mm D G.I. Pipe Sched 40
25mm D G.I. Pipe Sched 40
Steel Plate (3mm THK)
F Welding Rod
Cutting Wheel
Consumables (2% Materials Cost)
F
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
a. Foreman
A b. Skilled Labor
c. Unskilled Labor
Sub-total for A
Name & Capacity
Equipment:
a. Minor Tools (10% of labor cost)
B
Sub-total for B
C Total (A+B)
D Output per hour (sq.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
Cementitious Waterproofing 16L
Portland Cemet 40 kg
F
Paint Brush
Consumables (5% Materials Cost)
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
a. Foreman
b. Skilled Labor
c. Unskilled Labor
A Sub-total for A
Name & Capacity
Equipment:
a. Minor Tools (10% of labor cost)
B Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (C/D)
Name & Specification
Materials
15A Circuit Breaker
20A Circuit Breaker
30A Circuit Breaker
40A Circuit Breaker
50A Circuit Breaker
60A Circuit Breaker
100A Circuit Breaker
175A Circuit Breaker
225A Circuit Breaker
4- Branch Panel Board
6- Branch Panel Board
16- Branch Panel Board
18- Branch Panel Board
F
22- Branch Panel Board
28- Branch Panel Board
F Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
a. Foreman
A b. Skilled Labor
c. Unskilled Labor
Sub-total for A
Name & Capacity
Equipment:
a. Minor Tools (10% of labor cost)
B
Sub-total for B
C Total (A+B)
D Output per hour (sq.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
Portland Cement 40 kg
F
Sand S1
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
a. Foreman
A b. Skilled Labor
c. Unskilled Labor
Sub-total for A
Name & Capacity
Equipment:
a. Minor Tools (10% of labor cost)
B
Sub-total for B
C Total (A+B)
D Output per hour (sq.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
Gypsum Board 12mm thk. (4' x 10')
Hardiflex Board 3.5mm thk.
Hardiflex Screw
Carrying Channel 0.6mm thk. x 5m
Double Furring Channel 0.6mm thk. x 5m
F Double Furring Clip
Blind Rivets
Concrete Nail
Drill Bit (5/8" stainless)
Mesh Tape 2" x 230'
Gypsum screw 1-1/2" - 1000
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
a. Foreman
b. Skilled Labor
c. Unskilled Labor
A Sub-total for A
Name & Capacity
Equipment:
a. Minor Tools (10% of labor cost)
B Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (C/D)
Name & Specification
Materials
DUPLEX CONVENIENCE OUTLET
DUPLEX FLOOR OUTLET (POP-OUT)
LED Recessed Light
Troffer Light
Single Switch
Duplex Switch
Triplex Switch
Consumables (5% Materials Cost)
F Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
a. Installer
A
b. Helper
Sub-total for A
Name & Capacity
Equipment:
a. Minor Tools (10% of labor cost)
B
Sub-total for B
C Total (A+B)
D Output per hour
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
WATER CLOSET INCLUDING FITTINGS AND ACC.
(ELONGATED)
WATER CLOSET AMERICAN
INCLUDINGSTD OR EQUIVALENT
FITTINGS AND ACC. (ROUND)
AMERICAN STD OR EQUIVALENT
LAVATORY INCLUDING FITTINGS AND ACC. AMERICAN STD
F OR EQUIVALENT
URINAL INCLUDING FITTINGS AND ACC. AMERICAN STD OR
EQUIVALENT
KITCHEN SINK
Consumables (1% Materials Cost)
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A
45% of Materials Cost
Sub-total for A
Name & Capacity
Equipment:
a. Minor Tools (10% of labor cost)
B
Sub-total for B
C Total (A+B)
D Output per hour (sq.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
Double Glass Door (2300x2500mm)
Double Glass Door (1800x2100)
Automatic Sliding Door Motor
Single Glass
Laminated DoorType
Flush (1150x2100mm)
Solid Core Door
(1200x2150mm)
Double Hygiene Hinged Door
Automated Roll UpType
Tanguile Paneled (3000x2500mm)
Door
(1100x2000mm)
F Wooden Flush Door (1000x2100mm)
FHC Shaft Door
Fire Exit Door
Laminated Flush Type Solid Core Door
(1000x2100mm)
Aluminum Bathroom Door Office Toilet
(800x2100mm)
PVC Moulded
Laminated Door (900x2100mm)
Phenolic Cubicle
Partition-Door Set
60cm x 60cm Awning Window
Consumables (3% Materials Cost)
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
a. Foreman
A b. Skilled Labor
c. Unskilled Labor
Sub-total for A
Name & Capacity
Equipment:
a. Minor Tools (10% of labor cost)
B
Sub-total for B
C Total (A+B)
D Output per hour (sq.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
Ceramic Tile 0.6m x 0.6m
Unglazed Tile 0.4m x 0.4m
F
White Cement Joint Filler 10 kg
Tile Adhesive 25 kg
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
a. Foreman
A b. Skilled Labor
c. Unskilled Labor
Sub-total for A
Name & Capacity
Equipment:
a. Minor Tools (10% of labor cost)
B
Sub-total for B
C Total (A+B)
D Output per hour (sq.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
Skimcoat 20 kg
Elastomeric Paint Primer 16L
Elastomeric Paint Base 16L
Flat Latex White 16L
Semi Gloss Latex
Gypsum Putty
Flatwall Enamel Primer
Epoxy Primer
F Quick Drying Enamel Black
Paint thinner
Roller Brush w/ Pan
Baby Roller
Paint Brush #4
Paint Brush #3
Paint Brush #2
Sanding Paper
Palette
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
a. Foreman
A b. Skilled Labor
c. Unskilled Labor
Sub-total for A
Name & Capacity
Equipment:
a. H-frame set w/ catwalk
B b. Minor Tools (10% of labor cost)
Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
a. Installer
A b. Helper
c. Technician
Sub-total for A
Name & Capacity
Equipment:
a. Minor Tools (10% of labor cost)
B
Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (C/D)
Name & Specification
Materials
Split Typle ACU 1.0 HP Inverter
Floor Standing ACU 1.0 HP
F
Exhaust Fan
Consumables (3% Materials Cost)
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
L.S. 50& of Materials
A Sub-total for A
Name & Capacity
Equipment:
a. H-Frame w/ Catwalk
b. Minor Tools (1% of labor cost)
B Sub-total for B
C Total (A+B)
D Output per hour
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
Single Impeler Jet Pump
Fire Hose Cabinet w/ Fire Extinguisher
Fire Alarm Annunciator 6" D
Sprinkler Head Nozzle
Smoke Detector
100mm x 50mm D G.I.Tee Sched 40
100mm D G.I. Pipe Sched 40
50mm D G.I. Pipe Sched 40
25mm D G.I. Pipe Sched 40
Fire Extinguising Agent Cylinder
4-Zone Control Panel
Consumables (3% Materials Cost)
F Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
a. Installer
A b. Helper
c. Sealant Applicator
Sub-total for A
Name & Capacity
Equipment:
a. Minor Tools (10% of labor cost)
B
Sub-total for B
C Total (A+B)
D Output per hour
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
Railing with 12mm thk Clear Tempered Glass x 0.8m H
12mm thk Clear Tempered Glass Wall
12mm thk Frosted Tempered Glass Wall
F
Light Blue Reflective Light Tempered Glass Curtain Wall System
Weather Srip
Silicone Sealant
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
a. Installer
A b. Helper
c. Technician
Sub-total for A
Name & Capacity
Equipment:
a. Minor Tools (10% of labor cost)
B
Sub-total for B
C Total (A+B)
D Output per hour
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
Deye SUN-30K-SG01HP3-EU-AM2
730W Monocrystaline Solar Panel
F
Adjustable Mounting Bracket (10-15 deg)
Consumables (5% Materials Cost)
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A
a. Foreman
b. Skilled Labor
c. Unskilled Labor
A Sub-total for A
Name & Capacity
Equipment:
a. Truck Mounted Crane
b. Minor Tools (10% of labor cost)
B Sub-total for B
C Total (A+B)
D Output per hour
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
Perforated Drainage Pipe ( 100 Dia. mm)
PVC PIPES (151mm D)
PVC TEE (151mm D)
SOLVENT
Consumables (2% Materials Cost)
F Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
a. Foreman
A
b. Unskilled Labor
Sub-total for A
Name & Capacity
Equipment:
a. Plate Compactor
B
b. Minor Tools (10% of labor cost)
Sub-total for B
C Total (A+B)
D Output per hour (unit)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F GRAVEL G1
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
a. Foreman
b. Unskilled Labor
A Sub-total for A
Name & Capacity
Equipment:
a. Truck Mounted Crane
b. Minor Tools (10% of labor cost)
B Sub-total for B
C Total (A+B)
D Output per hour
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
Loam Soil
Frog Grass
Palm Tree (Small 1-2ft)
Palm Tree (Medium 3-4ft)
Palm Tree (large 5-6ft)
Snake Plant (10-12in 8 blades)
Dragon Tree
Small Flower Plant
Consumables (2% Materials Cost)
F Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
a. Installer
A b. Helper
c. Technician
Sub-total for A
Name & Capacity
Equipment:
a. Minor Tools (10% of labor cost)
B
B
Sub-total for B
C Total (A+B)
D Output per hour
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
Stainless 20,000 L Water Tank
2 HP Transfer Pump (Self-Priming)
2 HP Control Box
Gate Valve S-40 (65mm D)
Check Valve S-40 (65mm D)
F G.I. Pipe S-40 (65mm D)
G.I. Tee S-40 (65mm D)
G.I. 90 deg Elbow S-40 (65mm D)
G.I. Coupling S-40 (65mm D)
Float Valve - Stainless
Consumables (1% Materials Cost)
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
L.S.
A Sub-total for A
Name & Capacity
Equipment:
a. Truck Mounted Crane
B Sub-total for B
C Total (A+B)
D Output per hour
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
500 kVA 400V/230V 3-Phase 60-Hz
F Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A
L.S.
Sub-total for A
Name & Capacity
Equipment:
B
Sub-total for B
C Total (A+B)
D Output per hour
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
Dual-Opening 4-stop Elevator (Machine-Room Less)
F
Dumb Waiter
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Item
a. Truck Mounted Crane
b. Excavator
A
c. Dump truck
d. Manpower
Sub-total for A
Name & Capacity
Labor
a. Foreman
B b. Highly Skilled Operator
c. Unskilled Labor
Sub-total for B
Name & Capacity
Equipment:
C a. Minor Tools (10% of labor cost)
Sub-total for C
D Total (A+B+C)
E Output per hour (unit)
F Direct Unit Cost (Price per unit)
Name & Specification
Materials
G
Sub-total for G
H Direct Unit Cost (C+F)
I Overhead, Contigencies and Miscellaneous (OCM)
J Contractor's Profit (CP)
K Value Added Tax (VAT)
L Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
a. Safety Officer
A Sub-total for A
Name & Capacity
Equipment:
B Sub-total for B
C Total (A+B)
D Output per hour (unit)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
Safety Helmet
Safety Shoes
Safety Gloves
Safety Vest
Rain Coats
Eye Googles
Misc. (Cabinet/ Medicines)
F Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
SUMMARY
Item No./Description :
Project Billboard/ Signboard
Mobilization
Construction of the Field Office of the Engineer
Clearing and Grubbing
Site Surveying
Excavation
Gravel Bedding
Cistern Tank
Catch Basin
Septic Tank
Scaffolding Works
Rebar Fabrication of Footing and Column (First Floor)
Rebar Installation of Footing and Column (First Floor)
Formworks Fabrication for Column and Footing (First Floor)
Formworks Installation Column and Footing (First Floor)
Concreting of Footing and Column (First Floor)
Stripping of Forms
Backfilling and Compaction
Rebar Installation for Slab on Grade (First Floor)
Pipe Laying (First Floor)
Plumbing Rough Ins (First Floor)
Electrical Conduits Laying (First Floor)
Wires And Wiring Installation (First Floor)
Formworks Fabriction of Slab on Grade
Formworks Installation Slab on Grade
Concreting of Slab on Grade
Stripping of Forms of Slab on Grade
Rebar Fabrication of Column (Second Floor)
Rebar Installation of Column (Second Floor)
Concreting of Columns (Second Floor)
Rebar Fabrication of Beams (Second Floor)
Rebar Installation of Beams (Second Floor)
Rebar Installation of Suspended Slabs (Second Floor)
Pipe Laying (Second Floor)
Plumbing Rough Ins (Second Floor)
Electrical Conduits Laying (Second Floor)
Wires And Wiring Installation (Second Floor)
Formworks Fabrication (Second Floor)
Formworks Installation (Second Floor)
Concreting of Beams and Slab (Second Floor)
Stripping of Forms (Second Floor)
Rebar Fabrication of Column (Third Floor)
Rebar Installation of Column (Third Floor)
Concreting of Columns (Third Floor)
Rebar Fabrication of Beams (Third Floor)
Rebar Installation of Beams (Third Floor)
Rebar Installation of Suspended Slabs (Third Floor)
Pipe Laying (Third Floor)
Plumbing Rough Ins (Third Floor)
Electrical Conduits Laying (Third Floor)
A
Wires And Wiring Installation (Third Floor)
Formworks Fabrication (Third Floor)
Formworks Installation (Third Floor)
Concreting of Beams and Slab (Third Floor)
Stripping of Forms (Third Floor)
Rebar Fabrication of Column (Fourth Floor)
Rebar Installation of Column (Fourth Floor)
Concreting of Columns (Fourth Floor)
Rebar Fabrication of Beams (Fourth Floor)
Rebar Installation of Beams (Fourth Floor)
Rebar Installation of Suspended Slabs (Fourth Floor)
Pipe Laying (Fourth Floor)
Plumbing Rough Ins (Fourth Floor)
Electrical Conduits Laying (Fourth Floor)
Wires And Wiring Installation (Fourth Floor)
Formworks Fabrication (Fourth Floor)
Formworks Installation (Fourth Floor)
Concreting of Beams and Slab (Fourth Floor)
Stripping of Forms (Fourth Floor)
Rebar Fabrication of Beams (Roof Deck)
Rebar Installation of Beams (Roof Deck)
Rebar Installation of Suspended Slabs (Roof Deck)
Formworks Fabrication (Roof Deck)
Formworks Installation (Roof Deck)
Concreting of Beams and Slab (Roof Deck)
Stripping of Forms (Roof Deck)
Emergency Stairs Railings Fabrication & Installation
CHB Laying (Class B Mixture)
Waterproofing
Panel Board And Circ. Breakers Installation
Plastering (Class B Mixture)
Ceiling & Framework
Electrical Fixtures Installation
Plumbing Fixtures Installation
Installation of Doors and Windows
Tile Works
Paint Works
Scaffolding Works (Dismatnling)
Ventilation Works
Fire Protection Fabrication & Installation
Glass Works
Solar System
Green Infrastracture (Plant Box Underdrain)
Gravel Bedding Manual (Green Infrastructure)
Green Infrastracture (Vegetation)
Water Supply System
Generator Set
Elevator Installation
Demobilization
Occupational Safety and Health Program
Total
1 Project Billboard/ Signboard
2 Mobilization
3 Construction of the Field Office of the Engineer
4 Clearing and Grubbing
5 Site Surveying
6 Excavation
7 Gravel Bedding
8 Cistern Tank
9 Catch Basin
10 Septic Tank
11 Scaffolding Works
12 Rebar Fabrication of Footing and Column (First Floor)
13 Rebar Installation of Footing and Column (First Floor)
14 Formworks Fabrication for Column and Footing (First Floor)
15 Formworks Installation Column and Footing (First Floor)
16 Concreting of Footing and Column (First Floor)
17 Stripping of Forms
18 Backfilling and Compaction
19 Rebar Installation for Slab on Grade (First Floor)
20 Pipe Laying (First Floor)
21 Plumbing Rough Ins (First Floor)
22 Electrical Conduits Laying (First Floor)
23 Wires And Wiring Installation (First Floor)
24 Formworks Fabriction of Slab on grade
25 Formworks Insallation of Slab on Grade
26 Concreting of Slab on Grade
27 Stripping of Forms of Slab on Grade
28 Rebar Fabrication of Column (Second Floor)
29 Rebar Installation of Column (Second Floor)
30 Concreting of Columns (Second Floor)
31 Rebar Fabrication of Beams (Second Floor)
32 Rebar Installation of Beams (Second Floor)
33 Rebar Installation of Suspended Slabs (Second Floor)
34 Pipe Laying (Second Floor)
35 Plumbing Rough Ins (Second Floor)
36 Electrical Conduits Laying (Second Floor)
37 Wires And Wiring Installation (Second Floor)
38 Formworks Fabrication (Second Floor)
39 Formworks Installation (Second Floor)
40 Concreting of Beams and Slab (Second Floor)
41 Stripping of Forms (Second Floor)
42 Rebar Fabrication of Column (Third Floor)
43 Rebar Installation of Column (Third Floor)
44 Concreting of Columns (Third Floor)
45 Rebar Fabrication of Beams (Third Floor)
46 Rebar Installation of Beams (Third Floor)
47 Rebar Installation of Suspended Slabs (Third Floor)
48 Pipe Laying (Third Floor)
49 Plumbing Rough Ins (Third Floor)
50 Electrical Conduits Laying (Third Floor)
51 Wires And Wiring Installation (Third Floor)
52 Formworks Fabrication (Third Floor)
53 Formworks Installation (Third Floor)
54 Concreting of Beams and Slab (Third Floor)
55 Stripping of Forms (Third Floor)
56 Rebar Fabrication of Column (Fourth Floor)
57 Rebar Installation of Column (Fourth Floor)
58 Concreting of Columns (Fourth Floor)
59 Rebar Fabrication of Beams (Fourth Floor)
60 Rebar Installation of Beams (Fourth Floor)
61 Rebar Installation of Suspended Slabs (Fourth Floor)
62 Pipe Laying (Fourth Floor)
63 Plumbing Rough Ins (Fourth Floor)
64 Electrical Conduits Laying (Fourth Floor)
65 Wires And Wiring Installation (Fourth Floor)
66 Formworks Fabrication (Fourth Floor)
67 Formworks Installation (Fourth Floor)
68 Concreting of Beams and Slab (Fourth Floor)
69 Stripping of Forms (Fourth Floor)
70 Rebar Fabrication of Beams (Roof Deck)
71 Rebar Installation of Beams (Roof Deck)
72 Rebar Installation of Suspended Slabs (Roof Deck)
73 Formworks Fabrication (Roof Deck)
74 Formworks Installation (Roof Deck)
75 Concreting of Beams and Slab (Roof Deck)
76 Stripping of Forms (Roof Deck)
77 Emergency Stairs Railings Fabrication & Installation
78 CHB Laying (Class B Mixture)
79 Waterproofing
80 Panel Board And Circ. Breakers Installation
81 Plastering (Class B Mixture)
82 Ceiling & Framework
83 Electrical Fixtures
84 Plumbing Fixtures Installation
85 Installation of Doors and Windows
86 Tile Works
87 Paint Works
88 Scaffolding Works
89 Ventilation Works
90 Fire Protection Fabrication & Installation
91 Glass Works
92 Solar System
93 Green Infrastracture (Plant Box Underdrain)
94 Gravel Bedding Manual (Green Infrastructure)
95 Green Infrastracture (Vegetation)
96 Water Supply System
97 Generator Set
98 Elevator Installation
99 Demobilization
ANALYSIS (DUPA
HALL
Project Billboard/ Signboard
1 each
No. of Person No. of Hours Hourly Rate Amount (PHP)
1 8.00 ₱134.93 ₱1,079.44
2 8.00 ₱75.35 ₱1,205.60
₱2,285.04
No. of Units No. of Hours Hourly Rate Amount (PHP)
1 1.00 ₱228.50 ₱228.50
₱228.50
₱2,513.54
166.65
₱2,513.54
Unit Quantity Unit Cost Amount (PHP)
pc 2.00 ₱995.00 ₱1,990.00
pc 2.00 ₱1,000.00 ₱2,000.00
bd.ft. 100.00 ₱35.00 ₱3,500.00
kg 4.00 ₱65.00 ₱260.00
₱7,750.00
₱10,263.54
12.00 % of G ₱1,231.63
8.00 % of G ₱821.08
5 % of ( G + H + I ) ₱615.81
(G+H+I+J) ₱12,932.07
ANALYSIS (DUPA)
HALL
Mobilization
L.S.
1
Unit Quantity Unit Cost Amount (PHP)
Trip 1.00 ₱7,500.00 ₱7,500.00
Trip 2.00 ₱25,000.00 ₱50,000.00
Trip 1.00 ₱7,500.00 ₱7,500.00
Person 29.00 ₱1,000.00 ₱29,000.00
L.S. 1.00 ₱3,000.00 ₱3,000.00
L.S. 1.00 ₱5,000.00 ₱5,000.00
L.S 1.00 ₱10,000.00 ₱10,000.00
L.S 5.00 ₱15,000.00 ₱75,000.00
₱187,000.00
No. of Units No. of Hours Hourly Rate Amount (PHP)
1 16.00 ₱134.93 ₱2,158.88
3 16.00 ₱99.99 ₱4,799.52
6 16.00 ₱75.35 ₱7,233.60
₱14,192.00
No. of Units No. of Hours Hourly Rate Amount (PHP)
1 1.00 ₱18,700.00 ₱18,700.00
₱18,700.00
₱219,892.00
₱1.00
₱219,892.00
Unit Quantity Unit Cost Amount (PHP)
₱0.00
₱219,892.00
12.00 % of G ₱26,387.04
8.00 % of G ₱17,591.36
5 % of ( H + I + J ) ₱13,193.52
( H+I+J+K) ₱277,063.92
ANALYSIS (DUPA)
HALL
Construction of the Field Office of the Engineer
L.S
1
No. of Person No. of Hours Hourly Rate Amount (PHP)
1 80.00 ₱134.93 ₱10,794.40
3 80.00 ₱97.64 ₱23,433.60
6 80.00 ₱75.35 ₱36,168.00
₱70,396.00
No. of Units No. of Hours Hourly Rate Amount (PHP)
1 30.00 ₱170.88 ₱5,126.25
1 8.00 ₱2,450.00 ₱19,600.00
1 1.00 ₱7,039.60 ₱7,039.60
₱31,765.85
₱102,161.85
1
₱102,161.85
Unit Quantity Unit Cost Amount (PHP)
cu.m. 4.00 ₱680.00 ₱2,720.00
cu.m. 10.00 ₱334.00 ₱3,340.00
L 3.00 ₱255.00 ₱765.00
bag 100.00 ₱275.00 ₱27,500.00
cu.m. 20.00 ₱680.00 ₱13,600.00
cu.m. 18.00 ₱500.00 ₱9,000.00
kg 600.00 ₱45.32 ₱27,192.00
kg 40.00 ₱80.00 ₱3,200.00
pc 20.00 ₱385.00 ₱7,700.00
bdft 540.00 ₱35.00 ₱18,900.00
kg 6.00 ₱80.00 ₱480.00
pc 983.00 ₱15.00 ₱14,745.00
bag 50.00 ₱275.00 ₱13,750.00
cu.m. 7.00 ₱500.00 ₱3,500.00
kg 80.00 ₱38.00 ₱3,040.00
kg 4.00 ₱80.00 ₱320.00
set 6.00 ₱1,800.00 ₱10,800.00
set 4.00 ₱1,000.00 ₱4,000.00
set 4.00 ₱1,900.00 ₱7,600.00
₱172,152.00
₱274,313.85
12.00 % of G ₱32,917.66
8.00 % of G ₱21,945.11
5 % of ( G + H + I ) ₱16,458.83
(G+H+I+J) ₱345,635.45
ANALYSIS (DUPA)
HALL
103.2.1 Clearing and Grubbing
4000 sq.m.
100 sq.m. / hr
No. of Person No. of Hours Hourly Rate Amount (PHP)
1 40.00 ₱134.93 ₱5,397.20
5 40.00 ₱75.35 ₱15,070.00
₱20,467.20
No. of Units No. of Hours Hourly Rate Amount (PHP)
1 1.00 ₱2,046.72 ₱2,046.72
₱2,046.72
₱22,513.92
166.65
₱5.63
Unit Quantity Unit Cost Amount (PHP)
0
₱22,513.92
12.00 % of G ₱2,701.67
8.00 % of G ₱1,801.11
5 % of ( G + H + I ) ₱1,350.84
(G+H+I+J) ₱28,367.54
ANALYSIS (DUPA)
HALL
Site Surveying
L.S.
1
No. of Person No. of Hours Hourly Rate Amount (PHP)
2 24.00 ₱158.00 ₱7,584.00
2 24.00 ₱138.00 ₱6,624.00
4 24.00 ₱100.00 ₱9,600.00
₱23,808.00
No. of Units No. of Hours Rate Amount (PHP)
2 24.00 ₱1,812.50 ₱87,000.00
2 24.00 ₱1,425.00 ₱68,400.00
2 1.00 ₱1,500.00 ₱3,000.00
₱158,400.00
₱182,208.00
1
₱182,208.00
Unit Quantity Unit Cost Amount (PHP)
₱182,208.00
12.00 % of G ₱21,864.96
8.00 % of G ₱14,576.64
5 % of ( G + H + I ) ₱10,932.48
(G+H+I+J) ₱229,582.08
ANALYSIS (DUPA)
HALL
103.2.2 Structural Excavation
2141.27 cu.m.
20 cu.m. / hr
No. of Person No. of Hours Hourly Rate Amount (PHP)
1 107.06 ₱134.93 ₱14,446.08
1 107.06 ₱99.99 ₱10,705.28
1 107.06 ₱75.35 ₱8,067.23
₱33,218.59
No. of Units No. of Hours Hourly Rate Amount (PHP)
2 107.06 ₱1,998.00 ₱427,825.75
1 1.00 ₱3,321.86 ₱3,321.86
₱431,147.61
₱464,366.20
29.32
₱216.86
Unit Quantity Unit Cost Amount (PHP)
₱464,366.20
12.00 % of G ₱55,723.94
8.00 % of G ₱37,149.30
5 % of ( G + H + I ) ₱27,861.97
(G+H+I+J) ₱585,101.41
ANALYSIS (DUPA)
HALL
Gravel Bedding (Foundation)
563.20 cu.m. 2816
6.26 cu.m. / hr 563.2
No. of Person No. of Hours Hourly Rate Amount (PHP)
1 90.00 ₱134.93 ₱12,143.70
3 90.00 ₱97.64 ₱26,362.80
5 90.00 ₱75.35 ₱33,907.50
₱72,414.00
No. of Units No. of Hours Hourly Rate Amount (PHP)
3 90.00 ₱123.00 ₱33,210.00
2 45.00 ₱992.00 ₱89,280.00
3 45.00 ₱2,450.00 ₱330,750.00
1 1.00 ₱7,241.40 ₱7,241.40
₱460,481.40
₱532,895.40
6.26
₱946.19
Unit Quantity Unit Cost Amount (PHP)
cu.m. 563.20 ₱620.00 ₱349,184.00
₱349,184.00
₱882,079.40
12.00 % of G ₱105,849.53
8.00 % of G ₱70,566.35
5 % of ( G + H + I ) ₱52,924.76
(G+H+I+J) ₱1,111,420.04
ANALYSIS (DUPA)
HALL
Cistern Tank
L.S.
1
No. of Person No. of Hours Hourly Rate Amount (PHP)
1 56.00 ₱134.93 ₱7,556.08
2 56.00 ₱97.64 ₱10,935.68
3 56.00 ₱75.35 ₱12,658.80
₱31,150.56
No. of Units No. of Hours Hourly Rate Amount (PHP)
1 1.00 ₱3,115.06 ₱3,115.06
₱3,115.06
₱34,265.62
1.00
₱34,265.62
Unit Quantity Unit Cost Amount (PHP)
cu.m. 34.00 ₱7,035.00 ₱239,190.00
cu.m. 7.00 ₱620.00 ₱4,340.00
pc 4.00 ₱1,800.00 ₱7,200.00
sqm 4.00 ₱511.00 ₱2,044.00
set 2.00 ₱3,650.00 ₱7,300.00
m 23.00 ₱1,038.00 ₱23,874.00
roll 11.00 ₱2,500.00 ₱27,500.00
pail 2.00 ₱6,870.00 ₱13,740.00
₱325,188.00
₱359,453.62
12.00 % of G ₱43,134.43
8.00 % of G ₱28,756.29
5 % of ( G + H + I ) ₱21,567.22
(G+H+I+J) ₱452,911.56
ANALYSIS (DUPA)
HALL
Catch Basin
12 each
0.5 each/hour
No. of Person No. of Hours Hourly Rate Amount (PHP)
1 32.00 ₱134.93 ₱4,317.76
2 32.00 ₱97.64 ₱6,248.96
2 32.00 ₱75.35 ₱4,822.40
₱15,389.12
No. of Units No. of Hours Hourly Rate Amount (PHP)
1 1.00 ₱1,538.91 ₱1,538.91
₱1,538.91
₱16,928.03
0.50
₱33,856.06
Unit Quantity Unit Cost Amount (PHP)
cu.m. 7.00 ₱7,035.00 ₱49,245.00
pc 9.00 ₱2,300.00 ₱20,700.00
bdft 80.00 ₱35.00 ₱2,800.00
kg 7.00 ₱80.00 ₱560.00
kg 98.00 ₱46.31 ₱4,538.38
kg 8.00 ₱80.00 ₱640.00
PC 64.00 ₱1,971.00 ₱126,144.00
₱204,627.38
₱221,555.41
12.00 % of G ₱26,586.65
8.00 % of G ₱17,724.43
5 % of ( G + H + I ) ₱13,293.32
(G+H+I+J) ₱279,159.82
ANALYSIS (DUPA)
HALL
Septic Tank
L.S.
1
No. of Person No. of Hours Hourly Rate Amount (PHP)
1 120.00 ₱134.93 ₱16,191.60
2 120.00 ₱97.64 ₱23,433.60
3 120.00 ₱75.35 ₱27,126.00
₱66,751.20
No. of Units No. of Hours Hourly Rate Amount (PHP)
1 1.00 ₱6,675.12 ₱6,675.12
₱6,675.12
₱73,426.32
1.00
₱73,426.32
Unit Quantity Unit Cost Amount (PHP)
cu.m. 2.00 ₱620.00 ₱1,240.00
cu.m. 56.74 ₱7,035.00 ₱399,137.76
pc 30.00 ₱2,300.00 ₱69,000.00
bdft 72.00 ₱35.00 ₱2,520.00
kg 10.00 ₱80.00 ₱800.00
PC 16.00 ₱1,971.00 ₱31,536.00
PC 20.00 ₱40.00 ₱800.00
PC 20.00 ₱343.00 ₱6,860.00
₱511,893.76
₱585,320.08
12.00 % of G ₱70,238.41
8.00 % of G ₱46,825.61
5 % of ( G + H + I ) ₱35,119.20
(G+H+I+J) ₱737,503.30
ANALYSIS (DUPA)
HALL
Scaffolding Works
7182 cu.m.
60 cu.m. / hr
No. of Person No. of Hours Hourly Rate Amount (PHP)
1 89.78 ₱134.93 ₱12,113.34
4 119.70 ₱97.64 ₱46,750.03
8 119.70 ₱75.35 ₱72,155.16
₱131,018.53
No. of Units No. of Hours Hourly Rate Amount (PHP)
700 119.70 ₱6.50 ₱544,635.00
1 1.00 ₱13,101.85 ₱13,101.85
₱557,736.85
₱688,755.39
60.00
₱95.90
Unit Quantity Unit Cost Amount (PHP)
₱688,755.39
12.00 % of G ₱82,650.65
8.00 % of G ₱55,100.43
5 % of ( G + H + I ) ₱41,325.32
(G+H+I+J) ₱867,831.79
ANALYSIS (DUPA)
HALL
Rebar Fabrication of Footing and Column (First Floor)
33.73 metric ton
0.25 metric ton / hr
No. of Person No. of Hours Hourly Rate Amount (PHP)
1 33.73 ₱134.93 ₱4,550.51
6 134.90 ₱99.99 ₱80,931.91
5 134.90 ₱75.35 ₱50,823.58
₱136,306.00
No. of Units No. of Hours Hourly Rate Amount (PHP)
4 134.90 ₱219.75 ₱118,577.10
4 134.90 ₱351.50 ₱189,669.40
1 1.00 ₱13,630.60 ₱13,630.60
₱594,489.09
₱730,795.09
0.25
₱21,669.24
Unit Quantity Unit Cost Amount (PHP)
kg 32,942.00 ₱46.31 ₱1,525,544.02
kg 783.00 ₱46.31 ₱36,260.73
₱1,561,804.75
₱2,292,599.84
12.00 % of G ₱275,111.98
8.00 % of G ₱183,407.99
5 % of ( G + H + I ) ₱137,555.99
(G+H+I+J) ₱2,888,675.79
ANALYSIS (DUPA)
HALL
Rebar Installation of Footing and Column (First Floor)
33.73 metric ton
0.28 metric ton / hr
No. of Person No. of Hours Hourly Rate Amount (PHP)
1 30.11 ₱134.93 ₱4,062.96
6 120.45 ₱99.99 ₱72,260.63
3 120.45 ₱75.35 ₱27,226.92
₱103,550.50
No. of Units No. of Hours Hourly Rate Amount (PHP)
1 1.00 ₱10,355.05 ₱10,355.05
₱217,456.06
₱321,006.56
0.28
₱9,518.36
Unit Quantity Unit Cost Amount (PHP)
kg 923.00 ₱80.00 ₱73,840.00
₱73,840.00
₱394,846.56
12.00 % of G ₱47,381.59
8.00 % of G ₱31,587.73
5 % of ( G + H + I ) ₱23,690.79
(G+H+I+J) ₱497,506.67
ANALYSIS (DUPA)
HALL
Formworks Fabrication for Column and Footing (First Floor)
1886 sq.m.
20 sq.m. / hr
No. of Person No. of Hours Hourly Rate Amount (PHP)
1 94.30 ₱134.93 ₱12,723.90
6 94.30 ₱97.64 ₱55,244.71
10 94.30 ₱75.35 ₱71,055.05
₱139,023.66
No. of Units No. of Hours Hourly Rate Amount (PHP)
1 1.00 ₱13,902.37 ₱13,902.37
₱13,902.37
₱152,926.03
20.00
₱81.08
Unit Quantity Unit Cost Amount (PHP)
pc 274.00 ₱2,300.00 ₱630,200.00
bdft 840.00 ₱35.00 ₱29,400.00
kg 50.00 ₱80.00 ₱4,000.00
₱663,600.00
₱816,526.03
12.00 % of G ₱97,983.12
8.00 % of G ₱65,322.08
5 % of ( G + H + I ) ₱48,991.56
(G+H+I+J) ₱1,028,822.79
ANALYSIS (DUPA)
HALL
Formworks Installation Column and Footing (First Floor)
1886 sq.m.
30 sq.m. / hr
No. of Person No. of Hours Hourly Rate Amount (PHP)
1 62.87 ₱134.93 ₱8,482.60
6 62.87 ₱97.64 ₱36,829.81
10 62.87 ₱75.35 ₱47,370.03
₱92,682.44
No. of Units No. of Hours Hourly Rate Amount (PHP)
1 1.00 ₱9,268.24 ₱9,268.24
₱9,268.24
₱101,950.68
30.00
₱54.06
Unit Quantity Unit Cost Amount (PHP)
kg 50.00 ₱80.00 ₱4,000.00
₱4,000.00
₱105,950.68
12.00 % of G ₱12,714.08
8.00 % of G ₱8,476.05
5 % of ( G + H + I ) ₱6,357.04
(G+H+I+J) ₱133,497.86
ANALYSIS (DUPA)
HALL
Concreting of Footing and Column (First Floor)
1,248.74 cu.m.
7 cu.m. / hr
No. of Person No. of Hours Hourly Rate Amount (PHP)
1 178.39 ₱134.93 ₱24,070.36
3 178.39 ₱97.64 ₱52,254.42
6 178.39 ₱75.35 ₱80,650.76
₱156,975.54
No. of Units No. of Hours Hourly Rate Amount (PHP)
2 178.39 ₱91.25 ₱32,556.44
2 35.68 ₱2,076.00 ₱148,136.24
2 178.39 ₱3,750.00 ₱1,337,935.71
1 1.00 ₱15,697.55 ₱15,697.55
₱1,848,277.02
₱2,005,252.56
7.00
₱1,605.82
Unit Quantity Unit Cost Amount (PHP)
cu.m. 1,248.74 ₱7,648.00 ₱9,550,363.52
₱9,550,363.52
₱11,555,616.08
12.00 % of G ₱1,386,673.93
8.00 % of G ₱924,449.29
5 % of ( G + H + I ) ₱693,336.96
(G+H+I+J) ₱14,560,076.26
ANALYSIS (DUPA)
HALL
Stripping of Forms
1886 sq.m.
30 sq.m. / hr
No. of Person No. of Hours Hourly Rate Amount (PHP)
1 62.87 ₱134.93 ₱8,482.60
4 62.87 ₱97.64 ₱24,553.21
10 62.87 ₱75.35 ₱47,370.03
₱80,405.84
No. of Units No. of Hours Hourly Rate Amount (PHP)
1 1.00 ₱8,040.58 ₱8,040.58
₱8,040.58
₱88,446.42
30.00
₱46.90
Unit Quantity Unit Cost Amount (PHP)
₱88,446.42
12.00 % of G ₱10,613.57
8.00 % of G ₱7,075.71
5 % of ( G + H + I ) ₱5,306.79
(G+H+I+J) ₱111,442.49
ANALYSIS (DUPA)
HALL
Backfilling and Compaction
1395.68 cu.m.
15 cu.m. / hr
No. of Person No. of Hours Hourly Rate Amount (PHP)
1 93.05 ₱134.93 ₱12,554.61
2 93.05 ₱99.99 ₱18,607.21
4 93.05 ₱75.35 ₱28,043.86
₱59,205.68
No. of Units No. of Hours Hourly Rate Amount (PHP)
2 93.05 ₱1,998.00 ₱371,809.15
2 93.05 ₱1,846.00 ₱343,523.37
1 1.00 ₱5,920.57 ₱5,920.57
₱721,253.09
₱780,458.77
15
₱559.20
Unit Quantity Unit Cost Amount (PHP)
cu.m 1,395.68 ₱118.00 ₱164,690.24
₱164,690.24
₱945,149.01
12.00 % of G ₱113,417.88
8.00 % of G ₱75,611.92
5 % of ( G + H + I ) ₱56,708.94
(G+H+I+J) ₱1,190,887.75
ANALYSIS (DUPA)
HALL
Rebar Installation for Slab on Grade (First Floor) installation
19.83 metric ton
0.25 metric ton / hr
No. of Person No. of Hours Hourly Rate Amount (PHP)
1 79.33 ₱134.93 ₱10,703.98
4 79.33 ₱99.99 ₱31,728.76
3 79.33 ₱75.35 ₱17,932.51
₱60,365.25
No. of Units No. of Hours Hourly Rate Amount (PHP)
2 79.33 ₱219.75 ₱34,865.46
2 79.33 ₱351.50 ₱55,768.88
₱6,036.52
₱96,670.87
₱157,036.12
0.25
₱7,918.14
Unit Quantity Unit Cost Amount (PHP)
kg 19,832.46 ₱46.31 ₱918,441.22
kg 6,239.82 ₱80.00 ₱499,185.60
₱70,881.34
₱1,488,508.16
₱1,645,544.28
12.00 % of G ₱197,465.31
8.00 % of G ₱131,643.54
5 % of ( G + H + I ) ₱98,732.66
(G+H+I+J) ₱2,073,385.79
ANALYSIS (DUPA)
HALL
Formworks Fabrication for Slab on Grade
2745.25 sq.m.
50 sq.m. / hr
No. of Person No. of Hours Hourly Rate Amount (PHP)
1 54.91 ₱134.93 ₱7,408.33
3 54.91 ₱97.64 ₱16,082.77
5 54.91 ₱75.35 ₱20,685.46
₱44,176.56
No. of Units No. of Hours Hourly Rate Amount (PHP)
1 1.00 ₱4,417.66 ₱4,417.66
₱4,417.66
₱48,594.22
50.00
₱17.70
Unit Quantity Unit Cost Amount (PHP)
pc 60.00 ₱2,300.00 ₱138,000.00
bdft 492.00 ₱35.00 ₱17,220.00
kg 20.00 ₱80.00 ₱1,600.00
₱156,820.00
₱205,414.22
12.00 % of G ₱24,649.71
8.00 % of G ₱16,433.14
5 % of ( G + H + I ) ₱12,324.85
(G+H+I+J) ₱258,821.92
ANALYSIS (DUPA)
HALL
Pipe Laying (Ground Floor)
L.S.
1
No. of Person No. of Hours Hourly Rate Amount (PHP)
1 60.00 ₱134.93 ₱8,095.80
4 60.00 ₱97.64 ₱23,433.60
3 60.00 ₱75.35 ₱13,563.00
₱45,092.40
No. of Units No. of Hours Hourly Rate Amount (PHP)
1 1.00 ₱4,509.24 ₱4,509.24
₱4,509.24
₱49,601.64
1.00
₱49,601.64
Unit Quantity Unit Cost Amount (PHP)
PC 50.00 ₱1,500.00 ₱75,000.00
PC 6.00 ₱87.00 ₱522.00
PC 47.00 ₱130.00 ₱6,110.00
PC 20.00 ₱35.00 ₱700.00
PC 8.00 ₱50.00 ₱400.00
PC 28.00 ₱160.00 ₱4,480.00
PC 23.00 ₱390.00 ₱8,970.00
PC 94.00 ₱250.00 ₱23,500.00
ROLL 150.00 ₱10.00 ₱1,500.00
PC 1.00 ₱1,250.00 ₱1,250.00
₱122,432.00
₱172,033.64
12.00 % of G ₱20,644.04
8.00 % of G ₱13,762.69
5 % of ( G + H + I ) ₱10,322.02
(G+H+I+J) ₱216,762.39
ANALYSIS (DUPA)
ATION CENTER
Plumbing Rough Ins (Ground Floor)
L.S.
1
No. of Person No. of Hours Hourly Rate Amount (PHP)
1 62.00 ₱134.93 ₱8,365.66
4 62.00 ₱97.64 ₱24,214.72
2 62.00 ₱75.35 ₱9,343.40
₱41,923.78
No. of Units No. of Hours Hourly Rate Amount (PHP)
1 1.00 ₱4,192.38 ₱4,192.38
₱4,192.38
₱46,116.16
1.00
₱46,116.16
Unit Quantity Unit Cost Amount (PHP)
PC 10.00 ₱2,276.00 ₱22,760.00
PC 44.00 ₱1,971.00 ₱86,724.00
PC 69.00 ₱700.00 ₱48,300.00
PC 19.00 ₱480.00 ₱9,120.00
PC 95.00 ₱270.00 ₱25,650.00
PC 103.00 ₱40.00 ₱4,120.00
PC 40.00 ₱30.00 ₱1,200.00
PC 29.00 ₱54.00 ₱1,566.00
PC 28.00 ₱83.00 ₱2,324.00
PC 61.00 ₱55.00 ₱3,355.00
PC 6.00 ₱90.00 ₱540.00
PC 61.00 ₱134.00 ₱8,174.00
PC 40.00 ₱105.00 ₱4,200.00
PC 37.00 ₱145.00 ₱5,365.00
PC 43.00 ₱40.00 ₱1,720.00
PC 39.00 ₱140.00 ₱5,460.00
PC 33.00 ₱163.00 ₱5,379.00
PC 52.00 ₱173.00 ₱8,996.00
CAN 80.00 ₱155.00 ₱12,400.00
₱257,353.00
₱303,469.16
12.00 % of G ₱36,416.30
8.00 % of G ₱24,277.53
5 % of ( G + H + I ) ₱18,208.15
(G+H+I+J) ₱382,371.14
ANALYSIS (DUPA)
ATION CENTER
Electrical Conduits (Laying Ground Floor)
1,280.00 pc
20 pc/hour
No. of Person No. of Hours Hourly Rate Amount (PHP)
1 64.00 ₱134.93 ₱8,635.52
1 64.00 ₱97.64 ₱6,248.96
3 64.00 ₱75.35 ₱14,467.20
₱29,351.68
No. of Units No. of Hours Hourly Rate Amount (PHP)
1 1.00 ₱2,935.17 ₱2,935.17
₱2,935.17
₱32,286.85
20.00
₱1,614.34
Unit Quantity Unit Cost Amount (PHP)
pc 1,034.00 ₱485.30 ₱501,800.20
pc 40.00 ₱660.70 ₱26,428.00
pc 90.00 ₱937.00 ₱84,330.00
pc 42.00 ₱1,209.45 ₱50,796.90
pc 52.00 ₱1,881.35 ₱97,830.20
pc 22.00 ₱3,684.00 ₱81,048.00
₱842,233.30
₱874,520.15
12.00 % of G ₱104,942.42
8.00 % of G ₱69,961.61
5 % of ( G + H + I ) ₱52,471.21
(G+H+I+J) ₱1,101,895.39
ANALYSIS (DUPA)
HALL
Wires And Wiring Installation (Ground Floor)
10111 m
200 m/hour
No. of Person No. of Hours Hourly Rate Amount (PHP)
1 50.56 ₱134.93 ₱6,821.39
4 50.56 ₱97.64 ₱19,744.76
2 50.56 ₱75.35 ₱7,618.64
₱34,184.79
No. of Units No. of Hours Hourly Rate Amount (PHP)
1 1.00 ₱3,418.48 ₱3,418.48
₱3,418.48
₱37,603.26
200.00
₱188.02
Unit Quantity Unit Cost Amount (PHP)
roll 32.00 ₱1,350.00 ₱43,200.00
roll 21.00 ₱1,980.00 ₱41,580.00
roll 45.00 ₱3,030.00 ₱136,350.00
m 28.00 ₱31.60 ₱884.80
roll 12.00 ₱7,545.00 ₱90,540.00
m 27.00 ₱270.00 ₱7,290.00
m 21.00 ₱115.10 ₱2,417.10
roll 5.00 ₱69,330.00 ₱346,650.00
m 16.00 ₱351.00 ₱5,616.00
m 19.00 ₱450.00 ₱8,550.00
roll 3.00 ₱261,000.00 ₱783,000.00
₱73,303.90
₱1,539,381.80
₱1,576,985.06
12.00 % of G ₱189,238.21
8.00 % of G ₱126,158.80
5 % of ( G + H + I ) ₱94,619.10
(G+H+I+J) ₱1,987,001.17
ANALYSIS (DUPA)
HALL
Formworks Installation Slab on Grade
2745.25 sq.m.
60 sq.m. / hr
No. of Person No. of Hours Hourly Rate Amount (PHP)
1 45.75 ₱134.93 ₱6,173.61
2 45.75 ₱97.64 ₱8,934.87
6 45.75 ₱75.35 ₱20,685.46
₱35,793.94
No. of Units No. of Hours Hourly Rate Amount (PHP)
1 1.00 ₱3,579.39 ₱3,579.39
₱3,579.39
₱39,373.34
60.00
₱14.34
Unit Quantity Unit Cost Amount (PHP)
kg 5.00 ₱80.00 ₱400.00
₱400.00
₱39,773.34
12.00 % of G ₱4,772.80
8.00 % of G ₱3,181.87
5 % of ( G + H + I ) ₱2,386.40
(G+H+I+J) ₱50,114.40
ANALYSIS (DUPA)
HALL
Concreting of Slab on Grade
844.8 cu.m. 844.8
8 cu.m. / hr
No. of Person No. of Hours Hourly Rate Amount (PHP)
1 105.60 ₱134.93 ₱14,248.61
3 105.60 ₱97.64 ₱30,932.35
4 105.60 ₱75.35 ₱31,827.84
₱77,008.80
No. of Units No. of Hours Hourly Rate Amount (PHP)
2 105.60 ₱91.25 ₱19,272.00
2 105.60 ₱2,076.00 ₱438,451.20
2 105.60 ₱3,750.00 ₱792,000.00
1 1.00 ₱7,700.88 ₱7,700.88
₱1,257,424.08
₱1,334,432.88
8.00
₱1,579.58
Unit Quantity Unit Cost Amount (PHP)
cu.m. 844.80 ₱7,348.00 ₱6,207,590.40
₱6,207,590.40
₱7,542,023.28
12.00 % of G ₱905,042.79
8.00 % of G ₱603,361.86
5 % of ( G + H + I ) ₱452,521.40
(G+H+I+J) ₱9,502,949.33
ANALYSIS (DUPA)
HALL
Stripping of Forms of Slab on grade
2745.25 sq.m.
50 sq.m. / hr
No. of Person No. of Hours Hourly Rate Amount (PHP)
1 54.91 ₱134.93 ₱7,408.33
4 54.91 ₱97.64 ₱21,443.70
4 54.91 ₱75.35 ₱16,548.37
₱45,400.40
No. of Units No. of Hours Hourly Rate Amount (PHP)
1 1.00 ₱4,540.04 ₱4,540.04
₱4,540.04
₱49,940.44
50.00
₱18.19
Unit Quantity Unit Cost Amount (PHP)
₱49,940.44
12.00 % of G ₱5,992.85
8.00 % of G ₱3,995.23
5 % of ( G + H + I ) ₱2,996.43
(G+H+I+J) ₱62,924.95
ANALYSIS (DUPA)
HALL
Rebar Fabrication of Column (Second Floor)
5.64 metric ton
0.07 metric ton / hr
No. of Person No. of Hours Hourly Rate Amount (PHP)
1 20.13 ₱134.93 ₱2,716.33
6 80.53 ₱99.99 ₱48,310.51
5 80.53 ₱75.35 ₱30,338.01
₱81,364.85
No. of Units No. of Hours Hourly Rate Amount (PHP)
3 80.53 ₱219.75 ₱53,086.48
3 80.53 ₱351.50 ₱84,914.22
1 1.00 ₱8,136.48 ₱8,136.48
₱308,866.88
₱390,231.73
0.07
₱69,229.43
Unit Quantity Unit Cost Amount (PHP)
kg 4,932.23 ₱46.31 ₱228,411.57
kg 704.56 ₱46.31 ₱32,628.17
₱261,039.74
₱651,271.48
12.00 % of G ₱78,152.58
8.00 % of G ₱52,101.72
5 % of ( G + H + I ) ₱39,076.29
(G+H+I+J) ₱820,602.06
ANALYSIS (DUPA)
HALL
Rebar Installation of Column (Second Floor)
5.64 metric ton
0.1 metric ton / hr
No. of Person No. of Hours Hourly Rate Amount (PHP)
1 56.37 ₱134.93 ₱7,605.72
6 56.37 ₱99.99 ₱33,817.36
3 56.37 ₱75.35 ₱12,741.96
₱54,165.04
No. of Units No. of Hours Hourly Rate Amount (PHP)
1 1.00 ₱5,416.50 ₱5,416.50
₱113,746.59
₱167,911.63
0.10
₱29,788.52
Unit Quantity Unit Cost Amount (PHP)
kg 55.50 ₱80.00 ₱4,440.00
₱4,440.00
₱172,351.63
12.00 % of G ₱20,682.20
8.00 % of G ₱13,788.13
5 % of ( G + H + I ) ₱10,341.10
(G+H+I+J) ₱217,163.06
ANALYSIS (DUPA)
HALL
Rebar Fabrication of Beams (Second Floor)
4.92 metric ton
0.06 metric ton / hr
No. of Person No. of Hours Hourly Rate Amount (PHP)
1 82.03 ₱134.93 ₱11,068.04
6 82.03 ₱99.99 ₱49,211.88
3 82.03 ₱75.35 ₱18,542.43
₱78,822.35
No. of Units No. of Hours Hourly Rate Amount (PHP)
3 82.03 ₱219.75 ₱54,076.96
3 82.03 ₱351.50 ₱86,498.53
1 1.00 ₱7,882.23 ₱7,882.23
₱306,102.41
₱384,924.76
0.06
₱78,210.03
Unit Quantity Unit Cost Amount (PHP)
kg 4,398.84 ₱46.31 ₱203,710.28
kg 522.84 ₱46.31 ₱24,212.72
₱227,923.00
₱612,847.76
12.00 % of G ₱73,541.73
8.00 % of G ₱49,027.82
5 % of ( G + H + I ) ₱36,770.87
(G+H+I+J) ₱772,188.17
ANALYSIS (DUPA)
HALL
Rebar Installation of Beams (Second Floor)
4.92 metric ton
0.08 metric ton / hr
No. of Person No. of Hours Hourly Rate Amount (PHP)
1 15.38 ₱134.93 ₱2,075.26
5 61.52 ₱99.99 ₱30,757.42
2 61.52 ₱75.35 ₱9,271.21
₱42,103.90
No. of Units No. of Hours Hourly Rate Amount (PHP)
1 1.00 ₱4,210.39 ₱4,210.39
₱88,418.18
₱130,522.08
0.08
₱26,519.82
Unit Quantity Unit Cost Amount (PHP)
kg 64.60 ₱80.00 ₱5,168.00
₱5,168.00
₱135,690.08
12.00 % of G ₱16,282.81
8.00 % of G ₱10,855.21
5 % of ( G + H + I ) ₱8,141.40
(G+H+I+J) ₱170,969.50
ANALYSIS (DUPA)
HALL
Rebar Installation of Suspended Slabs (Second Floor)
37.67 metric ton
0.2 metric ton / hr
No. of Person No. of Hours Hourly Rate Amount (PHP)
1 47.08 ₱134.93 ₱6,353.15
6 188.34 ₱99.99 ₱112,992.10
4 188.34 ₱75.35 ₱56,765.37
₱176,110.62
No. of Units No. of Hours Hourly Rate Amount (PHP)
3 188.34 ₱219.75 ₱124,162.49
3 188.34 ₱351.50 ₱198,603.48
1 1.00 ₱17,611.06 ₱17,611.06
₱692,598.26
₱868,708.88
0.20
₱23,062.37
Unit Quantity Unit Cost Amount (PHP)
kg 37,292.48 ₱46.31 ₱1,727,014.75
kg 375.32 ₱80.00 ₱30,025.60
₱1,757,040.35
₱2,625,749.23
12.00 % of G ₱315,089.91
8.00 % of G ₱210,059.94
5 % of ( G + H + I ) ₱157,544.95
(G+H+I+J) ₱3,308,444.03
ANALYSIS (DUPA)
HALL
Pipe Laying (Second Floor)
L.S.
1
No. of Person No. of Hours Hourly Rate Amount (PHP)
1 32.00 ₱134.93 ₱4,317.76
4 32.00 ₱97.64 ₱12,497.92
2 32.00 ₱75.35 ₱4,822.40
₱21,638.08
No. of Units No. of Hours Hourly Rate Amount (PHP)
1 1.00 ₱2,163.81 ₱2,163.81
₱2,163.81
₱23,801.89
1.00
₱23,801.89
Unit Quantity Unit Cost Amount (PHP)
PC 17.00 ₱1,500.00 ₱25,500.00
PC 18.00 ₱130.00 ₱2,340.00
PC 9.00 ₱35.00 ₱315.00
PC 5.00 ₱50.00 ₱250.00
PC 11.00 ₱160.00 ₱1,760.00
PC 22.00 ₱390.00 ₱8,580.00
PC 36.00 ₱250.00 ₱9,000.00
ROLL 70.00 ₱10.00 ₱700.00
₱48,445.00
₱72,246.89
12.00 % of G ₱8,669.63
8.00 % of G ₱5,779.75
5 % of ( G + H + I ) ₱4,334.81
(G+H+I+J) ₱91,031.08
ANALYSIS (DUPA)
ATION CENTER
Plumbing Rough Ins (Second Floor)
L.S.
1
No. of Person No. of Hours Hourly Rate Amount (PHP)
1 64.00 ₱134.93 ₱8,635.52
4 64.00 ₱97.64 ₱24,995.84
2 64.00 ₱75.35 ₱9,644.80
₱43,276.16
No. of Units No. of Hours Hourly Rate Amount (PHP)
1 1.00 ₱4,327.62 ₱4,327.62
₱4,327.62
₱47,603.78
1.00
₱47,603.78
Unit Quantity Unit Cost Amount (PHP)
PC 7.00 ₱2,276.00 ₱15,932.00
PC 38.00 ₱1,971.00 ₱74,898.00
PC 59.00 ₱700.00 ₱41,300.00
PC 17.00 ₱480.00 ₱8,160.00
PC 69.00 ₱270.00 ₱18,630.00
PC 79.00 ₱40.00 ₱3,160.00
PC 20.00 ₱30.00 ₱600.00
PC 19.00 ₱54.00 ₱1,026.00
PC 16.00 ₱83.00 ₱1,328.00
PC 28.00 ₱55.00 ₱1,540.00
PC 9.00 ₱90.00 ₱810.00
PC 29.00 ₱134.00 ₱3,886.00
PC 20.00 ₱105.00 ₱2,100.00
PC 15.00 ₱145.00 ₱2,175.00
PC 29.00 ₱40.00 ₱1,160.00
PC 13.00 ₱140.00 ₱1,820.00
PC 9.00 ₱163.00 ₱1,467.00
PC 18.00 ₱173.00 ₱3,114.00
CAN 25.00 ₱155.00 ₱3,875.00
₱186,981.00
₱234,584.78
12.00 % of G ₱28,150.17
8.00 % of G ₱18,766.78
5 % of ( G + H + I ) ₱14,075.09
(G+H+I+J) ₱295,576.82
ANALYSIS (DUPA)
ATION CENTER
Electrical Conduits Laying (Second Floor)
1,301.00 pc
13 pc/hour
No. of Person No. of Hours Hourly Rate Amount (PHP)
1 100.08 ₱134.93 ₱13,503.38
1 100.08 ₱97.64 ₱9,771.51
3 100.08 ₱75.35 ₱22,622.39
₱45,897.28
No. of Units No. of Hours Hourly Rate Amount (PHP)
1 1.00 ₱4,589.73 ₱4,589.73
₱4,589.73
₱50,487.01
13.00
₱3,883.62
Unit Quantity Unit Cost Amount (PHP)
pc 1,093.00 ₱485.30 ₱530,432.90
pc 50.00 ₱660.70 ₱33,035.00
pc 80.00 ₱937.00 ₱74,960.00
pc 20.00 ₱1,209.45 ₱24,189.00
pc 50.00 ₱1,881.35 ₱94,067.50
pc 8.00 ₱3,684.00 ₱29,472.00
₱786,156.40
₱836,643.41
12.00 % of G ₱100,397.21
8.00 % of G ₱66,931.47
5 % of ( G + H + I ) ₱50,198.60
(G+H+I+J) ₱1,054,170.69
ANALYSIS (DUPA)
HALL
Wires And Wiring Installation (Second Floor)
11202 m
100 m/hour
No. of Person No. of Hours Hourly Rate Amount (PHP)
1 112.02 ₱134.93 ₱15,114.86
4 112.02 ₱97.64 ₱43,750.53
2 112.02 ₱75.35 ₱16,881.41
₱75,746.80
No. of Units No. of Hours Hourly Rate Amount (PHP)
1 1.00 ₱7,574.68 ₱7,574.68
₱7,574.68
₱83,321.48
100.00
₱833.21
Unit Quantity Unit Cost Amount (PHP)
roll 35.00 ₱1,350.00 ₱47,250.00
roll 27.00 ₱1,980.00 ₱53,460.00
roll 52.00 ₱3,030.00 ₱157,560.00
m 53.00 ₱31.60 ₱1,674.80
roll 8.00 ₱7,545.00 ₱60,360.00
m 28.00 ₱270.00 ₱7,560.00
m 28.00 ₱115.10 ₱3,222.80
m 30.00 ₱351.00 ₱10,530.00
m 20.00 ₱450.00 ₱9,000.00
₱17,530.88
₱368,148.48
₱451,469.96
12.00 % of G ₱54,176.40
8.00 % of G ₱36,117.60
5 % of ( G + H + I ) ₱27,088.20
(G+H+I+J) ₱568,852.15
ANALYSIS (DUPA)
HALL
Formworks Fabrication (Second Floor)
3871.47 sq.m.
30 sq.m. / hr
No. of Person No. of Hours Hourly Rate Amount (PHP)
1 129.05 ₱134.93 ₱17,412.58
6 129.05 ₱97.64 ₱75,602.07
10 129.05 ₱75.35 ₱97,238.42
₱190,253.07
No. of Units No. of Hours Hourly Rate Amount (PHP)
1 1.00 ₱19,025.31 ₱19,025.31
₱19,025.31
₱209,278.38
30.00
₱54.06
Unit Quantity Unit Cost Amount (PHP)
pc 432.00 ₱2,300.00 ₱993,600.00
bdft 984.00 ₱35.00 ₱34,440.00
kg 90.00 ₱80.00 ₱7,200.00
₱1,035,240.00
₱1,244,518.38
12.00 % of G ₱149,342.21
8.00 % of G ₱99,561.47
5 % of ( G + H + I ) ₱74,671.10
(G+H+I+J) ₱1,568,093.15
ANALYSIS (DUPA)
HALL
Formworks Installation (Second Floor)
3871.47 sq.m.
40 sq.m. / hr
No. of Person No. of Hours Hourly Rate Amount (PHP)
1 96.79 ₱134.93 ₱13,059.44
6 96.79 ₱97.64 ₱56,701.55
10 96.79 ₱75.35 ₱72,928.82
₱142,689.80
No. of Units No. of Hours Hourly Rate Amount (PHP)
1 1.00 ₱14,268.98 ₱14,268.98
₱14,268.98
₱156,958.78
40.00
₱40.54
Unit Quantity Unit Cost Amount (PHP)
kg 50.00 ₱80.00 ₱4,000.00
₱4,000.00
₱160,958.78
12.00 % of G ₱19,315.05
8.00 % of G ₱12,876.70
5 % of ( G + H + I ) ₱9,657.53
(G+H+I+J) ₱202,808.07
ANALYSIS (DUPA)
HALL
Concreting of Beams and Slab (Second Floor)
223.98 cu.m.
2.3 cu.m. / hr
No. of Person No. of Hours Hourly Rate Amount (PHP)
1 97.38 ₱134.93 ₱13,139.84
3 97.38 ₱97.64 ₱28,525.31
6 97.38 ₱75.35 ₱44,026.68
₱85,691.83
No. of Units No. of Hours Hourly Rate Amount (PHP)
2 97.38 ₱91.25 ₱17,772.33
2 19.48 ₱2,076.00 ₱80,866.52
2 97.38 ₱3,750.00 ₱730,369.57
1 1.00 ₱8,569.18 ₱8,569.18
₱1,008,961.25
₱1,094,653.07
2.30
₱4,887.28
Unit Quantity Unit Cost Amount (PHP)
cu.m. 443.76 ₱7,648.00 ₱3,393,876.48
₱3,393,876.48
₱4,488,529.55
12.00 % of G ₱538,623.55
8.00 % of G ₱359,082.36
5 % of ( G + H + I ) ₱269,311.77
(G+H+I+J) ₱5,655,547.24
ANALYSIS (DUPA)
HALL
Concreting of Columns (Second Floor)
218.83 cu.m.
2 cu.m. / hr
No. of Person No. of Hours Hourly Rate Amount (PHP)
1 109.42 ₱134.93 ₱14,763.37
3 109.42 ₱97.64 ₱32,049.84
6 109.42 ₱75.35 ₱49,466.52
₱96,279.73
No. of Units No. of Hours Hourly Rate Amount (PHP)
2 109.42 ₱91.25 ₱19,968.24
2 54.71 ₱2,076.00 ₱227,145.54
2 109.42 ₱3,750.00 ₱820,612.50
1 1.00 ₱9,627.97 ₱9,627.97
₱1,269,913.71
₱1,366,193.44
2.00
₱6,243.17
Unit Quantity Unit Cost Amount (PHP)
cu.m. 218.83 ₱7,648.00 ₱1,673,611.84
₱1,673,611.84
₱3,039,805.28
12.00 % of G ₱364,776.63
8.00 % of G ₱243,184.42
5 % of ( G + H + I ) ₱182,388.32
(G+H+I+J) ₱3,830,154.65
ANALYSIS (DUPA)
HALL
Stripping of Forms (Second Floor)
3871.47 sq.m.
50 sq.m. / hr
No. of Person No. of Hours Hourly Rate Amount (PHP)
1 77.43 ₱134.93 ₱10,447.55
4 77.43 ₱97.64 ₱30,240.83
10 77.43 ₱75.35 ₱58,343.05
₱99,031.43
No. of Units No. of Hours Hourly Rate Amount (PHP)
1 1.00 ₱9,903.14 ₱9,903.14
₱9,903.14
₱108,934.57
50.00
₱28.14
Unit Quantity Unit Cost Amount (PHP)
₱108,934.57
12.00 % of G ₱13,072.15
8.00 % of G ₱8,714.77
5 % of ( G + H + I ) ₱6,536.07
(G+H+I+J) ₱137,257.56
ANALYSIS (DUPA
HALL
Rebar Fabrication of Column (Third Floor)
5.64 metric ton
0.07 metric ton / hr
No. of Person No. of Hours Hourly Rate Amount (PHP)
1 80.53 ₱134.93 ₱10,865.32
6 80.53 ₱99.99 ₱48,310.51
5 80.53 ₱75.35 ₱30,338.01
₱89,513.84
No. of Units No. of Hours Hourly Rate Amount (PHP)
3 80.53 ₱219.75 ₱53,086.48
3 80.53 ₱351.50 ₱84,914.22
1 1.00 ₱8,951.38 ₱8,951.38
₱325,979.75
₱415,493.59
0.07
₱73,711.03
Unit Quantity Unit Cost Amount (PHP)
kg 4,932.23 ₱46.31 ₱228,411.57
kg 704.56 ₱46.31 ₱32,628.17
₱261,039.74
₱676,533.33
12.00 % of G ₱81,184.00
8.00 % of G ₱54,122.67
5 % of ( G + H + I ) ₱40,592.00
(G+H+I+J) ₱852,432.00
ANALYSIS (DUPA
HALL
Rebar Installation of Column (Third Floor)
5.64 metric ton
0.1 metric ton / hr
No. of Person No. of Hours Hourly Rate Amount (PHP)
1 56.37 ₱134.93 ₱7,605.72
6 56.37 ₱99.99 ₱33,817.36
3 56.37 ₱75.35 ₱12,741.96
₱54,165.04
No. of Units No. of Hours Hourly Rate Amount (PHP)
1 1.00 ₱5,416.50 ₱5,416.50
₱113,746.59
₱167,911.63
0.10
₱29,788.52
Unit Quantity Unit Cost Amount (PHP)
kg 80.00 ₱80.00 ₱6,400.00
₱6,400.00
₱174,311.63
12.00 % of G ₱20,917.40
8.00 % of G ₱13,944.93
5 % of ( G + H + I ) ₱10,458.70
(G+H+I+J) ₱219,632.66
ANALYSIS (DUPA
HALL
Rebar Fabrication of Beams (Third Floor)
28.05 metric ton
0.22 metric ton / hr
No. of Person No. of Hours Hourly Rate Amount (PHP)
1 127.49 ₱134.93 ₱17,201.57
6 127.49 ₱99.99 ₱76,483.43
3 127.49 ₱75.35 ₱28,818.02
₱122,503.02
No. of Units No. of Hours Hourly Rate Amount (PHP)
3 127.49 ₱219.75 ₱84,044.58
3 127.49 ₱351.50 ₱134,433.08
1 1.00 ₱12,250.30 ₱12,250.30
₱475,733.99
₱598,237.01
0.22
₱21,330.01
Unit Quantity Unit Cost Amount (PHP)
kg 23,762.14 ₱46.31 ₱1,100,424.70
kg 4,284.59 ₱46.31 ₱198,419.36
₱1,298,844.07
₱1,897,081.07
12.00 % of G ₱227,649.73
8.00 % of G ₱151,766.49
5 % of ( G + H + I ) ₱113,824.86
(G+H+I+J) ₱2,390,322.15
ANALYSIS (DUPA
HALL
Rebar Installation of Beams (Third Floor)
28.05 metric ton
0.3 metric ton / hr
No. of Person No. of Hours Hourly Rate Amount (PHP)
1 93.49 ₱134.93 ₱12,614.48
5 93.49 ₱99.99 ₱46,739.88
2 93.49 ₱75.35 ₱14,088.81
₱73,443.17
No. of Units No. of Hours Hourly Rate Amount (PHP)
1 1.00 ₱1,408.88 ₱1,408.88
₱148,295.22
₱221,738.38
0.30
₱7,906.03
Unit Quantity Unit Cost Amount (PHP)
kg 70.00 ₱80.00 ₱5,600.00
₱5,600.00
₱227,338.38
12.00 % of G ₱27,280.61
8.00 % of G ₱18,187.07
5 % of ( G + H + I ) ₱13,640.30
(G+H+I+J) ₱286,446.36
ANALYSIS (DUPA
HALL
Rebar Installation of Suspended Slabs (Third Floor)
38.96 metric ton
0.3 metric ton / hr
No. of Person No. of Hours Hourly Rate Amount (PHP)
1 129.87 ₱134.93 ₱17,523.85
6 129.87 ₱99.99 ₱77,916.41
4 129.87 ₱75.35 ₱39,143.92
₱134,584.18
No. of Units No. of Hours Hourly Rate Amount (PHP)
3 129.87 ₱219.75 ₱85,619.21
3 129.87 ₱351.50 ₱136,951.78
₱491,739.37
₱626,323.55
0.30
₱16,075.20
Unit Quantity Unit Cost Amount (PHP)
kg 38,962.10 ₱46.31 ₱1,804,334.85
kg 423.77 ₱80.00 ₱33,901.60
₱1,838,236.45
₱2,464,560.00
12.00 % of G ₱295,747.20
8.00 % of G ₱197,164.80
5 % of ( G + H + I ) ₱147,873.60
(G+H+I+J) ₱3,105,345.60
ANALYSIS (DUPA)
HALL
Pipe Laying (Third Floor)
L.S.
1
No. of Person No. of Hours Hourly Rate Amount (PHP)
1 36.00 ₱134.93 ₱4,857.48
4 36.00 ₱97.64 ₱14,060.16
2 36.00 ₱75.35 ₱5,425.20
₱24,342.84
No. of Units No. of Hours Hourly Rate Amount (PHP)
1 1.00 ₱2,434.28 ₱2,434.28
₱2,434.28
₱26,777.12
1.00
₱26,777.12
Unit Quantity Unit Cost Amount (PHP)
PC 15.00 ₱1,500.00 ₱22,500.00
PC 18.00 ₱130.00 ₱2,340.00
PC 6.00 ₱35.00 ₱210.00
PC 4.00 ₱50.00 ₱200.00
PC 8.00 ₱160.00 ₱1,280.00
PC 16.00 ₱390.00 ₱6,240.00
PC 21.00 ₱250.00 ₱5,250.00
ROLL 50.00 ₱10.00 ₱500.00
₱38,520.00
₱65,297.12
12.00 % of G ₱7,835.65
8.00 % of G ₱5,223.77
5 % of ( G + H + I ) ₱3,917.83
(G+H+I+J) ₱82,274.38
ANALYSIS (DUPA)
ATION CENTER
Plumbing Rough Ins (Third Floor)
L.S.
1
No. of Person No. of Hours Hourly Rate Amount (PHP)
1 64.00 ₱134.93 ₱8,635.52
3 64.00 ₱97.64 ₱18,746.88
4 64.00 ₱75.35 ₱19,289.60
₱46,672.00
No. of Units No. of Hours Hourly Rate Amount (PHP)
1 1.00 ₱4,667.20 ₱4,667.20
₱4,667.20
₱51,339.20
1.00
₱51,339.20
Unit Quantity Unit Cost Amount (PHP)
PC 8.00 ₱2,276.00 ₱18,208.00
PC 27.00 ₱1,971.00 ₱53,217.00
PC 36.00 ₱700.00 ₱25,200.00
PC 12.00 ₱480.00 ₱5,760.00
PC 58.00 ₱270.00 ₱15,660.00
PC 41.00 ₱40.00 ₱1,640.00
PC 17.00 ₱30.00 ₱510.00
PC 14.00 ₱54.00 ₱756.00
PC 16.00 ₱83.00 ₱1,328.00
PC 25.00 ₱55.00 ₱1,375.00
PC 8.00 ₱90.00 ₱720.00
PC 28.00 ₱134.00 ₱3,752.00
PC 14.00 ₱105.00 ₱1,470.00
PC 11.00 ₱145.00 ₱1,595.00
PC 19.00 ₱40.00 ₱760.00
PC 15.00 ₱140.00 ₱2,100.00
PC 18.00 ₱163.00 ₱2,934.00
PC 24.00 ₱173.00 ₱4,152.00
CAN 35.00 ₱155.00 ₱5,425.00
₱146,562.00
₱197,901.20
12.00 % of G ₱23,748.14
8.00 % of G ₱15,832.10
5 % of ( G + H + I ) ₱11,874.07
(G+H+I+J) ₱249,355.51
ANALYSIS (DUPA)
ATION CENTER
Electrical Conduits Laying (Third Floor)
1,063.00 pc
10 pc/hour
No. of Person No. of Hours Hourly Rate Amount (PHP)
1 106.30 ₱134.93 ₱14,343.06
2 106.30 ₱97.64 ₱20,758.26
3 106.30 ₱75.35 ₱24,029.11
₱59,130.44
No. of Units No. of Hours Hourly Rate Amount (PHP)
1 1.00 ₱5,913.04 ₱5,913.04
₱5,913.04
₱65,043.48
10.00
₱6,504.35
Unit Quantity Unit Cost Amount (PHP)
pc 894.00 ₱485.30 ₱433,858.20
pc 27.00 ₱660.70 ₱17,838.90
pc 79.00 ₱937.00 ₱74,023.00
pc 17.00 ₱1,209.45 ₱20,560.65
pc 30.00 ₱1,881.35 ₱56,440.50
pc 16.00 ₱3,684.00 ₱58,944.00
₱661,665.25
₱726,708.73
12.00 % of G ₱87,205.05
8.00 % of G ₱58,136.70
5 % of ( G + H + I ) ₱43,602.52
(G+H+I+J) ₱915,653.00
ANALYSIS (DUPA)
HALL
Wires And Wiring Installation (Third Floor)
7683 m
50 m/hour
No. of Person No. of Hours Hourly Rate Amount (PHP)
1 153.66 ₱134.93 ₱20,733.34
4 153.66 ₱97.64 ₱60,013.45
2 153.66 ₱75.35 ₱23,156.56
₱103,903.36
No. of Units No. of Hours Hourly Rate Amount (PHP)
1 1.00 ₱10,390.34 ₱10,390.34
₱10,390.34
₱114,293.69
50.00
₱2,285.87
Unit Quantity Unit Cost Amount (PHP)
roll 14.00 ₱1,350.00 ₱18,900.00
roll 18.00 ₱1,980.00 ₱35,640.00
roll 36.00 ₱3,030.00 ₱109,080.00
m 14.00 ₱31.60 ₱442.40
roll 5.00 ₱7,545.00 ₱37,725.00
m 17.00 ₱270.00 ₱4,590.00
m 14.00 ₱115.10 ₱1,611.40
roll 6.00 ₱69,330.00 ₱415,980.00
m 19.00 ₱351.00 ₱6,669.00
m 20.00 ₱450.00 ₱9,000.00
₱31,981.89
₱671,619.69
₱785,913.38
12.00 % of G ₱94,309.61
8.00 % of G ₱62,873.07
5 % of ( G + H + I ) ₱47,154.80
(G+H+I+J) ₱990,250.86
ANALYSIS (DUPA)
HALL
Formworks Fabrication (Third Floor)
4419.145 sq.m.
40 sq.m. / hr
No. of Person No. of Hours Hourly Rate Amount (PHP)
1 110.48 ₱134.93 ₱14,906.88
6 110.48 ₱97.64 ₱64,722.80
10 110.48 ₱75.35 ₱83,245.64
₱162,875.32
No. of Units No. of Hours Hourly Rate Amount (PHP)
1 1.00 ₱16,287.53 ₱16,287.53
₱16,287.53
₱179,162.85
40.00
₱40.54
Unit Quantity Unit Cost Amount (PHP)
pc 503.00 ₱2,300.00 ₱1,156,900.00
bdft 1,283.00 ₱35.00 ₱44,905.00
kg 90.00 ₱80.00 ₱7,200.00
₱1,209,005.00
₱1,388,167.86
12.00 % of G ₱166,580.14
8.00 % of G ₱111,053.43
5 % of ( G + H + I ) ₱83,290.07
(G+H+I+J) ₱1,749,091.50
ANALYSIS (DUPA)
HALL
Formworks Installation (Third Floor)
4419.145 sq.m.
50 sq.m. / hr
No. of Person No. of Hours Hourly Rate Amount (PHP)
1 88.38 ₱134.93 ₱11,925.50
6 88.38 ₱97.64 ₱51,778.24
10 88.38 ₱75.35 ₱66,596.52
₱130,300.26
No. of Units No. of Hours Hourly Rate Amount (PHP)
1 1.00 ₱13,030.03 ₱13,030.03
₱13,030.03
₱143,330.28
50.00
₱32.43
Unit Quantity Unit Cost Amount (PHP)
kg 70.00 ₱80.00 ₱5,600.00
₱5,600.00
₱148,930.28
12.00 % of G ₱17,871.63
8.00 % of G ₱11,914.42
5 % of ( G + H + I ) ₱8,935.82
(G+H+I+J) ₱187,652.16
ANALYSIS (DUPA
HALL
Concreting of Beams and Slab (Third Floor)
438.24 cu.m.
3 cu.m. / hr
No. of Person No. of Hours Hourly Rate Amount (PHP)
1 146.08 ₱134.93 ₱19,710.57
4 146.08 ₱97.64 ₱57,053.00
6 146.08 ₱75.35 ₱66,042.77
₱142,806.35
No. of Units No. of Hours Hourly Rate Amount (PHP)
2 146.08 ₱91.25 ₱26,659.60
2 29.22 ₱2,076.00 ₱121,304.83
2 102.26 ₱3,750.00 ₱766,920.00
1 1.00 ₱14,280.63 ₱14,280.63
₱1,214,777.76
₱1,357,584.11
3.00
₱3,097.81
Unit Quantity Unit Cost Amount (PHP)
cu.m. 438.24 ₱7,648.00 ₱3,351,659.52
₱3,351,659.52
₱4,709,243.63
12.00 % of G ₱565,109.24
8.00 % of G ₱376,739.49
5 % of ( G + H + I ) ₱282,554.62
(G+H+I+J) ₱5,933,646.97
ANALYSIS (DUPA
HALL
Concreting of Columns (Third Floor)
218.84 cu.m.
2 cu.m. / hr
No. of Person No. of Hours Hourly Rate Amount (PHP)
1 109.42 ₱134.93 ₱14,764.04
3 109.42 ₱97.64 ₱32,051.31
6 109.42 ₱75.35 ₱49,468.78
₱96,284.13
No. of Units No. of Hours Hourly Rate Amount (PHP)
2 109.42 ₱91.25 ₱19,969.15
2 54.71 ₱2,076.00 ₱227,155.92
2 109.42 ₱3,750.00 ₱820,650.00
1 1.00 ₱9,628.41 ₱9,628.41
₱1,269,971.74
₱1,366,255.87
2.00
₱6,243.17
Unit Quantity Unit Cost Amount (PHP)
cu.m. 218.84 ₱7,648.00 ₱1,673,688.32
₱1,673,688.32
₱3,039,944.19
12.00 % of G ₱364,793.30
8.00 % of G ₱243,195.54
5 % of ( G + H + I ) ₱182,396.65
(G+H+I+J) ₱3,830,329.68
ANALYSIS (DUPA)
HALL
Stripping of Forms (Third Floor)
4419.145 sq.m.
50 sq.m. / hr
No. of Person No. of Hours Hourly Rate Amount (PHP)
1 88.38 ₱134.93 ₱11,925.50
4 88.38 ₱97.64 ₱34,518.83
10 88.38 ₱75.35 ₱66,596.52
₱113,040.85
No. of Units No. of Hours Hourly Rate Amount (PHP)
1 1.00 ₱11,304.08 ₱11,304.08
₱11,304.08
₱124,344.93
50.00
₱28.14
Unit Quantity Unit Cost Amount (PHP)
₱124,344.93
12.00 % of G ₱14,921.39
8.00 % of G ₱9,947.59
5 % of ( G + H + I ) ₱7,460.70
(G+H+I+J) ₱156,674.61
ANALYSIS (DUPA
HALL
Rebar Fabrication of Column (Fourth Floor)
5.64 metric ton
0.07 metric ton / hr
No. of Person No. of Hours Hourly Rate Amount (PHP)
1 80.54 ₱134.93 ₱10,867.24
6 80.54 ₱99.99 ₱48,319.08
5 80.54 ₱75.35 ₱30,343.39
₱89,529.72
No. of Units No. of Hours Hourly Rate Amount (PHP)
3 80.54 ₱219.75 ₱53,095.90
3 80.54 ₱351.50 ₱84,929.28
1 1.00 ₱8,952.97 ₱8,952.97
₱326,037.58
₱415,567.30
0.07
₱73,711.03
Unit Quantity Unit Cost Amount (PHP)
kg 4,932.23 ₱46.31 ₱228,411.57
kg 705.56 ₱46.31 ₱32,674.48
₱261,086.05
₱676,653.35
12.00 % of G ₱81,198.40
8.00 % of G ₱54,132.27
5 % of ( G + H + I ) ₱40,599.20
(G+H+I+J) ₱852,583.23
ANALYSIS (DUPA)
HALL
Rebar Installation of Column (Fourth Floor)
5.64 metric ton
0.1 metric ton / hr
No. of Person No. of Hours Hourly Rate Amount (PHP)
1 56.38 ₱134.93 ₱7,607.07
6 56.38 ₱99.99 ₱33,823.36
3 56.38 ₱75.35 ₱12,744.22
₱54,174.65
No. of Units No. of Hours Hourly Rate Amount (PHP)
1 1.00 ₱5,417.47 ₱5,417.47
₱113,766.77
₱167,941.42
0.10
₱29,788.52
Unit Quantity Unit Cost Amount (PHP)
kg 70.00 ₱80.00 ₱5,600.00
₱5,600.00
₱173,541.42
12.00 % of G ₱20,824.97
8.00 % of G ₱13,883.31
5 % of ( G + H + I ) ₱10,412.49
(G+H+I+J) ₱218,662.19
ANALYSIS (DUPA)
HALL
Rebar Fabrication of Beams (Fourth Floor)
25.32 metric ton
0.2 metric ton / hr
No. of Person No. of Hours Hourly Rate Amount (PHP)
1 126.61 ₱134.93 ₱17,083.53
5 126.61 ₱99.99 ₱63,298.84
3 126.61 ₱75.35 ₱28,620.27
₱109,002.65
No. of Units No. of Hours Hourly Rate Amount (PHP)
2 126.61 ₱219.75 ₱55,645.25
2 126.61 ₱351.50 ₱89,007.08
1 1.00 ₱10,900.26 ₱10,900.26
₱373,557.89
₱482,560.54
0.20
₱19,056.92
Unit Quantity Unit Cost Amount (PHP)
kg 20,428.85 ₱46.31 ₱946,060.04
kg 4,893.22 ₱46.31 ₱226,605.02
₱1,172,665.06
₱1,655,225.60
12.00 % of G ₱198,627.07
8.00 % of G ₱132,418.05
5 % of ( G + H + I ) ₱99,313.54
(G+H+I+J) ₱2,085,584.25
ANALYSIS (DUPA)
HALL
Rebar Installation of Beams (Fourth Floor)
25.32 metric ton
0.3 metric ton / hr
No. of Person No. of Hours Hourly Rate Amount (PHP)
1 84.41 ₱134.93 ₱11,389.02
5 84.41 ₱99.99 ₱42,199.23
3 84.41 ₱75.35 ₱19,080.18
₱72,668.43
No. of Units No. of Hours Hourly Rate Amount (PHP)
1 1.00 ₱7,266.84 ₱7,266.84
₱7,266.84
₱79,935.28
0.30
₱3,156.74
Unit Quantity Unit Cost Amount (PHP)
kg 90.00 ₱80.00 ₱7,200.00
₱7,200.00
₱87,135.28
12.00 % of G ₱10,456.23
8.00 % of G ₱6,970.82
5 % of ( G + H + I ) ₱5,228.12
(G+H+I+J) ₱109,790.45
ANALYSIS (DUPA)
HALL
Rebar Installation of Suspended Slabs (Fourth Floor)
39.26 metric ton
0.3 metric ton / hr
No. of Person No. of Hours Hourly Rate Amount (PHP)
1 130.86 ₱134.93 ₱17,656.46
6 130.86 ₱99.99 ₱78,506.01
4 130.86 ₱75.35 ₱39,440.13
₱135,602.60
No. of Units No. of Hours Hourly Rate Amount (PHP)
3 130.86 ₱219.75 ₱86,267.10
3 130.86 ₱351.50 ₱137,988.11
1 1.00 ₱13,560.26 ₱13,560.26
₱237,815.47
₱373,418.07
0.30
₱9,512.16
Unit Quantity Unit Cost Amount (PHP)
kg 39,256.93 ₱46.31 ₱1,817,988.43
kg 502.35 ₱80.00 ₱40,188.00
₱1,858,176.43
₱2,231,594.50
12.00 % of G ₱267,791.34
8.00 % of G ₱178,527.56
5 % of ( G + H + I ) ₱133,895.67
(G+H+I+J) ₱2,811,809.07
ANALYSIS (DUPA)
HALL
Pipe Laying (Fourth Floor)
L.S.
1
No. of Person No. of Hours Hourly Rate Amount (PHP)
1 32.00 ₱134.93 ₱4,317.76
4 32.00 ₱97.64 ₱12,497.92
4 32.00 ₱75.35 ₱9,644.80
₱26,460.48
No. of Units No. of Hours Hourly Rate Amount (PHP)
1 1.00 ₱2,646.05 ₱2,646.05
₱2,646.05
₱29,106.53
1.00
₱29,106.53
Unit Quantity Unit Cost Amount (PHP)
PC 18.00 ₱1,500.00 ₱27,000.00
PC 13.00 ₱130.00 ₱1,690.00
PC 7.00 ₱35.00 ₱245.00
PC 10.00 ₱50.00 ₱500.00
PC 13.00 ₱160.00 ₱2,080.00
PC 20.00 ₱390.00 ₱7,800.00
PC 30.00 ₱250.00 ₱7,500.00
ROLL 60.00 ₱10.00 ₱600.00
₱47,415.00
₱76,521.53
12.00 % of G ₱9,182.58
8.00 % of G ₱6,121.72
5 % of ( G + H + I ) ₱4,591.29
(G+H+I+J) ₱96,417.13
ANALYSIS (DUPA)
ATION CENTER
Plumbing Rough Ins (Fourth Floor)
L.S.
1
No. of Person No. of Hours Hourly Rate Amount (PHP)
1 64.00 ₱134.93 ₱8,635.52
4 64.00 ₱97.64 ₱24,995.84
2 64.00 ₱75.35 ₱9,644.80
₱43,276.16
No. of Units No. of Hours Hourly Rate Amount (PHP)
1 1.00 ₱4,327.62 ₱4,327.62
₱4,327.62
₱47,603.78
1.00
₱47,603.78
Unit Quantity Unit Cost Amount (PHP)
PC 9.00 ₱2,276.00 ₱20,484.00
PC 21.00 ₱1,971.00 ₱41,391.00
PC 26.00 ₱700.00 ₱18,200.00
PC 14.00 ₱480.00 ₱6,720.00
PC 30.00 ₱270.00 ₱8,100.00
PC 46.00 ₱40.00 ₱1,840.00
PC 27.00 ₱30.00 ₱810.00
PC 17.00 ₱54.00 ₱918.00
PC 23.00 ₱83.00 ₱1,909.00
PC 53.00 ₱55.00 ₱2,915.00
PC 14.00 ₱90.00 ₱1,260.00
PC 36.00 ₱134.00 ₱4,824.00
PC 20.00 ₱105.00 ₱2,100.00
PC 16.00 ₱145.00 ₱2,320.00
PC 19.00 ₱40.00 ₱760.00
PC 27.00 ₱140.00 ₱3,780.00
PC 10.00 ₱163.00 ₱1,630.00
PC 30.00 ₱173.00 ₱5,190.00
CAN 50.00 ₱155.00 ₱7,750.00
₱132,901.00
₱180,504.78
12.00 % of G ₱21,660.57
8.00 % of G ₱14,440.38
5 % of ( G + H + I ) ₱10,830.29
(G+H+I+J) ₱227,436.02
ANALYSIS (DUPA)
ATION CENTER
Electrical Conduits Laying (Fourth Floor)
1,231.00 pc
10 pc/hour
No. of Person No. of Hours Hourly Rate Amount (PHP)
1 123.10 ₱134.93 ₱16,609.88
3 123.10 ₱97.64 ₱36,058.45
3 123.10 ₱75.35 ₱27,826.75
₱80,495.09
No. of Units No. of Hours Hourly Rate Amount (PHP)
1 1.00 ₱8,049.51 ₱8,049.51
₱8,049.51
₱88,544.60
10.00
₱8,854.46
Unit Quantity Unit Cost Amount (PHP)
pc 1,032.00 ₱485.30 ₱500,829.60
pc 30.00 ₱660.70 ₱19,821.00
pc 102.00 ₱937.00 ₱95,574.00
pc 30.00 ₱1,209.45 ₱36,283.50
pc 27.00 ₱1,881.35 ₱50,796.45
pc 10.00 ₱3,684.00 ₱36,840.00
₱740,144.55
₱828,689.15
12.00 % of G ₱99,442.70
8.00 % of G ₱66,295.13
5 % of ( G + H + I ) ₱49,721.35
(G+H+I+J) ₱1,044,148.33
ANALYSIS (DUPA)
HALL
Wires And Wiring Installation (Fourth Floor)
7731 m
80 m/hour
No. of Person No. of Hours Hourly Rate Amount (PHP)
1 96.64 ₱134.93 ₱13,039.30
5 96.64 ₱97.64 ₱47,178.43
3 96.64 ₱75.35 ₱21,844.91
₱82,062.63
No. of Units No. of Hours Hourly Rate Amount (PHP)
1 1.00 ₱8,206.26 ₱8,206.26
₱8,206.26
₱90,268.90
80.00
₱1,128.36
Unit Quantity Unit Cost Amount (PHP)
roll 25.00 ₱1,350.00 ₱33,750.00
roll 29.00 ₱1,980.00 ₱57,420.00
roll 40.00 ₱3,030.00 ₱121,200.00
m 50.00 ₱31.60 ₱1,580.00
roll 8.00 ₱7,545.00 ₱60,360.00
m 60.00 ₱270.00 ₱16,200.00
m 30.00 ₱115.10 ₱3,453.00
roll 8.00 ₱69,330.00 ₱554,640.00
m 60.00 ₱351.00 ₱21,060.00
m 100.00 ₱450.00 ₱45,000.00
₱45,733.15
₱960,396.15
₱1,050,665.05
12.00 % of G ₱126,079.81
8.00 % of G ₱84,053.20
5 % of ( G + H + I ) ₱63,039.90
(G+H+I+J) ₱1,323,837.96
ANALYSIS (DUPA)
HALL
Formworks Fabrication (Fourth Floor)
4012.61 sq.m.
36 sq.m. / hr
No. of Person No. of Hours Hourly Rate Amount (PHP)
1 111.46 ₱134.93 ₱15,039.49
6 111.46 ₱97.64 ₱65,298.54
10 111.46 ₱75.35 ₱83,986.16
₱164,324.18
No. of Units No. of Hours Hourly Rate Amount (PHP)
1 1.00 ₱16,432.42 ₱16,432.42
₱16,432.42
₱180,756.60
36.00
₱45.05
Unit Quantity Unit Cost Amount (PHP)
pc 583.00 ₱2,300.00 ₱1,340,900.00
bdft 1,243.00 ₱35.00 ₱43,505.00
kg 90.00 ₱80.00 ₱7,200.00
₱1,391,605.00
₱1,572,361.60
12.00 % of G ₱188,683.39
8.00 % of G ₱125,788.93
5 % of ( G + H + I ) ₱94,341.70
(G+H+I+J) ₱1,981,175.62
ANALYSIS (DUPA)
HALL
Formworks Installation (Fourth Floor)
4012.61 sq.m.
45 sq.m. / hr
No. of Person No. of Hours Hourly Rate Amount (PHP)
1 89.17 ₱134.93 ₱12,031.59
6 89.17 ₱97.64 ₱52,238.83
10 89.17 ₱75.35 ₱67,188.93
₱131,459.35
No. of Units No. of Hours Hourly Rate Amount (PHP)
1 1.00 ₱13,145.93 ₱13,145.93
₱13,145.93
₱144,605.28
45.00
₱36.04
Unit Quantity Unit Cost Amount (PHP)
kg 70.00 ₱80.00 ₱5,600.00
₱5,600.00
₱150,205.28
12.00 % of G ₱18,024.63
8.00 % of G ₱12,016.42
5 % of ( G + H + I ) ₱9,012.32
(G+H+I+J) ₱189,258.65
ANALYSIS (DUPA)
HALL
Concreting of Beams and Slab (Fourth Floor)
238.95 cu.m.
2 cu.m. / hr
No. of Person No. of Hours Hourly Rate Amount (PHP)
1 119.48 ₱134.93 ₱16,120.76
3 119.48 ₱97.64 ₱34,996.62
6 119.48 ₱75.35 ₱54,014.65
₱105,132.03
No. of Units No. of Hours Hourly Rate Amount (PHP)
2 119.48 ₱91.25 ₱21,804.19
2 59.74 ₱2,076.00 ₱248,030.10
2 119.48 ₱3,750.00 ₱896,062.50
1 1.00 ₱10,513.20 ₱10,513.20
₱1,386,674.04
₱1,491,806.07
2.00
₱6,243.17
Unit Quantity Unit Cost Amount (PHP)
cu.m. 483.21 ₱7,648.00 ₱3,695,590.08
₱3,695,590.08
₱5,187,396.15
12.00 % of G ₱622,487.54
8.00 % of G ₱414,991.69
5 % of ( G + H + I ) ₱311,243.77
(G+H+I+J) ₱6,536,119.15
ANALYSIS (DUPA)
HALL
Concreting of Columns (Fourth Floor)
218.83 cu.m.
2 cu.m. / hr
No. of Person No. of Hours Hourly Rate Amount (PHP)
1 109.42 ₱134.93 ₱14,763.37
4 109.42 ₱97.64 ₱42,733.12
6 109.42 ₱75.35 ₱49,466.52
₱106,963.01
No. of Units No. of Hours Hourly Rate Amount (PHP)
2 109.42 ₱91.25 ₱19,968.24
2 54.71 ₱2,076.00 ₱227,145.54
2 109.42 ₱3,750.00 ₱820,612.50
1 1.00 ₱10,696.30 ₱10,696.30
₱1,292,348.60
₱1,399,311.61
2.00
₱6,394.51
Unit Quantity Unit Cost Amount (PHP)
cu.m. 218.83 ₱7,648.00 ₱1,673,611.84
₱1,673,611.84
₱3,072,923.45
12.00 % of G ₱368,750.81
8.00 % of G ₱245,833.88
5 % of ( G + H + I ) ₱184,375.41
(G+H+I+J) ₱3,871,883.55
ANALYSIS (DUPA)
HALL
Stripping of Forms (Fourth Floor)
4012.61 sq.m.
50 sq.m. / hr
No. of Person No. of Hours Hourly Rate Amount (PHP)
1 80.25 ₱134.93 ₱10,828.43
4 80.25 ₱97.64 ₱31,343.30
8 80.25 ₱75.35 ₱48,376.03
₱90,547.75
No. of Units No. of Hours Hourly Rate Amount (PHP)
1 1.00 ₱9,054.78 ₱9,054.78
₱9,054.78
₱99,602.53
50.00
₱24.82
Unit Quantity Unit Cost Amount (PHP)
₱99,602.53
12.00 % of G ₱11,952.30
8.00 % of G ₱7,968.20
5 % of ( G + H + I ) ₱5,976.15
(G+H+I+J) ₱125,499.19
ANALYSIS (DUPA)
HALL
Rebar Fabrication of Beams (Roof Deck)
30.27 metric ton
0.22 metric ton / hr
No. of Person No. of Hours Hourly Rate Amount (PHP)
1 137.59 ₱134.93 ₱18,564.36
5 137.59 ₱99.99 ₱68,785.67
3 137.59 ₱75.35 ₱31,101.11
₱118,451.13
No. of Units No. of Hours Hourly Rate Amount (PHP)
2 137.59 ₱219.75 ₱60,468.65
2 137.59 ₱351.50 ₱96,722.32
1 1.00 ₱11,845.11 ₱11,845.11
₱405,938.34
₱524,389.48
0.22
₱17,324.47
Unit Quantity Unit Cost Amount (PHP)
kg 25,855.74 ₱46.31 ₱1,197,379.32
kg 4,412.98 ₱46.31 ₱204,365.10
₱70,087.22
₱1,471,831.64
₱1,996,221.12
12.00 % of G ₱239,546.53
8.00 % of G ₱159,697.69
5 % of ( G + H + I ) ₱119,773.27
(G+H+I+J) ₱2,515,238.61
ANALYSIS (DUPA)
HALL
Rebar Installation of Beams (Roof Deck)
30.27 metric ton
0.3 metric ton / hr
No. of Person No. of Hours Hourly Rate Amount (PHP)
1 100.90 ₱134.93 ₱13,613.86
5 100.90 ₱99.99 ₱50,442.82
2 100.90 ₱75.35 ₱15,204.99
₱79,261.67
No. of Units No. of Hours Hourly Rate Amount (PHP)
1 1.00 ₱7,926.17 ₱7,926.17
₱7,926.17
₱87,187.84
0.30
₱2,880.46
Unit Quantity Unit Cost Amount (PHP)
kg 80.00 ₱80.00 ₱6,400.00
₱6,400.00
₱93,587.84
12.00 % of G ₱11,230.54
8.00 % of G ₱7,487.03
5 % of ( G + H + I ) ₱5,615.27
(G+H+I+J) ₱117,920.67
ANALYSIS (DUPA)
HALL
Rebar Installation of Suspended Slabs (Roof Deck)
38.39 metric ton
0.3 metric ton / hr
No. of Person No. of Hours Hourly Rate Amount (PHP)
1 127.97 ₱134.93 ₱17,267.44
6 127.97 ₱99.99 ₱76,776.32
4 127.97 ₱75.35 ₱38,571.16
₱132,614.93
No. of Units No. of Hours Hourly Rate Amount (PHP)
3 127.97 ₱219.75 ₱84,366.42
3 127.97 ₱351.50 ₱134,947.88
1 1.00 ₱13,261.49 ₱13,261.49
₱232,575.79
₱365,190.72
0.30
₱9,512.16
Unit Quantity Unit Cost Amount (PHP)
kg 38,392.00 ₱46.31 ₱1,777,933.52
kg 597.00 ₱80.00 ₱47,760.00
₱1,825,693.52
₱2,190,884.24
12.00 % of G ₱262,906.11
8.00 % of G ₱175,270.74
5 % of ( G + H + I ) ₱131,453.05
(G+H+I+J) ₱2,760,514.14
ANALYSIS (DUPA)
HALL
Formworks Fabrication (Roof Deck)
3894.61 sq.m.
34 sq.m. / hr
No. of Person No. of Hours Hourly Rate Amount (PHP)
1 114.55 ₱134.93 ₱15,455.87
6 114.55 ₱97.64 ₱67,106.42
10 114.55 ₱75.35 ₱86,311.43
₱168,873.73
No. of Units No. of Hours Hourly Rate Amount (PHP)
1 1.00 ₱16,887.37 ₱16,887.37
₱16,887.37
₱185,761.10
34.00
₱47.70
Unit Quantity Unit Cost Amount (PHP)
pc 654.00 ₱2,300.00 ₱1,504,200.00
bdft 1,388.00 ₱35.00 ₱48,580.00
kg 80.00 ₱80.00 ₱6,400.00
₱1,559,180.00
₱1,744,941.10
12.00 % of G ₱209,392.93
8.00 % of G ₱139,595.29
5 % of ( G + H + I ) ₱104,696.47
(G+H+I+J) ₱2,198,625.78
ANALYSIS (DUPA)
HALL
Formworks Installation (Roof Deck)
3894.61 sq.m.
45 sq.m. / hr
No. of Person No. of Hours Hourly Rate Amount (PHP)
1 86.55 ₱134.93 ₱11,677.77
6 86.55 ₱97.64 ₱50,702.63
5 86.55 ₱75.35 ₱32,606.54
₱94,986.94
No. of Units No. of Hours Hourly Rate Amount (PHP)
1 1.00 ₱9,498.69 ₱9,498.69
₱9,498.69
₱104,485.64
45.00
₱26.83
Unit Quantity Unit Cost Amount (PHP)
kg 80.00 ₱80.00 ₱6,400.00
₱6,400.00
₱110,885.64
12.00 % of G ₱13,306.28
8.00 % of G ₱8,870.85
5 % of ( G + H + I ) ₱6,653.14
(G+H+I+J) ₱139,715.90
ANALYSIS (DUPA)
HALL
Concreting of Beams and Slab (Roof Deck)
582.80 cu.m.
3 cu.m. / hr
No. of Person No. of Hours Hourly Rate Amount (PHP)
1 194.27 ₱134.93 ₱26,212.40
3 194.27 ₱97.64 ₱56,904.59
8 194.27 ₱75.35 ₱117,103.95
₱200,220.94
No. of Units No. of Hours Hourly Rate Amount (PHP)
2 194.27 ₱91.25 ₱35,453.67
2 97.13 ₱2,076.00 ₱403,297.60
2 194.27 ₱3,750.00 ₱1,457,000.00
1 1.00 ₱20,022.09 ₱20,022.09
₱2,316,215.24
₱2,516,436.18
3.00
₱4,317.84
Unit Quantity Unit Cost Amount (PHP)
cu.m. 582.80 ₱7,648.00 ₱4,457,254.40
₱4,457,254.40
₱6,973,690.58
12.00 % of G ₱836,842.87
8.00 % of G ₱557,895.25
5 % of ( G + H + I ) ₱418,421.43
(G+H+I+J) ₱8,786,850.13
ANALYSIS (DUPA)
HALL
Stripping of Forms (Roof Deck)
3894.61 sq.m.
40 sq.m. / hr
No. of Person No. of Hours Hourly Rate Amount (PHP)
1 97.37 ₱134.93 ₱13,137.49
4 97.37 ₱97.64 ₱38,026.97
8 97.37 ₱75.35 ₱58,691.77
₱109,856.24
No. of Units No. of Hours Hourly Rate Amount (PHP)
1 1.00 ₱10,985.62 ₱10,985.62
₱10,985.62
₱120,841.86
40.00
₱31.03
Unit Quantity Unit Cost Amount (PHP)
₱120,841.86
12.00 % of G ₱14,501.02
8.00 % of G ₱9,667.35
5 % of ( G + H + I ) ₱7,250.51
(G+H+I+J) ₱152,260.75
ANALYSIS (DUPA)
HALL
CHB Laying (Class B Mixture)
7272.49 sq.m.
25 sq.m. / hr
No. of Person No. of Hours Hourly Rate Amount (PHP)
1 290.90 ₱134.93 ₱39,251.08
4 290.90 ₱97.64 ₱113,613.75
7 290.90 ₱75.35 ₱153,434.99
₱306,299.82
No. of Units No. of Hours Hourly Rate Amount (PHP)
1 1.00 ₱30,629.98 ₱30,629.98
₱30,629.98
₱336,929.81
25.00
₱46.33
Unit Quantity Unit Cost Amount (PHP)
PC 48,392.00 ₱15.00 ₱725,880.00
PC 48,896.00 ₱15.00 ₱733,440.00
PC 428.00 ₱770.00 ₱329,560.00
PC 5,929.00 ₱275.00 ₱1,630,475.00
kg 403.00 ₱480.00 ₱193,440.00
PC 2,813.00 ₱312.00 ₱877,656.00
₱224,522.55
₱4,714,973.55
₱5,051,903.36
12.00 % of G ₱606,228.40
8.00 % of G ₱404,152.27
5 % of ( G + H + I ) ₱303,114.20
(G+H+I+J) ₱6,365,398.23
ANALYSIS (DUPA)
HALL
Emergency Stairs Railings Fabrication & Installation
5019 kg
50 kg / hr
No. of Person No. of Hours Hourly Rate Amount (PHP)
1 101 ₱134.93 ₱13,627.93
2 101 ₱129.00 ₱26,058.00
3 101 ₱99.99 ₱30,296.97
4 101 ₱66.93 ₱27,039.72
₱97,022.62
No. of Units No. of Hours Hourly Rate Amount (PHP)
2 101.00 ₱371.00 ₱74,942.00
2 101.00 ₱297.00 ₱59,994.00
1 1.00 ₱9,702.26 ₱9,702.26
₱144,638.26
₱241,660.88
50
₱48.15
Unit Quantity Unit Cost Amount (PHP)
pc 483.00 ₱1,540.00 ₱743,820.00
pc 732.00 ₱650.00 ₱475,800.00
pc 10.00 ₱18,295.00 ₱182,950.00
kg 700.00 ₱110.00 ₱77,000.00
pc 83.00 ₱2,400.00 ₱199,200.00
- 1.00 ₱33,575.40 ₱33,575.40
₱1,712,345.40
₱1,954,006.28
12.00 % of G ₱234,480.75
8.00 % of G ₱156,320.50
5 % of ( G + H + I ) ₱117,240.38
(G+H+I+J) ₱2,462,047.92
ANALYSIS (DUPA)
ATION CENTER
Waterproofing
3214 sq.m.
40 sq.m. / hr
No. of Person No. of Hours Hourly Rate Amount (PHP)
1 80.35 ₱134.93 ₱10,841.63
2 80.35 ₱97.64 ₱15,690.75
3 80.35 ₱75.35 ₱18,163.12
₱44,695.49
No. of Units No. of Hours Hourly Rate Amount (PHP)
1 1.00 ₱4,469.55 ₱4,469.55
₱4,469.55
₱49,165.04
40.00
₱15.30
Unit Quantity Unit Cost Amount (PHP)
pc 70.00 ₱3,045.00 ₱213,150.00
PC 40.00 ₱275.00 ₱11,000.00
pc 30.00 ₱49.00 ₱1,470.00
- 1.00 ₱11,281.00 ₱11,281.00
₱236,901.00
₱286,066.04
12.00 % of G ₱34,327.92
8.00 % of G ₱22,885.28
5 % of ( G + H + I ) ₱17,163.96
(G+H+I+J) ₱360,443.21
ANALYSIS (DUPA)
HALL
Panel Board And Circ. Breakers Installation
182 pc
2 pc
No. of Person No. of Hours Hourly Rate Amount (PHP)
1 91.00 ₱134.93 ₱12,278.63
3 91.00 ₱97.64 ₱26,655.72
2 91.00 ₱75.35 ₱13,713.70
₱52,648.05
No. of Units No. of Hours Hourly Rate Amount (PHP)
1 1.00 ₱5,264.81 ₱5,264.81
₱5,264.81
₱57,912.86
2.00
₱28,956.43
Unit Quantity Unit Cost Amount (PHP)
pc 35 ₱1,216.00 ₱42,560.00
pc 52 ₱1,216.00 ₱63,232.00
pc 38 ₱1,216.00 ₱46,208.00
pc 11 ₱1,802.00 ₱19,822.00
pc 5 ₱2,643.00 ₱13,215.00
pc 6 ₱3,155.00 ₱18,930.00
pc 7 ₱5,788.00 ₱40,516.00
pc 2 ₱6,745.00 ₱13,490.00
pc 2 ₱7,733.00 ₱15,466.00
pc 2 ₱4,706.00 ₱9,412.00
pc 7 ₱6,250.00 ₱43,750.00
pc 4 ₱12,680.00 ₱50,720.00
pc 2 ₱14,115.00 ₱28,230.00
set 3 ₱14,275.00 ₱42,825.00
pc 6 ₱19,960.00 ₱119,760.00
₱568,136.00
₱626,048.86
12.00 % of G ₱75,125.86
8.00 % of G ₱50,083.91
5 % of ( G + H + I ) ₱37,562.93
(G+H+I+J) ₱788,821.56
ANALYSIS (DUPA)
ATION CENTER
Plastering (Class B Mixture)
14544.98 sq.m.
50 sq.m. / hr
No. of Person No. of Hours Hourly Rate Amount (PHP)
1 290.90 ₱134.93 ₱39,251.08
3 290.90 ₱97.64 ₱85,210.31
3 290.90 ₱75.35 ₱65,757.85
₱190,219.25
No. of Units No. of Hours Hourly Rate Amount (PHP)
1 1.00 ₱19,021.92 ₱19,021.92
₱19,021.92
₱209,241.17
50.00
₱14.39
Unit Quantity Unit Cost Amount (PHP)
PC 25,783.00 ₱275.00 ₱7,090,325.00
PC 372.55 ₱770.00 ₱286,863.50
₱7,377,188.50
₱7,586,429.67
12.00 % of G ₱910,371.56
8.00 % of G ₱606,914.37
5 % of ( G + H + I ) ₱455,185.78
(G+H+I+J) ₱9,558,901.39
ANALYSIS (DUPA)
ATION CENTER
Ceiling & Framework
7985 sq.m.
60 sq.m. / hr
No. of Person No. of Hours Hourly Rate Amount (PHP)
1 133.08 ₱134.93 ₱17,956.93
4 133.08 ₱97.64 ₱51,977.03
4 133.08 ₱75.35 ₱40,111.32
₱110,045.28
No. of Units No. of Hours Hourly Rate Amount (PHP)
1 1.00 ₱11,004.53 ₱11,004.53
₱11,004.53
₱121,049.81
60.00
₱15.16
Unit Quantity Unit Cost Amount (PHP)
pc 2,252.00 ₱550.00 ₱1,238,600.00
pc 40.00 ₱455.00 ₱18,200.00
box 3.00 ₱250.00 ₱750.00
pc 1,265.00 ₱93.00 ₱117,645.00
pc 4,131.00 ₱129.00 ₱532,899.00
box 253.00 ₱152.00 ₱38,456.00
box 107.00 ₱250.00 ₱26,750.00
kg 160.00 ₱100.00 ₱16,000.00
pc 70.00 ₱110.00 ₱7,700.00
pc 130.00 ₱78.00 ₱10,140.00
box 88.00 ₱280.00 ₱24,640.00
₱2,031,780.00
₱2,152,829.81
12.00 % of G ₱258,339.58
8.00 % of G ₱172,226.38
5 % of ( G + H + I ) ₱129,169.79
(G+H+I+J) ₱2,712,565.56
ANALYSIS (DUPA)
HALL
Electrical Fixtures
1,147.00 pc
10 pc/hour
No. of Person No. of Hours Hourly Rate Amount (PHP)
1 114.70 ₱134.93 ₱15,476.47
4 114.70 ₱97.64 ₱44,797.23
4 114.70 ₱75.35 ₱34,570.58
₱94,844.28
No. of Units No. of Hours Hourly Rate Amount (PHP)
1 1.00 ₱9,484.43 ₱9,484.43
₱9,484.43
₱104,328.71
10.00
₱10,432.87
Unit Quantity Unit Cost Amount (PHP)
SET 140 ₱125.00 ₱17,500.00
SET 48 ₱3,600.00 ₱172,800.00
set 532 ₱305.00 ₱162,260.00
set 192 ₱2,040.00 ₱391,680.00
set 149 ₱149.00 ₱22,201.00
set 62 ₱170.00 ₱10,540.00
set 23 ₱240.00 ₱5,520.00
- 1.00 ₱39,125.05 ₱39,125.05
₱821,626.05
₱925,954.76
12.00 % of G ₱111,114.57
8.00 % of G ₱74,076.38
5 % of ( G + H + I ) ₱55,557.29
(G+H+I+J) ₱1,166,703.00
ANALYSIS (DUPA)
HALL
Plumbing Fixtures Installation
L.S.
1
No. of Person No. of Hours Hourly Rate Amount (PHP)
5 80.00 ₱97.64 ₱39,056.00
5 80.00 ₱75.35 ₱30,140.00
₱69,196.00
No. of Units No. of Hours Hourly Rate Amount (PHP)
1 1.00 ₱6,919.60 ₱6,919.60
₱6,919.60
₱76,115.60
1.00
₱76,115.60
Unit Quantity Unit Cost Amount (PHP)
SET 19.00 ₱15,000.00 ₱285,000.00
SET 73.00 ₱7,500.00 ₱547,500.00
SET 92.00 ₱4,600.00 ₱423,200.00
SET 26.00 ₱3,250.00 ₱84,500.00
SET 4.00 ₱5,100.00 ₱20,400.00
- 1.00 ₱13,606.00 ₱13,606.00
₱1,374,206.00
₱1,450,321.60
12.00 % of G ₱174,038.59
8.00 % of G ₱116,025.73
5 % of ( G + H + I ) ₱87,019.30
(G+H+I+J) ₱1,827,405.22
ANALYSIS (DUPA)
HALL
Installation of Doors and Windows
L.S.
1
No. of Person No. of Hours Hourly Rate Amount (PHP)
10 144.00 - ₱2,415,834.19
₱2,415,834.19
No. of Units No. of Hours Hourly Rate Amount (PHP)
1 1.00 ₱241,583.42 ₱241,583.42
₱241,583.42
₱2,657,417.60
1.00
₱2,657,417.60
Unit Quantity Unit Cost Amount (PHP)
sqm 46.00 ₱5,111.61 ₱235,134.06
sqm 215.46 ₱5,111.61 ₱1,101,347.49
set 23.00 ₱68,500.00 ₱1,575,500.00
sqm 116.00 ₱5,111.61 ₱592,946.76
sqm 55.00 ₱1,733.00 ₱95,315.00
set 3.00 ₱11,760.00 ₱35,280.00
set 2.00 ₱48,700.00 ₱97,400.00
sqm 8.80 ₱3,802.00 ₱33,457.60
set 9.00 ₱2,050.00 ₱18,450.00
set 16.00 ₱24,700.00 ₱395,200.00
set 6.00 ₱24,700.00 ₱148,200.00
sqm 31.50 ₱1,733.00 ₱54,589.50
set 30.00 ₱2,679.00 ₱80,370.00
set 17.00 ₱6,650.00 ₱113,050.00
set 44.00 ₱3,660.00 ₱161,040.00
sqm 344.00 ₱1,835.00 ₱631,240.00
- 1.00 ₱161,055.61 ₱161,055.61
₱5,368,520.41
₱8,025,938.01
12.00 % of G ₱963,112.56
8.00 % of G ₱642,075.04
5 % of ( G + H + I ) ₱481,556.28
(G+H+I+J) ₱10,112,681.90
ANALYSIS (DUPA)
HALL
Tile Works
7888.5 sq.m.
50 sq.m. / hr
No. of Person No. of Hours Hourly Rate Amount (PHP)
1 157.77 ₱134.93 ₱21,287.91
5 157.77 ₱97.64 ₱77,023.31
4 157.77 ₱75.35 ₱47,551.88
₱145,863.10
No. of Units No. of Hours Hourly Rate Amount (PHP)
1 1.00 ₱14,586.31 ₱14,586.31
₱14,586.31
₱160,449.41
50.00
₱20.34
Unit Quantity Unit Cost Amount (PHP)
pc 22,462.00 ₱293.00 ₱6,581,366.00
pc 4,923.00 ₱78.00 ₱383,994.00
bag 469.00 ₱495.00 ₱232,155.00
bag 927.00 ₱550.00 ₱509,850.00
₱7,707,365.00
₱7,867,814.41
12.00 % of G ₱944,137.73
8.00 % of G ₱629,425.15
5 % of ( G + H + I ) ₱472,068.86
(G+H+I+J) ₱9,913,446.15
ANALYSIS (DUPA)
HALL
Paint Works
22529.98 sq.m.
80 sq.m. / hr
No. of Person No. of Hours Hourly Rate Amount (PHP)
1 281.62 ₱134.93 ₱37,999.63
4 281.62 ₱97.64 ₱109,991.36
5 281.62 ₱75.35 ₱106,102.12
₱254,093.11
No. of Units No. of Hours Hourly Rate Amount (PHP)
1 1.00 ₱25,409.31 ₱25,409.31
₱25,409.31
₱279,502.43
80.00
₱12.41
Unit Quantity Unit Cost Amount (PHP)
bags 3,132.00 ₱345.00 ₱1,080,540.00
pail 70.00 ₱3,570.00 ₱249,900.00
pail 89.00 ₱2,900.00 ₱258,100.00
pail 60.00 ₱2,929.00 ₱175,740.00
gal 291 ₱224.00 ₱65,184.00
gal 350.00 ₱849.00 ₱297,150.00
gal 128.00 ₱720.00 ₱92,160.00
gal 39.00 ₱1,057.00 ₱41,223.00
gal 55.00 ₱814.00 ₱44,770.00
gal 24.00 ₱533.00 ₱12,792.00
gal 28.00 ₱140.00 ₱3,920.00
pc 30.00 ₱45.00 ₱1,350.00
pc 30.00 ₱130.00 ₱3,900.00
pc 30.00 ₱60.00 ₱1,800.00
pc 30.00 ₱40.00 ₱1,200.00
roll 20.00 ₱5,800.00 ₱116,000.00
pair 20.00 ₱12.00 ₱240.00
₱2,445,969.00
₱2,725,471.43
12.00 % of G ₱327,056.57
8.00 % of G ₱218,037.71
5 % of ( G + H + I ) ₱163,528.29
(G+H+I+J) ₱3,434,094.00
ANALYSIS (DUPA)
HALL
Scaffolding Works (Dismatnling)
7182 cu.m.
80 cu.m. / hr
No. of Person No. of Hours Hourly Rate Amount (PHP)
1 89.78 ₱134.93 ₱12,113.34
4 89.78 ₱97.64 ₱35,062.52
8 89.78 ₱75.35 ₱54,116.37
₱101,292.23
No. of Units No. of Hours Hourly Rate Amount (PHP)
700 89.78 ₱6.50 ₱408,476.25
1 1.00 ₱10,129.22 ₱10,129.22
₱418,605.47
₱519,897.71
80.00
₱72.39
Unit Quantity Unit Cost Amount (PHP)
₱519,897.71
12.00 % of G ₱62,387.72
8.00 % of G ₱41,591.82
5 % of ( G + H + I ) ₱31,193.86
(G+H+I+J) ₱655,071.11
ANALYSIS (DUPA)
HALL
Ventilation Works
L.S.
1
No. of Person No. of Hours Hourly Rate Amount (PHP)
3 100.00 ₱137.50 ₱41,250.00
3 100.00 ₱97.64 ₱29,292.00
3 100.00 ₱145.00 ₱43,500.00
₱114,042.00
No. of Units No. of Hours Hourly Rate Amount (PHP)
1 1.00 ₱11,404.20 ₱11,404.20
₱11,404.20
₱125,446.20
1.00
₱125,446.20
Unit Quantity Unit Cost Amount (PHP)
set 33 ₱29,998.00 ₱989,934.00
set 81 ₱129,999.00 ₱10,529,919.00
set 74 ₱1,250.00 ₱92,500.00
- 1.00 ₱348,370.59 ₱348,370.59
₱11,960,723.59
₱12,086,169.79
12.00 % of G ₱1,450,340.38
8.00 % of G ₱966,893.58
5 % of ( G + H + I ) ₱725,170.19
(G+H+I+J) ₱15,228,573.94
ANALYSIS (DUPA)
ANALYSIS (DUPA)
HALL
Fire Protection Fabrication & Installation
L.S.
1
No. of Person No. of Hours Hourly Rate Amount (PHP)
10 240.00 ₱1.00 ₱3,093,935.63
₱3,093,935.63
No. of Units No. of Hours Hourly Rate Amount (PHP)
set 240.00 ₱6.50 ₱1,560.00
1 1.00 ₱30,939.36 ₱30,939.36
₱32,499.36
₱3,126,434.99
1.00
₱3,126,434.99
Unit Quantity Unit Cost Amount (PHP)
set 1.00 ₱124,400.00 ₱124,400.00
set 138.00 ₱15,500.00 ₱2,139,000.00
set 40.00 ₱1,400.00 ₱56,000.00
set 486.00 ₱632.00 ₱307,152.00
set 273.00 ₱950.00 ₱259,350.00
pc 8.00 ₱1,320.00 ₱10,560.00
pc 14.00 ₱3,900.00 ₱54,600.00
pc 142.00 ₱1,540.00 ₱218,680.00
pc 424.00 ₱650.00 ₱275,600.00
pc 51.00 ₱48,500.00 ₱2,473,500.00
set 48.00 ₱1,850.00 ₱88,800.00
- 1.00 ₱180,229.26 ₱180,229.26
₱6,187,871.26
₱9,314,306.25
12.00 % of G ₱1,117,716.75
8.00 % of G ₱745,144.50
5 % of ( G + H + I ) ₱558,858.37
(G+H+I+J) ₱11,736,025.87
ANALYSIS (DUPA)
HALL
Glass Works
L.S.
1
No. of Person No. of Hours Hourly Rate Amount (PHP)
8 320.00 ₱93.75 ₱240,000.00
8 320.00 ₱81.25 ₱208,000.00
8 320.00 ₱75.00 ₱192,000.00
₱640,000.00
No. of Units No. of Hours Hourly Rate Amount (PHP)
1 1.00 ₱64,000.00 ₱64,000.00
₱64,000.00
₱704,000.00
1.00
₱704,000.00
Unit Quantity Unit Cost Amount (PHP)
ln.m 276.00 ₱1,008.00 ₱278,208.00
sq.m. 1,303.00 ₱6,800.00 ₱8,860,400.00
sq.m. 357.00 ₱6,900.00 ₱2,463,300.00
sq.m. 1,154.00 ₱12,000.00 ₱13,848,000.00
ln.m 248.00 ₱1,230.00 ₱305,040.00
pc 492.00 ₱150.00 ₱73,800.00
₱25,828,748.00
₱26,532,748.00
12.00 % of G ₱3,183,929.76
8.00 % of G ₱2,122,619.84
5 % of ( G + H + I ) ₱1,591,964.88
(G+H+I+J) ₱33,431,262.48
ANALYSIS (DUPA)
HALL
Solar System
L.S.
1
No. of Person No. of Hours Hourly Rate Amount (PHP)
2 120.00 ₱137.50 ₱33,000.00
2 120.00 ₱97.64 ₱23,433.60
1 120.00 ₱145.00 ₱17,400.00
₱73,833.60
No. of Units No. of Hours Hourly Rate Amount (PHP)
1 1.00 ₱7,383.36 ₱7,383.36
₱7,383.36
₱81,216.96
1.00
₱81,216.96
Unit Quantity Unit Cost Amount (PHP)
set 1.00 ₱250,708.80 ₱250,708.80
set 29.00 ₱35,000.00 ₱1,015,000.00
set 182.00 ₱650.00 ₱118,300.00
- 1.00 ₱69,200.44 ₱69,200.44
₱1,453,209.24
₱1,534,426.20
12.00 % of G ₱184,131.14
8.00 % of G ₱122,754.10
5 % of ( G + H + I ) ₱92,065.57
(G+H+I+J) ₱1,933,377.01
ANALYSIS (DUPA)
HALL
Green Infrastracture (Plant Box Underdrain)
L.S.
1
No. of Person No. of Hours Hourly Rate Amount (PHP)
1 72.00 ₱134.93 ₱9,714.96
2 72.00 ₱97.64 ₱14,060.16
3 72.00 ₱75.35 ₱16,275.60
₱40,050.72
No. of Units No. of Hours Hourly Rate Amount (PHP)
1 4.00 ₱1,861.00 ₱7,444.00
1 1.00 ₱4,005.07 ₱4,005.07
₱11,449.07
₱51,499.79
1.00
₱51,499.79
Unit Quantity Unit Cost Amount (PHP)
pc 370.00 ₱515.00 ₱190,550.00
PC 82.00 ₱1,971.00 ₱161,622.00
PC 104.00 ₱40.00 ₱4,160.00
CAN 26.00 ₱155.00 ₱4,030.00
- 1.00 ₱7,207.24 ₱7,207.24
₱367,569.24
₱419,069.03
12.00 % of G ₱50,288.28
8.00 % of G ₱33,525.52
5 % of ( G + H + I ) ₱25,144.14
(G+H+I+J) ₱528,026.98
ANALYSIS (DUPA)
HALL
Gravel Bedding Manual (Green Infrastructure)
102.80 cu.m.
1.20 cu.m. / hr
No. of Person No. of Hours Hourly Rate Amount (PHP)
1 85.67 ₱134.93 ₱11,559.00
8 85.67 ₱75.35 ₱51,639.87
₱63,198.87
No. of Units No. of Hours Hourly Rate Amount (PHP)
2 85.67 ₱123.00 ₱21,074.00
1 1.00 ₱6,319.89 ₱6,319.89
₱27,393.89
₱90,592.76
1.20
₱881.25
Unit Quantity Unit Cost Amount (PHP)
cu.m. 102.80 ₱620.00 ₱63,736.00
₱63,736.00
₱154,328.76
12.00 % of G ₱18,519.45
8.00 % of G ₱12,346.30
5 % of ( G + H + I ) ₱9,259.73
(G+H+I+J) ₱194,454.23
ANALYSIS (DUPA)
HALL
Green Infrastracture (Vegetation)
849.5 sqm
1
No. of Person No. of Hours Hourly Rate Amount (PHP)
1 112.00 ₱134.93 ₱15,112.16
8 112.00 ₱75.35 ₱67,513.60
₱82,625.76
No. of Units No. of Hours Hourly Rate Amount (PHP)
1 8.00 ₱1,861.00 ₱14,888.00
1 1.00 ₱8,262.58 ₱8,262.58
₱23,150.58
₱105,776.34
1.00
₱105,776.34
Unit Quantity Unit Cost Amount (PHP)
cu.m 265.83 ₱2,450.00 ₱651,283.50
cu.m 561.65 ₱141.00 ₱79,192.65
pc 50.00 ₱259.00 ₱12,950.00
pc 30.00 ₱599.00 ₱17,970.00
pc 24.00 ₱1,599.00 ₱38,376.00
pc 988.00 ₱399.00 ₱394,212.00
pc 255.00 ₱979.00 ₱249,645.00
sqm 183.00 ₱769.00 ₱140,727.00
- 1.00 ₱31,687.12 ₱31,687.12
₱1,616,043.27
₱1,721,819.61
12.00 % of G ₱206,618.35
8.00 % of G ₱137,745.57
5 % of ( G + H + I ) ₱103,309.18
(G+H+I+J) ₱2,169,492.71
ANALYSIS (DUPA)
HALL
Water Supply System
L.S.
1
No. of Person No. of Hours Hourly Rate Amount (PHP)
2 65.00 ₱137.50 ₱17,875.00
2 65.00 ₱97.64 ₱12,693.20
1 8.00 ₱250.00 ₱2,000.00
₱32,568.20
No. of Units No. of Hours Hourly Rate Amount (PHP)
1 1.00 ₱3,256.82 ₱3,256.82
₱3,256.82
₱35,825.02
1.00
₱35,825.02
Unit Quantity Unit Cost Amount (PHP)
set 2.00 ₱523,200.00 ₱1,046,400.00
set 2.00 ₱83,000.00 ₱166,000.00
set 2.00 ₱11,900.00 ₱23,800.00
pc 4.00 ₱511.00 ₱2,044.00
pc 1.00 ₱802.00 ₱802.00
pc 7.00 ₱2,000.00 ₱14,000.00
pc 2.00 ₱235.00 ₱470.00
pc 7.00 ₱105.00 ₱735.00
pc 6.00 ₱105.00 ₱630.00
set 2.00 ₱1,146.00 ₱2,292.00
- 1.00 ₱12,571.73 ₱12,571.73
₱1,269,744.73
₱1,305,569.75
12.00 % of G ₱156,668.37
8.00 % of G ₱104,445.58
5 % of ( G + H + I ) ₱78,334.19
(G+H+I+J) ₱1,645,017.89
ANALYSIS (DUPA)
HALL
Generator Set
L.S.
1
No. of Person No. of Hours Hourly Rate Amount (PHP)
5 8.00
L.S.
No. of Units No. of Hours Hourly Rate Amount (PHP)
1 3.00 ₱1,861.00 ₱5,583.00
₱5,583.00
₱5,583.00
1.00
L.S.
Unit Quantity Unit Cost Amount (PHP)
set 1.00 ₱3,850,000.00 ₱3,850,000.00
₱3,850,000.00
₱3,855,583.00
12.00 % of G ₱462,669.96
8.00 % of G ₱308,446.64
5 % of ( G + H + I ) ₱231,334.98
(G+H+I+J) ₱4,858,034.58
ANALYSIS (DUPA)
HALL
Elevator Installation
L.S.
1
No. of Person No. of Hours Hourly Rate Amount (PHP)
10 288.00
L.S.
No. of Units No. of Hours Hourly Rate Amount (PHP)
L.S.
L.S.
1.00
L.S.
Unit Quantity Unit Cost Amount (PHP)
set 2.00 ₱4,000,000.00 ₱8,000,000.00
set 1.00 ₱1,500,000.00 ₱1,500,000.00
₱9,500,000.00
₱9,500,000.00
12.00 % of G ₱1,140,000.00
8.00 % of G ₱760,000.00
5 % of ( G + H + I ) ₱570,000.00
(G+H+I+J) ₱11,970,000.00
ANALYSIS (DUPA)
HALL
Demobilization
L.S.
1
Unit Quantity Unit Cost Amount (PHP)
Trip 1.00 ₱7,500.00 ₱7,500.00
Trip 2.00 ₱25,000.00 ₱50,000.00
Trip 1.00 ₱7,500.00 ₱7,500.00
Person 75.00 ₱1,000.00 ₱75,000.00
₱140,000.00
No. of Units No. of Hours Hourly Rate Amount (PHP)
1 16.00 ₱134.93 ₱2,158.88
3 16.00 ₱99.99 ₱4,799.52
6 16.00 ₱75.35 ₱7,233.60
₱14,192.00
No. of Units No. of Hours Hourly Rate Amount (PHP)
1 1.00 ₱1,419.20 ₱1,419.20
₱1,419.20
₱155,611.20
1
₱155,611.20
Unit Quantity Unit Cost Amount (PHP)
0
₱155,611.20
12.00 % of G ₱18,673.34
8.00 % of G ₱12,448.90
5 % of ( H + I + J ) ₱9,336.67
( H+I+J+K) ₱196,070.11
ANALYSIS (DUPA)
ANALYSIS (DUPA)
HALL
Occupational Safety and Health Program
L.S
1
No. of Person No. of Hours Hourly Rate Amount (PHP)
1 8,800.00 ₱187.50 ₱1,650,000.00
₱1,650,000.00
No. of Units No. of Hours Hourly Rate Amount (PHP)
₱1,650,000.00
1
₱1,650,000.00
Unit Quantity Unit Cost Amount (PHP)
man-days 24.00 ₱338.00 ₱8,112.00
man-days 24.00 ₱1,950.00 ₱46,800.00
man-days 24.00 ₱130.00 ₱3,120.00
man-days 24.00 ₱235.00 ₱5,640.00
man-days 24.00 ₱415.00 ₱9,960.00
man-days 24.00 ₱145.00 ₱3,480.00
Lot 10.00 ₱832.32 ₱8,323.20
₱77,323.20
₱1,727,323.20
12.00 % of G ₱207,278.78
8.00 % of G ₱138,185.86
5 % of ( G + H + I ) ₱103,639.39
(G+H+I+J) ₱2,176,427.23
ANALYSIS (DUPA)
HALL
RY
Total Unit Cost
₱12,932.07
₱277,063.92
₱345,635.45
₱28,367.54
₱229,582.08
₱585,101.41
₱1,111,420.04
₱452,911.56
₱279,159.82
₱737,503.30
₱867,831.79
₱2,888,675.79
₱497,506.67
₱1,028,822.79
₱133,497.86
₱14,560,076.26
₱111,442.49
₱1,190,887.75
₱2,073,385.79
₱216,762.39
₱382,371.14
₱1,101,895.39
₱1,987,001.17
₱258,821.92
₱50,114.40
₱9,502,949.33
₱62,924.95
₱820,602.06
₱217,163.06
₱3,830,154.65
₱772,188.17
₱170,969.50
₱3,308,444.03
₱91,031.08
₱295,576.82
₱1,054,170.69
₱568,852.15
₱1,568,093.15
₱202,808.07
₱5,655,547.24
₱137,257.56
₱852,432.00
₱219,632.66
₱3,830,329.68
₱2,390,322.15
₱286,446.36
₱3,105,345.60
₱82,274.38
₱249,355.51
₱915,653.00
₱990,250.86
₱1,749,091.50
₱187,652.16
₱5,933,646.97
₱156,674.61
₱852,583.23
₱218,662.19
₱3,871,883.55
₱2,085,584.25
₱109,790.45
₱2,811,809.07
₱96,417.13
₱227,436.02
₱1,044,148.33
₱1,323,837.96
₱1,981,175.62
₱189,258.65
₱6,536,119.15
₱125,499.19
₱2,515,238.61
₱117,920.67
₱2,760,514.14
₱2,198,625.78
₱139,715.90
₱8,786,850.13
₱152,260.75
₱2,462,047.92
₱6,365,398.23
₱360,443.21
₱788,821.56
₱9,558,901.39
₱2,712,565.56
₱1,166,703.00
₱1,827,405.22
₱10,112,681.90
₱9,913,446.15
₱3,434,094.00
₱655,071.11
₱15,228,573.94
₱11,736,025.87
₱33,431,262.48
₱1,933,377.01
₱528,026.98
₱194,454.23
₱2,169,492.71
₱1,645,017.89
₱4,858,034.58
₱11,970,000.00
₱196,070.11
₱2,176,427.23
₱254,186,283.70
₱20,841.77
27062.48
25398.59
₱73,302.84
###
###
1 8 ###
2 16 ### ₱54,906,006.07
10 80
3 24
2 16
9 73.03
4 29.08
7 56
3 24
15 120
15 119.7
16 124.94
16 124.94
8 62.87
5 37.72
12 96.28
3 25.15
9 69.78
8 63.9
4 32
3 20
7 59.4
6 50.56
4 32.3
2 13.73
5 41.18
2 13.73
3 27.92
3 20.94
4 29.11
4 29.04
2 14.52
14 113.51
3 24
3 20
7 59.85
7 56.01
10 77.43
6 51.62
9 74.66
5 38.71
3 27.92
3 20.94
4 29.11
14 113.59
10 83.3
15 119.51
3 24
3 20
6 45.6
5 38.42
11 88.38
7 58.92
10 78.95
6 44.19
3 27.92
3 20.94
5 36.39
10 81.81
7 59.99
11 90.65
3 24
3 20
7 56.15
5 38.66
10 80.25
7 53.5
10 79.65
5 40.13
15 119.4
11 87.56
11 85.98
10 77.89
6 51.93
10 83.07
5 38.95
13 101
36 290
40 321.4
6 48.67
61 484.83
17 133.08
4 34.67
10 80
18 144
20 157.77
35 281.62
11 89.78
13 100
30 240
40 320
8 65
9 72
9 70.79
14 112
8 65
1 8
36 288
2 16
column size
102 0.6x0.6
Footing
102 4x4
footing concrete volume
Column concrete volume 816
146.8
column rebars footing rebars
main bars 1326 3808
stirrups 939
gi 55 603
3275.22 21134.4
24409.62
658
939
146.8
108
Area footing Area column
826 1060
1886
184.17
143.11
2 327.28
4 use 163.64
5.285993645
865.00
8
845 9.48
840 9.48
8965
0
3000
1650
4950
12
150
18
13
150
9
9
150
10111
5632
411.7875
145.44
12mm at 6 1224 #REF!
10mm at 6 939 #REF!
Tie wire 55
849.75
pcs 1135
stirrups 569
gi 64.6
2104.44
448.72
2553.16
351.073
rebar per 6m 3562 33767.76
gi 284
3300
1800
5850
50
150
22
14
9
7
11202
368.33
354.96
621.97
336.315
1019.4
1060.8
1791.27
3871.47
101.79
268.6905
145.54
516.0205
407 9.48
1221 14.82
816 3.72
3782 9.48
307
35853.36
1800
1500
4050
150
12
6
150
7
8
7683
1894.805 657.93
1060.8 363.33
1463.54 508.17
4419.145 382.3575
1894.805 284.22075
146.35
430.57075
290 9.48
869 14.82
2749.2
12878.58
15627.78
581 4.08
65.9
2370.48
3825 9.48
304
3750
4350
6000
15
1200
19
13
1200
16
18
16581
1040.31 363.33
1060.8 361.22
1911.5 663.72
4012.61 1388.27
347.0675
1911.5 286.725
145.44
104.03
390.755
424 9.48 #REF!
1271 14.82 #REF!
#REF!
849 4.02 3412.98
1753.46
152.31
0
40
2 HP Transfer
Pump (Self-
2 HP Control Box
Gate Valve S-40 (65mm D)
Check Valve S-40 (65mm D)
G.I. Pipe S-40 (65mm D)
G.I. Tee S-40 (65mm D)
G.I. 90 deg Elbow S-40 (65mm D)
G.I. Coupling S-40 (65mm D)
Float Valve - Stainless
Consumables (1% Materials Cost)
DURATION GANG SIZE
1 3 Project Billboard/ Signboard
2 10 Mobilization
10 10 Construction of the Field Office of the Engineer
5 6 Clearing and Grubbing
3 8 Site Surveying
14 3 Excavation
12 9 Gravel Bedding
7 6 Cistern Tank
4 5 Catch Basin
15 6 Septic Tank
15 13 Scaffolding Works
17 12 Rebar Fabrication of Footing and Column (First Floor)
15 10 Rebar Installation of Footing and Column (First Floor)
11.7875 12 17 Formworks Fabrication for Column and Footing (First Floor)
7.8475 8 17 Formworks Installation Column and Footing (First Floor)
22.29875 23 10 Concreting of Footing and Column (First Floor)
7.85875 8 15 Stripping of Forms
11.63125 12 8 Backfilling and Compaction
10 8 Rebar Installation for Slab on Grade (First Floor)
7 9 Formworks Fabrication of Slab on Grade
5.71875 6 9 Formworks Installation of Slab on Grade
7.5 8 8 Pipe Laying (Ground Floor)
7.75 8 7 Plumbing Rough Ins (Ground Floor)
8 7 9 Electrical Conduits Laying (First Floor)
6.32 6 9 Wires And Wiring Installation (First Floor)
13.2 14 8 Concreting of Slab on Grade
6.86375 7 9 Stripping of Forms of Slab on Grade
10.06625 10 12 Rebar Fabrication of Column (Second Floor)
7.04625 7 10 Rebar Installation of Column (Second Floor)
13.6775 14 10 Concreting of Columns (Second Floor)
10.25375 11 10 Rebar Fabrication of Beams (Second Floor)
7.7025 8 8 Rebar Installation of Beams (Second Floor)
23.5425 23 11 Rebar Installation of Suspended Slabs (Second Floor)
16.13125 17 17 Formworks Fabrication (Second Floor)
12.09875 12 17 Formworks Installation (Second Floor)
4 6 Pipe Laying (Second Floor)
8 7 Plumbing Rough Ins (Second Floor)
12.5 13 4 Electrical Conduits Laying (Second Floor)
14.0025 14 7 Wires And Wiring Installation (Second Floor)
12.1725 13 10 Concreting of Beams and Slab (Second Floor)
10 15 Stripping of Forms (Second Floor)
11 12 Rebar Fabrication of Column (Third Floor)
7.04625 7 10 Rebar Installation of Column (Third Floor)
13.6775 14 10 Concreting of Columns (Third Floor)
15.93625 16 10 Rebar Fabrication of Beams (Third Floor)
12 8 Rebar Installation of Beams (Third Floor)
16.23375 17 11 Rebar Installation of Suspended Slabs (Third Floor)
13.81 14 17 Formworks Fabrication (Third Floor)
11 17 Formworks Installation (Third Floor)
5 7 Pipe Laying (Third Floor)
8 8 Plumbing Rough Ins (Third Floor)
13.2875 14 6 Electrical Conduits Laying (Third Floor)
19.2075 20 7 Wires And Wiring Installation (Third Floor)
18.26 19 11 Concreting of Beams and Slab (Third Floor)
11 11 15 Stripping of Forms (Third Floor)
10 12 Rebar Fabrication of Column (Fourth Floor)
7.0475 7 10 Rebar Installation of Column (Fourth Floor)
13.6775 14 12 Concreting of Columns (Fourth Floor)
15.75 16 9 Rebar Fabrication of Beams (Fourth Floor)
11 8 Rebar Installation of Beams (Fourth Floor)
16.3575 17 11 Rebar Installation of Suspended Slabs (Fourth Floor)
13.9325 14 17 Formworks Fabrication (Fourth Floor)
---- 11 17 Formworks Installation (Fourth Floor)
4 9 Pipe Laying (Fourth Floor)
8 7 Plumbing Rough Ins (Fourth Floor)
15.3875 16 7 Electrical Conduits Laying (Fourth Floor)
12 12 9 Wires And Wiring Installation (Fourth Floor)
14.935 15 10 Concreting of Beams and Slab (Fourth Floor)
10 13 Stripping of Forms (Fourth Floor)
17.19875 17 9 Rebar Fabrication of Beams (Roof Deck)
13 13 8 Rebar Installation of Beams (Roof Deck)
16 16 11 Rebar Installation of Suspended Slabs (Roof Deck)
14.31875 15 17 Formworks Fabrication (Roof Deck)
11 11 12 Formworks Installation (Roof Deck)
24.28375 25 12 Concreting of Beams and Slab (Roof Deck)
12.5 13 13 Stripping of Forms (Roof Deck)
12.625 13 10 Emergency Stairs Railings Fabrication & Installation
36.3625 36 12 CHB Laying (Class B Mixture)
10 6 Waterproofing
36.3625 37 7 Plastering (Class B Mixture)
11 13 Scaffolding Works (for finishing)
18 18 10 Installation of Doors and Windows
16.635 17 9 Ceiling & Framework
12.5 13 9 Ventilation Works
30 30 10 Fire Protection Fabrication & Installation
11.375 12 6 Panel Board And Circ. Breakers Installation
14.3375 15 9 Electrical Fixtures
10 10 Plumbing Fixtures Installation
19.72125 20 10 Tile Works
35.2025 35 10 Paint Works
40 24 Glass Works
15 15 5 Solar System
8.125 9 5 Water Supply System
1 5 Generator Set
36 14 10 Elevator Installation
9 5 Green Infrastructure (Plant Box Underdrain)
11 9 Gravel Bedding Manual (Green Infrastructure)
14 36 9 Green Infrastructure (Vegetation)
2 9 Demobilization
#VALUE!
stirrups
10mm at 320
rete volume
816
rs
3808 ₱14,949.96
603
21134.4
108
n
1060
9.48
9.48
0
#REF!
#REF!
9.48
14.82
3.72
0
9.48
657.93
363.33
508.17
382.3575
284.22075
146.35
430.57075
9.48
363.33
361.22
663.72
1388.27
347.0675
#REF!
#REF!
#REF!
3412.98
1753.46
152.31
0
NEW PRICE NEW DURATION
oard/ Signboard #NAME? #NAME? #NAME? 1
#NAME? #NAME? #NAME? 2
n of the Field Office of the Engineer #NAME? #NAME? #NAME? 10
d Grubbing #NAME? #NAME? #NAME? 5
ng #NAME? #NAME? #NAME? 3
#NAME? #NAME? #NAME? 14
ding #NAME? #NAME? #NAME? 12
k #NAME? #NAME? #NAME? 7
#NAME? #NAME? #NAME? 4
#NAME? #NAME? #NAME? 15
Works #NAME? #NAME? #NAME? 15
cation of Footing and Column (First Floor) #NAME? #NAME? #NAME? 17
lation of Footing and Column (First Floor) #NAME? #NAME? #NAME? 15
Fabrication for Column and Footing (First Floor) #NAME? #NAME? #NAME? 12
nstallation Column and Footing (First Floor) #NAME? #NAME? #NAME? 8
of Footing and Column (First Floor) #NAME? #NAME? #NAME? 23
Forms #NAME? #NAME? #NAME? 8
nd Compaction #NAME? #NAME? #NAME? 12
lation for Slab on Grade (First Floor) #NAME? #NAME? #NAME? 10
Fabrication of Slab on Grade #NAME? ₱258,821.92 #NAME? 7
nstallation of Slab on Grade #NAME? ₱50,114.40 #NAME? 6
(Ground Floor) #NAME? ₱216,762.39 #NAME? 8
ough Ins (Ground Floor) #NAME? ₱382,371.14 #NAME? 8
onduits Laying (First Floor) #NAME? ₱1,101,895.39 #NAME? 7
Wiring Installation (First Floor) #NAME? ₱1,987,001.17 #NAME? 6
of Slab on Grade #NAME? #NAME? #NAME? 14
Forms of Slab on Grade #NAME? #NAME? #NAME? 7
cation of Column (Second Floor) #NAME? #NAME? #NAME? 10
lation of Column (Second Floor) #NAME? #NAME? #NAME? 7
of Columns (Second Floor) #NAME? #NAME? #NAME? 14
cation of Beams (Second Floor) #NAME? #NAME? #NAME? 11
lation of Beams (Second Floor) #NAME? #NAME? #NAME? 8
lation of Suspended Slabs (Second Floor) #NAME? #NAME? #NAME? 23
Fabrication (Second Floor) #NAME? ₱1,568,093.15 #NAME? 17
nstallation (Second Floor) #NAME? ₱202,808.07 #NAME? 12
(Second Floor) #NAME? ₱91,031.08 #NAME? 4
ough Ins (Second Floor) #NAME? ₱295,576.82 #NAME? 8
onduits Laying (Second Floor) #NAME? ₱1,054,170.69 #NAME? 13
Wiring Installation (Second Floor) #NAME? ₱568,852.15 #NAME? 14
of Beams and Slab (Second Floor) #NAME? #NAME? #NAME? 13
Forms (Second Floor) #NAME? #NAME? #NAME? 10
cation of Column (Third Floor) #NAME? #NAME? #NAME? 11
lation of Column (Third Floor) #NAME? #NAME? #NAME? 7
of Columns (Third Floor) #NAME? #NAME? #NAME? 14
cation of Beams (Third Floor) #NAME? #NAME? #NAME? 16
lation of Beams (Third Floor) #NAME? #NAME? #NAME? 12
lation of Suspended Slabs (Third Floor) #NAME? #NAME? #NAME? 17
Fabrication (Third Floor) #NAME? ₱1,749,091.50 #NAME? 14
nstallation (Third Floor) #NAME? ₱187,652.16 #NAME? 11
(Third Floor) #NAME? ₱82,274.38 #NAME? 5
ough Ins (Third Floor) #NAME? ₱249,355.51 #NAME? 8
onduits Laying (Third Floor) #NAME? ₱915,653.00 #NAME? 14
Wiring Installation (Third Floor) #NAME? ₱990,250.86 #NAME? 20
of Beams and Slab (Third Floor) #NAME? #NAME? #NAME? 19
Forms (Third Floor) #NAME? #NAME? #NAME? 11
cation of Column (Fourth Floor) #NAME? #NAME? #NAME? 10
lation of Column (Fourth Floor) #NAME? #NAME? #NAME? 7
of Columns (Fourth Floor) #NAME? #NAME? #NAME? 14
cation of Beams (Fourth Floor) #NAME? #NAME? #NAME? 16
lation of Beams (Fourth Floor) #NAME? #NAME? #NAME? 11
lation of Suspended Slabs (Fourth Floor) #NAME? #NAME? #NAME? 17
Fabrication (Fourth Floor) #NAME? ₱1,981,175.62 #NAME? 14
nstallation (Fourth Floor) #NAME? ₱189,258.65 #NAME? 11
(Fourth Floor) #NAME? ₱96,417.13 #NAME? 4
ough Ins (Fourth Floor) #NAME? ₱227,436.02 #NAME? 8
onduits Laying (Fourth Floor) #NAME? ₱1,044,148.33 #NAME? 16
Wiring Installation (Fourth Floor) #NAME? ₱1,323,837.96 #NAME? 12
of Beams and Slab (Fourth Floor) #NAME? #NAME? #NAME? 15
Forms (Fourth Floor) #NAME? #NAME? #NAME? 10
cation of Beams (Roof Deck) #NAME? #NAME? #NAME? 17
lation of Beams (Roof Deck) #NAME? #NAME? #NAME? 13
lation of Suspended Slabs (Roof Deck) #NAME? #NAME? #NAME? 16
Fabrication (Roof Deck) #NAME? #NAME? #NAME? 15
nstallation (Roof Deck) #NAME? #NAME? #NAME? 11
of Beams and Slab (Roof Deck) #NAME? #NAME? #NAME? 25
Forms (Roof Deck) #NAME? #NAME? #NAME? 13
Stairs Railings Fabrication & Installation #NAME? #NAME? #NAME? 13
(Class B Mixture) #NAME? #NAME? #NAME? 36
ng #NAME? #NAME? #NAME? 10
Class B Mixture) #NAME? ₱9,558,901.39 #NAME? 37
Works (for finishing) #NAME? ₱655,071.11 #NAME? 11
of Doors and Windows #NAME? ₱10,112,681.90 #NAME? 18
amework #NAME? ₱2,712,565.56 #NAME? 17
Works #NAME? ₱15,228,573.94 #NAME? 13
on Fabrication & Installation #NAME? ₱11,736,025.87 #NAME? 30
And Circ. Breakers Installation #NAME? ₱788,821.56 #NAME? 12
xtures #NAME? ₱1,166,703.00 #NAME? 15
xtures Installation #NAME? ₱1,827,405.22 #NAME? 10
#NAME? ₱9,913,446.15 #NAME? 20
#NAME? ₱3,434,094.00 #NAME? 35
s #NAME? #NAME? #NAME? 40
m #NAME? #NAME? #NAME? 15
y System #NAME? ₱1,645,017.89 #NAME? 9
et #NAME? ₱4,858,034.58 #NAME? 1
tallation #NAME? ₱11,970,000.00 #NAME? 14
structure (Plant Box Underdrain) #NAME? ₱528,026.98 #NAME? 9
ding Manual (Green Infrastructure) #NAME? ₱194,454.23 #NAME? 11
structure (Vegetation) #NAME? ₱2,169,492.71 #NAME? 36
on #NAME? ₱196,070.11 #NAME?
₱2,176,427.23 #NAME?
should be same ₱254,186,283.70
total
NEW GANG SIZE
#NAME?
#NAME?
#NAME?
#NAME?
#NAME?
#NAME?
#NAME?
#NAME?
#NAME?
#NAME? 8 8
#NAME? 8 7
#NAME? 8 5
#NAME? 7 7
#NAME?
#NAME?
#NAME?
#NAME?
#NAME?
#NAME?
9
9
8
7
9
9
#NAME?
#NAME?
#NAME?
#NAME?
#NAME?
#NAME?
#NAME?
#NAME?
17
17
6
7
4
7
#NAME?
#NAME?
#NAME?
#NAME?
#NAME?
#NAME?
#NAME?
#NAME?
17
17
7
8
6
7
#NAME?
#NAME?
#NAME?
#NAME?
#NAME?
#NAME?
#NAME?
#NAME?
17
17
9
7
7
9
#NAME?
#NAME?
#NAME?
#NAME?
#NAME?
#NAME?
#NAME?
#NAME?
#NAME?
#NAME?
#NAME?
#NAME?
7
13
10
9
9
10
6
9
10
10
10
#NAME?
#NAME?
5
5
10
5
9
9
#NAME?
#NAME?
Pipe Laying (Ground Floor)
Plumbing Rough Ins (Ground Floor)
Electrical Conduits (Laying Ground Floor
Wires And Wiring Installation (Ground Fl
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A Sub-total for A
Name & Capacity
Equipment:
B Sub-total for B
C Total (A+B)
D Output per hour (unit)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Item No./Description :
Unit of Measurement :
Output :
Item
A Sub-total for A
Name & Capacity
Labor
B Sub-total for B
Name & Capacity
Equipment:
C Sub-total for C
D Total (A+B+C)
E Output per hour (unit)
F Direct Unit Cost (Price per unit)
Name & Specification
Materials
G Sub-total for G
H Direct Unit Cost (C+F)
I Overhead, Contigencies and Miscellaneous (OCM)
J Contractor's Profit (CP)
K Value Added Tax (VAT)
L Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
Sub-total for B
C Total (A+B)
D Output per hour (unit)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A
1
Name & Capacity
Equipment:
B
Sub-total for B
C Total (A+B)
D Output per hour (unit)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A
Sub-total for A
Name & Capacity
Equipment:
B
Sub-total for B
C Total (A+B)
D Output per hour (unit)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA
CANDELARIA OPERATION CENTER
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F
-
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A
A
Sub-total for A
Name & Capacity
Equipment:
Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F
-
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A
Sub-total for A
Name & Capacity
Equipment:
B
B
Sub-total for B
C Total (A+B)
D Output per hour (unit)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Item No./Description :
Unit of Measurement :
Output :
Designation
Sub-total for A
Name & Capacity
Equipment:
Sub-total for B
C Total (A+B)
D Output per hour
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F
F
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
Sub-total for B
C Total (A+B)
D Output per hour
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F
F
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F
F
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
Sub-total for B
C Total (A+B)
D Output per hour (unit)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
Sub-total for B
C Total (A+B)
D Output per hour (unit)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
B
Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
21.14428571
Sub-total for A
Name & Capacity
Equipment:
B
Total (A+B)
C
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
B
Equipment:
Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
B
B
Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F
-
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A Sub-total for A
Name & Capacity
Equipment:
B Sub-total for B
C Total (A+B)
D Output per hour (unit)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F
F Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A Sub-total for A
Name & Capacity
Equipment:
B Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
B
Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
6.3
Sub-total for A
Name & Capacity
Equipment:
B
Total (A+B)
C
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
Sub-total for B
C Total (A+B)
D Output per hour (unit)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
Sub-total for B
C Total (A+B)
D Output per hour (unit)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Item No./Description :
Unit of Measurement :
Output :
Designation
A
Labor
Sub-total for A
Name & Capacity
Equipment:
B
Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
8.6
Sub-total for A
Name & Capacity
Equipment:
B
Total (A+B)
C
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A Sub-total for A
Name & Capacity
Equipment:
B Sub-total for B
C Total (A+B)
D Output per hour (unit)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A Sub-total for A
Name & Capacity
Equipment:
B Sub-total for B
C Total (A+B)
D Output per hour (unit)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F
F Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A Sub-total for A
Name & Capacity
Equipment:
B Sub-total for B
C Total (A+B)
D Output per hour (unit)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
B
Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
B
Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A Sub-total for A
Name & Capacity
Equipment:
B Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A
A Sub-total for A
Name & Capacity
Equipment:
B Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A Sub-total for A
Name & Capacity
Equipment:
B Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
15.52325
Sub-total for A
Name & Capacity
Equipment:
B
B
Total (A+B)
C
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A Sub-total for A
Name & Capacity
Equipment:
B Sub-total for B
C Total (A+B)
D Output per hour (unit)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A Sub-total for A
Name & Capacity
Equipment:
B Sub-total for B
C Total (A+B)
D Output per hour (unit)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F
F Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
B
Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A Sub-total for A
Name & Capacity
Equipment:
B Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Item No./Description :
Unit of Measurement :
Output :
Designation
A
Labor
Sub-total for A
Name & Capacity
Equipment:
B
Sub-total for B
C Total (A+B)
D Output per hour
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Fabrication:
A
A Sub-total for A
Name & Capacity
Equipment:
B Sub-total for B
C Total (A+B)
D Output per hour
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Fabrication:
A
A Sub-total for A
Name & Capacity
Equipment:
B Sub-total for B
C Total (A+B)
D Output per hour
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Fabrication:
A Sub-total for A
Name & Capacity
Equipment:
B
B Sub-total for B
C Total (A+B)
D Output per hour
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Fabrication:
A Sub-total for A
Name & Capacity
Equipment:
B Sub-total for B
C Total (A+B)
D Output per hour
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A Sub-total for A
Name & Capacity
Equipment:
B Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A Sub-total for A
Name & Capacity
Equipment:
B Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A Sub-total for A
Name & Capacity
Equipment:
B Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (C/D)
Name & Specification
Materials
F Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A Sub-total for A
Name & Capacity
Equipment:
B Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (C/D)
Name & Specification
Materials
F
F Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A Sub-total for A
Name & Capacity
Equipment:
B Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (C/D)
Name & Specification
Materials
F Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A Sub-total for A
Name & Capacity
Equipment:
B Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (C/D)
Name & Specification
Materials
F Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
B
Sub-total for B
C Total (A+B)
D Output per hour (sq.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A
Sub-total for A
Name & Capacity
Equipment:
B
Sub-total for B
C Total (A+B)
D Output per hour
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
B
Sub-total for B
C Total (A+B)
D Output per hour (sq.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
B
Sub-total for B
C Total (A+B)
D Output per hour (sq.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A
A
Sub-total for A
Name & Capacity
Equipment:
B
Sub-total for B
C Total (A+B)
D Output per hour (sq.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A
A Sub-total for A
Name & Capacity
Equipment:
B Sub-total for B
C Total (A+B)
D Output per hour
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A
A
Sub-total for A
Name & Capacity
Equipment:
Sub-total for B
C Total (A+B)
D Output per hour
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
B
B
Sub-total for B
C Total (A+B)
D Output per hour (sq.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
B
Sub-total for B
C Total (A+B)
D Output per hour (sq.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
B
Equipment:
Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
B
Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (C/D)
Name & Specification
Materials
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A Sub-total for A
Name & Capacity
Equipment:
B Sub-total for B
C Total (A+B)
D Output per hour
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Fabrication:
Sub-total for A
Name & Capacity
Equipment:
B
Sub-total for B
C Total (A+B)
D Output per hour
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Item No./Description :
Unit of Measurement :
Output :
Item
A Sub-total for A
Name & Capacity
Labor
B Sub-total for B
Name & Capacity
Equipment:
C Sub-total for C
D Total (A+B+C)
E Output per hour (unit)
F Direct Unit Cost (Price per unit)
Name & Specification
Materials
G Sub-total for G
H Direct Unit Cost (C+F)
I Overhead, Contigencies and Miscellaneous (OCM)
J Contractor's Profit (CP)
K Value Added Tax (VAT)
L Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA
CANDELARIA OPERATION CENTER
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A
Sub-total for A
Name & Capacity
Equipment:
B
Sub-total for B
C Total (A+B)
D Output per hour (unit)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F
F
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
SUMMARY
Item No./Description :
A
Total
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Project Billboard/ Signboard
1 each
1
Designation No. of Person o. of Hours Hourly Rate
a. Foreman 1 8.00 ₱134.93
b. Unskilled Labor 2 8.00 ₱75.35
Sub-total for A
Name & Capacity No. of Units o. of Hours Hourly Rate
ment:
a. Minor Tools (10% of labor cost) 1 1.00 ₱228.50
Sub-total for B
(A+B)
ut per hour (unit)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity Unit Cost
ials
PLYWOOD ORDINARY (0.0125m x 1.4m x 2.44m) pc 1.00 ₱995.00
Tarpaulin pc 1.00 ₱1,000.00
Assorted Lumber bd.ft. 50.00 ₱35.00
Assorted CW Nails kg 2.00 ₱65.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of G
actor's Profit (CP) 8.00 % of G
Added Tax (VAT) 5 % of ( G + H + I )
Unit Cost (G+H+I+
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Mobilization
L.S.
1
Item Unit Quantity Unit Cost
a. Truck Mounted Crane Trip 1.00 ₱7,500.00
b. Excavator Trip 2.00 ₱25,000.00
c. Dump truck Trip 1.00 ₱7,500.00
d. Manpower Person 25.00 ₱1,000.00
e. Permit and Clearance L.S. 1.00 ₱3,000.00
f. Toll Fees and Miscellaneous L.S. 1.00 ₱5,000.00
g. Utilities Connection L.S 1.00 ₱10,000.00
h. Barracks & Office L.S 3.00 ₱15,000.00
Sub-total for A
Name & Capacity No. of Units o. of Hours Hourly Rate
a. Foreman 1 16.00 ₱134.93
b. Highly Skilled Operator 3 16.00 ₱99.99
c.. Unskilled Labor 5 16.00 ₱75.35
Sub-total for B
Name & Capacity No. of Units o. of Hours Hourly Rate
ment:
a. Minor Tools (10% of labor cost) 1 1.00 ₱15,300.00
Sub-total for C
(A+B+C)
ut per hour (unit)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity Unit Cost
ials
Sub-total for G
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of G
actor's Profit (CP) 8.00 % of G
Added Tax (VAT) 5 % of ( H + I + J )
Unit Cost ( H+I+J+
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Construction of the Field Office of the Engineer
1 L.S
Designation No. of Person o. of Hours Hourly Rate
a. Foreman 1 50.00 ₱134.93
b. Skilled Laborer 3 50.00 ₱97.64
b. Unskilled Labor 6 50.00 ₱75.35
Sub-total for A
Name & Capacity No. of Units o. of Hours Hourly Rate
ment:
a. One Bagger Mixer 1 30.00 ₱170.88
b. Water Truck 1 8.00 ₱2,450.00
c. Minor Tools (10% of labor cost) 1 1.00 ₱4,399.75
Sub-total for B
(A+B)
ut per hour (unit)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity Unit Cost
ials
I. Earthworks
a. Gravel Bedding cu.m. 3.00 ₱680.00
b. SelectedFill cu.m. 8.00 ₱334.00
c. Soil Poisoning L 2.50 ₱255.00
II. Concrete Works
a.Portland Cement bag 80.00 ₱275.00
b. Crushed Gravel cu.m. 18.00 ₱680.00
c. Washed Sand cu.m. 16.00 ₱500.00
III. Reinforcing Bar
a. Deformed Round Bar Grade 40 kg 400.00 ₱45.32
b. GI Tie Wire #16 kg 18.00 ₱80.00
IV. Formworks
Ordinary Plywoord pc 15.00 ₱385.00
Cocolumber (2''x3"x12) bdft 300.00 ₱35.00
CWN Assorted kg 4.00 ₱80.00
V. Masonry Works
CHB 6" tck pc 600.00 ₱15.00
Portland Cement bag 39.00 ₱275.00
Washed Sand cu.m. 5.00 ₱500.00
10mm dia. x 6 RSB kg 60.00 ₱38.00
GI Tie Wire #16 kg 2.00 ₱80.00
VI. Doors and Windows
a. Hollow Core Flush type swing door complete with accessories. 0.90m.x2.1m. set 2.00 ₱1,800.00
Jalousie Window, 1.4m.x1.2m set 2.00 ₱1,000.00
Jalousie Window, 2.8m.x1.2m. set 2.00 ₱1,900.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of G
actor's Profit (CP) 8.00 % of G
Added Tax (VAT) 5 % of ( G + H + I )
Unit Cost (G+H+I+
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
103.2.1 Clearing and Grubbing
446.65 sq.m.
55.83125 sq.m. / hr
Designation No. of PersonNo. of HoursHourly Rate
a. Foreman 1 8.00 ₱134.93
b. Unskilled Labor 4 8.00 ₱75.35
1
Name & Capacity No. of Units No. of HoursHourly Rate
ment:
a. Minor Tools (10% of labor cost) 1 1.00 ₱349.06
Sub-total for B
(A+B)
ut per hour (unit)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity Unit Cost
ials
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of G
actor's Profit (CP) 8.00 % of G
Added Tax (VAT) 5 % of ( G + H + I )
Unit Cost (G+H+I+
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
1000 - Termite Control Work
446.65 sq.m.
50.00 sq.m. / hr
Designation No. of PersonNo. of HoursHourly Rate
a. Foreman 1 8.93 ₱134.93
b. Unskilled Labor 2 8.93 ₱75.35
Sub-total for A
Name & Capacity No. of Units No. of HoursHourly Rate
ment:
a. Backpack Power Sprayer 1 8.93 ₱55.97
b. Minor Tools (10% of labor cost) 1 1.00 ₱255.15
Sub-total for B
(A+B)
ut per hour (unit)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity Unit Cost
ials
Termiticide L 1,861.19 ₱255.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of G
actor's Profit (CP) 8.00 % of G
Added Tax (VAT) 5 % of ( G + H + I )
Unit Cost (G+H+I+
DETAILED UNIT PRICE ANALYSIS (DUPA
CANDELARIA OPERATION CENTER
Site Surveying
L.S.
1
Designation No. of Person o. of Hours Hourly Rate
a. Surveyor 2 16.00 ₱158.00
b. Assistant Surveyor 2 16.00 ₱138.00
c. Laborer/Helper 4 16.00 ₱100.00
Sub-total for A
Name & Capacity No. of Units o. of Hours Rate
ment:
a.Total Station/Transit Rental 1 16.00 ₱1,812.50
b. GPS Equipment Rental 1 16.00 ₱1,425.00
c. Measuring Tools (Level Rod, Tape) 1 1.00 ₱1,500.00
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity Unit Cost
ials
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of G
actor's Profit (CP) 8.00 % of G
Added Tax (VAT) 5 % of ( G + H + I )
Unit Cost (G+H+I+
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
103.2.2 Structural Excavation
224.1 cu.m.
3.999643048 cu.m. / hr
Designation No. of PersonNo. of HoursHourly Rate
a. Foreman 1 56.03 ₱134.93
b. Highly Skilled Operator 1 56.03 ₱99.99
c. Unskilled Labor 3 56.03 ₱75.35
Sub-total for A
Name & Capacity No. of Units No. of HoursHourly Rate
ment:
a. Excavator 0.8 cu.m. bucket 1 56.03 ₱1,998.00
b. Minor Tools (10% of labor cost) 1 1.00 ₱2,582.81
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity Unit Cost
ials
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of G
actor's Profit (CP) 8.00 % of G
Added Tax (VAT) 5 % of ( G + H + I )
Unit Cost (G+H+I+
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Gravel Bedding
79.17 cu.m.
2.28 cu.m. / hr
Designation No. of PersonNo. of HoursHourly Rate
a. Foreman 1 8.68 ₱134.93
b. Unskilled Labor 4 34.72 ₱75.35
Sub-total for A
Name & Capacity No. of Units No. of HoursHourly Rate
ment:
a. Plate Compactor 2 34.72 ₱123.00
b. Excavator 0.3 cu.m. bucket 1 17.36 ₱992.00
b. Minor Tools (10% of labor cost) 1 1.00 ₱1,163.70
Sub-total for B
(A+B)
ut per hour (unit)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity Unit Cost
ials
GRAVEL G1 cu.m. 79.17 ₱620.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of G
actor's Profit (CP) 8.00 % of G
Added Tax (VAT) 5 % of ( G + H + I )
Unit Cost (G+H+I+
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Catch Basin
8 each
0.5 each/hour
Designation No. of Person o. of Hours Hourly Rate
a. Foreman 1 16.00 ₱134.93
b. Skilled Labor 2 16.00 ₱97.64
c. Unskilled Labor 2 16.00 ₱75.35
Sub-total for A
Name & Capacity No. of Units o. of Hours Hourly Rate
ment:
a. Minor Tools (10% of labor cost) 1 1.00 ₱769.46
Sub-total for B
(A+B)
ut per hour
t Unit Cost (Price per unit)
Name & Specification Unit Quantity Unit Cost
ials
READY MIX CONCRETE 3000PSI @ 14 DAYS cu.m. 2.00 ₱7,035.00
PVC Board (18mmx1.2mx2.44m) pc 3.00 ₱2,300.00
Cocolumber (2''x3"x12) bdft 20.00 ₱35.00
CWN Assorted kg 3.00 ₱80.00
Reinforcing Steel bars Plain Grade 60 kg 60.32 ₱46.31
GI Tie Wire kg 3.00 ₱80.00
150mm PVC Pipe PC 20.00 ₱343.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of G
actor's Profit (CP) 8.00 % of G
Added Tax (VAT) 5 % of ( G + H + I )
Unit Cost (G+H+I+
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Septic Tank
L.S. .
1 .
Designation No. of Person o. of Hours Hourly Rate
a. Foreman 1 16.00 ₱134.93
b. Skilled Labor 2 16.00 ₱97.64
c. Unskilled Labor 3 16.00 ₱75.35
Sub-total for A
Name & Capacity No. of Units o. of Hours Hourly Rate
ment:
a. Minor Tools (10% of labor cost) 1 1.00 ₱890.02
Sub-total for B
(A+B)
ut per hour
t Unit Cost (Price per unit)
Name & Specification Unit Quantity Unit Cost
ials
READY MIX CONCRETE 3000PSI @ 14 DAYS cu.m. 5.00 ₱7,035.00
PVC Board (18mmx1.2mx2.44m) pc 10.00 ₱2,300.00
Cocolumber (2''x3"x12) bdft 30.00 ₱35.00
CWN Assorted kg 5.00 ₱80.00
PVC PIPES (151mm D) PC 8.00 ₱1,971.00
PVC TEE (151mm D) PC 10.00 ₱40.00
150mm D Brass Clean Out PC 10.00 ₱343.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of G
actor's Profit (CP) 8.00 % of G
Added Tax (VAT) 5 % of ( G + H + I )
Unit Cost (G+H+I+
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Scaffolding Works
177.08 cu.m.
1.8 cu.m. / hr
Designation No. of Person o. of Hours Hourly Rate
a. Foreman 1 42.00 ₱134.93
b. Skilled Labor 4 42.00 ₱97.64
c. Unskilled Labor 4 42.00 ₱75.35
Sub-total for A
Name & Capacity No. of Units o. of Hours Hourly Rate
ment:
a. H-frame set w/ catwalk 150 42.00 ₱6.50
b. Minor Tools (10% of labor cost) 1 1.00 ₱3,472.94
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity Unit Cost
ials
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of G
actor's Profit (CP) 8.00 % of G
Added Tax (VAT) 5 % of ( G + H + I )
Unit Cost (G+H+I+
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Rebar Fabrication of Column and Footing (Grade 60)
6.96 metric ton
0.20000 metric ton / hr
Designation No. of PersonNo. of HoursHourly Rate
a. Foreman 1 34.79 ₱134.93
b. Steelman 4 34.79 ₱99.99
c. Unskilled Labor 3 34.79 ₱75.35
Sub-total for A
Name & Capacity No. of Units No. of HoursHourly Rate
ment:
Bar Cutter 2 34.79 ₱219.75
Bar Bender 2 34.79 ₱351.50
Minor Tools (10% of Labor Cost)
Sub-total for B
(A+B)
ut per hour (unit)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity Unit Cost
ials
Reinforcing Steel bars Plain Grade 60 kg 6,481.23 ₱46.31
Reinforcing Steel bars Deformed Grade 60 kg 476.16 ₱46.31
Consumables (5% of Material Cost)
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of G
actor's Profit (CP) 8.00 % of G
Added Tax (VAT) 5 % of ( G + H + I )
Unit Cost (G+H+I+
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Rebar Installation of Column and Footing
6.96 metric ton
0.50000 metric ton / hr
Designation No. of PersonNo. of HoursHourly Rate
a. Foreman 1 13.91 ₱134.93
b. Steelman 3 13.91 ₱99.99
c. Unskilled Labor 4 13.91 ₱75.35
Sub-total for A
Name & Capacity No. of Units No. of HoursHourly Rate
ment:
a. Minor Tools (10% of labor cost) 1 1.00 ₱1,024.55
Sub-total for B
(A+B)
ut per hour (unit)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity Unit Cost
ials
G.I Wire #16 kg 42.00 ₱80.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of G
actor's Profit (CP) 8.00 % of G
Added Tax (VAT) 5 % of ( G + H + I )
Unit Cost (G+H+I+
DETAILED UNIT PRICE ANALYSIS (DUPA)
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Formworks Fabrication for Column and Footings
740.05 sq.m.
20 sq.m. / hr
Designation No. of PersonNo. of HoursHourly Rate
a. Foreman 1 37.00 ₱134.93
b. Skilled Labor 6 37.00 ₱97.64
c. Unskilled Labor 8 37.00 ₱75.35
Sub-total for A
Name & Capacity No. of Units No. of HoursHourly Rate
ment:
a. Minor Tools (10% of labor cost) 1 1.00 ₱4,897.54
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity Unit Cost
ials
PVC Board (18mmx1.2mx2.44m) pc 96.00 ₱2,300.00
Cocolumber (2''x3"x12) bdft 1,208.00 ₱35.00
CWN Assorted kg 55.00 ₱80.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of G
actor's Profit (CP) 8.00 % of G
Added Tax (VAT) 5 % of ( G + H + I )
Unit Cost (G+H+I+
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Formworks Installation
740.05 sq.m.
35 sq.m. / hr
Designation No. of PersonNo. of HoursHourly Rate
a. Foreman 1 21.14 ₱134.93
b. Skilled Labor 6 21.14 ₱97.64
c. Unskilled Labor 8 21.14 ₱75.35
Sub-total for A
Name & Capacity No. of Units No. of HoursHourly Rate
ment:
a. Minor Tools (10% of labor cost) 1 1.00 ₱2,798.59
(A+B)
ut per hour (cu.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity Unit Cost
ials
CWN Assorted kg 40.00 ₱80.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of G
actor's Profit (CP) 8.00 % of G
Added Tax (VAT) 5 % of ( G + H + I )
Unit Cost (G+H+I+
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Concrete Pouring and Curing For Footing and Column (Fi
74.21 cu.m.
2 cu.m. / hr
Designation No. of PersonNo. of HoursHourly Rate
a. Foreman 1 2.00 ₱134.93
b. Skilled Labor 2 37.11 ₱97.64
c. Unskilled Labor 3 37.11 ₱75.35
Sub-total for A
Name & Capacity No. of Units No. of HoursHourly Rate
ment:
a.Concrete Vibrator 2 37.11 ₱91.25
b. Concrete Pump Trailer Mounted 1 7.42 ₱2,076.00
c. Boom Concrete Pump 1 25.97 ₱3,750.00
d. Minor Tools (10% of labor cost) 1 1.00 ₱1,590.33
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity Unit Cost
ials
READY MIX CONCRETE 4000PSI @ 14 DAYS cu.m. 74.21 ₱7,648.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of G
actor's Profit (CP) 8.00 % of G
Added Tax (VAT) 5 % of ( G + H + I )
Unit Cost (G+H+I+
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Stripping of Forms
740.05 sq.m.
50 sq.m. / hr
Designation No. of PersonNo. of HoursHourly Rate
a. Foreman 1 14.80 ₱134.93
b. Skilled Labor 1 14.80 ₱97.64
c. Unskilled Labor 4 14.80 ₱75.35
Sub-total for A
Name & Capacity No. of Units No. of HoursHourly Rate
ment:
a. Minor Tools (10% of labor cost) 1 1.00 ₱790.33
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity Unit Cost
ials
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of G
actor's Profit (CP) 8.00 % of G
Added Tax (VAT) 5 % of ( G + H + I )
Unit Cost (G+H+I+
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Backfilling and Compaction
224.1 cu.m
4 cu.m.
Designation No. of PersonNo. of HoursHourly Rate
Foreman 1 56.03 ₱158.00
b.Skilled Labor 2 56.03 ₱138.00
c. Laborer/Helper 4 56.03 ₱100.00
Sub-total for A
Name & Capacity No. of Units No. of Hours Rate
ment:
a. Excavator 0.8 cu.m. bucket 1 56.03 ₱1,998.00
b. Vibratory Roller 1 56.03 ₱1,846.00
b. Minor Tools (10% of labor cost) 1 1.00 ₱4,672.82
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity Unit Cost
ials
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of G
actor's Profit (CP) 8.00 % of G
Added Tax (VAT) 5 % of ( G + H + I )
Unit Cost (G+H+I+
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Rebar Installation for Slab on Grade (First Floor)
1.24 metric ton
0.08 metric ton / hr
Designation No. of PersonNo. of HoursHourly Rate
a. Foreman 1 15.44 ₱134.93
b. Steelman 4 15.44 ₱99.99
c. Unskilled Labor 3 15.44 ₱75.35
Sub-total for A
Name & Capacity No. of Units No. of HoursHourly Rate
ment:
Bar Cutter 2 15.44 ₱219.75
Bar Bender 2 15.44 ₱351.50
Minor Tools (10% of Labor Cost)
Sub-total for B
(A+B)
ut per hour (unit)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity Unit Cost
ials
Reinforcing Steel bars Plain Grade 60 kg 1,235.22 ₱46.31
G.I Wire #16 kg 10.00 ₱80.00
Consumables (5% of material Cost)
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of G
actor's Profit (CP) 8.00 % of G
Added Tax (VAT) 5 % of ( G + H + I )
Unit Cost (G+H+I+
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Slab on Grade (First Floor)
47.51 cu.m.
0.851433692 cu.m. / hr
Designation No. of PersonNo. of HoursHourly Rate
a. Foreman 1 55.80 ₱134.93
b. Skilled Labor 2 55.80 ₱97.64
c. Unskilled Labor 4 55.80 ₱75.35
Sub-total for A
Name & Capacity No. of Units No. of HoursHourly Rate
ment:
a.Concrete Vibrator 1 37.60 ₱91.25
b. Concrete Pump Trailer Mounted 1 37.60 ₱2,076.00
c. Boom Concrete Pump 1 37.60 ₱3,750.00
d. Minor Tools (10% of labor cost) 1 1.00 ₱3,524.38
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity Unit Cost
ials
READY MIX CONCRETE3500PSI @ 14 DAYS cu.m. 47.51 ₱7,348.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of G
actor's Profit (CP) 8.00 % of G
Added Tax (VAT) 5 % of ( G + H + I )
Unit Cost (G+H+I+
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Formworks Fabrication for Slab on grade
378 sq.m.
50 sq.m. / hr
Designation No. of PersonNo. of HoursHourly Rate
a. Foreman 1 7.56 ₱134.93
b. Skilled Labor 2 7.56 ₱97.64
c. Unskilled Labor 2 7.56 ₱75.35
Sub-total for A
Name & Capacity No. of Units No. of HoursHourly Rate
ment:
a. Minor Tools (10% of labor cost) 1 1.00 ₱363.57
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity Unit Cost
ials
PVC Board (18mmx1.2mx2.44m) pc 5.00 ₱2,300.00
Cocolumber (2''x3"x12) bdft 14.38 ₱35.00
CWN Assorted kg 3.00 ₱80.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of G
actor's Profit (CP) 8.00 % of G
Added Tax (VAT) 5 % of ( G + H + I )
Unit Cost (G+H+I+
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Formworks Installation on slab on grade
378 sq.m.
60 sq.m. / hr
Designation No. of PersonNo. of HoursHourly Rate
a. Foreman 1 6.30 ₱134.93
b. Skilled Labor 2 6.30 ₱97.64
c. Unskilled Labor 2 6.30 ₱75.35
Sub-total for A
Name & Capacity No. of Units No. of HoursHourly Rate
ment:
a. Minor Tools (10% of labor cost) 1 1.00 ₱302.97
(A+B)
ut per hour (cu.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity Unit Cost
ials
CWN Assorted kg 5.00 ₱80.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of G
actor's Profit (CP) 8.00 % of G
Added Tax (VAT) 5 % of ( G + H + I )
Unit Cost (G+H+I+
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Rebar Fabrication of Column (Grade 60) (Second Floor)
5.41 metric ton
0.20000 metric ton / hr
Designation No. of PersonNo. of HoursHourly Rate
a. Foreman 1 27.06 ₱134.93
b. Steelman 4 27.06 ₱99.99
c. Unskilled Labor 3 27.06 ₱75.35
Sub-total for A
Name & Capacity No. of Units No. of HoursHourly Rate
ment:
Bar Cutter 2 27.06 ₱219.75
Bar Bender 2 27.06 ₱351.50
Minor Tools (10% of Labor Cost)
Sub-total for B
(A+B)
ut per hour (unit)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity Unit Cost
ials
Reinforcing Steel bars Plain Grade 60 kg 4,880.64 ₱46.31
Reinforcing Steel bars Deformed Grade 60 kg 532.00 ₱46.31
Consumables (5% of Material Cost)
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of G
actor's Profit (CP) 8.00 % of G
Added Tax (VAT) 5 % of ( G + H + I )
Unit Cost (G+H+I+
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Rebar Installation of Column (Second Floor)
5.41 metric ton
0.50000 metric ton / hr
Designation No. of PersonNo. of HoursHourly Rate
a. Foreman 1 10.83 ₱134.93
b. Steelman 3 10.83 ₱99.99
c. Unskilled Labor 4 10.83 ₱75.35
Sub-total for A
Name & Capacity No. of Units No. of HoursHourly Rate
ment:
a. Minor Tools (10% of labor cost) 1 1.00 ₱797.07
Sub-total for B
(A+B)
ut per hour (unit)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity Unit Cost
ials
G.I Wire #16 kg 19.50 ₱80.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of G
actor's Profit (CP) 8.00 % of G
Added Tax (VAT) 5 % of ( G + H + I )
Unit Cost (G+H+I+
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Formworks Fabrication for Column (Second Floor)
344 sq.m.
20 sq.m. / hr
Designation No. of PersonNo. of HoursHourly Rate
a. Foreman 1 17.20 ₱134.93
b. Skilled Labor 2 17.20 ₱97.64
c. Unskilled Labor 2 17.20 ₱75.35
Sub-total for A
Name & Capacity No. of Units No. of HoursHourly Rate
ment:
a. Minor Tools (10% of labor cost) 1 1.00 ₱827.17
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity Unit Cost
ials
PVC Board (18mmx1.2mx2.44m) pc 30.00 ₱2,300.00
Cocolumber (2''x3"x12) bdft 222.53 ₱35.00
CWN Assorted kg 10.00 ₱80.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of G
actor's Profit (CP) 8.00 % of G
Added Tax (VAT) 5 % of ( G + H + I )
Unit Cost (G+H+I+
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Formworks Installation on Column (Second Floor)
344 sq.m.
40 sq.m. / hr
Designation No. of PersonNo. of HoursHourly Rate
a. Foreman 1 8.60 ₱134.93
b. Skilled Labor 2 8.60 ₱97.64
c. Unskilled Labor 2 8.60 ₱75.35
Sub-total for A
Name & Capacity No. of Units No. of HoursHourly Rate
ment:
a. Minor Tools (10% of labor cost) 1 1.00 ₱413.58
(A+B)
ut per hour (cu.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity Unit Cost
ials
CWN Assorted kg 5.00 ₱80.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of G
actor's Profit (CP) 8.00 % of G
Added Tax (VAT) 5 % of ( G + H + I )
Unit Cost (G+H+I+
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Rebar Fabrication (Grade 60) for Beams (Second Floor)
13.20 metric ton
0.35000 metric ton / hr
Designation No. of PersonNo. of HoursHourly Rate
a. Foreman 1 37.73 ₱134.93
b. Steelman 2 37.73 ₱99.99
c. Unskilled Labor 4 37.73 ₱75.35
Sub-total for A
Name & Capacity No. of Units No. of HoursHourly Rate
ment:
Bar Cutter 2 37.73 ₱219.75
Bar Bender 2 37.73 ₱351.50
Minor Tools (10% of Labor Cost)
Sub-total for B
(A+B)
ut per hour (unit)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity Unit Cost
ials Reinforcing Steel bars Deformed Grade 60
kg 13,203.80 ₱46.31
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of G
actor's Profit (CP) 8.00 % of G
Added Tax (VAT) 5 % of ( G + H + I )
Unit Cost (G+H+I+
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Rebar Installation for Beams (Second Floor)
13.20 metric ton
0.50000 metric ton / hr
Designation No. of PersonNo. of HoursHourly Rate
a. Foreman 1 26.40 ₱134.93
b. Steelman 6 26.40 ₱99.99
c. Unskilled Labor 4 26.40 ₱75.35
Sub-total for A
Name & Capacity No. of Units No. of HoursHourly Rate
ment:
a. Minor Tools (10% of labor cost) 1 1.00 ₱2,735.75
Sub-total for B
(A+B)
ut per hour (unit)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity Unit Cost
ials
G.I Wire #16 kg 43.70 ₱80.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of G
actor's Profit (CP) 8.00 % of G
Added Tax (VAT) 5 % of ( G + H + I )
Unit Cost (G+H+I+
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Rebar Installation for Suspended Slab (Second Floor)
2.97 metric ton
0.07 metric ton / hr
Designation No. of PersonNo. of HoursHourly Rate
a. Foreman 1 40.00 ₱134.93
b. Steelman 4 40.00 ₱99.99
c. Unskilled Labor 3 40.00 ₱75.35
Sub-total for A
Name & Capacity No. of Units No. of HoursHourly Rate
ment:
Bar Cutter 2 40.00 ₱219.75
Bar Bender 2 40.00 ₱351.50
Minor Tools (10% of Labor Cost)
Sub-total for B
(A+B)
ut per hour (unit)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity Unit Cost
ials Reinforcing Steel bars Deformed Grade 60
kg 2,970.71 ₱46.31
G.I Wire #16 kg 58.00 ₱80.00
Consumables (5% of material Cost)
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of G
actor's Profit (CP) 8.00 % of G
Added Tax (VAT) 5 % of ( G + H + I )
Unit Cost (G+H+I+
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER Formworks Fabrication of Beam and Suspended Slab
(Second Floor)
620.93 sq.m.
13 sq.m. / hr
Designation No. of PersonNo. of HoursHourly Rate
a. Foreman 1 47.76 ₱134.93
b. Skilled Labor 5 47.76 ₱97.64
c. Unskilled Labor 4 47.76 ₱75.35
Sub-total for A
Name & Capacity No. of Units No. of HoursHourly Rate
ment:
a. Minor Tools (10% of labor cost) 1 1.00 ₱4,415.91
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity Unit Cost
ials
PVC Board (18mmx1.2mx2.44m) pc 54.00 ₱2,300.00
Cocolumber (2''x3"x12) bdft 400.55 ₱35.00
CWN Assorted kg 30.00 ₱80.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of G
actor's Profit (CP) 8.00 % of G
Added Tax (VAT) 5 % of ( G + H + I )
Unit Cost (G+H+I+
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Formworks Installation Beam and Suspended Slab (Seco
620.93 sq.m.
18 sq.m. / hr
Designation No. of PersonNo. of HoursHourly Rate
a. Foreman 1 34.50 ₱134.93
b. Skilled Labor 3 34.50 ₱97.64
c. Unskilled Labor 4 34.50 ₱75.35
Sub-total for A
Name & Capacity No. of Units No. of HoursHourly Rate
ment:
a. Minor Tools (10% of labor cost) 1 1.00 ₱2,515.63
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity Unit Cost
ials
CWN Assorted kg 20.00 ₱80.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of G
actor's Profit (CP) 8.00 % of G
Added Tax (VAT) 5 % of ( G + H + I )
Unit Cost (G+H+I+
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Concreting of Columns (Second Floor)
14.35 cu.m.
0.5 cu.m. / hr
Designation No. of PersonNo. of HoursHourly Rate
a. Foreman 1 28.70 ₱134.93
b. Skilled Labor 2 28.70 ₱97.64
c. Unskilled Labor 4 28.70 ₱75.35
Sub-total for A
Name & Capacity No. of Units No. of HoursHourly Rate
ment:
a.Concrete Vibrator 1 28.70 ₱91.25
b. Concrete Pump Trailer Mounted 1 28.70 ₱2,076.00
c. Boom Concrete Pump 1 28.70 ₱3,750.00
d. Minor Tools (10% of labor cost) 1 1.00 ₱1,812.72
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity Unit Cost
ials
READY MIX CONCRETE 4000PSI @ 14 DAYS cu.m. 14.35 ₱7,648.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of G
actor's Profit (CP) 8.00 % of G
Added Tax (VAT) 5 % of ( G + H + I )
Unit Cost (G+H+I+
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Concreting of Beams (Second Floor)
26.42 cu.m.
0.702659575 cu.m. / hr
Designation No. of PersonNo. of HoursHourly Rate
a. Foreman 1 37.60 ₱134.93
b. Skilled Labor 2 37.60 ₱97.64
c. Unskilled Labor 4 37.60 ₱75.35
Sub-total for A
Name & Capacity No. of Units No. of HoursHourly Rate
ment:
a.Concrete Vibrator 1 37.60 ₱91.25
b. Concrete Pump Trailer Mounted 1 37.60 ₱2,076.00
c. Boom Concrete Pump 1 37.60 ₱3,750.00
d. Minor Tools (10% of labor cost) 1 1.00 ₱2,374.85
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity Unit Cost
ials
READY MIX CONCRETE 4000PSI @ 14 DAYS cu.m. 26.42 ₱7,648.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of G
actor's Profit (CP) 8.00 % of G
Added Tax (VAT) 5 % of ( G + H + I )
Unit Cost (G+H+I+
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Concreting of Suspended Slab (Second Floor)
27.03 cu.m.
0.563125 cu.m. / hr
Designation No. of PersonNo. of HoursHourly Rate
a. Foreman 1 48.00 ₱134.93
b. Skilled Labor 2 48.00 ₱97.64
c. Unskilled Labor 5 48.00 ₱75.35
Sub-total for A
Name & Capacity No. of Units No. of HoursHourly Rate
ment:
a.Concrete Vibrator 1 64.48 ₱91.25
b. Concrete Pump Trailer Mounted 1 64.48 ₱2,076.00
c. Boom Concrete Pump 1 64.48 ₱3,750.00
d. Minor Tools (10% of labor cost) 1 1.00 ₱3,393.41
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity Unit Cost
ials
READY MIX CONCRETE 3500PSI @ 14 DAYS cu.m. 27.03 ₱7,348.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of G
actor's Profit (CP) 8.00 % of G
Added Tax (VAT) 5 % of ( G + H + I )
Unit Cost (G+H+I+
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Stripping of Forms
620.93 sq.m.
40 sq.m. / hr
Designation No. of PersonNo. of HoursHourly Rate
a. Foreman 1 15.52 ₱134.93
b. Skilled Labor 4 15.52 ₱97.64
c. Unskilled Labor 5 15.52 ₱75.35
Sub-total for A
Name & Capacity No. of Units No. of HoursHourly Rate
ment:
a. Minor Tools (10% of labor cost) 1 1.00 ₱1,400.57
(A+B)
ut per hour (cu.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity Unit Cost
ials
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of G
actor's Profit (CP) 8.00 % of G
Added Tax (VAT) 5 % of ( G + H + I )
Unit Cost (G+H+I+
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Rebar Fabrication (Grade 60) for Roof Beams
3.11 metric ton
0.10000 metric ton / hr
Designation No. of PersonNo. of HoursHourly Rate
a. Foreman 1 31.15 ₱134.93
b. Steelman 4 31.15 ₱99.99
c. Unskilled Labor 4 31.15 ₱75.35
Sub-total for A
Name & Capacity No. of Units No. of HoursHourly Rate
ment:
Bar Cutter 2 31.15 ₱219.75
Bar Bender 2 31.15 ₱351.50
Minor Tools (10% of Labor Cost)
Sub-total for B
(A+B)
ut per hour (unit)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity Unit Cost
ials Reinforcing Steel bars Deformed Grade 60
kg 3,114.78 ₱46.31
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of G
actor's Profit (CP) 8.00 % of G
Added Tax (VAT) 5 % of ( G + H + I )
Unit Cost (G+H+I+
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Rebar Installation for Roof Beams
3.11 metric ton
0.13000 metric ton / hr
Designation No. of PersonNo. of HoursHourly Rate
a. Foreman 1 23.96 ₱134.93
b. Steelman 3 23.96 ₱99.99
c. Unskilled Labor 4 23.96 ₱75.35
Sub-total for A
Name & Capacity No. of Units No. of HoursHourly Rate
ment:
a. Minor Tools (10% of labor cost) 1 1.00 ₱1,764.16
Sub-total for B
(A+B)
ut per hour (unit)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity Unit Cost
ials
G.I Wire #16 kg 43.70 ₱80.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of G
actor's Profit (CP) 8.00 % of G
Added Tax (VAT) 5 % of ( G + H + I )
Unit Cost (G+H+I+
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Formworks Fabrication for Roof Beams
225.43 sq.m.
10 sq.m. / hr
Designation No. of PersonNo. of HoursHourly Rate
a. Foreman 1 22.54 ₱134.93
b. Skilled Labor 4 22.54 ₱97.64
c. Unskilled Labor 5 22.54 ₱75.35
Sub-total for A
Name & Capacity No. of Units No. of HoursHourly Rate
ment:
a. Minor Tools (10% of labor cost) 1 1.00 ₱2,033.92
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity Unit Cost
ials
PVC Board (18mmx1.2mx2.44m) pc 30.00 ₱2,300.00
Cocolumber (2''x3"x12) bdft 647.00 ₱35.00
CWN Assorted kg 50.00 ₱80.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of G
actor's Profit (CP) 8.00 % of G
Added Tax (VAT) 5 % of ( G + H + I )
Unit Cost (G+H+I+
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Formworks Installation for Roof Beams
225.43 sq.m.
10 sq.m. / hr
Designation No. of PersonNo. of HoursHourly Rate
a. Foreman 1 22.54 ₱134.93
b. Skilled Labor 3 22.54 ₱97.64
c. Unskilled Labor 5 22.54 ₱75.35
Sub-total for A
Name & Capacity No. of Units No. of HoursHourly Rate
ment:
a. Minor Tools (10% of labor cost) 1 1.00 ₱1,813.81
(A+B)
ut per hour (cu.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity Unit Cost
ials
CWN Assorted kg 60.00 ₱80.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of G
actor's Profit (CP) 8.00 % of G
Added Tax (VAT) 5 % of ( G + H + I )
Unit Cost (G+H+I+
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Concreting of Roof Beams
37.45 cu.m.
1 cu.m. / hr
Designation No. of PersonNo. of HoursHourly Rate
a. Foreman 1 37.45 ₱134.93
b. Skilled Labor 2 37.60 ₱97.64
c. Unskilled Labor 4 37.60 ₱75.35
Sub-total for A
Name & Capacity No. of Units No. of HoursHourly Rate
ment:
a.Concrete Vibrator 1 37.60 ₱91.25
b. Concrete Pump Trailer Mounted 1 37.60 ₱2,076.00
c. Boom Concrete Pump 1 37.60 ₱3,750.00
d. Minor Tools (10% of labor cost) 1 1.00 ₱2,372.83
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity Unit Cost
ials
READY MIX CONCRETE 4000PSI @ 14 DAYS cu.m. 37.45 ₱7,648.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of G
actor's Profit (CP) 8.00 % of G
Added Tax (VAT) 5 % of ( G + H + I )
Unit Cost (G+H+I+
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Stripping of Forms in Roof Beam
225.43 sq.m.
10 sq.m. / hr
Designation No. of PersonNo. of HoursHourly Rate
a. Foreman 1 22.54 ₱134.93
b. Skilled Labor 5 22.54 ₱97.64
c. Unskilled Labor 3 22.54 ₱75.35
Sub-total for A
Name & Capacity No. of Units No. of HoursHourly Rate
ment:
a. Minor Tools (10% of labor cost) 1 1.00 ₱1,914.31
Sub-total for B
(A+B)
ut per hour
t Unit Cost (Price per unit)
Name & Specification Unit Quantity Unit Cost
ials
CWN Assorted kg 40.00 ₱80.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of G
actor's Profit (CP) 8.00 % of G
Added Tax (VAT) 5 % of ( G + H + I )
Unit Cost (G+H+I+
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Structural Steel Roof of Tru
9114.6432 kgs
150 kgs
Designation No. of Person o. of Hours Hourly Rate
a. Foreman 1 60.76 ₱134.93
b. Skilled Labor 3 60.76 ₱97.64
c. Unskilled Labor 3 60.76 ₱75.35
Sub-total for A
Name & Capacity No. of Units o. of Hours Hourly Rate
ment:
a. Welding Machine 1 60.76 ₱371.00
b. Cutting Outfit 2 60.76 ₱45.45
c. Truck Mounted Crane (20-25 mt) 1 60.76 ₱1,861.00
d. Minor Tools ( 10% of Labor Cost)
Sub-total for B
(A+B)
ut per hour
t Unit Cost (Price per unit)
Name & Specification Unit Quantity Unit Cost
ials
Structural Steel kg 9,114.64 ₱54.36
Acetylyne kg 364.59 ₱65.00
Oxygene kg 1,002.61 ₱50.00
Welding Rod kg 1,048.18 ₱110.00
Consumable (5% of Material Cost)
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of G
actor's Profit (CP) 8.00 % of G
Added Tax (VAT) 5 % of ( G + H + I )
Unit Cost (G+H+I+
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Structural Steel Purlins
3438.7 kg
90.375 kg
Designation No. of Person o. of Hours Hourly Rate
a. Foreman 1 38.05 ₱134.93
b. Skilled Labor 2 38.05 ₱97.64
c. Unskilled Labor 4 38.05 ₱75.35
Sub-total for A
Name & Capacity No. of Units o. of Hours Hourly Rate
ment:
a. Welding Machine 1 38.05 ₱371.00
Sub-total for B
(A+B)
ut per hour
t Unit Cost (Price per unit)
Name & Specification Unit Quantity Unit Cost
ials
Structural Steel Purlins kg 3,458.70 ₱54.49
Welding Rod kg 397.75 ₱110.00
Consumable (5% of Material Cost)
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of G
actor's Profit (CP) 8.00 % of G
Added Tax (VAT) 5 % of ( G + H + I )
Unit Cost (G+H+I+
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Corrugated Metal Roofing
462.47 sqm.
20 sqm./hr
Designation No. of Person o. of Hours Hourly Rate
a. Foreman 1 23.12 ₱134.93
b. Skilled Labor 2 23.12 ₱97.64
c. Unskilled Labor 4 23.12 ₱75.35
Sub-total for A
Name & Capacity No. of Units o. of Hours Hourly Rate
ment:
a. Minor Tools (10% of Labor Cost) 1
Sub-total for B
(A+B)
ut per hour
t Unit Cost (Price per unit)
Name & Specification Unit Quantity Unit Cost
ials
Corrugated Roofing sheet sq. m. 462.47 ₱423.00
Teckscrew pc 70.00 ₱2.50
J-bolt with Washers pc 40.00 ₱5.30
Consumable (3% of Material Cost)
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of G
actor's Profit (CP) 8.00 % of G
Added Tax (VAT) 5 % of ( G + H + I )
Unit Cost (G+H+I+
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Fabricated Metal Roofing Accessory (Gutter)
79 m
10 m
Designation No. of Person o. of Hours Hourly Rate
a. Foreman 1 7.90 ₱134.93
b. Skilled Labor 1 7.90 ₱97.64
c. Unskilled Labor 1 7.90 ₱75.35
Sub-total for A
Name & Capacity No. of Units o. of Hours Hourly Rate
ment:
a. Minor Tools (10% of Labor Cost) 1
Sub-total for B
(A+B)
ut per hour
t Unit Cost (Price per unit)
Name & Specification Unit Quantity Unit Cost
ials
PRE-PAINTED GUTTER, GA 24(0.701 MM) X 2.44m m 79.00 ₱220.00
ABC Silicone Sealant Glazing Grade (300mL) each 8.00 ₱134.93
Blind Rivets pc 395.00 ₱2.00
Consumable (3% of Material Cost)
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of G
actor's Profit (CP) 8.00 % of G
Added Tax (VAT) 5 % of ( G + H + I )
Unit Cost (G+H+I+
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Plumbing Rough Ins
L.S.
1
Designation No. of PersonNo. of HoursHourly Rate
a. Foreman 1 49.00 ₱134.93
b. Skilled Labor 4 49.00 ₱97.64
c. Unskilled Labor 2 49.00 ₱75.35
Sub-total for A
Name & Capacity No. of Units No. of HoursHourly Rate
ment:
a. Minor Tools (10% of labor cost) 1 1.00 ₱3,313.33
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity Unit Cost
ials
PVC PIPES (151mm D) PC 11.00 ₱1,971.00
PVC PIPES (101mm D) PC 39.00 ₱700.00
PVC PIPES (50mm D) PC 8.00 ₱270.00
PVC TEE (50mm D) PC 10.00 ₱40.00
PVC 45deg. (3mm BEND x 50mm) PC 6.00 ₱30.00
PVC 45deg. (3mm BEND x 101mm) PC 20.00 ₱83.00
PVC 90deg (3mm BEND x 50mm) PC 7.00 ₱55.00
PVC 90deg (3mm BEND x 101mm) PC 20.00 ₱134.00
PVC P-TRAP W/ PLUG & SEALING RING (50mm) PC 24.00 ₱105.00
PVC CLEAN-OUT W/ PLUG & SEALING RING (101mm) PC 70.00 ₱40.00
PVC 45deg. SINGLE BRANCH, WYE (101mm x 50mm) PC 5.00 ₱140.00
PVC 45deg. SINGLE BRANCH, WYE (101mm x 101mm) PC 7.00 ₱173.00
SOLVENT CAN 60.00 ₱155.00
PPRC Pipe (25mm D) PC 19.00 ₱560.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of G
actor's Profit (CP) 8.00 % of G
Added Tax (VAT) 5 % of ( G + H + I )
Unit Cost (G+H+I+
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Pipe Laying
L.S.
1
Designation No. of PersonNo. of HoursHourly Rate
a. Foreman 1 65.00 ₱134.93
b. Skilled Labor 4 65.00 ₱97.64
c. Unskilled Labor 2 65.00 ₱75.35
Sub-total for A
Name & Capacity No. of Units No. of HoursHourly Rate
ment:
a. Minor Tools (10% of labor cost) 1 1.00 ₱4,395.24
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity Unit Cost
ials
G.I. PIPES (50mm D) PC 10.00 ₱1,500.00
G.I. TEE, BANDED (50mm D) PC 2.00 ₱87.00
G.I UNIONS, FLAT SEAT (50mm D) PC 2.00 ₱130.00
G.I. COUPLING ELBOW (50mm D) PC 2.00 ₱50.00
BRONZE FAUCETS (12.7mm D) PC 5.00 ₱160.00
GATE VALVE 25MM DIA PC 1.00 ₱390.00
FLOOR DRAIN PC 16.00 ₱250.00
TEFFLON TAPE ROLL 100.00 ₱10.00
WATER METER PC 1.00 ₱1,250.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of G
actor's Profit (CP) 8.00 % of G
Added Tax (VAT) 5 % of ( G + H + I )
Unit Cost (G+H+I+
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Electrical Conduits Laying
593 m
20 m/hour
Designation No. of PersonNo. of HoursHourly Rate
a. Foreman 1 29.65 ₱134.93
b. Skilled Labor 1 29.65 ₱97.64
c. Unskilled Labor 3 29.65 ₱75.35
Sub-total for A
Name & Capacity No. of Units No. of HoursHourly Rate
ment:
a. Minor Tools (10% of labor cost) 1 1.00 ₱1,359.81
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (C/D)
Name & Specification Unit Quantity Unit Cost
ials
PVC CONDUIT PIPE (3m x 19mm D) PC 593.00 ₱98.00
Consumables (5% of Material Cost)
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of G
actor's Profit (CP) 8.00 % of G
Added Tax (VAT) 5 % of ( G + H + I )
Unit Cost (G+H+I+
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Panel Board And Circuit Breakers Installation
4 set
0.18125 set/hour
Designation No. of PersonNo. of HoursHourly Rate
a. Foreman 1 22.07 ₱134.93
b. Skilled Labor 3 22.07 ₱97.64
c. Unskilled Labor 2 22.07 ₱75.35
Sub-total for A
Name & Capacity No. of Units No. of HoursHourly Rate
ment:
a. Minor Tools (10% of labor cost) 1 1.00 ₱1,276.80
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (C/D)
Name & Specification Unit Quantity Unit Cost
ials
PANELBOARD & CABINETS (ENCLOSED 60AMP, 2 PST) set 4.00 ₱1,650.00
15A Cicruit Breaker pc 4.00 ₱1,216.00
20A Circuit Breaker pc 6.00 ₱1,216.00
30A Circuit Breaker pc 4.00 ₱1,216.00
Junction Box pc 64.00 ₱30.00
Utility Box pc 26.00 ₱30.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of G
actor's Profit (CP) 8.00 % of G
Added Tax (VAT) 5 % of ( G + H + I )
Unit Cost (G+H+I+
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Wires And Wiring Installation
600
25
Designation No. of PersonNo. of HoursHourly Rate
a. Foreman 1 24.00 ₱134.93
b. Skilled Labor 4 24.00 ₱97.64
c. Unskilled Labor 2 24.00 ₱75.35
Sub-total for A
Name & Capacity No. of Units No. of HoursHourly Rate
ment:
a. Minor Tools (10% of labor cost) 1 1.00 ₱1,622.86
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (C/D)
Name & Specification Unit Quantity Unit Cost
ials
Electrical Wire, 2.0mm2 THWN M 488.00 ₱24.00
Electrical Wire, 3.5mm2 THWN M 316.00 ₱35.00
Electrical Wire, 5.0mm2 THWN M 436.00 ₱55.00
Consumables (5% of Material Cost)
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of G
actor's Profit (CP) 8.00 % of G
Added Tax (VAT) 5 % of ( G + H + I )
Unit Cost (G+H+I+
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Electrical Fixtures
159.00
3
Designation No. of PersonNo. of HoursHourly Rate
a. Foreman 1 53.00 ₱134.93
b. Skilled Labor 4 53.00 ₱97.64
c. Unskilled Labor 4 53.00 ₱75.35
Sub-total for A
Name & Capacity No. of Units No. of HoursHourly Rate
ment:
a. Minor Tools (10% of labor cost) 1 1.00 ₱4,382.52
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (C/D)
Name & Specification Unit Quantity Unit Cost
ials
Alphalux Breit 2 Gang Universal Duplex Outlet PC 43.00 ₱218.00
Royu WH941/SL Flush Mount Range Outlet with Stainless Plate & Box 30A
(Classic) PC 2.00 ₱840.00
Aircon Tandem Outlet in Wide Series Plate 20A - WP1-WA PC 17.00 ₱149.00
LED Recessed Circular Downlight 10 Watts (Cool White) PC 13.00 ₱500.00
LED High-Powered Bulb 100W E27 Bulb Holder with Heatsink PC 27.00 ₱1,076.00
Alphalux 20w Dl 6500k T8 Ledtube Pc G1 PC 23.00 ₱450.00
Weather Proof Outlet PC 1.00 ₱229.75
1-Way Illuminated Switch in Classic Plate PC 28.00 ₱119.00
2 pcs. 1-Way Illuminated Switch in Stainless Plate 16A PC 5.00 ₱239.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of G
actor's Profit (CP) 8.00 % of G
Added Tax (VAT) 5 % of ( G + H + I )
Unit Cost (G+H+I+
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
CHB Laying (Class B Mixture)
1475.72 sq.m.
20 sq.m. / hr
Designation No. of PersonNo. of HoursHourly Rate
a. Foreman 1 73.79 ₱134.93
b. Skilled Labor 4 73.79 ₱97.64
c. Unskilled Labor 7 73.79 ₱75.35
Sub-total for A
Name & Capacity No. of Units No. of HoursHourly Rate
ment:
a. Minor Tools (10% of labor cost) 1 1.00 ₱7,769.22
Sub-total for B
(A+B)
ut per hour (sq.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity Unit Cost
ials
CHB 6" PC 4,774.00 ₱15.00
CHB 4" PC 12,668.00 ₱15.00
Sand S1 cu.m 73.40 ₱770.00
Portland Cement 40 kg Bags 879.00 ₱275.00
G.I Tie Wires #16 kg 63.70 ₱480.00
Deformed Bars 10mm dia. x 12 m PC 1,110.00 ₱312.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of G
actor's Profit (CP) 8.00 % of G
Added Tax (VAT) 5 % of ( G + H + I )
Unit Cost (G+H+I+
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Plumbing Fixtures Installation
L.S. .
1 .
Designation No. of Person o. of Hours Hourly Rate
a. Installer 5 80.00 ₱97.64
b. Helper 5 80.00 ₱75.35
Sub-total for A
Name & Capacity No. of Units o. of Hours Hourly Rate
ment:
a. Minor Tools (10% of labor cost) 1 1.00 ₱6,919.60
Sub-total for B
(A+B)
ut per hour
t Unit Cost (Price per unit)
Name & Specification Unit Quantity Unit Cost
ials
WATER CLOSET INCLUDING FITTINGS AND ACC. (ELONGATED) SET 2.00 ₱15,000.00
AMERICAN STD OR
WATER CLOSET EQUIVALENT
INCLUDING FITTINGS AND ACC. (ROUND) AMERICAN STD SET 11.00 ₱7,500.00
OR EQUIVALENT
LAVATORY INCLUDING FITTINGS AND ACC. AMERICAN STD OR SET 11.00 ₱4,600.00
EQUIVALENT
URINAL INCLUDING FITTINGS AND ACC. AMERICAN STD OR EQUIVALENT SET 5.00 ₱3,250.00
KITCHEN SINK SET 1.00 ₱5,100.00
Consumables (1% Materials Cost) - 3.00 ₱1,844.50
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of G
actor's Profit (CP) 8.00 % of G
Added Tax (VAT) 5 % of ( G + H + I )
Unit Cost (G+H+I+
DETAILED UNIT PRICE ANALYSIS (DUPA)
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Waterproofing
1331.2 sq.m.
30 sq.m. / hr
Designation No. of PersonNo. of HoursHourly Rate
a. Foreman 1 44.37 ₱134.93
b. Skilled Labor 2 44.37 ₱97.64
c. Unskilled Labor 3 44.37 ₱75.35
Sub-total for A
Name & Capacity No. of Units No. of HoursHourly Rate
ment:
a. Minor Tools (10% of labor cost) 1 1.00 ₱2,468.31
Sub-total for B
(A+B)
ut per hour (sq.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity Unit Cost
ials
Cementitious Waterproofing 16L pc 20.80 ₱3,045.00
Portland Cemet 40 kg PC 18.00 ₱275.00
Paint Brush pc 20.00 ₱49.00
Consumables (5% Materials Cost) - 1.00 ₱3,463.30
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of G
actor's Profit (CP) 8.00 % of G
Added Tax (VAT) 5 % of ( G + H + I )
Unit Cost (G+H+I+
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Plastering (Class B Mixture)
2951.44 sq.m.
35 sq.m. / hr
Designation No. of PersonNo. of HoursHourly Rate
a. Foreman 1 84.33 ₱134.93
b. Skilled Labor 4 84.33 ₱97.64
c. Unskilled Labor 4 84.33 ₱75.35
Sub-total for A
Name & Capacity No. of Units No. of HoursHourly Rate
ment:
a. Minor Tools (10% of labor cost) 1 1.00 ₱6,972.90
Sub-total for B
(A+B)
ut per hour (sq.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity Unit Cost
ials
Portland Cement 40 kg PC 770.00 ₱275.00
Sand S1 PC 43.00 ₱770.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of G
actor's Profit (CP) 8.00 % of G
Added Tax (VAT) 5 % of ( G + H + I )
Unit Cost (G+H+I+
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Ceiling & Framework
668.36 sq.m.
10 sq.m. / hr
Designation No. of PersonNo. of HoursHourly Rate
a. Foreman 1 66.84 ₱134.93
b. Skilled Labor 4 66.84 ₱97.64
c. Unskilled Labor 4 66.84 ₱75.35
Sub-total for A
Name & Capacity No. of Units No. of HoursHourly Rate
ment:
a. Minor Tools (10% of labor cost) 1 1.00 ₱5,526.60
Sub-total for B
(A+B)
ut per hour (sq.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity Unit Cost
ials
Gypsum Board 12mm thk. (4' x 10') pc 190.00 ₱550.00
Hardiflex Board 3.5mm thk. pc 10.00 ₱455.00
Hardiflex Screw box 1.00 ₱250.00
Carrying Channel 0.6mm thk. x 5m pc 120.00 ₱93.00
Double Furring Channel 0.6mm thk. x 5m pc 350.00 ₱129.00
Double Furring Clip box 30.00 ₱152.00
Blind Rivets box 15.00 ₱250.00
Concrete Nail kg 24.00 ₱100.00
Drill Bit (5/8" stainless) pc 8.00 ₱110.00
Mesh Tape 2" x 230' pc 12.00 ₱78.00
Gypsum screw 1-1/2" - 1000 box 10.00 ₱280.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of G
actor's Profit (CP) 8.00 % of G
Added Tax (VAT) 5 % of ( G + H + I )
Unit Cost (G+H+I+
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Doors
set .
1 .
Designation No. of Person o. of Hours Hourly Rate
a. Foreman 1 40.00 ₱134.93
b. Skilled Labor 2 50.00 ₱97.64
c. Unskilled Labor 3 50.00 ₱75.35
Sub-total for A
Name & Capacity No. of Units o. of Hours Hourly Rate
ment:
a. Minor Tools (10% of labor cost) 1 1.00 ₱2,646.37
Sub-total for B
(A+B)
ut per hour
t Unit Cost (Price per unit)
Name & Specification Unit Quantity Unit Cost
ials
Wood Door 80x210 Kentucky Tanguile 35MM set 12.00 ₱4,760.00
WOOD DOOR 90x210 BEIJING TANGUILE 35MM set 19.00 ₱4,760.00
Carpenter Flush Door 1v7h 2sides Marine 40mmx90cmx210cm set 1.00 ₱2,725.25
Mighty PVC Door Granite Gray with Jamb and Louver set 12.00 ₱2,792.50
Aluminum Glass Swing Door (2.6x2.6 m.) set 1.00 ₱42,220.50
Aluminum Glass Swing Door (2.1x2 m.) set 2.00 ₱28,440.50
Aluminum Glass Swing Door (2.6x2.6 m.) set 7.00 ₱25,431.50
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of G
actor's Profit (CP) 8.00 % of G
Added Tax (VAT) 5 % of ( G + H + I )
Unit Cost (G+H+I+
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Aluminum Frame Glass Window
set .
1 .
Designation No. of Person o. of Hours Hourly Rate
a. Foreman 1 50.00 ₱134.93
b. Skilled Labor 2 50.00 ₱97.64
c. Unskilled Labor 3 50.00 ₱75.35
Sub-total for A
Name & Capacity No. of Units o. of Hours Hourly Rate
ment:
a. Minor Tools (10% of labor cost) 1 1.00 ₱2,781.30
Sub-total for B
(A+B)
ut per hour
t Unit Cost (Price per unit)
Name & Specification Unit Quantity Unit Cost
ials
900 Standard Series Aluminum Sliding Windows (1.2x1.2 m.) set 22.00 ₱5,200.00
UPVC Awning Windows (0.6x0.6 m.) set 9.00 ₱3,280.40
Fixed Glass Window on Aluminum Frame sq. m. 64.00 ₱700.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of G
actor's Profit (CP) 8.00 % of G
Added Tax (VAT) 5 % of ( G + H + I )
Unit Cost (G+H+I+
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Tile Works
594.64 sq.m.
10 sq.m. / hr
Designation No. of PersonNo. of HoursHourly Rate
a. Foreman 1 59.46 ₱134.93
b. Skilled Labor 4 59.46 ₱97.64
c. Unskilled Labor 3 59.46 ₱75.35
Sub-total for A
Name & Capacity No. of Units No. of HoursHourly Rate
ment:
a. Minor Tools (10% of labor cost) 1 1.00 ₱4,468.96
Sub-total for B
(A+B)
ut per hour (sq.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity Unit Cost
ials
Ceramic Tile 0.6m x 0.6m pc 1,562.00 ₱293.00
Unglazed Tile 0.4m x 0.4m pc 409.00 ₱78.00
Portland Cement bag 53.00 ₱275.00
White Cement Joint Filler 10 kg pc 30.00 ₱495.00
Tile Adhesive 25 kg pc 3.00 ₱550.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of G
actor's Profit (CP) 8.00 % of G
Added Tax (VAT) 5 % of ( G + H + I )
Unit Cost (G+H+I+
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Paint Works
2951.44 sq.m.
30 sq.m. / hr
Designation No. of PersonNo. of HoursHourly Rate
a. Foreman 1 98.38 ₱134.93
b. Skilled Labor 3 98.38 ₱97.64
c. Unskilled Labor 4 98.38 ₱75.35
Sub-total for A
Name & Capacity No. of Units No. of HoursHourly Rate
ment:
a. Minor Tools (10% of labor cost) 1 1.00 ₱7,174.46
Sub-total for B
(A+B)
ut per hour (sq.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity Unit Cost
ials
Skimcoat 20 kg bags 50.00 ₱345.00
Elastomeric Paint Primer 16L pail 20.00 ₱3,570.00
Elastomeric Paint Base 16L pail 30.00 ₱2,900.00
Flat Latex White 16L pail 19.00 ₱2,929.00
Semi Gloss Latex gal 179.00 ₱224.00
Gypsum Putty gal 120.00 ₱849.00
Flatwall Enamel Primer gal 70.00 ₱720.00
Epoxy Primer gal 20.00 ₱1,057.00
Quick Drying Enamel Black gal 25.00 ₱814.00
Paint thinner gal 19.00 ₱533.00
Roller Brush w/ Pan gal 20.00 ₱140.00
Baby Roller pc 20.00 ₱45.00
Paint Brush #4 pc 20.00 ₱130.00
Paint Brush #3 pc 20.00 ₱60.00
Paint Brush #2 pc 20.00 ₱40.00
Sanding Paper roll 10.00 ₱5,800.00
Palette pair 20.00 ₱12.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of G
actor's Profit (CP) 8.00 % of G
Added Tax (VAT) 5 % of ( G + H + I )
Unit Cost (G+H+I+
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Scaffolding Works Dismantling
177.08 cu.m.
3 cu.m. / hr
Designation No. of Person o. of Hours Hourly Rate
a. Foreman 1 21.00 ₱134.93
b. Skilled Labor 4 21.00 ₱97.64
c. Unskilled Labor 8 21.00 ₱75.35
Sub-total for A
Name & Capacity No. of Units o. of Hours Hourly Rate
ment:
b. Minor Tools (10% of labor cost) 1 1.00 ₱2,369.41
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity Unit Cost
ials
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of G
actor's Profit (CP) 8.00 % of G
Added Tax (VAT) 5 % of ( G + H + I )
Unit Cost (G+H+I+
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Ventilation Works
L.S.
1
Designation No. of Person o. of Hours Hourly Rate
a. Installer 2 50.00 ₱137.50
b. Helper 2 50.00 ₱97.64
c. Technician 2 50.00 ₱145.00
Sub-total for A
Name & Capacity No. of Units o. of Hours Hourly Rate
ment:
a. Minor Tools (10% of labor cost) 1 1.00 ₱3,801.40
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (C/D)
Name & Specification Unit Quantity Unit Cost
ials
Split Typle ACU 1.5 HP Inverter set 5 ₱35,999.00
Window Type ACU 1.0 HP set 12 ₱28,889.00
Exhaust Fan set 8 ₱1,250.00
Consumables (3% Materials Cost) - 1.00 ₱16,099.89
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of G
actor's Profit (CP) 8.00 % of G
Added Tax (VAT) 5 % of ( G + H + I )
Unit Cost (G+H+I+
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Fire Protection Fabrication & Installation
L.S.
1
Designation No. of Person o. of Hours Hourly Rate
L.S. 50& of Materials 9 80.00 ₱1.00
Sub-total for A
Name & Capacity No. of Units o. of Hours Hourly Rate
ment:
a. H-Frame w/ Catwalk set 100.00 ₱6.50
b. Minor Tools (1% of labor cost) 1 1.00 ₱6,652.06
Sub-total for B
(A+B)
ut per hour
t Unit Cost (Price per unit)
Name & Specification Unit Quantity Unit Cost
ials
Single Impeler Jet Pump set 1.00 ###
Fire Hose Cabinet w/ Fire Extinguisher set 2.00 ₱15,500.00
Fire Alarm Annunciator 6" D set 10.00 ₱1,400.00
Sprinkler Head Nozzle set 98.00 ₱632.00
Smoke Detector set 56.00 ₱950.00
25mm D G.I.Tee Sched 40 pc 42.00 ₱45.00
65mm D G.I. Pipe Sched 40 pc 22.00 ₱1,540.00
25mm D G.I. Pipe Sched 40 pc 44.00 ₱450.00
G.I Gate Valve 25mm D pc 14.00 ₱760.00
Fire Extinguising Agent Cylinder pc 20.00 ₱48,500.00
4-Zone Control Panel set 2.00 ₱1,850.00
Fire-Rated Steel Door pc 2.00 ₱25,000.00
Steel Door Frame set 2.00 ₱8,000.00
Door Closer set 2.00 ₱4,000.00
Hinges set 2.00 ₱5,000.00
Consumables (3% Materials Cost) - 1.00 ₱36,303.24
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of G
actor's Profit (CP) 8.00 % of G
Added Tax (VAT) 5 % of ( G + H + I )
Unit Cost (G+H+I+
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Other Building Accessories
L.S
1
Designation No. of Person o. of Hours Hourly Rate
a. Foreman 1 4.00 ₱134.93
b. Skilled Labor 1 4.00 ₱97.64
c. Unskilled Labor 1 4.00 ₱75.35
Sub-total for A
Name & Capacity No. of Units o. of Hours Hourly Rate
ment:
a. Minor Tools (10% of Labor Cost) 1
Sub-total for B
(A+B)
ut per hour
t Unit Cost (Price per unit)
Name & Specification Unit Quantity Unit Cost
ials
Laser cut Metal Panel sq.m 32.00 ₱2,867.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of G
actor's Profit (CP) 8.00 % of G
Added Tax (VAT) 5 % of ( G + H + I )
Unit Cost (G+H+I+
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Demobilization
L.S.
1
Item Unit Quantity Unit Cost
a. Truck Mounted Crane Trip 1.00 ₱7,500.00
b. Excavator Trip 2.00 ₱25,000.00
c. Dump truck Trip 1.00 ₱7,500.00
d. Manpower Person 25.00 ₱1,000.00
e. Toll Fees and Miscellaneous L.S. 1.00 ₱5,000.00
Sub-total for A
Name & Capacity No. of Units o. of Hours Hourly Rate
a. Foreman 1 16.00 ₱134.93
b. Highly Skilled Operator 2 16.00 ₱99.99
c.. Unskilled Labor 5 16.00 ₱75.35
Sub-total for B
Name & Capacity No. of Units o. of Hours Hourly Rate
ment:
a. Minor Tools (10% of labor cost) 1 1.00 ₱9,500.00
Sub-total for C
(A+B+C)
ut per hour (unit)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity Unit Cost
ials
Sub-total for G
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of G
actor's Profit (CP) 8.00 % of G
Added Tax (VAT) 5 % of ( H + I + J )
Unit Cost ( H+I+J+
DETAILED UNIT PRICE ANALYSIS (DUPA
CANDELARIA OPERATION CENTER
Occupational Safety and Health Program
1 L.S
Designation No. of Person o. of Hours Hourly Rate
a. Safety Officer 2 1,432.00 ₱187.50
Sub-total for A
Name & Capacity No. of Units o. of Hours Hourly Rate
ment:
Sub-total for B
(A+B)
ut per hour (unit)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity Unit Cost
ials
Safety Helmet man-days 30 338
Safety Shoes man-days 30 1950
Safety Gloves man-days 30 130
Safety Vest man-days 30 235
Rain Coats man-days 30 415
Eye Googles man-days 30 145
Misc. (Cabinet/ Medicines) Lot 10 832.32
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of G
actor's Profit (CP) 8.00 % of G
Added Tax (VAT) 5 % of ( G + H + I )
Unit Cost (G+H+I+
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
SUMMARY
No./Description : Total Unit Cost
Project Billboard/ Signboard
Mobilization
Construction of the Field Office of the Engineer
Clearing and Grubbing
Termite Control Work
Site Surveying
Structural Excavation
Gravel Bedding
Catch Basin
Septic Tank
Scaffolding Works
Rebar Fabrication of Column and Footing (First Floor)
Rebar Installation of Column and Footing (First Floor)
Formworks Fabrication (First Floor)
Formworks Installation (First Floor)
Concrete Pouring and Curing For Footing and Column (First Floor)
Stripping of Forms (First Floor)
Backfilling and Compaction
Rebar Installation for Slab on Grade (First Floor)
Slab on Grade (First Floor)
Formworks Fabrication for Slab on grade
Formworks Installation on Slab on grade
Rebar Fabrication of Column (Grade 60) (Second Floor)
Rebar Installation of Column (Second Floor)
Formworks Fabrication for Column (Second Floor)
Formworks Installation on Column (Second Floor)
Rebar Fabrication (Grade 60) for Beams (Second Floor)
Rebar Installation for Beams (Second Floor)
Rebar Installation for Suspended Slab (Second Floor)
Formworks Fabrication of Beam and Suspended Slab (Second Floor)
Formworks Installation Beam and Suspended Slab (Second Floor)
Concreting of Columns (Second Floor)
Concreting of Beams (Second Floor)
Concreting Suspended Slab (Second Floor)
Stripping of Forms
Rebar Fabrication (Grade 60) for Roof Beams
Rebar Installation for Roof Beams
Formworks Fabrication for Roof Beams
Formworks Installation for Roof Beams
Concreting of Roof Beams
Stripping of Forms in Roof Beam
Structural Steel Roof of Truss
Structural Steel Purlins
Corrugated Metal Roofing
Fabricated Metal Roofing Accessory (Gutter)
Plumbing Rough Ins
Pipe Laying
Electrical Conduits Laying
Panel Board And Circ. Breakers Installation
Wires And Wiring Installation
Electrical Fixtures
CHB Laying (Class B Mixture)
Plumbing Fixtures Installation
Waterproofing
Plastering (Class B Mixture)
Ceiling & Framework
Doors
Aluminum Frame Glass Window
Tile Works
Paint Works
Scaffolding Works Dismantling
Ventilation Works
Fire Protection Fabrication & Installation
Other Building Accessories
Demobilization
Occupational Safety and Health Program
Total
ID
Project Billboard/ Signboard 1 1 A01
Mobilization 2 2 A02
Construction of the Field Office of the Engineer 7 7 A03
Clearing and Grubbing 1 1 A04
Termite Control Work 2 2 A05
Site Surveying 2 2 A06
Structural Excavation 8 8 A07
Gravel Bedding 5 5 A08
Catch Basin 2 2 A09
Septic Tank 2 2 A10
Scaffolding Works 6 6 A11
Rebar Fabrication of Column and Footing (First Floor) 5 5 A12
Rebar Installation of Column and Footing (First Floor) 2 2 A13
Formworks Fabrication (First Floor) 5 5 A14
Formworks Installation (First Floor) 3 3 A15
Concrete Pouring and Curing For Footing and Column (First Floor) 5 5 A16
Stripping of Forms (First Floor) 2 2 A17
Backfilling and Compaction 8 8 A18
Rebar Installation for Slab on Grade (First Floor) 2 2 A19
Slab on Grade (First Floor) 7 1 A20
Formworks Fabrication for Slab on grade 1 1 A21
Formworks Installation on Slab on grade 1 7 A22
Rebar Fabrication of Column (Grade 60) (Second Floor) 4 4 A23
Rebar Installation of Column (Second Floor) 2 2 A24
Formworks Fabrication for Column (Second Floor) 3 3 A25
Formworks Installation on Column (Second Floor) 2 2 A26
Rebar Fabrication (Grade 60) for Beams (Second Floor) 5 4 A27
Rebar Installation for Beams (Second Floor) 4 5 A28
Rebar Installation for Suspended Slab (Second Floor) 5 4 A29
Formworks Fabrication of Beam and Suspended Slab (Second Floor) 6 6 A30
Formworks Installation Beam and Suspended Slab (Second Floor) 5 5 A31
Concreting of Columns (Second Floor) 4 5 A32
Concreting of Beams (Second Floor) 5 5 A33
Concreting Suspended Slab (Second Floor) 6 6 A34
Stripping of Forms 2 2 A35
Rebar Fabrication (Grade 60) for Roof Beams 4 4 A36
Rebar Installation for Roof Beams 3 3 A37
Formworks Fabrication for Roof Beams 3 3 A38
Formworks Installation for Roof Beams 3 3 A39
Concreting of Roof Beams 5 5 A40
Stripping of Forms in Roof Beam 3 3 A41
Structural Steel Roof of Truss 8 8 A42
Structural Steel Purlins 5 5 A43
Corrugated Metal Roofing 3 3 A44
Fabricated Metal Roofing Accessory (Gutter) 1 1 A45
Plumbing Rough Ins 7 7 A46
Pipe Laying 9 9 A47
Electrical Conduits Laying 4 4 A48
Panel Board And Circ. Breakers Installation 3 3 A49
Wires And Wiring Installation 3 3 A50
Electrical Fixtures 7 7 A51
CHB Laying (Class B Mixture) 10 10 A52
Plumbing Fixtures Installation 10 10 A53
Waterproofing 6 6 A54
Plastering (Class B Mixture) 11 11 A55
Ceiling & Framework 9 9 A56
Doors 7 7 A57
Aluminum Frame Glass Window 7 7 A58
Tile Works 8 8 A59
Paint Works 13 13 A60
Scaffolding Works Dismantling 3 3 A61
Ventilation Works 7 7 A62
Fire Protection Fabrication & Installation 13 13 A63
Other Building Accessories 1 1 A64
Demobilization 2 2 A65
rd
Amount (PHP)
₱1,079.44
₱1,205.60
₱2,285.04
Amount (PHP)
₱228.50
₱228.50
₱2,513.54
1
₱2,513.54
Amount (PHP)
₱995.00
₱1,000.00
₱1,750.00
₱130.00
₱3,875.00
₱6,388.54
₱766.63
₱511.08
₱383.31
₱8,049.57
Amount (PHP)
₱7,500.00
₱50,000.00
₱7,500.00
₱25,000.00
₱3,000.00
₱5,000.00
₱10,000.00
₱45,000.00
₱153,000.00
Amount (PHP)
₱2,158.88
₱4,799.52
₱6,028.00
₱12,986.40
Amount (PHP)
₱15,300.00
₱15,300.00
₱181,286.40
1
₱181,286.40
Amount (PHP)
₱0.00
₱181,286.40
₱21,754.37
₱14,502.91
₱10,877.18
₱228,420.86
Office of the Engineer
Amount (PHP)
₱6,746.50
₱14,646.00
₱22,605.00
₱43,997.50
Amount (PHP)
₱5,126.25
₱19,600.00
₱4,399.75
₱29,126.00
₱73,123.50
1
₱73,123.50
Amount (PHP)
₱2,040.00
₱2,672.00
₱637.50
₱22,000.00
₱12,240.00
₱8,000.00
₱18,128.00
₱1,440.00
₱5,775.00
₱10,500.00
₱320.00
₱9,000.00
₱10,725.00
₱2,500.00
₱2,280.00
₱160.00
₱3,600.00
₱2,000.00
₱3,800.00
₱117,817.50
₱190,941.00
₱22,912.92
₱15,275.28
₱11,456.46
₱240,585.66
bing
Amount (PHP)
₱1,079.44
₱2,411.20
₱3,490.64
Amount (PHP)
₱349.06
₱349.06
₱3,839.70
55.83125
₱8.60
Amount (PHP)
0
₱3,839.70
₱460.76
₱307.18
₱230.38
₱4,838.03
rk
Amount (PHP)
₱1,205.33
₱1,346.20
₱2,551.53
Amount (PHP)
₱500.00
₱255.15
₱755.15
₱3,306.69
50.00
₱7.40
Amount (PHP)
₱474,603.59
₱474,603.59
₱477,910.28
₱57,349.23
₱38,232.82
₱28,674.62
₱602,166.95
Amount (PHP)
₱5,056.00
₱4,416.00
₱6,400.00
₱15,872.00
Amount (PHP)
₱29,000.00
₱22,800.00
₱1,500.00
₱53,300.00
₱69,172.00
1
₱69,172.00
Amount (PHP)
₱0.00
₱0.00
₱69,172.00
₱8,300.64
₱5,533.76
₱4,150.32
₱87,156.72
ion
Amount (PHP)
₱7,560.13
₱5,602.44
₱12,665.58
₱25,828.15
Amount (PHP)
₱111,947.94
₱2,582.81
₱114,530.75
₱140,358.90
3.999643048
₱626.32
Amount (PHP)
₱0.00
₱0.00
₱140,358.90
₱16,843.07
₱11,228.71
₱8,421.53
₱176,852.22
Amount (PHP)
₱1,171.32
₱10,465.72
₱11,637.04
Amount (PHP)
₱8,542.03
₱17,222.95
₱1,163.70
₱26,928.68
₱38,565.71
2.28
₱487.13
Amount (PHP)
₱49,085.40
₱49,085.40
₱87,651.11
₱10,518.13
₱7,012.09
₱5,259.07
₱110,440.40
Amount (PHP)
₱2,158.88
₱3,124.48
₱2,411.20
₱7,694.56
Amount (PHP)
₱769.46
₱769.46
₱8,464.02
0.50
₱16,928.03
Amount (PHP)
₱14,047.49 no size
₱6,900.00 6.66666666666667 10
₱700.00 6.66666666666667 12
₱240.00
₱2,793.42
₱240.00
₱6,860.00
₱31,780.91
₱40,244.92
₱4,829.39
₱3,219.59
₱2,414.70
₱50,708.60
Amount (PHP)
₱2,158.88
₱3,124.48
₱3,616.80
₱8,900.16
Amount (PHP)
₱890.02
₱890.02
₱9,790.18
1.00
₱9,790.18
Amount (PHP)
₱35,175.00
₱23,000.00
₱1,050.00
₱400.00
₱15,768.00
₱400.00
₱3,430.00
₱79,223.00
₱89,013.18
₱10,681.58
₱7,121.05
₱5,340.79
₱112,156.60
Amount (PHP)
₱5,667.06
₱16,403.52
₱12,658.80
₱34,729.38
Amount (PHP)
₱40,950.00
₱3,472.94
₱44,422.94
₱79,152.32
1.80
₱446.99
Amount (PHP)
₱79,152.32
₱9,498.28
₱6,332.19
₱4,749.14
₱99,731.92
mn and Footing (Grade 60) 450x450 column
2000x200x250 footing
Amount (PHP)
₱4,693.80
₱13,913.39 concrete
₱7,863.59 196.8
66.42
₱26,470.78
Amount (PHP)
₱15,288.87
₱24,455.23 footing
₱2,647.08 no of bars
gi wire
column
₱42,391.17 no of bars
₱68,861.96 gi wire
0.20 stirrups
₱9,897.67
Amount (PHP)
total
₱300,145.79 no of bars
₱22,050.97 gi wire
₱16,109.84
stirrups
₱338,306.60
₱407,168.55
₱48,860.23
₱32,573.48
₱24,430.11
₱513,032.38
mn and Footing
Amount (PHP)
₱1,877.52
₱4,174.02
₱4,193.92
₱10,245.45
Amount (PHP)
₱1,024.55
₱1,024.55
₱11,270.00
0.50
₱1,619.86
Amount (PHP)
₱3,360.00
₱3,360.00
₱14,630.00
₱1,755.60
₱1,170.40
₱877.80
₱18,433.80
Column and Footings
Amount (PHP)
₱4,992.75
₱21,677.54
₱22,305.11
₱48,975.40
Amount (PHP)
₱4,897.54 area 84.05
328
412.05
₱4,897.54
₱53,872.94 113.89
20.00 14.59
₱72.80 128.48
Amount (PHP)
₱220,800.00 270.49
₱42,280.00 1417.92
₱4,400.00
₱267,480.00
₱321,352.94
₱38,562.35
₱25,708.24
₱19,281.18
₱404,904.70
Amount (PHP)
₱2,853.00
₱12,387.17
₱12,745.78
₱27,985.94
Amount (PHP)
₱2,798.59
₱2,798.59
₱30,784.54
35.00
₱41.60
Amount (PHP)
₱3,200.00
₱3,200.00
₱33,984.54
₱4,078.14
₱2,718.76
₱2,039.07
₱42,820.52
ing For Footing and Column (First
Amount (PHP)
₱269.86
₱7,245.86
₱8,387.59
₱15,903.31
Amount (PHP)
₱6,771.66
₱15,406.00
₱97,400.63
₱1,590.33
₱121,168.61
₱137,071.92
2.00
₱1,847.08 concrete
Amount (PHP) 196.8
66.42
₱567,558.08
41
66.42
₱567,558.08
₱704,630.00
₱84,555.60
₱56,370.40
₱42,277.80
₱887,833.81
Amount (PHP)
₱1,997.10
₱1,445.17
₱4,461.02
₱7,903.29
Amount (PHP)
₱790.33
₱790.33
₱8,693.62
50.00
₱11.75
Amount (PHP)
₱8,693.62
₱1,043.23
₱695.49
₱521.62
₱10,953.96
Amount (PHP)
₱8,851.95
₱15,464.28
₱22,412.00
₱46,728.23
Amount (PHP)
₱111,947.94
₱103,431.38
₱4,672.82
₱220,052.14
₱266,780.37
1
₱266,780.37
Amount (PHP)
₱0.00
₱0.00
₱266,780.37
₱32,013.64
₱21,342.43
₱16,006.82
₱336,143.27
on Grade (First Floor)
Amount (PHP)
₱2,083.35
₱6,175.48
₱3,490.27
₱11,749.10
Amount (PHP)
₱6,785.99
₱10,854.50
₱1,174.91
₱18,815.40
₱30,564.50
0.08
₱24,744.18
Amount (PHP)
₱57,203.04
₱800.00
₱2,900.15
₱60,903.19
₱91,467.69
₱10,976.12 158
₱7,317.42 843.72
₱5,488.06
₱115,249.29
r)
Amount (PHP)
₱7,529.09
₱10,896.62
₱16,818.12
₱35,243.84
Amount (PHP)
₱3,431.00
₱78,057.60
₱141,000.00
₱3,524.38
₱226,012.98
₱261,256.82
0.85
₱5,498.99
Amount (PHP)
₱349,103.48
₱349,103.48
₱610,360.30
₱73,243.24
₱48,828.82
₱36,621.62
₱769,053.98
Slab on grade
Amount (PHP)
₱1,020.07
₱1,476.32
₱1,139.29
₱3,635.68
Amount (PHP)
₱363.57
₱363.57
₱3,999.25
50.00
₱10.58
Amount (PHP)
₱11,500.00
₱503.30
₱240.00
₱12,243.30
₱16,242.55
₱1,949.11
₱1,299.40
₱974.55
₱20,465.61
slab on grade
Amount (PHP)
₱850.06
₱1,230.26
₱949.41
₱3,029.73
Amount (PHP)
₱302.97
₱302.97
₱3,332.71
60.00
₱8.82
Amount (PHP)
₱400.00
₱400.00
₱3,732.71
₱447.92
₱298.62
₱223.96
₱4,703.21
mn (Grade 60) (Second Floor)
Amount (PHP)
₱3,651.64
₱10,824.20
₱6,117.64
₱20,593.47
Amount (PHP)
₱11,894.28
₱19,025.43
₱2,059.35
₱32,979.05
₱53,572.52
0.20
₱9,897.67
Amount (PHP)
₱226,022.44
₱24,636.92
₱12,532.97
₱263,192.33
₱316,764.85
₱38,011.78
₱25,341.19
₱19,005.89
₱399,123.71
mn (Second Floor)
Amount (PHP)
₱1,460.66
₱3,247.26
₱3,262.74
₱7,970.65
Amount (PHP)
₱797.07
₱797.07
₱8,767.72
0.50
₱1,619.86
Amount (PHP)
₱1,560.00
₱1,560.00
₱10,327.72
₱1,239.33
₱826.22
₱619.66
₱13,012.93
Column (Second Floor)
Amount (PHP)
₱2,320.80
₱3,358.82
₱2,592.04
₱8,271.65
Amount (PHP)
₱827.17
₱827.17
₱9,098.82
20.00
₱26.45
Amount (PHP)
₱69,000.00
₱7,788.38
₱800.00
₱77,588.38
₱86,687.19
₱10,402.46
₱6,934.98
₱5,201.23
₱109,225.86
Column (Second Floor)
Amount (PHP)
₱1,160.40
₱1,679.41
₱1,296.02
₱4,135.83
Amount (PHP)
₱413.58
₱413.58
₱4,549.41
40.00
₱13.23
Amount (PHP)
₱400.00
₱400.00
₱4,949.41
₱593.93
₱395.95
₱296.96
₱6,236.25
60) for Beams (Second Floor)
Amount (PHP)
₱5,090.25
₱7,544.27
₱11,370.36
₱24,004.89
Amount (PHP)
₱16,580.20
₱26,520.78
₱2,400.49
₱45,501.46
₱69,506.35
0.35
₱5,264.12
Amount (PHP)
₱611,467.98
₱611,467.98
₱680,974.33
₱81,716.92
₱54,477.95
₱40,858.46
₱858,027.65
ms (Second Floor)
Amount (PHP)
₱3,562.15
₱15,838.42
₱7,956.96
₱27,357.53
Amount (PHP)
₱2,735.75
₱2,735.75
₱30,093.28
0.50
₱2,279.79
Amount (PHP)
₱3,496.00
₱3,496.00
₱33,589.28
₱4,030.71
₱2,687.14
₱2,015.36
₱42,322.49
ended Slab (Second Floor)
Amount (PHP)
₱5,397.20
₱15,998.40
₱9,042.00
₱30,437.60
Amount (PHP)
₱17,580.00
₱28,120.00
₱3,043.76
₱48,743.76
₱79,181.36
0.07
₱26,654.02
Amount (PHP)
₱137,573.58
₱4,640.00
₱7,110.68
₱149,324.26
₱228,505.62
₱27,420.67
₱18,280.45
₱13,710.34
₱287,917.08
Beam and Suspended Slab
Amount (PHP)
₱6,444.78
₱23,318.31
₱14,396.02
₱44,159.11
Amount (PHP)
₱4,415.91
₱4,415.91
₱48,575.02
13.00
₱78.23
Amount (PHP)
₱124,200.00
₱14,019.08
₱2,400.00
₱140,619.08
₱189,194.09
₱22,703.29
₱15,135.53
₱11,351.65
₱238,384.56
am and Suspended Slab (Second
Amount (PHP)
₱4,654.56
₱10,104.60
₱10,397.13
₱25,156.29
Amount (PHP)
₱2,515.63
₱2,515.63
₱27,671.92
18.00
₱1,537.33
Amount (PHP)
₱1,600.00
₱1,600.00
₱29,271.92
₱3,512.63
₱2,341.75
₱1,756.32
₱36,882.62
econd Floor)
Amount (PHP)
₱3,872.49
₱5,604.54
₱8,650.18
₱18,127.21
Amount (PHP)
₱2,618.88
₱59,581.20
₱107,625.00
₱1,812.72
₱171,637.80
₱189,765.00
0.50
₱13,224.04
Amount (PHP)
₱109,748.80
₱109,748.80
₱299,513.80
₱35,941.66
₱23,961.10
₱17,970.83
₱377,387.39
ond Floor)
Amount (PHP)
₱5,073.37
₱7,342.53
₱11,332.64
₱23,748.54
Amount (PHP)
₱3,431.00
₱78,057.60
₱141,000.00
₱2,374.85
₱224,863.45
₱248,611.99
0.70
₱9,409.99
Amount (PHP)
₱202,060.16
₱202,060.16
₱450,672.15
₱54,080.66
₱36,053.77
₱27,040.33
₱567,846.91
Slab (Second Floor)
Amount (PHP)
₱6,476.64
₱9,373.44
₱18,084.00
₱33,934.08
Amount (PHP)
₱5,883.80
₱133,860.48
₱241,800.00
₱3,393.41
₱384,937.69
₱418,871.77
0.56
₱15,496.55
Amount (PHP)
₱198,616.44
₱198,616.44
₱617,488.21
₱74,098.58
₱49,399.06
₱37,049.29
₱778,035.14
Amount (PHP)
₱2,094.55
₱6,062.76
₱5,848.38
₱14,005.70
Amount (PHP)
₱1,400.57
₱1,400.57
₱15,406.27
40.00
₱24.81
Amount (PHP)
₱0.00
₱15,406.27
₱1,848.75
₱1,232.50
₱924.38
₱19,411.90
60) for Roof Beams
Amount (PHP)
₱4,202.77
₱12,457.87
₱9,387.95
₱26,048.59
Amount (PHP)
₱13,689.46
₱21,896.90
₱2,604.86
₱38,191.22
₱64,239.81
0.10
₱20,624.19
Amount (PHP)
₱144,245.46
₱144,245.46
₱208,485.28
₱25,018.23
₱16,678.82
₱12,509.12
₱262,691.45
Beams
Amount (PHP)
₱3,232.90
₱7,187.24
₱7,221.50
₱17,641.63
Amount (PHP)
₱1,764.16
₱1,764.16
₱19,405.80
0.13
₱6,230.23
Amount (PHP)
₱3,496.00
₱3,496.00
₱22,901.80
₱2,748.22
₱1,832.14
₱1,374.11
₱28,856.27
Roof Beams
Amount (PHP)
₱3,041.73
₱8,804.39
₱8,493.08
₱20,339.20
Amount (PHP)
₱2,033.92
₱2,033.92
₱22,373.12
10.00
₱99.25
Amount (PHP)
₱69,000.00
₱22,645.00
₱4,000.00
₱95,645.00
₱118,018.12
₱14,162.17
₱9,441.45
₱7,081.09
₱148,702.83
Roof Beams
Amount (PHP)
₱3,041.73
₱6,603.30
₱8,493.08
₱18,138.10
Amount (PHP)
₱1,813.81
₱1,813.81
10.00
₱8.05
Amount (PHP)
₱4,800.00
₱4,800.00
₱6,613.81
₱793.66
₱529.10
₱396.83
₱8,333.40
Amount (PHP)
₱5,053.13
₱7,342.53
₱11,332.64
₱23,728.30
Amount (PHP)
₱3,431.00
₱78,057.60
₱141,000.00
₱2,372.83
₱224,861.43
₱248,589.73
1.00
₱6,637.91
Amount (PHP)
₱286,417.60
₱286,417.60
₱535,007.33
₱64,200.88
₱42,800.59
₱32,100.44
₱674,109.23
Beam
Amount (PHP)
₱3,041.73
₱11,005.49
₱5,095.85
₱19,143.06
Amount (PHP)
₱1,914.31
₱1,914.31
₱7,010.15
10.00
₱701.02
Amount (PHP)
₱3,200.00
₱3,200.00
₱10,210.15
₱1,225.22
₱816.81
₱612.61
₱12,864.79
Amount (PHP)
₱8,198.93
₱17,799.08
₱13,735.77
₱39,733.77
Amount (PHP)
₱22,543.55
₱5,523.47
₱113,082.34
₱3,973.38
₱145,122.74
₱184,856.51
150.00
₱1,232.38
Amount (PHP)
₱495,472.00
₱23,698.06
₱50,130.52
₱115,300.20
₱34,230.04
₱718,830.82
₱903,687.33
₱108,442.48
₱72,294.99
₱54,221.24
₱1,138,646.04
Amount (PHP)
₱5,133.98
₱7,430.26
₱11,468.04
₱24,032.28
Amount (PHP)
₱14,116.27
₱14,116.27
₱38,148.55
90.38
₱422.11
Amount (PHP)
₱188,464.56
₱43,752.56
₱11,610.86
₱243,827.97
₱281,976.52
₱33,837.18
₱22,558.12
₱16,918.59
₱355,290.42
Amount (PHP)
₱3,120.05
₱4,515.56
₱6,969.42
₱14,605.03
Amount (PHP)
₱1,460.50
₱0.00
₱14,605.03
20.00
₱730.25
Amount (PHP)
₱195,624.81
₱175.00
₱212.00
₱5,880.35
₱201,892.16
₱216,497.20
₱25,979.66
₱17,319.78
₱12,989.83
₱272,786.47
Accessory (Gutter)
Amount (PHP)
₱1,065.95
₱771.36
₱595.27
₱2,432.57
Amount (PHP)
₱243.26
₱243.26
₱2,675.82
10.00
₱267.58
Amount (PHP)
₱17,380.00
₱1,079.44
₱790.00
₱577.48
₱19,826.92
₱22,502.75
₱2,700.33
₱1,800.22
₱1,350.16
₱28,353.46
Amount (PHP)
₱6,611.57
₱19,137.44
₱7,384.30
₱33,133.31
Amount (PHP)
₱3,313.33
₱3,313.33
₱36,446.64
1.00
₱36,446.64
Amount (PHP)
₱21,681.00
₱27,300.00
₱2,160.00
₱400.00
₱180.00
₱1,660.00
₱385.00
₱2,680.00
₱2,520.00
₱2,800.00
₱700.00
₱1,211.00
₱9,300.00
₱10,640.00
₱83,617.00
₱120,063.64
₱14,407.64
₱9,605.09
₱7,203.82
₱151,280.19
Amount (PHP)
₱8,770.45
₱25,386.40
₱9,795.50
₱43,952.35
Amount (PHP)
₱4,395.24
₱4,395.24
₱48,347.59
1.00
₱48,347.59
Amount (PHP)
₱15,000.00
₱174.00
₱260.00
₱100.00
₱800.00
₱390.00
₱4,000.00
₱1,000.00
₱1,250.00
₱22,974.00
₱71,321.59
₱8,558.59
₱5,705.73
₱4,279.30
₱89,865.20
Amount (PHP)
₱4,000.67
₱2,895.03
₱6,702.38
₱13,598.08
Amount (PHP)
₱1,359.81
₱1,359.81
₱14,957.89
20.00
₱747.89
Amount (PHP)
₱58,114.00
₱2,905.70
₱61,019.70
₱75,977.59
₱9,117.31
₱6,078.21
₱4,558.66
₱95,731.77
reakers Installation
Amount (PHP)
₱2,977.77
₱6,464.44
₱3,325.79
₱12,768.00
Amount (PHP)
₱1,276.80
₱1,276.80
₱14,044.80
0.18
₱77,488.55
Amount (PHP)
₱6,600.00
₱4,864.00
₱7,296.00
₱4,864.00
₱1,920.00
₱780.00
₱26,324.00
₱40,368.80
₱4,844.26
₱3,229.50
₱2,422.13
₱50,864.69
on
Amount (PHP)
₱3,238.32
₱9,373.44
₱3,616.80
₱16,228.56
Amount (PHP)
₱1,622.86
₱1,622.86
₱17,851.42
25.00
₱714.06
Amount (PHP)
₱11,712.00
₱11,060.00
₱23,980.00
₱2,337.60
₱49,089.60
₱66,941.02
₱8,032.92
₱5,355.28
₱4,016.46
₱84,345.68
Amount (PHP)
₱7,151.29
₱20,699.68
₱15,974.20
₱43,825.17
Amount (PHP)
₱4,382.52
₱4,382.52
₱48,207.69
3.00
₱16,069.23
Amount (PHP)
₱9,374.00
₱1,680.00
₱2,533.00
₱6,500.00
₱29,052.00
₱10,350.00
₱229.75
₱3,332.00
₱1,195.00
₱64,245.75
₱112,453.44
₱13,494.41
₱8,996.27
₱6,747.21
₱141,691.33
ure)
Amount (PHP)
₱9,955.94
₱28,817.86
₱38,918.43
₱77,692.23
Amount (PHP)
₱7,769.22
₱7,769.22
₱85,461.45
20.00
₱57.91
Amount (PHP)
₱71,610.00
₱190,020.00
₱56,518.00
₱241,725.00
₱30,576.00
₱346,320.00
₱936,769.00
₱1,022,230.45
₱122,667.65
₱81,778.44
₱61,333.83
₱1,288,010.37
ion
Amount (PHP)
₱39,056.00
₱30,140.00
₱69,196.00
Amount (PHP)
₱6,919.60
₱6,919.60
₱76,115.60
1.00
₱76,115.60
Amount (PHP)
₱30,000.00
₱82,500.00
₱50,600.00
₱16,250.00
₱5,100.00
₱5,533.50
₱189,983.50
₱266,099.10
₱31,931.89
₱21,287.93
₱15,965.95
₱335,284.87
Amount (PHP)
₱5,987.29
₱8,665.22
₱10,030.59
₱24,683.11
Amount (PHP)
₱2,468.31
₱2,468.31
₱27,151.42
30.00
₱20.40
Amount (PHP)
₱63,336.00
₱4,950.00
₱980.00
₱3,463.30
₱72,729.30
₱99,880.72
₱11,985.69
₱7,990.46
₱5,992.84
₱125,849.71
e)
Amount (PHP)
₱11,378.22
₱32,934.70
₱25,416.11
₱69,729.03
Amount (PHP)
₱6,972.90
₱6,972.90
₱76,701.94
35.00
₱25.99
Amount (PHP)
₱211,750.00
₱33,110.00
₱244,860.00
₱321,561.94
₱38,587.43
₱25,724.96
₱19,293.72
₱405,168.04
Amount (PHP)
₱9,018.18
₱26,103.47
₱20,144.37
₱55,266.02
Amount (PHP)
₱5,526.60
₱5,526.60
₱60,792.62
10.00
₱90.96
Amount (PHP)
₱104,500.00
₱4,550.00
₱250.00
₱11,160.00
₱45,150.00
₱4,560.00
₱3,750.00
₱2,400.00
₱880.00
₱936.00
₱2,800.00
₱180,936.00
₱241,728.62
₱29,007.43
₱19,338.29
₱14,503.72
₱304,578.06
Amount (PHP)
₱5,397.20
₱9,764.00
₱11,302.50
₱26,463.70
Amount (PHP)
₱2,646.37
₱2,646.37
₱29,110.07
1.00
₱29,110.07
Amount (PHP)
₱57,120.00
₱90,440.00
₱2,725.25
₱33,510.00
₱42,220.50
₱56,881.00
₱178,020.50
₱460,917.25
₱490,027.32
₱58,803.28
₱39,202.19
₱29,401.64
₱617,434.42
Amount (PHP)
₱6,746.50
₱9,764.00
₱11,302.50
₱27,813.00
Amount (PHP)
₱2,781.30
₱2,781.30
₱30,594.30
1.00
₱30,594.30
Amount (PHP)
₱114,400.00
₱29,523.60
₱44,800.00
₱188,723.60
₱219,317.90
₱26,318.15
₱17,545.43
₱13,159.07
₱276,340.55
Amount (PHP)
₱8,023.48
₱23,224.26
₱13,441.84
₱44,689.57
Amount (PHP)
₱4,468.96
₱4,468.96
₱49,158.53
10.00
₱82.67
Amount (PHP)
₱457,666.00
₱31,902.00
₱14,575.00
₱14,850.00
₱1,650.00
₱520,643.00
₱569,801.53
₱68,376.18
₱45,584.12
₱34,188.09
₱717,949.93
Amount (PHP)
₱13,274.59
₱28,817.86
₱29,652.13
₱71,744.59
Amount (PHP)
₱7,174.46
₱7,174.46
₱78,919.05
30.00
₱26.74
Amount (PHP)
₱17,250.00
₱71,400.00
₱87,000.00
₱55,651.00
₱40,096.00
₱101,880.00
₱50,400.00
₱21,140.00
₱20,350.00
₱10,127.00
₱2,800.00
₱900.00
₱2,600.00
₱1,200.00
₱800.00
₱58,000.00
₱240.00
₱541,834.00
₱620,753.05
₱74,490.37
₱49,660.24
₱37,245.18
₱782,148.84
tling
Amount (PHP)
₱2,833.53
₱8,201.76
₱12,658.80
₱23,694.09
Amount (PHP)
₱2,369.41
₱2,369.41
₱26,063.50
3.00
₱147.18
Amount (PHP)
₱0.00
₱26,063.50
₱3,127.62
₱2,085.08
₱1,563.81
₱32,840.01
Amount (PHP)
₱13,750.00
₱9,764.00
₱14,500.00
₱38,014.00
Amount (PHP)
₱3,801.40
₱3,801.40
₱41,815.40
1.00
₱41,815.40
Amount (PHP)
₱179,995.00
₱346,668.00
₱10,000.00
₱16,099.89
₱552,762.89
₱594,578.29
₱71,349.39
₱47,566.26
₱35,674.70
₱749,168.65
& Installation
Amount (PHP)
₱665,205.62
₱665,205.62
Amount (PHP)
₱650.00
₱6,652.06
₱7,302.06
₱672,507.68
1.00
₱672,507.68
Amount (PHP)
₱10,062.00
₱31,000.00
₱14,000.00
₱61,936.00
₱53,200.00
₱1,890.00
₱33,880.00
₱19,800.00
₱10,640.00
₱970,000.00
₱3,700.00
₱50,000.00
₱16,000.00
₱8,000.00
₱10,000.00
₱36,303.24
₱1,330,411.24
₱2,002,918.92
₱240,350.27
₱160,233.51
₱120,175.14
₱2,523,677.83
Amount (PHP)
₱539.72
₱390.56
₱301.40
₱1,231.68
Amount (PHP)
₱123.17
₱1,354.85
1.00
₱1,354.85
Amount (PHP)
₱91,744.00
₱91,744.00
₱93,098.85
₱11,171.86
₱7,447.91
₱5,585.93
₱117,304.55
Amount (PHP)
₱7,500.00
₱50,000.00
₱7,500.00
₱25,000.00
₱5,000.00
₱95,000.00
Amount (PHP)
₱2,158.88
₱3,199.68
₱6,028.00
₱11,386.56
Amount (PHP)
₱9,500.00
₱9,500.00
₱115,886.56
1
₱115,886.56
Amount (PHP)
₱0.00
₱115,886.56
₱13,906.39
₱9,270.92
₱6,953.19
₱146,017.07
Health Program
Amount (PHP)
₱537,000.00
₱537,000.00
Amount (PHP)
₱537,000.00
1
₱537,000.00
Amount (PHP)
10,140.00
58,500.00
3,900.00
7,050.00
12,450.00
4,350.00
8,323.20
₱94,573.20
₱631,573.20
₱75,788.78
₱50,525.86
₱37,894.39
₱795,782.23
al Unit Cost
DURATION GANG SIZE
₱8,049.57 8 1 3
₱228,420.86 16 2 9
₱240,585.66 50.00 7 10
₱4,838.03 8 1 5
₱602,166.95 8.93 2 3
₱87,156.72 16 2 8
₱176,852.22 56.03 8 5
₱110,440.40 34.72 5 5
₱50,708.60 16 2 5
₱112,156.60 16 2 6
₱99,731.92 42.00 6 9
₱513,032.38 34.79 5 8
₱18,433.80 13.91 2 8
₱404,904.70 37 5 15
₱42,820.52 21.14 3 15
₱887,833.81 37.11 5 6
₱10,953.96 14.8 2 6
₱336,143.27 56.03 8 7
₱115,249.29 15.44 2 8
₱769,053.98 55.8 7 7
₱20,465.61 7.56 1 5
₱4,703.21 6.3 1 5
₱399,123.71 27.06 4 8
₱13,012.93 10.83 2 8
₱858,027.65 17.2 3 7
₱42,322.49 8.6 2 11
₱287,917.08 37.73 5 7
₱42,322.49 26.4 4 11
₱287,917.08 40 5 8
₱238,384.56 47.76 6 10
₱36,882.62 34.5 5 7
₱377,387.39 28.7 4 7
₱567,846.91 37.6 5 7
₱778,035.14 48 6 8
₱19,411.90 15.52 2 10
₱262,691.45 31.15 4 9
₱28,856.27 23.96 3 8
₱148,702.83 22.54 3 10
₱8,333.40 22.54 3 9
₱674,109.23 37.6 5 7
₱12,864.79 22.54 3 9
₱1,138,646.04 60.76 8 6
₱355,290.42 38.05 5 7
₱272,786.47 23.12 3 7
₱28,353.46 7.9 1 3
₱151,280.19 49 7 7
₱89,865.20 65 9 7
₱95,731.77 29.65 4 5
₱50,864.69 22.07 3 6
₱84,345.68 24 3 6
₱141,691.33 53 7 9
₱1,288,010.37 73.79 10 12
₱335,284.87 80 10 10
₱125,849.71 44.37 6 6
₱405,168.04 84.33 11 10
₱304,578.06 66.84 9 10
₱617,434.42 50 7 6
₱276,340.55 50 7 6
₱717,949.93 59.46 8 8
₱782,148.84 98.38 13 7
₱32,840.01 21 3 13
₱749,168.65 50 7 6
₱2,523,677.83 100 13 9
₱117,304.55 4 1 3
₱146,017.07 16 2 8
₱795,782.23 2
₱21,555,262.34
Activity
Project Billboard/ Signboard
Mobilization
Construction of the Field Office of the Engineer
Clearing and Grubbing
Termite Control Work
Site Surveying
Structural Excavation
Gravel Bedding
Catch Basin
Septic Tank
Scaffolding Works
Rebar Fabrication of Column and Footing (First Floor)
Rebar Installation of Column and Footing (First Floor)
Formworks Fabrication (First Floor)
Formworks Installation (First Floor)
Concrete Pouring and Curing For Footing and Column (First Floor)
Stripping of Forms (First Floor)
Backfilling and Compaction
Rebar Installation for Slab on Grade (First Floor)
Formworks Fabrication for Slab on Grade
Formworks Installation for Slab on Grade
Slab on Grade (First Floor)
Rebar Fabrication of Column (Second Floor)
Rebar Installation of Column (Second Floor)
Formworks Fabrication for Column (Second Floor)
Formworks Installation for Column (Second Floor)
Concreting of Columns (Second Floor)
Rebar Fabrication for Beams (Second Floor)
Rebar Installation for Beams (Second Floor)
Formworks Fabrication of Beam and Suspended Slab (Second Floor)
Formworks Installation of Beam and Suspended Slab (Second Floor)
Rebar Installation for Suspended Slab (Second Floor)
Concreting of Beams (Second Floor)
Concreting of Suspended Slab (Second Floor)
Stripping of Forms (Second Floor)
Rebar Fabrication for Roof Beams
Rebar Installation for Roof Beams
Formworks Fabrication for Roof Beams
Formworks Installation for Roof Beams
Concreting of Roof Beams
Stripping of Forms in Roof Beam
Structural Steel Roof of Truss
Structural Steel Purlins
Corrugated Metal Roofing
Fabricated Metal Roofing Accessory (Gutter)
Plumbing Rough-ins
Pipe Laying
Electrical Conduits Laying
Panel Board and Circuit Breakers Installation
Wires and Wiring Installation
Electrical Fixtures
CHB Laying (Class B Mixture)
Plumbing Fixtures Installation
Waterproofing
Plastering (Class B Mixture)
Ceiling & Framework
Doors
Aluminum Frame Glass Window
Tile Works
Paint Works
Scaffolding Works Dismantling
Ventilation Works
Fire Protection Fabrication & Installation
Other Building Accessories
Demobilization
WBS Installation of Gutter
INITIATION PHASE Plumbing and Electrical
1. Mobilization Plumbing Roughing in
2. Clearing and grubbing Electrical Roughing in
CHB Laying
Installation of Plumbing Fixtures
5. Site inspection Waterproofing
6. Termite control Plastering
STRUCTURAL Panel Boads
1. Structural Excavation Ceiling Works
3. Gravel Bedding Installation of Electrical Fixture
Catch Basin Installation of Doors
Septic Tank Installation of Windows
FIRST Floor Tile Works
Fabrication of Scaffolding Painting Works
4. Rebar fabtrication for column and footing Stripping of Scaffolding
5. Rebar installation for column and fooring Ventilation Works
Fabrication of Formworks Fire Safety System
Intallation of formworks
6. Concrete pouring for column and footing
Stripping of Works
2. backfilling and compaction
Rebar installation of slab on grade
Concrete pouring and curing of slab on grade
Second Floor
Rebar fabrication for beams
Rebar installation for beams
Rebar installation for suspended slabs
Fabrication of Formworks
Installation of Formworks
Concrete pouring and curing of beams
Concrete pouring and curing suspended slabs
Stripping of Formworks
RoofingWorks
Fabrication of Steel Truss
Installation Of Purlins
GI Roofing Sheets
24.8
35.52
60.32
footing volume
column
273.33
31
328 164 2430.48
10.3
128
601.33
41.3
128
8911.7106
476.16
164
footing volume
column
328 4880.64
936.66
159 14.82 2356.38
80 9.48 758.4
3114.78
239
216
13.8
DETAILED UNIT PRICE ANALYSIS (DUPA)
MULTI-PURPOSE GYMNASIUM
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A
Sub-total for A
Name & Capacity
Equipment:
B
Sub-total for B
C Total (A+B)
D Output per hour (unit)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MULTI-PURPOSE GYMNASIUM
Item No./Description :
Unit of Measurement :
Output :
Item
A Sub-total for A
Name & Capacity
Labor
B Sub-total for B
Name & Capacity
Equipment:
C Sub-total for C
D Total (A+B+C)
E Output per hour (unit)
F Direct Unit Cost (Price per unit)
Name & Specification
Materials
G Sub-total for G
H Direct Unit Cost (C+F)
I Overhead, Contigencies and Miscellaneous (OCM)
J Contractor's Profit (CP)
K Value Added Tax (VAT)
L Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MULTI-PURPOSE GYMNASIUM
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
Sub-total for B
C Total (A+B)
D Output per hour (unit)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MULTI-PURPOSE GYMNASIUM
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A
Sub-total for A
Name & Capacity
Equipment:
B
Sub-total for B
C Total (A+B)
D Output per hour (unit)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA
MULTI-PURPOSE GYMNASIUM
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F
-
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA
MULTI-PURPOSE GYMNASIUM
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A
Sub-total for A
Name & Capacity
Equipment:
B
Sub-total for B
C Total (A+B)
D Output per hour (unit)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA
MULTI-PURPOSE GYMNASIUM
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A
A
Sub-total for A
Name & Capacity
Equipment:
Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F
-
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA
MULTI-PURPOSE GYMNASIUM
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A
Sub-total for A
Name & Capacity
Equipment:
B
B
Sub-total for B
C Total (A+B)
D Output per hour (unit)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Item No./Description :
Unit of Measurement :
Output :
Designation
Sub-total for A
Name & Capacity
Equipment:
Sub-total for B
C Total (A+B)
D Output per hour
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F
F
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MULTI-PURPOSE GYMNASIUM
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
Sub-total for B
C Total (A+B)
D Output per hour
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F
F
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MULTI-PURPOSE GYMNASIUM
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F
F
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA
MULTI-PURPOSE GYMNASIUM
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
Sub-total for B
C Total (A+B)
D Output per hour (unit)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA
MULTI-PURPOSE GYMNASIUM
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
Sub-total for B
C Total (A+B)
D Output per hour (unit)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
DETAILED UNIT PRICE ANALYSIS (DUPA)
MULTI-PURPOSE GYMNASIUM
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
B
Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MULTI-PURPOSE GYMNASIUM
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
B
Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MULTI-PURPOSE GYMNASIUM
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
B
B
Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MULTI-PURPOSE GYMNASIUM
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
B
B
Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA
MULTI-PURPOSE GYMNASIUM
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F
-
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA
MULTI-PURPOSE GYMNASIUM
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
Sub-total for B
C Total (A+B)
D Output per hour (unit)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MULTI-PURPOSE GYMNASIUM
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA
MULTI-PURPOSE GYMNASIUM
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
Sub-total for B
C Total (A+B)
D Output per hour (unit)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA
MULTI-PURPOSE GYMNASIUM
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
Sub-total for B
C Total (A+B)
D Output per hour (unit)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MULTI-PURPOSE GYMNASIUM
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
B
Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MULTI-PURPOSE GYMNASIUM
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A
A
Sub-total for A
Name & Capacity
Equipment:
B
Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MULTI-PURPOSE GYMNASIUM
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
B
B
Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MULTI-PURPOSE GYMNASIUM
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
B
Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA
MULTI-PURPOSE GYMNASIUM
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
Sub-total for B
C Total (A+B)
D Output per hour (unit)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F
F
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA
MULTI-PURPOSE GYMNASIUM
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
Sub-total for B
C Total (A+B)
D Output per hour (unit)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MULTI-PURPOSE GYMNASIUM
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
B
Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
DETAILED UNIT PRICE ANALYSIS (DUPA)
MULTI-PURPOSE GYMNASIUM
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
B
Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MULTI-PURPOSE GYMNASIUM
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A
A
Sub-total for A
Name & Capacity
Equipment:
Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MULTI-PURPOSE GYMNASIUM
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A
A
Sub-total for A
Name & Capacity
Equipment:
B
Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA
MULTI-PURPOSE GYMNASIUM
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
B
B
Sub-total for B
C Total (A+B)
D Output per hour (unit)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA
MULTI-PURPOSE GYMNASIUM
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
Sub-total for B
C Total (A+B)
D Output per hour (unit)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MULTI-PURPOSE GYMNASIUM
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
B
Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F
F
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MULTI-PURPOSE GYMNASIUM
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
B
Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
DETAILED UNIT PRICE ANALYSIS (DUPA)
MULTI-PURPOSE GYMNASIUM
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MULTI-PURPOSE GYMNASIUM
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
B
Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MULTI-PURPOSE GYMNASIUM
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Fabrication:
A
A
Sub-total for A
Name & Capacity
Equipment:
Sub-total for B
C Total (A+B)
D Output per hour
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MULTI-PURPOSE GYMNASIUM
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Fabrication:
A
A
Sub-total for A
Name & Capacity
Equipment:
B
Sub-total for B
C Total (A+B)
D Output per hour
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MULTI-PURPOSE GYMNASIUM
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Fabrication:
Sub-total for A
Name & Capacity
B
Equipment:
B
Sub-total for B
C Total (A+B)
D Output per hour
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Fabrication:
A Sub-total for A
Name & Capacity
Equipment:
B Sub-total for B
C Total (A+B)
D Output per hour
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A Sub-total for A
Name & Capacity
Equipment:
B Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A Sub-total for A
Name & Capacity
Equipment:
B Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MULTI-PURPOSE GYMNASIUM
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
B
Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (C/D)
Name & Specification
Materials
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MULTI-PURPOSE GYMNASIUM
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
B
Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (C/D)
Name & Specification
Materials
F
F
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MULTI-PURPOSE GYMNASIUM
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
B
Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (C/D)
Name & Specification
Materials
F
F
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MULTI-PURPOSE GYMNASIUM
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
B
Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (C/D)
Name & Specification
Materials
F
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MULTI-PURPOSE GYMNASIUM
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
B
Sub-total for B
C Total (A+B)
D Output per hour (sq.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MULTI-PURPOSE GYMNASIUM
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A
Sub-total for A
Name & Capacity
Equipment:
B
Sub-total for B
C Total (A+B)
D Output per hour
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MULTI-PURPOSE GYMNASIUM
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
B
Sub-total for B
C Total (A+B)
D Output per hour (sq.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MULTI-PURPOSE GYMNASIUM
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
B
Sub-total for B
C Total (A+B)
D Output per hour (sq.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MULTI-PURPOSE GYMNASIUM
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A
A
Sub-total for A
Name & Capacity
Equipment:
B
Sub-total for B
C Total (A+B)
D Output per hour (sq.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MULTI-PURPOSE GYMNASIUM
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A
A
Sub-total for A
Name & Capacity
Equipment:
Sub-total for B
C Total (A+B)
D Output per hour
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MULTI-PURPOSE GYMNASIUM
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
B
B
Sub-total for B
C Total (A+B)
D Output per hour
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MULTI-PURPOSE GYMNASIUM
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
B
Sub-total for B
C Total (A+B)
D Output per hour (sq.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MULTI-PURPOSE GYMNASIUM
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
B
Sub-total for B
C Total (A+B)
D Output per hour (sq.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MULTI-PURPOSE GYMNASIUM
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
B
B
Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MULTI-PURPOSE GYMNASIUM
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Sub-total for A
Name & Capacity
Equipment:
B
Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (C/D)
Name & Specification
Materials
F
F
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MULTI-PURPOSE GYMNASIUM
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A Sub-total for A
Name & Capacity
Equipment:
B Sub-total for B
C Total (A+B)
D Output per hour
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
F
F Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MULTI-PURPOSE GYMNASIUM
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
Fabrication:
Sub-total for A
Name & Capacity
Equipment:
B
Sub-total for B
C Total (A+B)
D Output per hour
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MULTI-PURPOSE GYMNASIUM
Item No./Description :
Unit of Measurement :
Output :
Item
A Sub-total for A
Name & Capacity
Labor
B Sub-total for B
Name & Capacity
Equipment:
C Sub-total for C
D Total (A+B+C)
E Output per hour (unit)
F Direct Unit Cost (Price per unit)
Name & Specification
Materials
G Sub-total for G
H Direct Unit Cost (C+F)
I Overhead, Contigencies and Miscellaneous (OCM)
J Contractor's Profit (CP)
K Value Added Tax (VAT)
L Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA
CANDELARIA OPERATION CENTER
Item No./Description :
Unit of Measurement :
Output :
Designation
Labor
A
Sub-total for A
Name & Capacity
Equipment:
B
Sub-total for B
C Total (A+B)
D Output per hour (unit)
E Direct Unit Cost (Price per unit)
Name & Specification
Materials
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM)
I Contractor's Profit (CP)
J Value Added Tax (VAT)
K Total Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
MULTI-PURPOSE GYMNASIUM
SUMMARY
Item No./Description :
A
A
Total
DETAILED UNIT PRICE ANALYSIS (DUPA)
MULTI-PURPOSE GYMNASIUM
Project Billboard/ Signboard
1 each
Designation No. of Person o. of Hours Hourly Rate
a. Foreman 1 8.00 ₱134.93
b. Unskilled Labor 2 8.00 ₱75.35
Sub-total for A
Name & Capacity No. of Units o. of Hours Hourly Rate
ment:
a. Minor Tools (10% of labor cost) 1 1.00 ₱228.50
Sub-total for B
(A+B)
ut per hour (unit)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity Unit Cost
ials
PLYWOOD ORDINARY (0.0125m x 1.4m x 2.44m) pc 1.00 ₱995.00
Tarpaulin pc 1.00 ₱1,000.00
Assorted Lumber bd.ft. 50.00 ₱35.00
Assorted CW Nails kg 2.00 ₱65.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of G
actor's Profit (CP) 8.00 % of G
Added Tax (VAT) 5 % of ( G + H + I )
Unit Cost (G+H+I+J
DETAILED UNIT PRICE ANALYSIS (DUPA)
MULTI-PURPOSE GYMNASIUM
Mobilization
L.S.
1
Item Unit Quantity Unit Cost
a. Truck Mounted Crane Trip 1.00 ₱7,500.00
b. Excavator Trip 2.00 ₱25,000.00
c. Dump truck Trip 1.00 ₱7,500.00
d. Manpower Person 25.00 ₱1,000.00
e. Permit and Clearance L.S. 1.00 ₱3,000.00
f. Toll Fees and Miscellaneous L.S. 1.00 ₱5,000.00
g. Utilities Connection L.S 1.00 ₱10,000.00
h. Barracks & Office L.S 3.00 ₱15,000.00
Sub-total for A
Name & Capacity No. of Units o. of Hours Hourly Rate
a. Foreman 1 16.00 ₱134.93
b. Highly Skilled Operator 3 16.00 ₱99.99
c.. Unskilled Labor 5 16.00 ₱75.35
Sub-total for B
Name & Capacity No. of Units o. of Hours Hourly Rate
ment:
a. Minor Tools (10% of labor cost) 1 1.00 ₱15,300.00
Sub-total for C
(A+B+C)
ut per hour (unit)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity Unit Cost
ials
Sub-total for G
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of G
actor's Profit (CP) 8.00 % of G
Added Tax (VAT) 5 % of ( H + I + J )
Unit Cost ( H+I+J+K
DETAILED UNIT PRICE ANALYSIS (DUPA)
MULTI-PURPOSE GYMNASIUM
Construction of the Field Office of the Engineer
1 L.S
Designation No. of Person o. of Hours Hourly Rate
a. Foreman 1 50.00 ₱134.93
b. Skilled Laborer 3 50.00 ₱97.64
b. Unskilled Labor 6 50.00 ₱75.35
Sub-total for A
Name & Capacity No. of Units o. of Hours Hourly Rate
ment:
a. One Bagger Mixer 1 30.00 ₱170.88
b. Water Truck 1 8.00 ₱2,450.00
c. Minor Tools (10% of labor cost) 1 1.00 ₱4,399.75
Sub-total for B
(A+B)
ut per hour (unit)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity Unit Cost
ials
I. Earthworks
a. Gravel Bedding cu.m. 3.00 ₱680.00
b. Selected Fill cu.m. 8.00 ₱334.00
c. Soil Poisoning L 2.50 ₱255.00
II. Concrete Works
a.Portland Cement bag 80.00 ₱275.00
b. Crushed Gravel cu.m. 18.00 ₱680.00
c. Washed Sand cu.m. 16.00 ₱500.00
III. Reinforcing Bar
a. Deformed Round Bar Grade 40 kg 400.00 ₱45.32
b. GI Tie Wire #16 kg 18.00 ₱80.00
IV. Formworks
Ordinary Plywoord pc 15.00 ₱385.00
Cocolumber (2''x3"x12) bdft 300.00 ₱35.00
CWN Assorted kg 4.00 ₱80.00
V. Masonry Works
CHB 6" tck pc 600.00 ₱15.00
Portland Cement bag 39.00 ₱275.00
Washed Sand cu.m. 5.00 ₱500.00
10mm dia. x 6 RSB kg 60.00 ₱38.00
GI Tie Wire #16 kg 2.00 ₱80.00
VI.Hollow
a. DoorsCore
and Windows
Flush type swing door complete with accessories.
0.90m.x2.1m. set 2.00 ₱1,800.00
Jalousie Window, 1.4m.x1.2m set 2.00 ₱1,000.00
Jalousie Window, 2.8m.x1.2m. set 2.00 ₱1,900.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of G
actor's Profit (CP) 8.00 % of G
Added Tax (VAT) 5 % of ( G + H + I )
Unit Cost (G+H+I+J
DETAILED UNIT PRICE ANALYSIS (DUPA)
MULTI-PURPOSE GYMNASIUM
103.2.1 Clearing and Grubbing
4000 sq.m.
166.65 sq.m. / hr
Designation No. of Person o. of Hours Hourly Rate
a. Foreman 1 6.00 ₱134.93
b. Unskilled Labor 5 24.00 ₱75.35
Sub-total for A
Name & Capacity No. of Units o. of Hours Hourly Rate
ment:
a. Minor Tools (10% of labor cost) 1 1.00 ₱985.26
Sub-total for B
(A+B)
ut per hour (unit)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity Unit Cost
ials
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of G
actor's Profit (CP) 8.00 % of G
Added Tax (VAT) 5 % of ( G + H + I )
Unit Cost (G+H+I+J
DETAILED UNIT PRICE ANALYSIS (DUPA
MULTI-PURPOSE GYMNASIUM
Site Surveying
L.S.
1
Designation No. of Person o. of Hours Hourly Rate
a. Surveyor 2 16.00 ₱158.00
b. Assistant Surveyor 2 16.00 ₱138.00
c. Laborer/Helper 4 16.00 ₱100.00
Sub-total for A
Name & Capacity No. of Units o. of Hours Rate
ment:
a.Total Station/Transit Rental 1 16.00 ₱1,812.50
b. GPS Equipment Rental 1 16.00 ₱1,425.00
c. Measuring Tools (Level Rod, Tape) 1 1.00 ₱1,500.00
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity Unit Cost
ials
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of G
actor's Profit (CP) 8.00 % of G
Added Tax (VAT) 5 % of ( G + H + I )
Unit Cost (G+H+I+J
DETAILED UNIT PRICE ANALYSIS (DUPA
MULTI-PURPOSE GYMNASIUM
1000 - Termite Control Work
1663.16 sq.m.
69.30 sq.m. / hr
Designation No. of Person o. of Hours Hourly Rate
7.69
a. Foreman 1 24.00 ₱134.93
b. Unskilled Labor 2 24.00 ₱75.35
Sub-total for A
Name & Capacity No. of Units o. of Hours Hourly Rate
ment:
a. Backpack Power Sprayer 1 24.00 ₱20.83
b. Minor Tools (10% of labor cost) 1 1.00 ₱685.51
Sub-total for B
(A+B)
ut per hour (unit)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity Unit Cost
ials
Termiticide L 2,532.00 ₱255.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of G
actor's Profit (CP) 8.00 % of G
Added Tax (VAT) 5 % of ( G + H + I )
Unit Cost (G+H+I+J
DETAILED UNIT PRICE ANALYSIS (DUPA
MULTI-PURPOSE GYMNASIUM
103.2.2 Structural Excavation
538.7664 cu.m.
15 cu.m. / hr
Designation No. of Person o. of Hours Hourly Rate
a. Foreman 1 35.92 ₱134.93
b. Highly Skilled Operator 2 35.92 ₱99.99
c. Unskilled Labor 4 35.92 ₱75.35
Sub-total for A
Name & Capacity No. of Units o. of Hours Hourly Rate
ment:
a. Excavator 0.8 cu.m. bucket 2 35.92 ₱1,998.00
b. Minor Tools (10% of labor cost) 2 1.00 ₱2,285.48
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity Unit Cost
ials
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of G
actor's Profit (CP) 8.00 % of G
Added Tax (VAT) 5 % of ( G + H + I )
Unit Cost (G+H+I+J
DETAILED UNIT PRICE ANALYSIS (DUPA
MULTI-PURPOSE GYMNASIUM
Gravel Bedding
249.474 cu.m.
6.00 cu.m. / hr
Designation No. of Person o. of Hours Hourly Rate
a. Foreman 1 41.58 ₱134.93
b. Unskilled Labor 3 41.58 ₱75.35
Sub-total for A
Name & Capacity No. of Units o. of Hours Hourly Rate
ment:
a. Plate Compactor 2 41.58 ₱123.00
b. Excavator 0.3 cu.m. bucket 1 41.58 ₱992.00
b. Minor Tools (10% of labor cost) 1 1.00 ₱1,500.92
Sub-total for B
(A+B)
ut per hour (unit)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity Unit Cost
ials
GRAVEL G1 cu.m. 249.47 ₱620.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of G
actor's Profit (CP) 8.00 % of G
Added Tax (VAT) 5 % of ( G + H + I )
Unit Cost (G+H+I+J
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Catch Basin
20 each
0.5 each/hour
Designation No. of Person o. of Hours Hourly Rate
a. Foreman 1 24.00 ₱134.93
b. Skilled Labor 2 24.00 ₱97.64
c. Unskilled Labor 4 24.00 ₱75.35
Sub-total for A
Name & Capacity No. of Units o. of Hours Hourly Rate
ment:
a. Minor Tools (10% of labor cost) 1 1.00 ₱1,515.86
Sub-total for B
(A+B)
ut per hour
t Unit Cost (Price per unit)
Name & Specification Unit Quantity Unit Cost
ials
READY MIX CONCRETE 3000PSI @ 14 DAYS cu.m. 5.00 ₱7,035.00
PVC Board (18mmx1.2mx2.44m) pc 7.00 ₱2,300.00
Cocolumber (2''x3"x12) bdft 40.00 ₱35.00
CWN Assorted kg 3.00 ₱80.00
Reinforcing Steel bars Plain Grade 60 kg 95.00 ₱46.31
GI Tie Wire kg 7.00 ₱80.00
150mm PVC Pipe PC 50.00 ₱343.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of G
actor's Profit (CP) 8.00 % of G
Added Tax (VAT) 5 % of ( G + H + I )
Unit Cost (G+H+I+J
DETAILED UNIT PRICE ANALYSIS (DUPA)
MULTI-PURPOSE GYMNASIUM
Septic Tank
L.S.
1 .
Designation No. of Person o. of Hours Hourly Rate
a. Foreman 1 30.00 ₱134.93
b. Skilled Labor 2 30.00 ₱97.64
c. Unskilled Labor 3 30.00 ₱75.35
Sub-total for A
Name & Capacity No. of Units o. of Hours Hourly Rate
ment:
a. Minor Tools (10% of labor cost) 1 1.00 ₱1,668.78
Sub-total for B
(A+B)
ut per hour
t Unit Cost (Price per unit)
Name & Specification Unit Quantity Unit Cost
ials
GRAVEL G1 cu.m. 2.00 ₱620.00
READY MIX CONCRETE 3000PSI @ 14 DAYS cu.m. 10.00 ₱7,035.00
PVC Board (18mmx1.2mx2.44m) pc 20.00 ₱2,300.00
Cocolumber (2''x3"x12) bdft 35.00 ₱35.00
CWN Assorted kg 10.00 ₱80.00
PVC PIPES (151mm D) PC 30.00 ₱1,971.00
PVC TEE (151mm D) PC 20.00 ₱40.00
150mm D Brass Clean Out PC 10.00 ₱343.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of G
actor's Profit (CP) 8.00 % of G
Added Tax (VAT) 5 % of ( G + H + I )
Unit Cost (G+H+I+J
DETAILED UNIT PRICE ANALYSIS (DUPA)
MULTI-PURPOSE GYMNASIUM
Scaffolding Works
3185.93 cu.m.
50 cu.m. / hr
Designation No. of Person o. of Hours Hourly Rate
a. Foreman 1 47.79 ₱134.93
b. Skilled Labor 4 63.72 ₱97.64
c. Unskilled Labor 6 63.72 ₱75.35
Sub-total for A
Name & Capacity No. of Units o. of Hours Hourly Rate
ment:
a. H-frame set w/ catwalk 450 159.00 ₱6.50
b. Minor Tools (10% of labor cost) 1 1.00 ₱6,014.13
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity Unit Cost
ials
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of G
actor's Profit (CP) 8.00 % of G
Added Tax (VAT) 5 % of ( G + H + I )
Unit Cost (G+H+I+J
DETAILED UNIT PRICE ANALYSIS (DUPA
MULTI-PURPOSE GYMNASIUM
Rebar Fabrication For Column and Footing (First Floor)
9.74 metric ton
0.15 etric ton / hr
Designation No. of Person o. of Hours Hourly Rate
a. Foreman 1 64.90 ₱134.93
b. Steelman 3 64.90 ₱99.99
c. Unskilled Labor 4 64.90 ₱75.35
Sub-total for A
Name & Capacity No. of Units o. of Hours Hourly Rate
ment:
Bar Cutter 1 64.90 ₱219.75
Bar Bender 1 64.90 ₱351.50
Sub-total for B
(A+B)
ut per hour (unit)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity Unit Cost
ials
Reinforcing Steel bars Plain Grade 60 kg 7,533.15 ₱46.31
Reinforcing Steel bars Deformed Grade 60 kg 2,202.24 ₱46.31
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of G
actor's Profit (CP) 8.00 % of G
Added Tax (VAT) 5 % of ( G + H + I )
Unit Cost (G+H+I+J
DETAILED UNIT PRICE ANALYSIS (DUPA
MULTI-PURPOSE GYMNASIUM
Rebar Installation of Column And Footing (First Floor)
9.74 metric ton
0.35 etric ton / hr
Designation No. of Person o. of Hours Hourly Rate
a. Foreman 1 27.83 ₱134.93
b. Steelman 6 27.83 ₱99.99
c. Unskilled Labor 3 27.83 ₱75.35
Sub-total for A
Name & Capacity No. of Units o. of Hours Hourly Rate
ment:
a. Minor Tools (10% of labor cost) 1 1.00 ₱2,674.10
Sub-total for B
(A+B)
ut per hour (unit)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity Unit Cost
ials
G.I Wire #16 kg 100.00 ₱80.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of G
actor's Profit (CP) 8.00 % of G
Added Tax (VAT) 5 % of ( G + H + I )
Unit Cost (G+H+I+J
DETAILED UNIT PRICE ANALYSIS (DUPA)
DETAILED UNIT PRICE ANALYSIS (DUPA)
MULTI-PURPOSE GYMNASIUM
Formworks Fabrication For Column and Footing
925.14 sq.m.
20 sq.m. / hr
Designation No. of Person o. of Hours Hourly Rate
a. Foreman 1 46.26 ₱134.93
b. Skilled Labor 2 46.26 ₱97.64
c. Unskilled Labor 2 46.26 ₱75.35
Sub-total for A
Name & Capacity No. of Units o. of Hours Hourly Rate
ment:
a. Minor Tools (10% of labor cost) 1 1.00 ₱2,224.55
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity Unit Cost
ials
PVC Board (18mmx1.2mx2.44m) pc 160.61 ₱2,300.00
Cocolumber (2''x3"x12) bdft 1,792.00 ₱35.00
CWN Assorted kg 70.00 ₱80.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of G
actor's Profit (CP) 8.00 % of G
Added Tax (VAT) 5 % of ( G + H + I )
Unit Cost (G+H+I+J
DETAILED UNIT PRICE ANALYSIS (DUPA)
MULTI-PURPOSE GYMNASIUM
Formworks Installation
925.14 sq.m.
30 sq.m. / hr
Designation No. of Person o. of Hours Hourly Rate
a. Foreman 1 30.84 ₱134.93
b. Skilled Labor 2 30.84 ₱97.64
c. Unskilled Labor 3 30.84 ₱75.35
Sub-total for A
Name & Capacity No. of Units o. of Hours Hourly Rate
ment:
a. Minor Tools (10% of labor cost) 1 1.00 ₱1,715.39
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity Unit Cost
ials
CWN Assorted kg 50.00 ₱80.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of G
actor's Profit (CP) 8.00 % of G
Added Tax (VAT) 5 % of ( G + H + I )
Unit Cost (G+H+I+J
DETAILED UNIT PRICE ANALYSIS (DUPA)
MULTI-PURPOSE GYMNASIUM
Concreting For Footing and Columns
186.8 cu.m.
4 cu.m. / hr
Designation No. of Person No. of Hours Hourly Rate
a. Foreman 1 46.70 ₱134.93
b. Skilled Labor 2 46.70 ₱97.64
c. Unskilled Labor 3 46.70 ₱75.35
Sub-total for A
Name & Capacity No. of Units No. of Hours Hourly Rate
ment:
a.Concrete Vibrator 2 46.70 ₱91.25
b. Concrete Pump Trailer Mounted 1 9.34 ₱2,076.00
c. Boom Concrete Pump 1 32.69 ₱3,750.00
d. Minor Tools (10% of labor cost) 1 1.00 ₱2,597.73
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity Unit Cost
ials
READY MIX CONCRETE 4000PSI @ 14 DAYS cu.m. 186.80 ₱7,648.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of G
actor's Profit (CP) 8.00 % of G
Added Tax (VAT) 5 % of ( G + H + I )
Unit Cost (G+H+I+J
DETAILED UNIT PRICE ANALYSIS (DUPA)
MULTI-PURPOSE GYMNASIUM
Stripping of Forms
925.14 sq.m.
40 sq.m. / hr
Designation No. of Person No. of Hours Hourly Rate
a. Foreman 1 23.13 ₱134.93
b. Skilled Labor 1 23.13 ₱97.64
c. Unskilled Labor 4 23.13 ₱75.35
Sub-total for A
Name & Capacity No. of Units No. of Hours Hourly Rate
ment:
a. Minor Tools (10% of labor cost) 1 1.00 ₱1,234.99
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity Unit Cost
ials
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of G
actor's Profit (CP) 8.00 % of G
Added Tax (VAT) 5 % of ( G + H + I )
Unit Cost (G+H+I+J
DETAILED UNIT PRICE ANALYSIS (DUPA
MULTI-PURPOSE GYMNASIUM
Backfilling and Compaction
538.7664 cu.m.
17 cu.m. / hr
Designation No. of Person o. of Hours Hourly Rate
a. Foreman 1 31.69 ₱134.93
b. Highly Skilled Operator 4 31.69 ₱99.99
c. Unskilled Labor 2 31.69 ₱75.35
Sub-total for A
Name & Capacity No. of Units o. of Hours Hourly Rate
ment:
a. Excavator 0.8 cu.m. bucket 3 31.69 ₱1,998.00
b. Vibratory Roller 1 56.03 ₱1,846.00
b. Minor Tools (10% of labor cost) 1 1.00 ₱2,172.78
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity Unit Cost
ials
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of G
actor's Profit (CP) 8.00 % of G
Added Tax (VAT) 5 % of ( G + H + I )
Unit Cost (G+H+I+J
DETAILED UNIT PRICE ANALYSIS (DUPA
MULTI-PURPOSE GYMNASIUM
Rebar Installation For Slab on Grade
13.96 metric ton
0.3 etric ton / hr
Designation No. of Person o. of Hours Hourly Rate
a. Foreman 1 46.52 ₱134.93
b. Steelman 3 46.52 ₱99.99
c. Unskilled Labor 4 46.52 ₱75.35
Sub-total for A
Name & Capacity No. of Units o. of Hours Hourly Rate
ment:
Bar Cutter 1 46.52 ₱219.75
Bar Bender 1 46.52 ₱351.50
Sub-total for B
(A+B)
ut per hour (unit)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity Unit Cost
ials
Reinforcing Steel bars Plain Grade 60 kg 12,693.72 ₱46.31
G.I Tie Wire #16 kg 1,263.00 ₱80.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of G
actor's Profit (CP) 8.00 % of G
Added Tax (VAT) 5 % of ( G + H + I )
Unit Cost (G+H+I+J
DETAILED UNIT PRICE ANALYSIS (DUPA)
MULTI-PURPOSE GYMNASIUM
Concreting For Slab on Grade
218.40 cu.m.
5 cu.m. / hr
Designation No. of Person No. of Hours Hourly Rate
a. Foreman 1 43.68 ₱134.93
b. Skilled Labor 4 43.68 ₱97.64
c. Unskilled Labor 4 43.68 ₱75.35
Sub-total for A
Name & Capacity No. of Units No. of Hours Hourly Rate
ment:
a.Concrete Vibrator 2 43.68 ₱91.25
b. Concrete Pump Trailer Mounted 1 8.74 ₱2,076.00
c. Boom Concrete Pump 1 30.58 ₱3,750.00
d. Minor Tools (10% of labor cost) 1 1.00 ₱3,611.86
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity Unit Cost
ials
READY MIX CONCRETE 3000PSI @ 14 DAYS cu.m. 218.40 ₱7,648.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of G
actor's Profit (CP) 8.00 % of G
Added Tax (VAT) 5 % of ( G + H + I )
Unit Cost (G+H+I+J
DETAILED UNIT PRICE ANALYSIS (DUPA
MULTI-PURPOSE GYMNASIUM
Rebar Fabrication For Beams Grade 60
6.18 metric ton
0.1 etric ton / hr
Designation No. of Person o. of Hours Hourly Rate
a. Foreman 1 61.85 ₱134.93
b. Steelman 2 61.85 ₱99.99
c. Unskilled Labor 4 61.85 ₱75.35
Sub-total for A
Name & Capacity No. of Units o. of Hours Hourly Rate
ment:
Bar Cutter 2 61.85 ₱219.75
Bar Bender 2 61.85 ₱351.50
Sub-total for B
(A+B)
ut per hour (unit)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity Unit Cost
ials
Reinforcing Steel bars Plain Grade 60 kg 4,805.9 ₱46.31
Reinforcing Steel bars Deformed Grade 60 kg 1,378.89 ₱46.31
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of G
actor's Profit (CP) 8.00 % of G
Added Tax (VAT) 5 % of ( G + H + I )
Unit Cost (G+H+I+J
DETAILED UNIT PRICE ANALYSIS (DUPA
MULTI-PURPOSE GYMNASIUM
Rebar Installation For Beams Grade 60
6.18 metric ton
0.2 etric ton / hr
Designation No. of Person o. of Hours Hourly Rate
a. Foreman 1 30.92 ₱134.93
b. Steelman 3 30.92 ₱99.99
c. Unskilled Labor 4 30.92 ₱75.35
Sub-total for A
Name & Capacity No. of Units o. of Hours Hourly Rate
ment:
a. Minor Tools (10% of labor cost) 1 1.00 ₱2,276.95
Sub-total for B
(A+B)
ut per hour (unit)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity Unit Cost
ials
G.I Wire #16 kg 34.00 ₱80.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of G
actor's Profit (CP) 8.00 % of G
Added Tax (VAT) 5 % of ( G + H + I )
Unit Cost (G+H+I+J
DETAILED UNIT PRICE ANALYSIS (DUPA)
MULTI-PURPOSE GYMNASIUM
Formworks Fabrication For Beams
476.56 sq.m.
20 sq.m. / hr
Designation No. of Person o. of Hours Hourly Rate
a. Foreman 1 23.83 ₱134.93
b. Skilled Labor 2 23.83 ₱97.64
c. Unskilled Labor 2 23.83 ₱75.35
Sub-total for A
Name & Capacity No. of Units o. of Hours Hourly Rate
ment:
a. Minor Tools (10% of labor cost) 1 1.00 ₱1,145.91
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity Unit Cost
ials
PVC Board (18mmx1.2mx2.44m) pc 54.00 ₱2,300.00
Cocolumber (2''x3"x12) bdft 243.00 ₱35.00
CWN Assorted kg 10.00 ₱80.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of G
actor's Profit (CP) 8.00 % of G
Added Tax (VAT) 5 % of ( G + H + I )
Unit Cost (G+H+I+J
DETAILED UNIT PRICE ANALYSIS (DUPA)
MULTI-PURPOSE GYMNASIUM
Formworks Installation
476.56 sq.m.
25 sq.m. / hr
Designation No. of Person o. of Hours Hourly Rate
a. Foreman 1 19.06 ₱134.93
b. Skilled Labor 2 19.06 ₱97.64
c. Unskilled Labor 3 19.06 ₱75.35
Sub-total for A
Name & Capacity No. of Units o. of Hours Hourly Rate
ment:
a. Minor Tools (10% of labor cost) 1 1.00 ₱1,060.37
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity Unit Cost
ials
CWN Assorted kg 50.00 ₱80.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of G
actor's Profit (CP) 8.00 % of G
Added Tax (VAT) 5 % of ( G + H + I )
Unit Cost (G+H+I+J
DETAILED UNIT PRICE ANALYSIS (DUPA)
MULTI-PURPOSE GYMNASIUM
Concreting For Beams
27.66 cu.m.
1 cu.m. / hr
Designation No. of Person No. of Hours Hourly Rate
a. Foreman 1 27.66 ₱134.93
b. Skilled Labor 3 27.66 ₱97.64
c. Unskilled Labor 5 27.66 ₱75.35
Sub-total for A
Name & Capacity No. of Units No. of Hours Hourly Rate
ment:
a.Concrete Vibrator 2 27.66 ₱91.25
b. Concrete Pump Trailer Mounted 1 5.53 ₱2,076.00
c. Boom Concrete Pump 1 19.36 ₱3,750.00
d. Minor Tools (10% of labor cost) 1 1.00 ₱2,225.52
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity Unit Cost
ials
READY MIX CONCRETE 3000PSI @ 14 DAYS cu.m. 27.66 ₱7,648.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of G
actor's Profit (CP) 8.00 % of G
Added Tax (VAT) 5 % of ( G + H + I )
Unit Cost (G+H+I+J
DETAILED UNIT PRICE ANALYSIS (DUPA)
MULTI-PURPOSE GYMNASIUM
Stripping of Forms
476.56 sq.m.
30 sq.m. / hr
Designation No. of Person No. of Hours Hourly Rate
a. Foreman 1 15.89 ₱134.93
b. Skilled Labor 2 15.89 ₱97.64
c. Unskilled Labor 5 15.89 ₱75.35
Sub-total for A
Name & Capacity No. of Units No. of Hours Hourly Rate
ment:
a. Minor Tools (10% of labor cost) 1 1.00 ₱1,123.03
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity Unit Cost
ials
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of G
actor's Profit (CP) 8.00 % of G
Added Tax (VAT) 5 % of ( G + H + I )
Unit Cost (G+H+I+J
DETAILED UNIT PRICE ANALYSIS (DUPA
MULTI-PURPOSE GYMNASIUM
Rebar Fabrication For Suspended Slab Grade 60
0.90 metric ton
0.02 etric ton / hr
Designation No. of Person o. of Hours Hourly Rate
a. Foreman 1 44.87 ₱134.93
b. Steelman 2 44.87 ₱99.99
c. Unskilled Labor 4 44.87 ₱75.35
Sub-total for A
Name & Capacity No. of Units o. of Hours Hourly Rate
ment:
Bar Cutter 2 44.87 ₱219.75
Bar Bender 2 44.87 ₱351.50
Sub-total for B
(A+B)
ut per hour (unit)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity Unit Cost
ials
Reinforcing Steel bars Plain Grade 60 kg 897.4 ₱46.31
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of G
actor's Profit (CP) 8.00 % of G
Added Tax (VAT) 5 % of ( G + H + I )
Unit Cost (G+H+I+J
DETAILED UNIT PRICE ANALYSIS (DUPA
MULTI-PURPOSE GYMNASIUM
Rebar Installation For Suspended Slab
0.90 metric ton
0.05 etric ton / hr
Designation No. of Person o. of Hours Hourly Rate
a. Foreman 1 17.95 ₱134.93
b. Steelman 2 17.95 ₱99.99
c. Unskilled Labor 5 17.95 ₱75.35
Sub-total for A
Name & Capacity No. of Units o. of Hours Hourly Rate
ment:
a. Minor Tools (10% of labor cost) 1 1.00 ₱1,277.34
Sub-total for B
(A+B)
ut per hour (unit)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity Unit Cost
ials
G.I Wire #16 kg 65.00 ₱80.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of G
actor's Profit (CP) 8.00 % of G
Added Tax (VAT) 5 % of ( G + H + I )
Unit Cost (G+H+I+J
DETAILED UNIT PRICE ANALYSIS (DUPA)
MULTI-PURPOSE GYMNASIUM
Formworks Fabrication For Suspened Slabs
306.1 sq.m.
10 sq.m. / hr
Designation No. of Person o. of Hours Hourly Rate
a. Foreman 1 30.61 ₱134.93
b. Skilled Labor 2 30.61 ₱97.64
c. Unskilled Labor 2 30.61 ₱75.35
Sub-total for A
Name & Capacity No. of Units o. of Hours Hourly Rate
ment:
a. Minor Tools (10% of labor cost) 1 1.00 ₱1,472.07
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity Unit Cost
ials
PVC Board (18mmx1.2mx2.44m) pc 106.28 ₱2,300.00
Cocolumber (2''x3"x12) bdft 487.00 ₱35.00
CWN Assorted kg 30.00 ₱80.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of G
actor's Profit (CP) 8.00 % of G
Added Tax (VAT) 5 % of ( G + H + I )
Unit Cost (G+H+I+J
DETAILED UNIT PRICE ANALYSIS (DUPA)
DETAILED UNIT PRICE ANALYSIS (DUPA)
MULTI-PURPOSE GYMNASIUM
Formworks Installation
306.1 sq.m.
20 sq.m. / hr
Designation No. of Person o. of Hours Hourly Rate
a. Foreman 1 15.31 ₱134.93
b. Skilled Labor 3 15.31 ₱97.64
c. Unskilled Labor 3 15.31 ₱75.35
Sub-total for A
Name & Capacity No. of Units o. of Hours Hourly Rate
ment:
a. Minor Tools (10% of labor cost) 1 1.00 ₱1,000.79
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity Unit Cost
ials
CWN Assorted kg 50.00 ₱80.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of G
actor's Profit (CP) 8.00 % of G
Added Tax (VAT) 5 % of ( G + H + I )
Unit Cost (G+H+I+J
DETAILED UNIT PRICE ANALYSIS (DUPA)
MULTI-PURPOSE GYMNASIUM
Concreting For Suspended Slab
61.22 cu.m.
1.5 cu.m. / hr
Designation No. of Person No. of Hours Hourly Rate
a. Foreman 1 40.81 ₱134.93
b. Skilled Labor 3 40.81 ₱97.64
c. Unskilled Labor 5 40.81 ₱75.35
Sub-total for A
Name & Capacity No. of Units No. of Hours Hourly Rate
ment:
a.Concrete Vibrator 2 40.81 ₱91.25
b. Concrete Pump Trailer Mounted 1 8.16 ₱2,076.00
c. Boom Concrete Pump 1 28.57 ₱3,750.00
d. Minor Tools (10% of labor cost) 1 1.00 ₱3,283.84
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity Unit Cost
ials
READY MIX CONCRETE 3000PSI @ 14 DAYS cu.m. 61.22 ₱7,648.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of G
actor's Profit (CP) 8.00 % of G
Added Tax (VAT) 5 % of ( G + H + I )
Unit Cost (G+H+I+J
DETAILED UNIT PRICE ANALYSIS (DUPA)
MULTI-PURPOSE GYMNASIUM
Stripping of Forms
476.56 sq.m.
30 sq.m. / hr
Designation No. of Person No. of Hours Hourly Rate
a. Foreman 1 15.89 ₱134.93
b. Skilled Labor 4 15.89 ₱97.64
c. Unskilled Labor 5 15.89 ₱75.35
Sub-total for A
Name & Capacity No. of Units No. of Hours Hourly Rate
ment:
a. Minor Tools (10% of labor cost) 1 1.00 ₱1,433.24
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity Unit Cost
ials
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of G
actor's Profit (CP) 8.00 % of G
Added Tax (VAT) 5 % of ( G + H + I )
Unit Cost (G+H+I+J
DETAILED UNIT PRICE ANALYSIS (DUPA
MULTI-PURPOSE GYMNASIUM
Rebar Fabrication of Roof Beam
2.02 metric ton
0.09 etric ton / hr
Designation No. of Person o. of Hours Hourly Rate
a. Foreman 1 22.44 ₱134.93
b. Steelman 2 22.44 ₱99.99
c. Unskilled Labor 4 22.44 ₱75.35
Sub-total for A
Name & Capacity No. of Units o. of Hours Hourly Rate
ment:
Bar Cutter 2 22.44 ₱219.75
Bar Bender 2 22.44 ₱351.50
Sub-total for B
(A+B)
ut per hour (unit)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity Unit Cost
ials
Reinforcing Steel bars Plain Grade 60 kg 1,535.8 ₱46.31
Reinforcing Steel bars Deformed Grade 60 kg 483.60 ₱46.31
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of G
actor's Profit (CP) 8.00 % of G
Added Tax (VAT) 5 % of ( G + H + I )
Unit Cost (G+H+I+J
DETAILED UNIT PRICE ANALYSIS (DUPA
MULTI-PURPOSE GYMNASIUM
Rebar Installation of Roof Beam
2.02 metric ton
0.15 etric ton / hr
Designation No. of Person o. of Hours Hourly Rate
a. Foreman 1 13.46 ₱134.93
b. Steelman 6 13.46 ₱99.99
c. Unskilled Labor 3 13.46 ₱75.35
Sub-total for A
Name & Capacity No. of Units o. of Hours Hourly Rate
ment:
a. Minor Tools (10% of labor cost) 1 1.00 ₱1,293.63
Sub-total for B
(A+B)
ut per hour (unit)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity Unit Cost
ials
G.I Wire #16 kg 9.40 ₱80.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of G
actor's Profit (CP) 8.00 % of G
Added Tax (VAT) 5 % of ( G + H + I )
Unit Cost (G+H+I+J
DETAILED UNIT PRICE ANALYSIS (DUPA)
MULTI-PURPOSE GYMNASIUM
Formworks Fabrication For Roof Beam
153.6 sq.m.
7 sq.m. / hr
Designation No. of Person o. of Hours Hourly Rate
a. Foreman 1 21.94 ₱134.93
b. Skilled Labor 2 21.94 ₱97.64
c. Unskilled Labor 2 21.94 ₱75.35
Sub-total for A
Name & Capacity No. of Units o. of Hours Hourly Rate
ment:
a. Minor Tools (10% of labor cost) 1 1.00 ₱1,055.25
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity Unit Cost
ials
PVC Board (18mmx1.2mx2.44m) pc 27.00 ₱2,300.00
Cocolumber (2''x3"x12) bdft 360.00 ₱35.00
CWN Assorted kg 20.00 ₱80.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of G
actor's Profit (CP) 8.00 % of G
Added Tax (VAT) 5 % of ( G + H + I )
Unit Cost (G+H+I+J
DETAILED UNIT PRICE ANALYSIS (DUPA)
MULTI-PURPOSE GYMNASIUM
Formworks Installation of Roof Beam
153.6 sq.m.
20 sq.m. / hr
Designation No. of Person o. of Hours Hourly Rate
a. Foreman 1 7.68 ₱134.93
b. Skilled Labor 2 7.68 ₱97.64
c. Unskilled Labor 3 7.68 ₱75.35
Sub-total for A
Name & Capacity No. of Units o. of Hours Hourly Rate
ment:
a. Minor Tools (10% of labor cost) 1 1.00 ₱427.21
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity Unit Cost
ials
CWN Assorted kg 10.00 ₱80.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of G
actor's Profit (CP) 8.00 % of G
Added Tax (VAT) 5 % of ( G + H + I )
Unit Cost (G+H+I+J
DETAILED UNIT PRICE ANALYSIS (DUPA)
DETAILED UNIT PRICE ANALYSIS (DUPA)
MULTI-PURPOSE GYMNASIUM
Concreting For Roof Beam
11.26 cu.m.
0.5 cu.m. / hr
Designation No. of Person No. of Hours Hourly Rate
a. Foreman 1 22.52 ₱134.93
b. Skilled Labor 2 22.52 ₱97.64
c. Unskilled Labor 3 22.52 ₱75.35
Sub-total for A
Name & Capacity No. of Units No. of Hours Hourly Rate
ment:
a.Concrete Vibrator 2 22.52 ₱91.25
b. Concrete Pump Trailer Mounted 1 4.50 ₱2,076.00
c. Boom Concrete Pump 1 15.76 ₱3,750.00
d. Minor Tools (10% of labor cost) 1 1.00 ₱1,252.70
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity Unit Cost
ials
READY MIX CONCRETE 4000PSI @ 14 DAYS cu.m. 11.26 ₱7,648.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of G
actor's Profit (CP) 8.00 % of G
Added Tax (VAT) 5 % of ( G + H + I )
Unit Cost (G+H+I+J
DETAILED UNIT PRICE ANALYSIS (DUPA)
MULTI-PURPOSE GYMNASIUM
Stripping of Forms
153.6 sq.m.
25 sq.m. / hr
Designation No. of Person No. of Hours Hourly Rate
a. Foreman 1 6.14 ₱134.93
b. Skilled Labor 1 6.14 ₱97.64
c. Unskilled Labor 4 6.14 ₱75.35
Sub-total for A
Name & Capacity No. of Units No. of Hours Hourly Rate
ment:
a. Minor Tools (10% of labor cost) 1 1.00 ₱328.07
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity Unit Cost
ials
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of G
actor's Profit (CP) 8.00 % of G
Added Tax (VAT) 5 % of ( G + H + I )
Unit Cost (G+H+I+J
DETAILED UNIT PRICE ANALYSIS (DUPA)
MULTI-PURPOSE GYMNASIUM
Structural Steel Roof Of Truss
16637.79 kg
50 kg/hour
Designation No. of Person o. of Hours Hourly Rate
a. Foreman 1 56.00 ₱134.93
b. Skilled Labor 6 56.00 ₱97.64
c. Unskilled Labor 6 56.00 ₱75.35
Sub-total for A
Name & Capacity No. of Units o. of Hours Hourly Rate
ment:
a. Welding Machine 1 332.76 ₱371.00
b. Cutting Outfit 2 332.76 ₱45.45
c. Truck Mounted Crane (20-25 mt) 1 50.00 ₱1,861.00
d. Minor Tools ( 10% of Labor Cost)
Sub-total for B
(A+B)
ut per hour
t Unit Cost (Price per unit)
Name & Specification Unit Quantity Unit Cost
ials
STEEL PIPE/TUBULAR PILES FY50 kg 16,637.79 ₱58.00
Acetylyne kg 6,655.12 ₱65.00
Oxygene kg 12,537.32 ₱50.00
Welding Rod kg 3,550.00 ₱110.00
Consumable (5% of Material Cost)
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of G
actor's Profit (CP) 8.00 % of G
Added Tax (VAT) 5 % of ( G + H + I )
Unit Cost (G+H+I+J
DETAILED UNIT PRICE ANALYSIS (DUPA)
MULTI-PURPOSE GYMNASIUM
Structural Steel Purlins
15746.1984 kg
250 kg/hour
Designation No. of Person o. of Hours Hourly Rate
a. Foreman 1 62.98 ₱134.93
b. Skilled Labor 4 56.00 ₱97.64
c. Unskilled Labor 3 56.00 ₱75.35
Sub-total for A
Name & Capacity No. of Units o. of Hours Hourly Rate
ment:
a. Welding Machine 1 62.98 ₱371.00
Sub-total for B
(A+B)
ut per hour
t Unit Cost (Price per unit)
Name & Specification Unit Quantity Unit Cost
ials
Structural Steel Purlins kg 15,746.20 ₱54.49
Welding Rod kg 3,329.18 ₱110.00
Consumable (5% of Material Cost)
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of G
actor's Profit (CP) 8.00 % of G
Added Tax (VAT) 5 % of ( G + H + I )
Unit Cost (G+H+I+J
DETAILED UNIT PRICE ANALYSIS (DUPA)
MULTI-PURPOSE GYMNASIUM
Corrugated Metal Roofing
1829.03 sqm.
50 sqm./hour
Designation No. of Person o. of Hours Hourly Rate
a. Foreman 1 36.58 ₱134.93
b. Skilled Labor 4 36.58 ₱97.64
c. Unskilled Labor 5 36.58 ₱75.35
Sub-total for A
Name & Capacity No. of Units o. of Hours Hourly Rate
ment:
a. Minor Tools (10% of Labor Cost) 1
Sub-total for B
(A+B)
ut per hour
t Unit Cost (Price per unit)
Name & Specification Unit Quantity Unit Cost
ials
Corrugated Roofing sheet sq. m. 1,829.03 ₱423.00
Teckscrew pc 324.00 ₱2.50
J-bolt with Washers pc 115.00 ₱5.30
Consumable (3% of Material Cost)
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of G
actor's Profit (CP) 8.00 % of G
Added Tax (VAT) 5 % of ( G + H + I )
Unit Cost (G+H+I+J
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Fabricated Metal Roofing Accessory (Gutter)
160 m
8 m
Designation No. of Person o. of Hours Hourly Rate
a. Foreman 1 20.00 ₱134.93
b. Skilled Labor 1 20.00 ₱97.64
c. Unskilled Labor 1 20.00 ₱75.35
Sub-total for A
Name & Capacity No. of Units o. of Hours Hourly Rate
ment:
a. Minor Tools (10% of Labor Cost) 1
Sub-total for B
(A+B)
ut per hour
t Unit Cost (Price per unit)
Name & Specification Unit Quantity Unit Cost
ials
PRE-PAINTED GUTTER, GA 24(0.701 MM) X 2.44m m 160.00 ₱220.00
ABC Silicone Sealant Glazing Grade (300mL) each 18.00 ₱134.93
Blind Rivets pc 750.00 ₱2.00
Consumable (3% of Material Cost)
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of G
actor's Profit (CP) 8.00 % of G
Added Tax (VAT) 5 % of ( G + H + I )
Unit Cost (G+H+I+J
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
Plumbing Rough Ins
L.S.
1
Designation No. of Person No. of Hours Hourly Rate
a. Foreman 1 35.00 ₱134.93
b. Skilled Labor 4 35.00 ₱97.64
c. Unskilled Labor 3 35.00 ₱75.35
Sub-total for A
Name & Capacity No. of Units No. of Hours Hourly Rate
ment:
a. Minor Tools (10% of labor cost) 1 1.00 ₱2,630.39
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity Unit Cost
ials
PVC PIPES (202mm D) PC 38.00 ₱2,276.00
PVC PIPES (151mm D) PC 22.00 ₱1,971.00
PVC PIPES (101mm D) PC 96.00 ₱700.00
PVC PIPES (50mm D) PC 17.00 ₱270.00
PVC TEE (50mm D) PC 10.00 ₱40.00
PVC 45deg. (3mm BEND x 50mm) PC 6.00 ₱30.00
PVC 45deg. (3mm BEND x 101mm) PC 20.00 ₱83.00
PVC 90deg (3mm BEND x 50mm) PC 7.00 ₱55.00
PVC 90deg (3mm BEND x 101mm) PC 23.00 ₱134.00
PVC P-TRAP W/ PLUG & SEALING RING (50mm) PC 29.00 ₱105.00
PVC CLEAN-OUT W/ PLUG & SEALING RING (101mm) PC 96.00 ₱40.00
PVC 45deg. SINGLE BRANCH, WYE (101mm x 50mm) PC 3.00 ₱140.00
PVC 45deg. SINGLE BRANCH, WYE (101mm x 101mm) PC 4.00 ₱173.00
SOLVENT CAN 60.00 ₱155.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of G
actor's Profit (CP) 8.00 % of G
Added Tax (VAT) 5 % of ( G + H + I )
Unit Cost (G+H+I+J
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Pipe Laying
L.S.
1
Designation No. of Person No. of Hours Hourly Rate
a. Foreman 1 65.00 ₱134.93
b. Skilled Labor 4 65.00 ₱97.64
c. Unskilled Labor 2 65.00 ₱75.35
Sub-total for A
Name & Capacity No. of Units No. of Hours Hourly Rate
ment:
a. Minor Tools (10% of labor cost) 1 1.00 ₱4,395.24
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity Unit Cost
ials
G.I. PIPES (50mm D) PC 10.00 ₱1,500.00
G.I. TEE, BANDED (50mm D) PC 4.00 ₱87.00
G.I UNIONS, FLAT SEAT (50mm D) PC 8.00 ₱130.00
G.I. COUPLING ELBOW (50mm D) PC 8.00 ₱50.00
BRONZE FAUCETS (12.7mm D) PC 5.00 ₱160.00
GATE VALVE 25MM DIA PC 37.00 ₱390.00
FLOOR DRAIN PC 8.00 ₱250.00
TEFFLON TAPE ROLL 100.00 ₱10.00
WATER METER PC 1.00 ₱1,250.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of G
actor's Profit (CP) 8.00 % of G
Added Tax (VAT) 5 % of ( G + H + I )
Unit Cost (G+H+I+J
DETAILED UNIT PRICE ANALYSIS (DUPA)
MULTI-PURPOSE GYMNASIUM
Electrical Conduits Laying
989 m
20 m/hour
Designation No. of Person No. of Hours Hourly Rate
a. Foreman 1 49.45 ₱134.93
b. Skilled Labor 3 49.45 ₱97.64
c. Unskilled Labor 4 49.45 ₱75.35
Sub-total for A
Name & Capacity No. of Units No. of Hours Hourly Rate
ment:
a. Minor Tools (10% of labor cost) 1 1.00 ₱3,606.14
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (C/D)
Name & Specification Unit Quantity Unit Cost
ials
PVC CONDUIT PIPE (3m x 19mm D) PC 330.00 ₱98.00
Consumables (5% of Material Cost)
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of G
actor's Profit (CP) 8.00 % of G
Added Tax (VAT) 5 % of ( G + H + I )
Unit Cost (G+H+I+J
DETAILED UNIT PRICE ANALYSIS (DUPA)
MULTI-PURPOSE GYMNASIUM
Panel Board And Circ. Breakers Installation
90.00 set
3 set/hour
Designation No. of Person No. of Hours Hourly Rate
a. Foreman 1 30.00 ₱134.93
b. Skilled Labor 3 30.00 ₱97.64
c. Unskilled Labor 2 30.00 ₱75.35
Sub-total for A
Name & Capacity No. of Units No. of Hours Hourly Rate
ment:
a. Minor Tools (10% of labor cost) 1 1.00 ₱1,735.65
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (C/D)
Name & Specification Unit Quantity Unit Cost
ials
PANELBOARD & CABINETS (ENCLOSED 60AMP, 2 PST) set 2.00 ₱1,650.00
15A Cicruit Breaker pc 10.00 ₱1,216.00
20A Circuit Breaker pc 4.00 ₱1,216.00
30A Circuit Breaker pc 2.00 ₱1,216.00
Junction Box pc 46.00 ₱30.00
Utility Box pc 26.00 ₱30.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of G
actor's Profit (CP) 8.00 % of G
Added Tax (VAT) 5 % of ( G + H + I )
Unit Cost (G+H+I+J
DETAILED UNIT PRICE ANALYSIS (DUPA)
MULTI-PURPOSE GYMNASIUM
Wires Installation
2,001.64 lnm
50 lnm/hour
Designation No. of Person No. of Hours Hourly Rate
a. Foreman 1 40.03 ₱134.93
b. Skilled Labor 4 40.03 ₱97.64
c. Unskilled Labor 2 40.03 ₱75.35
Sub-total for A
Name & Capacity No. of Units No. of Hours Hourly Rate
ment:
a. Minor Tools (10% of labor cost) 1 1.00 ₱2,706.98
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (C/D)
Name & Specification Unit Quantity Unit Cost
ials
Electrical Wire, 2.0mm2 THWN M 1,200.00 ₱24.00
Electrical Wire, 3.5mm2 THWN M 411.32 ₱35.00
Electrical Wire, 5.0mm2 THWN M 390.32 ₱55.00
Consumables (5% of Material Cost)
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of G
actor's Profit (CP) 8.00 % of G
Added Tax (VAT) 5 % of ( G + H + I )
Unit Cost (G+H+I+J
DETAILED UNIT PRICE ANALYSIS (DUPA)
MULTI-PURPOSE GYMNASIUM
Electrical Fixtures
182.00 pcs
4 pcs/hour
Designation No. of Person No. of Hours Hourly Rate
a. Foreman 1 45.50 ₱134.93
b. Skilled Labor 4 45.50 ₱97.64
c. Unskilled Labor 4 45.50 ₱75.35
Sub-total for A
Name & Capacity No. of Units No. of Hours Hourly Rate
ment:
a. Minor Tools (10% of labor cost) 1 1.00 ₱3,762.35
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (C/D)
Name & Specification Unit Quantity Unit Cost
ials
DUPLEX CONVENIENCE OUTLET set 30.00 ₱148.00
POLARIZED 3-PRONGS (ACU OUTLET) PC 18.00 ₱450.00
Head Lamp PC 27.00 ₱200.00
Stage Lights PC 12.00 ₱400.00
Strip Lights PC 37.00 ₱1,432.00
Pin light 16.00 ₱250.00
Weather Proof Outlet PC 4.00 ₱229.75
3 gang Switch PC 28.00 ₱300.00
1 gang Switch PC 5.00 ₱200.00
2 gang switch PC 5.00 ₱100.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of G
actor's Profit (CP) 8.00 % of G
Added Tax (VAT) 5 % of ( G + H + I )
Unit Cost (G+H+I+J
DETAILED UNIT PRICE ANALYSIS (DUPA)
MULTI-PURPOSE GYMNASIUM
CHB Laying (Class B Mixture)
7272.49 sq.m.
60 sq.m. / hr
Designation No. of Person o. of Hours Hourly Rate
a. Foreman 1 121.21 ₱134.93
b. Skilled Labor 6 121.21 ₱97.64
c. Unskilled Labor 3 121.21 ₱75.35
Sub-total for A
Name & Capacity No. of Units o. of Hours Hourly Rate
ment:
a. Minor Tools (10% of labor cost) 1 1.00 ₱11,476.23
Sub-total for B
(A+B)
ut per hour (sq.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity Unit Cost
ials
CHB 6" PC 6,738.00 ₱15.00
CHB 4" PC 12,592.00 ₱15.00
Sand S1 PC 70.40 ₱770.00
Portland Cement 40 kg PC 903.00 ₱275.00
G.I Tie Wires #16 kg 11.00 ₱480.00
Deformed Bars 10mm dia. x 12 m PC 42.00 ₱312.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of G
actor's Profit (CP) 8.00 % of G
Added Tax (VAT) 5 % of ( G + H + I )
Unit Cost (G+H+I+J
DETAILED UNIT PRICE ANALYSIS (DUPA)
MULTI-PURPOSE GYMNASIUM
Plumbing Fixtures Installation
L.S. .
1 .
Designation No. of Person o. of Hours Hourly Rate
a. Installer 5 32.00 ₱97.64
b. Helper 5 32.00 ₱75.35
Sub-total for A
Name & Capacity No. of Units o. of Hours Hourly Rate
ment:
a. Minor Tools (10% of labor cost) 1 1.00 ₱2,767.84
Sub-total for B
(A+B)
ut per hour
t Unit Cost (Price per unit)
Name & Specification Unit Quantity Unit Cost
ials
WATER CLOSET INCLUDING FITTINGS AND ACC. SET 2.00 ₱15,000.00
(ELONGATED)
WATER CLOSET AMERICAN STD
INCLUDING OR EQUIVALENT
FITTINGS AND ACC. (ROUND) SET 5.00 ₱7,500.00
AMERICAN
LAVATORY STD OR EQUIVALENT
INCLUDING FITTINGS AND ACC. AMERICAN STD SET 6.00 ₱4,600.00
OR EQUIVALENT
URINAL INCLUDING FITTINGS AND ACC. AMERICAN STD OR SET 4.00 ₱3,250.00
EQUIVALENT
Consumables (1% Materials Cost) - 1.00 ₱1,081.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of G
actor's Profit (CP) 8.00 % of G
Added Tax (VAT) 5 % of ( G + H + I )
Unit Cost (G+H+I+J
DETAILED UNIT PRICE ANALYSIS (DUPA)
MULTI-PURPOSE GYMNASIUM
Waterproofing
2509 sq.m.
50 sq.m. / hr
Designation No. of Person o. of Hours Hourly Rate
a. Foreman 1 50.18 ₱134.93
b. Skilled Labor 4 50.18 ₱97.64
c. Unskilled Labor 3 50.18 ₱75.35
Sub-total for A
Name & Capacity No. of Units o. of Hours Hourly Rate
ment:
a. Minor Tools (10% of labor cost) 1 1.00 ₱3,771.23
Sub-total for B
(A+B)
ut per hour (sq.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity Unit Cost
ials
Cementitious Waterproofing 16L pc 30.00 ₱3,045.00
Portland Cemet 40 kg PC 17.00 ₱275.00
Paint Brush pc 20.00 ₱49.00
Consumables (5% Materials Cost) - 1.00 ₱4,850.25
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of G
actor's Profit (CP) 8.00 % of G
Added Tax (VAT) 5 % of ( G + H + I )
Unit Cost (G+H+I+J
DETAILED UNIT PRICE ANALYSIS (DUPA)
MULTI-PURPOSE GYMNASIUM
Plastering (Class B Mixture)
14544.98 sq.m.
100 sq.m. / hr
Designation No. of Person o. of Hours Hourly Rate
a. Foreman 1 145.45 ₱134.93
b. Skilled Labor 8 145.45 ₱97.64
c. Unskilled Labor 6 145.45 ₱75.35
Sub-total for A
Name & Capacity No. of Units o. of Hours Hourly Rate
ment:
a. Minor Tools (10% of labor cost) 1 1.00 ₱19,899.71
Sub-total for B
(A+B)
ut per hour (sq.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity Unit Cost
ials
Portland Cement 40 kg PC 743.00 ₱275.00
Sand S1 PC 35.70 ₱770.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of G
actor's Profit (CP) 8.00 % of G
Added Tax (VAT) 5 % of ( G + H + I )
Unit Cost (G+H+I+J
DETAILED UNIT PRICE ANALYSIS (DUPA)
MULTI-PURPOSE GYMNASIUM
Ceiling & Framework
105.45 sq.m.
2 sq.m. / hr
Designation No. of Person o. of Hours Hourly Rate
a. Foreman 1 52.73 ₱134.93
b. Skilled Labor 3 52.73 ₱97.64
c. Unskilled Labor 3 52.73 ₱75.35
Sub-total for A
Name & Capacity No. of Units o. of Hours Hourly Rate
ment:
a. Minor Tools (10% of labor cost) 1 1.00 ₱3,447.69
Sub-total for B
(A+B)
ut per hour (sq.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity Unit Cost
ials
Gypsum Board 12mm thk. (4' x 10') pc 289.00 ₱550.00
Hardiflex Board 3.5mm thk. pc 20.00 ₱455.00
Hardiflex Screw box 1.00 ₱250.00
Carrying Channel 0.6mm thk. x 5m pc 241.00 ₱93.00
Double Furring Channel 0.6mm thk. x 5m pc 200.00 ₱129.00
Double Furring Clip box 20.00 ₱152.00
Blind Rivets box 20.00 ₱250.00
Concrete Nail kg 20.00 ₱100.00
Drill Bit (5/8" stainless) pc 30.00 ₱110.00
Mesh Tape 2" x 230' pc 50.00 ₱78.00
Gypsum screw 1-1/2" - 1000 box 35.00 ₱280.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of G
actor's Profit (CP) 8.00 % of G
Added Tax (VAT) 5 % of ( G + H + I )
Unit Cost (G+H+I+J
DETAILED UNIT PRICE ANALYSIS (DUPA)
MULTI-PURPOSE GYMNASIUM
Installation of Doors
8 set
0.5 set/hour
Designation No. of Person o. of Hours Hourly Rate
a. Foreman 1 16.00 ₱134.93
b. Skilled Labor 3 16.00 ₱97.64
c. Unskilled Labor 5 16.00 ₱75.35
Sub-total for A
Name & Capacity No. of Units o. of Hours Hourly Rate
ment:
a. Minor Tools (10% of labor cost) 1 1.00 ₱1,287.36
Sub-total for B
(A+B)
ut per hour
t Unit Cost (Price per unit)
Name & Specification Unit Quantity Unit Cost
ials
Frameless 10mm Temper Fix Partition Glass set 2.00 ₱24,570.00
Steel Door set 6.00 ₱43,490.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of G
actor's Profit (CP) 8.00 % of G
Added Tax (VAT) 5 % of ( G + H + I )
Unit Cost (G+H+I+J
DETAILED UNIT PRICE ANALYSIS (DUPA)
MULTI-PURPOSE GYMNASIUM
Installation of Glass Windows
l.s .
1 .
Designation No. of Person o. of Hours Hourly Rate
a. Foreman 1 16.00 ₱134.93
b. Skilled Labor 3 16.00 ₱97.64
c. Unskilled Labor 6 16.00 ₱75.35
Sub-total for A
Name & Capacity No. of Units o. of Hours Hourly Rate
ment:
a. Minor Tools (10% of labor cost) 1 1.00 ₱1,407.92
Sub-total for B
(A+B)
ut per hour
t Unit Cost (Price per unit)
Name & Specification Unit Quantity Unit Cost
ials
Aluminum Fixed windows reflective widow (8.3x2.5) lot 2.00 ₱106,344.00
Aluminum Fixed windows clear widow (22.5x2.8) lot 2.00 ₱277,500.00
Aluminum Fixed windows clear widow (43.2x2.8) lot 2.00 ₱525,400.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of G
actor's Profit (CP) 8.00 % of G
Added Tax (VAT) 5 % of ( G + H + I )
Unit Cost (G+H+I+J
DETAILED UNIT PRICE ANALYSIS (DUPA)
MULTI-PURPOSE GYMNASIUM
Tile Works
105.45 sq.m.
3 sq.m. / hr
Designation No. of Person o. of Hours Hourly Rate
a. Foreman 1 35.15 ₱134.93
b. Skilled Labor 2 35.15 ₱97.64
c. Unskilled Labor 2 35.15 ₱75.35
Sub-total for A
Name & Capacity No. of Units o. of Hours Hourly Rate
ment:
a. Minor Tools (10% of labor cost) 1 1.00 ₱1,690.40
Sub-total for B
(A+B)
ut per hour (sq.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity Unit Cost
ials
Ceramic Tile 0.6m x 0.6m pc 209.00 ₱293.00
Unglazed Tile 0.4m x 0.4m pc 395.00 ₱78.00
White Cement Joint Filler 10 kg bag 70.00 ₱495.00
Tile Adhesive 25 kg bag 15.00 ₱550.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of G
actor's Profit (CP) 8.00 % of G
Added Tax (VAT) 5 % of ( G + H + I )
Unit Cost (G+H+I+J
DETAILED UNIT PRICE ANALYSIS (DUPA)
MULTI-PURPOSE GYMNASIUM
Paint work
15837 sq.m.
150 sq.m. / hr
Designation No. of Person o. of Hours Hourly Rate
a. Foreman 1 105.58 ₱134.93
b. Skilled Labor 6 105.58 ₱97.64
c. Unskilled Labor 4 105.58 ₱75.35
Sub-total for A
Name & Capacity No. of Units o. of Hours Hourly Rate
ment:
a. Minor Tools (10% of labor cost) 1 1.00 ₱10,792.07
Sub-total for B
(A+B)
ut per hour (sq.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity Unit Cost
ials
Skimcoat 20 kg bags 2,000.00 ₱345.00
Elastomeric Paint Primer 16L pail 187.00 ₱3,570.00
Elastomeric Paint Base 16L pail 70.00 ₱2,900.00
Flat Latex White 16L pail 30.00 ₱2,929.00
Semi Gloss Latex gal 203 ₱224.00
Gypsum Putty gal 200.00 ₱849.00
Flatwall Enamel Primer gal 60.00 ₱720.00
Epoxy Primer gal 20.00 ₱1,057.00
Spar varnish gal 50.00 ₱814.00
Paint thinner gal 20.00 ₱533.00
Roller Brush w/ Pan gal 40.00 ₱140.00
Baby Roller pc 30.00 ₱45.00
Paint Brush #4 pc 30.00 ₱130.00
Paint Brush #3 pc 40.00 ₱60.00
Paint Brush #2 pc 30.00 ₱40.00
Sanding Paper roll 15.00 ₱5,800.00
Palette pair 44.00 ₱12.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of G
actor's Profit (CP) 8.00 % of G
Added Tax (VAT) 5 % of ( G + H + I )
Unit Cost (G+H+I+J
DETAILED UNIT PRICE ANALYSIS (DUPA)
MULTI-PURPOSE GYMNASIUM
Scaffolding Works (Stripping)
L.S
1
Designation No. of Person o. of Hours Hourly Rate
a. Foreman 1 16.00 ₱134.93
b. Skilled Labor 2 16.00 ₱97.64
c. Unskilled Labor 4 16.00 ₱75.35
Sub-total for A
Name & Capacity No. of Units o. of Hours Hourly Rate
ment:
a. H-frame set w/ catwalk 450 16.00 ₱6.50
b. Minor Tools (10% of labor cost) 1 1.00 ₱1,010.58
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity Unit Cost
ials
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of G
actor's Profit (CP) 8.00 % of G
Added Tax (VAT) 5 % of ( G + H + I )
Unit Cost (G+H+I+J
DETAILED UNIT PRICE ANALYSIS (DUPA)
MULTI-PURPOSE GYMNASIUM
Ventilation Works
L.S.
1
Designation No. of Person o. of Hours Hourly Rate
a. Installer 3 30.00 ₱137.50
b. Helper 3 30.00 ₱97.64
c. Technician 3 30.00 ₱145.00
Sub-total for A
Name & Capacity No. of Units o. of Hours Hourly Rate
ment:
a. Minor Tools (10% of labor cost) 1 1.00 ₱3,421.26
Sub-total for B
(A+B)
ut per hour (cu.m.)
t Unit Cost (C/D)
Name & Specification Unit Quantity Unit Cost
ials
Floor Standing ACU 1.0 HP set 14 ₱129,999.00
Exhaust Fan set 4 ₱1,250.00
Tornado HVLS-16 (Industrial Ceiling Fan) set 2.00 ₱249,900.00
Consumables (3% Materials Cost) - 1.00 ₱54,749.58
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of G
actor's Profit (CP) 8.00 % of G
Added Tax (VAT) 5 % of ( G + H + I )
Unit Cost (G+H+I+J
DETAILED UNIT PRICE ANALYSIS (DUPA)
MULTI-PURPOSE GYMNASIUM
Fire Protection Fabrication & Installation
L.S.
1
Designation No. of Person o. of Hours Hourly Rate
L.S. 50& of Materials 10 80.00 ₱1.00
Sub-total for A
Name & Capacity No. of Units o. of Hours Hourly Rate
ment:
a. H-Frame w/ Catwalk set 180.00 ₱6.50
b. Minor Tools (1% of labor cost) 1 1.00 ₱6,619.20
Sub-total for B
(A+B)
ut per hour
t Unit Cost (Price per unit)
Name & Specification Unit Quantity Unit Cost
ials
Single Impeler Jet Pump set 1.00 ₱124,400.00
Fire Hose Cabinet w/ Fire Extinguisher set 4.00 ₱15,500.00
Fire Alarm Annunciator 6" D set 4.00 ₱1,400.00
Sprinkler Head Nozzle set 125.00 ₱632.00
Smoke Detector set 53.00 ₱950.00
25mm D G.I.Tee Sched 40 pc 134.00 ₱45.00
65mm D G.I. Pipe Sched 40 pc 30.00 ₱ 1,540.00
25mm D G.I. Pipe Sched 40 pc 68.00 ₱450.00
G.I Gate Valve 25mm D pc 14.00 ₱760.00
Fire Extinguising Agent Cylinder pc 20.00 ₱48,500.00
4-Zone Control Panel set 8.00 ₱1,850.00
Consumables (3% Materials Cost) - 1.00 ₱38,558.46
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of G
actor's Profit (CP) 8.00 % of G
Added Tax (VAT) 5 % of ( G + H + I )
Unit Cost (G+H+I+J
DETAILED UNIT PRICE ANALYSIS (DUPA)
MULTI-PURPOSE GYMNASIUM
Other Building Accessories
L.S
1
Designation No. of Person o. of Hours Hourly Rate
a. Foreman 1 90.00 ₱134.93
b. Skilled Labor 1 90.00 ₱97.64
c. Unskilled Labor 1 90.00 ₱75.35
Sub-total for A
Name & Capacity No. of Units o. of Hours Hourly Rate
ment:
a. Minor Tools (10% of Labor Cost) 1
Sub-total for B
(A+B)
ut per hour
t Unit Cost (Price per unit)
Name & Specification Unit Quantity Unit Cost
ials
Louvre sq.m 1,233.39 ₱600.00
Rod Railings (10m) pc 16.00 ₱4,525.00
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of G
actor's Profit (CP) 8.00 % of G
Added Tax (VAT) 5 % of ( G + H + I )
Unit Cost (G+H+I+J
DETAILED UNIT PRICE ANALYSIS (DUPA)
MULTI-PURPOSE GYMNASIUM
Demobilization
L.S.
1
Item Unit Quantity Unit Cost
a. Truck Mounted Crane Trip 1.00 ₱7,500.00
b. Excavator Trip 2.00 ₱25,000.00
c. Dump truck Trip 1.00 ₱7,500.00
d. Manpower Person 25.00 ₱1,000.00
e. Permit and Clearance L.S. 1.00 ₱3,000.00
f. Toll Fees and Miscellaneous L.S. 1.00 ₱5,000.00
Sub-total for A
Name & Capacity No. of Units o. of Hours Hourly Rate
a. Foreman 1 16.00 ₱134.93
b. Highly Skilled Operator 3 16.00 ₱99.99
c.. Unskilled Labor 5 16.00 ₱75.35
Sub-total for B
Name & Capacity No. of Units o. of Hours Hourly Rate
ment:
a. Minor Tools (10% of labor cost) 1 1.00 ₱9,800.00
Sub-total for C
(A+B+C)
ut per hour (unit)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity Unit Cost
ials
Sub-total for G
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of G
actor's Profit (CP) 8.00 % of G
Added Tax (VAT) 5 % of ( H + I + J )
Unit Cost ( H+I+J+K
DETAILED UNIT PRICE ANALYSIS (DUPA
CANDELARIA OPERATION CENTER
Occupational Safety and Health Program
1 L.S
Designation No. of Person o. of Hours Hourly Rate
a. Safety Officer 2 1,800.00 ₱187.50
Sub-total for A
Name & Capacity No. of Units o. of Hours Hourly Rate
ment:
Sub-total for B
(A+B)
ut per hour (unit)
t Unit Cost (Price per unit)
Name & Specification Unit Quantity Unit Cost
ials
Safety Helmet man-days 23 338
Safety Shoes man-days 23 1950
Safety Gloves man-days 23 130
Safety Vest man-days 23 235
Rain Coats man-days 23 415
Eye Googles man-days 23 145
Misc. (Cabinet/ Medicines) Lot 10 832.32
Sub-total for F
t Unit Cost (C+F)
head, Contigencies and Miscellaneous (OCM) 12.00 % of G
actor's Profit (CP) 8.00 % of G
Added Tax (VAT) 5 % of ( G + H + I )
Unit Cost (G+H+I+J
DETAILED UNIT PRICE ANALYSIS (DUPA)
MULTI-PURPOSE GYMNASIUM
SUMMARY
No./Description : Total Unit Cost
Project Billboard/ Signboard
Mobilization
Construction of the Field Office of the Engineer
Clearing and Grubbing
Site Surveying
Termite Control Work
Structural Excavation
Gravel Bedding
Catch Basin
Septic Tank
Scaffolding Works
Rebar Fabrication of Column and Footing (First Floor)
Rebar Installation of Column and Footing (First Floor)
Formworks Fabrication for Column and Footing (First Floor)
Formworks Installation for Column and Footing (First Floor)
Concrete Pouring and Curing for Footing and Column (First Floor)
Stripping of Forms (First Floor)
Backfilling and Compaction
Rebar Installation for Slab on Grade (First Floor)
Concreting For Slab on Grade
Rebar Fabrication for Beams
Rebar Installation For Beams
Formworks Fabrication For Beams
Formworks Installation for Beams
Concreting for Beams
Stripping of forms for Beams
Rebar Fabrication for Suspended Slab
Rebar Installation for Suspended Slab
Formworks Fabrication For Suspened Slabs
Formworks Installation
Concreting For Suspended Slab
Stripping of Forms
Rebar Fabrication of Roof Beam
Rebar Installation of Roof Beam
Formworks Fabrication For Roof Beam
Formworks Installation of Roof Beam
Concreting For Roof Beam
Stripping of Forms
Structural Steel Roof Of Truss
Structural Steel Purlins
Corrugated Metal Roofing
Fabricated Metal Roofing Accessory (Gutter)
Plumbing Rough Ins
Pipe Laying
Electrical Conduits Laying
Panel Board And Circ. Breakers Installation
Wires Installation
Electrical Fixtures
CHB Laying (Class B Mixture)
Plumbing Fixtures Installation
Waterproofing
Plastering (Class B Mixture)
Ceiling & Framework
Installation of Doors
Installation of Glass Windows
Tile Works
Paint work
Scaffolding Works (Stripping)
Ventilation Works
Fire Protection Fabrication & Installation
Other Building Accessories
Demobilization
Occupational Safety and Health Program
Total
### ###
21,555,262.36 ###
36,403,802.15 ###
309,658,779.30 73,098.96
Amount (PHP)
₱1,079.44
₱1,205.60
₱2,285.04
Amount (PHP)
₱228.50
₱228.50
₱2,513.54
166.65
₱2,513.54
Amount (PHP)
₱995.00
₱1,000.00
₱1,750.00
₱130.00
₱3,875.00
₱6,388.54
₱766.63
₱511.08
₱383.31
₱8,049.57
Amount (PHP)
₱7,500.00
₱50,000.00
₱7,500.00
₱25,000.00
₱3,000.00
₱5,000.00
₱10,000.00
₱45,000.00
₱153,000.00
Amount (PHP)
₱2,158.88
₱4,799.52
₱6,028.00
₱12,986.40
Amount (PHP)
₱15,300.00
₱15,300.00
₱181,286.40
₱1.00
₱181,286.40
Amount (PHP)
₱0.00
₱181,286.40
₱21,754.37
₱14,502.91
₱10,877.18
₱228,420.86
he Engineer
Amount (PHP)
₱6,746.50
₱14,646.00
₱22,605.00
₱43,997.50
Amount (PHP)
₱5,126.25
₱19,600.00
₱4,399.75
₱29,126.00
₱73,123.50
166.65
₱73,123.50
Amount (PHP)
₱2,040.00
₱2,672.00
₱637.50
₱22,000.00
₱12,240.00
₱8,000.00
₱18,128.00
₱1,440.00
₱5,775.00
₱10,500.00
₱320.00
₱9,000.00
₱10,725.00
₱2,500.00
₱2,280.00
₱160.00
₱3,600.00
₱2,000.00
₱3,800.00
₱117,817.50
₱190,941.00
₱22,912.92
₱15,275.28
₱11,456.46
₱240,585.66
Amount (PHP)
₱809.66
₱9,042.90
₱9,852.57
Amount (PHP)
₱985.26
₱985.26
₱10,837.82
166.65
₱2.71
Amount (PHP)
0
₱10,837.82
₱1,300.54
₱867.03
₱650.27
₱13,655.66
Amount (PHP)
₱5,056.00
₱4,416.00
₱6,400.00
₱15,872.00
Amount (PHP)
₱29,000.00
₱22,800.00
₱1,500.00
₱53,300.00
₱69,172.00
1
₱69,172.00
Amount (PHP)
₱69,172.00
₱8,300.64
₱5,533.76
₱4,150.32
₱87,156.72
Amount (PHP)
₱3,238.32
₱3,616.80
₱6,855.12
Amount (PHP)
₱500.00
₱685.51
₱1,185.51
₱8,040.63
69.30
₱116.03
Amount (PHP)
₱645,660.00
₱645,660.00
₱653,700.63
₱78,444.08
₱52,296.05
₱39,222.04
₱823,662.80
Amount (PHP)
₱4,846.38
₱7,182.83
₱10,825.61
₱22,854.83
Amount (PHP)
₱143,536.32
₱4,570.97
₱148,107.29
₱170,962.12
15
₱11,397.47
Amount (PHP)
₱170,962.12
₱20,515.45
₱13,676.97
₱10,257.73
₱215,412.27
Amount (PHP)
₱5,610.25
₱9,398.93
₱15,009.19
Amount (PHP)
₱10,228.43
₱41,246.37
₱1,500.92
₱52,975.72
₱67,984.91
6.00
₱11,330.82
Amount (PHP)
₱154,673.88
₱154,673.88
₱222,658.79
₱26,719.05
₱17,812.70
₱13,359.53
₱280,550.07
Amount (PHP)
₱3,238.32
₱4,686.72
₱7,233.60
₱15,158.64
Amount (PHP)
₱1,515.86
₱1,515.86
₱16,674.50
0.50
₱33,349.01
Amount (PHP)
₱35,175.00
₱16,100.00
₱1,400.00
₱240.00
₱4,399.45
₱560.00
₱17,150.00
₱75,024.45
₱91,698.95
₱11,003.87
₱7,335.92
₱5,501.94
₱115,540.68
Amount (PHP)
₱4,047.90
₱5,858.40
₱6,781.50
₱16,687.80
Amount (PHP)
₱1,668.78
₱1,668.78
₱18,356.58
1.00
₱18,356.58
Amount (PHP)
₱1,240.00
₱70,350.00
₱46,000.00
₱1,225.00
₱800.00
₱59,130.00
₱800.00
₱3,430.00
₱182,975.00
₱201,331.58
₱24,159.79
₱16,106.53
₱12,079.89
₱253,677.79
Amount (PHP)
₱6,448.16
₱24,885.94
₱28,807.18
₱60,141.28
Amount (PHP)
₱465,075.00
₱6,014.13
₱471,089.13
₱531,230.41
50.00
₱166.74
Amount (PHP)
₱0.00
₱531,230.41
₱63,747.65
₱42,498.43
₱31,873.82
₱669,350.31
column 600x600
Footing (First Floor) footing 2300x2300
column concrete 123.85
footing concrete 62.95
Amount (PHP) 12mm - 9
234.6 bars
₱8,757.31 20.8 tie wire
₱19,468.83 column 25 - 8
₱19,561.64 272 vert bars
444 stirrups
₱47,787.78 26.2 tie wire
Amount (PHP)
₱14,262.34
₱22,813.26 1249.9488
6283.2 7533.1488
2202.24
47
₱132,651.16
₱180,438.94
9.74
₱18,534.33
Amount (PHP)
₱348,860.12
₱101,985.73
₱450,845.86
₱631,284.80
₱75,754.18
₱50,502.78
₱37,877.09
₱795,418.84
ooting (First Floor)
Amount (PHP)
₱3,754.91
₱16,695.47
₱6,290.65
₱26,741.03
Amount (PHP)
₱2,674.10
₱56,156.16
₱82,897.20
0.35
₱8,511.01
Amount (PHP)
₱8,000.00
₱8,000.00
₱90,897.20
₱10,907.66
₱7,271.78
₱5,453.83
₱114,530.47
and Footing
area
111.86
813.28
Amount (PHP) 19.42
141.19
₱6,241.46
₱9,033.07
₱6,970.93
1190.165
₱22,245.45 3233
Amount (PHP)
₱2,224.55
₱2,224.55
₱24,470.00
20.00
₱26.45
Amount (PHP)
₱369,403.00
₱62,720.00
₱5,600.00
₱437,723.00
₱462,193.00
₱55,463.16
₱36,975.44
₱27,731.58
₱582,363.18
Amount (PHP)
₱4,160.97
₱6,022.04
₱6,970.93
₱17,153.95
Amount (PHP)
₱1,715.39
₱1,715.39
₱18,869.34
30.00
₱20.40
Amount (PHP)
₱4,000.00
₱4,000.00
₱22,869.34
₱2,744.32
₱1,829.55
₱1,372.16
₱28,815.37
ns
Amount (PHP)
₱6,301.23
₱9,119.58
₱10,556.54
123.85
₱25,977.34 62.95
Amount (PHP)
₱8,522.75
₱19,389.84
₱122,587.50
₱2,597.73
₱153,097.82
₱179,075.17
4.00
₱44,768.79
Amount (PHP)
₱1,428,646.40
₱1,428,646.40
₱1,607,721.57
₱192,926.59
₱128,617.73
₱96,463.29
₱2,025,729.17
Amount (PHP)
₱3,120.73
₱2,258.27
₱6,970.93
₱12,349.93
Amount (PHP)
₱1,234.99
₱1,234.99
₱13,584.92
40.00
₱14.68
Amount (PHP)
₱0.00
₱13,584.92
₱1,630.19
₱1,086.79
₱815.10
₱17,117.00
Amount (PHP)
₱4,276.22
₱12,675.59
₱4,776.01
₱21,727.82
Amount (PHP)
₱189,962.69
₱103,431.38
₱2,172.78
₱295,566.86
₱317,294.67
17
₱588.93
Amount (PHP)
₱317,294.67
₱38,075.36
₱25,383.57
₱19,037.68
₱399,791.29
Amount (PHP)
₱6,277.27
₱13,955.32
₱14,021.85
₱34,254.44
Amount (PHP)
₱10,223.30
₱16,352.62
₱95,084.81
₱129,339.25
13.96
₱9,267.17
Amount (PHP)
1339 9.48 12693.72
₱587,846.17
₱101,040.00
₱688,886.17
₱818,225.42
₱98,187.05
₱65,458.03
₱49,093.53
₱1,030,964.03
Amount (PHP)
₱5,893.74
₱17,059.66
₱13,165.15
₱36,118.56
Amount (PHP)
₱7,971.60
₱18,135.94
₱114,660.00
₱3,611.86
₱144,379.39
₱180,497.95
5.00
₱826.46
Amount (PHP)
₱1,670,323.20
₱1,670,323.20
₱1,850,821.15
₱222,098.54
₱148,065.69
₱111,049.27
₱2,332,034.65
e 60
Amount (PHP)
₱8,345.20
₱12,368.44
₱18,641.11
₱39,354.75
Amount (PHP)
₱27,182.37
₱43,479.42
₱149,371.30 pcs 52m
₱188,726.05 10 16mm 83.3
6.18 3 20mm 24.99
₱30,514.30 6 10 sti 49.98
Amount (PHP) 1.2 9.996
₱222,563.51
₱63,856.41 plain deformed
1601.709192 739.2503962
₱286,419.92
₱475,145.97
₱57,017.52
₱38,011.68
₱28,508.76
₱598,683.92
338 3204.24
172 639.84
e 60
Amount (PHP)
₱4,172.60
₱9,276.33
₱9,320.55
₱22,769.49
Amount (PHP)
₱2,276.95
₱47,815.92
₱70,585.41
0.20
₱11,412.65
Amount (PHP)
₱2,720.00
₱2,720.00
₱73,305.41
₱8,796.65
₱5,864.43
₱4,398.32
₱92,364.82
Amount (PHP)
₱3,215.11
₱4,653.13
₱3,590.88
₱11,459.12
Amount (PHP)
₱1,145.91
₱1,145.91
₱12,605.04
20.00
₱26.45
Amount (PHP)
₱124,200.00
₱8,505.00
₱800.00
₱133,505.00
₱146,110.04
₱17,533.20
₱11,688.80
₱8,766.60
₱184,098.65
Amount (PHP)
₱2,572.09
₱3,722.51
₱4,309.06
₱10,603.65
Amount (PHP)
₱1,060.37
₱1,060.37
₱11,664.02
25.00
₱24.48
Amount (PHP)
₱4,000.00
₱4,000.00
₱15,664.02
₱1,879.68
₱1,253.12
₱939.84
₱19,736.66
concrete 11.26
12.85
3.55
27.66
Amount (PHP)
₱3,732.16
₱8,102.17
₱10,420.91
₱22,255.24
Amount (PHP)
₱5,047.95
₱11,484.43
₱72,607.50
₱2,225.52
₱91,365.41
₱113,620.64
1.00
₱4,107.76
Amount (PHP)
₱211,543.68
₱211,543.68
₱325,164.32
₱39,019.72
₱26,013.15
₱19,509.86
₱409,707.05
Amount (PHP)
₱2,143.41
₱3,102.09
₱5,984.80
₱11,230.30
Amount (PHP)
₱1,123.03
₱1,123.03
₱12,353.32
30.00
₱25.92
Amount (PHP)
₱0.00
₱12,353.32
₱1,482.40
₱988.27
₱741.20
₱15,565.19
Slab Grade 60
Amount (PHP)
₱6,054.58
₱8,973.50
₱13,524.42
₱28,552.50
Amount (PHP)
₱19,721.24
₱31,545.02
897.44
₱108,371.26
₱136,923.77
0.90
₱152,571.50
Amount (PHP)
₱41,560.45
₱41,560.45
₱178,484.21
₱21,418.11
₱14,278.74
₱10,709.05
₱224,890.11
Slab
Amount (PHP)
₱2,421.83
₱3,589.40
₱6,762.21
₱12,773.44
Amount (PHP)
₱1,277.34
₱26,824.23
₱39,597.67
0.05
₱44,122.92
Amount (PHP)
₱5,200.00
₱5,200.00
₱44,797.67
₱5,375.72
₱3,583.81
₱2,687.86
₱56,445.07
ed Slabs
Amount (PHP)
₱4,130.21
₱5,977.52
₱4,612.93
₱14,720.66
Amount (PHP)
₱1,472.07
₱1,472.07
₱16,192.72
10.00
₱52.90
Amount (PHP)
₱244,444.00
₱17,045.00
₱2,400.00
₱263,889.00
₱280,081.72
₱33,609.81
₱22,406.54
₱16,804.90
₱352,902.97
Amount (PHP)
₱2,065.10
₱4,483.14
₱3,459.70
₱10,007.94
Amount (PHP)
₱1,000.79
₱1,000.79
₱11,008.73
20.00
₱35.96
Amount (PHP)
₱4,000.00
₱4,000.00
₱15,008.73
₱1,801.05
₱1,200.70
₱900.52
₱18,911.00
Amount (PHP)
₱5,506.94
₱11,955.04
₱15,376.42
₱32,838.41
Amount (PHP)
₱7,448.43
₱16,945.70
₱107,135.00
₱3,283.84
₱134,812.97
₱167,651.38
1.50
₱2,738.51
Amount (PHP)
₱468,210.56
₱468,210.56
₱635,861.94
₱76,303.43
₱50,868.96
₱38,151.72
₱801,186.04
Amount (PHP)
₱2,143.41
₱6,204.18
₱5,984.80
₱14,332.38
Amount (PHP)
₱1,433.24
₱1,433.24
₱15,765.62
30.00
₱33.08
Amount (PHP)
₱0.00
₱15,765.62
₱1,891.87
₱1,261.25
₱945.94
₱19,864.68
Amount (PHP)
₱3,027.47
₱4,487.02
₱6,762.61
₱14,277.10
Amount (PHP)
₱9,861.21
₱15,773.45
₱54,188.85
₱68,465.95
2.02
₱33,904.78
Amount (PHP)
1535.76
₱71,121.05 483.6
₱22,395.52
₱93,516.56
₱161,982.51
₱19,437.90
₱12,958.60
₱9,718.95
₱204,097.97
Amount (PHP)
₱1,816.48
₱8,076.63
₱3,043.18
₱12,936.29
Amount (PHP)
₱1,293.63
₱27,166.21
₱40,102.50
0.15
₱19,859.01
Amount (PHP)
₱752.00
₱752.00
₱40,854.50
₱4,902.54
₱3,268.36
₱2,451.27
₱51,476.67
eam
Amount (PHP)
₱2,960.75
₱4,285.00
₱3,306.79
₱10,552.54
Amount (PHP)
₱1,055.25
₱1,055.25
₱11,607.79
7.00
₱75.57
Amount (PHP)
₱62,100.00
₱12,600.00
₱1,600.00
₱76,300.00
₱87,907.79
₱10,548.94
₱7,032.62
₱5,274.47
₱110,763.82
Amount (PHP)
₱1,036.26
₱1,499.75
₱1,736.06
₱4,272.08
Amount (PHP)
₱427.21
₱427.21
₱4,699.28
20.00
₱30.59
Amount (PHP)
₱800.00
₱800.00
₱5,499.28
₱659.91
₱439.94
₱329.96
₱6,929.10
Amount (PHP)
₱3,038.62
₱4,397.71
₱5,090.65
₱12,526.98
Amount (PHP)
₱4,109.90
₱9,350.30
₱59,115.00
₱1,252.70
₱73,827.90
₱86,354.88
0.50
₱172,709.75
Amount (PHP)
₱86,116.48
₱86,116.48
₱172,471.36
₱20,696.56
₱13,797.71
₱10,348.28
₱217,313.91
Amount (PHP)
₱829.01
₱599.90
₱1,851.80
₱3,280.71
Amount (PHP)
₱328.07
₱328.07
₱3,608.78
25.00
₱23.49
Amount (PHP)
₱0.00
₱3,608.78
₱433.05
₱288.70
₱216.53
₱4,547.07
Amount (PHP)
₱7,556.08
₱32,807.04
₱25,317.60
₱65,680.72
Amount (PHP)
₱123,452.40
₱30,247.50
₱93,050.00
₱6,568.07
₱253,317.98
₱318,998.70
50.00
₱6,379.97
Amount (PHP)
₱964,991.82
₱432,582.54
₱626,866.00
₱390,500.00
₱120,747.02
₱2,535,687.38
₱2,854,686.07
₱342,562.33
₱228,374.89
₱171,281.16
₱3,596,904.45
Amount (PHP)
₱8,498.54
₱21,871.36
₱12,658.80
₱43,028.70
Amount (PHP)
₱23,367.36
₱23,367.36
₱66,396.06
250.00
₱265.58
Amount (PHP)
₱858,010.35
₱366,209.80
₱61,211.01
₱1,285,431.16
₱1,351,827.22
₱162,219.27
₱108,146.18
₱81,109.63
₱1,703,302.29
Amount (PHP)
₱4,935.82
₱14,286.92
₱13,781.74
₱33,004.48
Amount (PHP)
₱3,300.45
₱0.00
₱33,004.48
50.00
₱660.09
Amount (PHP)
₱773,679.69
₱810.00
₱609.50
₱23,252.98
₱798,352.17
₱831,356.65
₱99,762.80
₱66,508.53
₱49,881.40
₱1,047,509.37
y (Gutter)
Amount (PHP)
₱2,698.60
₱1,952.80
₱1,507.00
₱6,158.40
Amount (PHP)
₱615.84
₱6,774.24
8.00
₱846.78
Amount (PHP)
₱35,200.00
₱2,428.74
₱1,500.00
₱1,173.86
₱40,302.60
₱47,076.84
₱5,649.22
₱3,766.15
₱2,824.61
₱59,316.82
Amount (PHP)
₱4,722.55
₱13,669.60
₱7,911.75
₱26,303.90
Amount (PHP)
₱2,630.39
₱2,630.39
₱28,934.29
1.00
₱28,934.29
Amount (PHP)
₱86,488.00
₱43,362.00
₱67,200.00
₱4,590.00
₱400.00
₱180.00
₱1,660.00
₱385.00
₱3,082.00
₱3,045.00
₱3,840.00
₱420.00
₱692.00
₱9,300.00
₱224,644.00
₱253,578.29
₱30,429.39
₱20,286.26
₱15,214.70
₱319,508.65
Amount (PHP)
₱8,770.45
₱25,386.40
₱9,795.50
₱43,952.35
Amount (PHP)
₱4,395.24
₱4,395.24
₱48,347.59
1.00
₱48,347.59
Amount (PHP)
₱15,000.00
₱348.00
₱1,040.00
₱400.00
₱800.00
₱14,430.00
₱2,000.00
₱1,000.00
₱1,250.00
₱36,268.00
₱84,615.59
₱10,153.87
₱6,769.25
₱5,076.94
₱106,615.64
Amount (PHP)
₱6,672.29
₱14,484.89
₱14,904.23
₱36,061.41
Amount (PHP)
₱3,606.14
₱3,606.14
₱39,667.55
20.00
₱1,983.38
Amount (PHP)
₱32,340.00
₱1,617.00
₱33,957.00
₱73,624.55
₱8,834.95
₱5,889.96
₱4,417.47
₱92,766.94
stallation
Amount (PHP)
₱4,047.90
₱8,787.60
₱4,521.00
₱17,356.50
Amount (PHP)
₱1,735.65
₱1,735.65
₱19,092.15
3.00
₱6,364.05
Amount (PHP)
₱3,300.00
₱12,160.00
₱4,864.00
₱2,432.00
₱1,380.00
₱780.00
₱24,916.00
₱44,008.15
₱5,280.98
₱3,520.65
₱2,640.49
₱55,450.27
Amount (PHP)
₱5,401.63
₱15,635.21
₱6,032.94
₱27,069.78
Amount (PHP)
₱2,706.98
₱2,706.98
₱29,776.76
50.00
₱595.54
Amount (PHP)
₱28,800.00
₱14,396.20
₱21,467.60
₱1,440.00
₱66,103.80
₱95,880.56
₱11,505.67
₱7,670.44
₱5,752.83
₱120,809.50
Amount (PHP)
₱6,139.32
₱17,770.48
₱13,713.70
₱37,623.50
Amount (PHP)
₱3,762.35
₱3,762.35
₱41,385.84
4.00
₱10,346.46
Amount (PHP)
₱4,440.00
₱8,100.00
₱5,400.00
₱4,800.00
₱52,984.00
₱4,000.00
₱919.00
₱8,400.00
₱1,000.00
₱500.00
₱90,043.00
₱131,428.84
₱15,771.46
₱10,514.31
₱7,885.73
₱165,600.34
Amount (PHP)
₱16,354.62
₱71,008.59
₱27,399.11
₱114,762.32
Amount (PHP)
₱11,476.23
₱11,476.23
₱126,238.55
60.00
₱17.36
Amount (PHP)
₱101,070.00
₱188,880.00
₱54,208.00
₱248,325.00
₱5,280.00
₱13,104.00
₱610,867.00
₱737,105.55
₱88,452.67
₱58,968.44
₱44,226.33
₱928,752.99
Amount (PHP)
₱15,622.40
₱12,056.00
₱27,678.40
Amount (PHP)
₱2,767.84
₱2,767.84
₱30,446.24
1.00
₱30,446.24
Amount (PHP)
₱30,000.00
₱37,500.00
₱27,600.00
₱13,000.00
₱1,081.00
₱109,181.00
₱139,627.24
₱16,755.27
₱11,170.18
₱8,377.63
₱175,930.32
Amount (PHP)
₱6,770.79
₱19,598.30
₱11,343.19
₱37,712.28
Amount (PHP)
₱3,771.23
₱3,771.23
₱41,483.50
50.00
₱16.53
Amount (PHP)
₱91,350.00
₱4,675.00
₱980.00
₱4,850.25
₱101,855.25
₱143,338.75
₱17,200.65
₱11,467.10
₱8,600.33
₱180,606.83
Amount (PHP)
₱19,625.54
₱113,613.75
₱65,757.85
₱198,997.14
Amount (PHP)
₱19,899.71
₱19,899.71
₱218,896.86
100.00
₱15.05
Amount (PHP)
₱204,325.00
₱27,489.00
₱231,814.00
₱450,710.86
₱54,085.30
₱36,056.87
₱27,042.65
₱567,895.68
Amount (PHP)
₱7,114.18
₱15,444.21
₱11,918.49
₱34,476.88
Amount (PHP)
₱3,447.69
₱3,447.69
₱37,924.57
2.00
₱359.65
Amount (PHP)
₱158,950.00
₱9,100.00
₱250.00
₱22,413.00
₱25,800.00
₱3,040.00
₱5,000.00
₱2,000.00
₱3,300.00
₱3,900.00
₱9,800.00
₱243,553.00
₱281,477.57
₱33,777.31
₱22,518.21
₱16,888.65
₱354,661.73
Amount (PHP)
₱2,158.88
₱4,686.72
₱6,028.00
₱12,873.60
Amount (PHP)
₱1,287.36
₱1,287.36
₱14,160.96
0.50
₱28,321.92
Amount (PHP)
₱49,140.00
₱260,940.00
₱310,080.00
₱324,240.96
₱38,908.92
₱25,939.28
₱19,454.46
₱408,543.61
Amount (PHP)
₱2,158.88
₱4,686.72
₱7,233.60
₱14,079.20
Amount (PHP)
₱1,407.92
₱1,407.92
₱15,487.12
1.00
₱15,487.12
Amount (PHP)
₱212,688.00
₱555,000.00
₱1,050,800.00
₱1,818,488.00
₱1,833,975.12
₱220,077.01
₱146,718.01
₱110,038.51
₱2,310,808.65
Amount (PHP)
₱4,742.79
₱6,864.09
₱5,297.11
₱16,903.99
Amount (PHP)
₱1,690.40
₱1,690.40
₱18,594.39
3.00
₱176.33
Amount (PHP)
₱61,237.00
₱30,810.00
₱34,650.00
₱8,250.00
₱134,947.00
₱153,541.39
₱18,424.97
₱12,283.31
₱9,212.48
₱193,462.15
Amount (PHP)
₱14,245.91
₱61,852.99
₱31,821.81
₱107,920.71
Amount (PHP)
₱10,792.07
₱10,792.07
₱118,712.78
150.00
₱7.50
Amount (PHP)
₱690,000.00
₱667,590.00
₱203,000.00
₱87,870.00
₱45,472.00
₱169,800.00
₱43,200.00
₱21,140.00
₱40,700.00
₱10,660.00
₱5,600.00
₱1,350.00
₱3,900.00
₱2,400.00
₱1,200.00
₱87,000.00
₱528.00
₱2,081,410.00
₱2,200,122.78
₱264,014.73
₱176,009.82
₱132,007.37
₱2,772,154.70
rks (Stripping)
Amount (PHP)
₱2,158.88
₱3,124.48
₱4,822.40
₱10,105.76
Amount (PHP)
₱46,800.00
₱1,010.58
₱47,810.58
₱57,916.34
1.00
₱57,916.34
Amount (PHP)
₱0.00
₱57,916.34
₱6,949.96
₱4,633.31
₱3,474.98
₱72,974.58
Amount (PHP)
₱12,375.00
₱8,787.60
₱13,050.00
₱34,212.60
Amount (PHP)
₱3,421.26
₱3,421.26
₱37,633.86
1.00
₱37,633.86
Amount (PHP)
₱1,819,986.00
₱5,000.00
₱499,800.00
₱54,749.58
₱2,379,535.58
₱2,417,169.44
₱290,060.33
₱193,373.56
₱145,030.17
₱3,045,633.49
ation
Amount (PHP)
₱661,920.23
₱661,920.23
Amount (PHP)
₱1,170.00
₱6,619.20
₱7,789.20
₱669,709.43
1.00
₱669,709.43
Amount (PHP)
₱10,062.00
₱62,000.00
₱5,600.00
₱79,000.00
₱50,350.00
₱6,030.00
₱46,200.00
₱30,600.00
₱10,640.00
₱970,000.00
₱14,800.00
₱38,558.46
₱1,323,840.46
₱1,993,549.89
₱239,225.99
₱159,483.99
₱119,612.99
₱2,511,872.86
Amount (PHP)
₱12,143.70
₱8,787.60
₱6,781.50
₱27,712.80
Amount (PHP)
₱2,771.28
₱30,484.08
1.00
₱30,484.08
Amount (PHP)
₱740,034.14
₱72,400.00
₱812,434.14
₱842,918.22
₱101,150.19
₱67,433.46
₱50,575.09
₱1,062,076.96
Amount (PHP)
₱7,500.00
₱50,000.00
₱7,500.00
₱25,000.00
₱3,000.00
₱5,000.00
₱98,000.00
Amount (PHP)
₱2,158.88
₱4,799.52
₱6,028.00
₱12,986.40
Amount (PHP)
₱9,800.00
₱9,800.00
₱120,786.40
₱1.00
₱120,786.40
Amount (PHP)
₱0.00
₱120,786.40
₱14,494.37
₱9,662.91
₱7,247.18
₱152,190.86
ogram
Amount (PHP)
₱675,000.00
₱675,000.00
Amount (PHP)
₱675,000.00
1
₱675,000.00
Amount (PHP)
7,774.00
44,850.00
2,990.00
5,405.00
9,545.00
3,335.00
8,323.20
₱74,448.20
₱749,448.20
₱89,933.78
₱59,955.86
₱44,966.89
₱944,304.73
it Cost
DURATION GANG SIZE
₱8,049.57 8 1 3
₱228,420.86 16 2 9
₱240,585.66 50 7 10
₱13,655.66 24 3 6
₱87,156.72 16 2 8
₱823,662.80 24 3 3
₱215,412.27 35.92 5 7
₱280,550.07 41.58 6 4
₱115,540.68 24 3 7
₱253,677.79 30 4 6
₱669,350.31 63.72 8 11
₱795,418.84 64.9 9 8
₱114,530.47 27.83 4 9
₱582,363.18 46.26 6 5
₱28,815.37 30.84 4 6
₱2,025,729.17
46.7 6 6
₱17,117.00 23.13 3 6
₱399,791.29 31.68 4 7
₱1,030,964.03 46.52 6 8
₱2,332,034.65 43.68 6 9
₱598,683.92 61.85 8 7
₱92,364.82 30.92 4 8
₱184,098.65 23.83 3 5
₱19,736.66 19.06 3 6
₱211,543.68 27.66 4 9
₱15,565.19 15.89 2 8
₱224,890.11 44.87 6 7
₱56,445.07 17.95 3 8
₱352,902.97 30.61 4 5
₱18,911.00 15.31 2 7
₱801,186.04 40.81 6 9
₱19,864.68 15.89 2 10
₱204,097.97 22.44 3 7
₱51,476.67 13.46 2 10
₱110,763.82 21.94 3 5
₱6,929.10 7.68 1 6
₱217,313.91 22.52 3 6
₱4,547.07 6.14 1 6
₱3,596,904.45 56 7 11
₱1,703,302.29 62.98 8 8
₱1,047,509.37 36.58 5 9
₱59,316.82 20 3 3
₱319,508.65 35 5 8
₱106,615.64 65 9 7
₱92,766.94 48.95 7 8
₱55,450.27 30 4 5
₱120,809.50 40.3 6 6
₱165,600.34 45.5 6 9
₱928,752.99 121 16 10
₱175,930.32 32 4 10
₱180,606.83 50.18 7 8
₱567,895.68 146 19 14
₱354,661.73 52.73 7 7
₱408,543.61 16 2 9
₱2,310,808.65 16 2 10
₱193,462.15 35.15 5 5
₱2,772,154.70 105.58 14 11
₱72,974.58 16 2 7
₱3,045,633.49 30 4 3
₱2,511,872.86 80 10 10
₱1,062,076.96 90 12 3
₱152,190.86 16 2 9
₱944,304.73
₱36,403,802.15
₱25,398.59
1433.3
64 16mm
24
10mm stirrups
28m Total
46.67 130 1232.08399368
14.00 39 369.625198104
28.00 78 739.250396208
5.60 16
Project Billboard/ Signboard
Mobilization
Construction of the Field Office of the Engineer
Clearing and Grubbing
Site Surveying
Termite Control Work
Structural Excavation
Gravel Bedding
Catch Basin
Septic Tank
Scaffolding Works
Rebar Fabrication of Column and Footing (First Floor)
Rebar Installation of Column and Footing (First Floor)
Formworks Fabrication For Column and Footing (First Floor)
Formworks Installation For Column and Footing (First Floor)
Concrete Pouring and Curing For Footing and Column (First Floor)
Stripping of Forms (First Floor)
Backfilling and Compaction
Rebar Installation for Slab on Grade (First Floor)
Concreting For Slab on Grade
Rebar Fabrication for Beams
Rebar Installation For Beams
Formworks Fabrication For Beams
Formworks Installation for Beams
Concreting For Beams
Stripping of Forms for Beams
Rebar Fabrication For Suspended Slab
Rebar Installation For Suspended Slab
Formworks Fabrication For Suspened Slabs
Formworks Installation
Concreting For Suspended Slab
Stripping of Forms
Rebar Fabrication of Roof Beam
Rebar Installation of Roof Beam
Formworks Fabrication For Roof Beam
Formworks Installation of Roof Beam
Concreting For Roof Beam
Stripping of Forms
Structural Steel Roof Of Truss
Structural Steel Purlins
Corrugated Metal Roofing
Fabricated Metal Roofing Accessory (Gutter)
Plumbing Rough Ins
Pipe Laying
Electrical Conduits Laying
Installation of Ceiling & Framework
Wires Installation
Electrical Fixtures
CHB Laying (Class B Mixture)
Plumbing Fixtures Installation
Waterproofing
Plastering (Class B Mixture)
Installation of Ceiling & Framework
Installation of Doors
Installation of Glass Windows
Tile Works
Paint work
Scaffolding Works (Stripping)
Ventilation Works
Fire Protection Fabrication & Installation
Other Building Accessories
Demobilization
Occupational Safety and Health Program
DETAILED UNIT PRICE ANALYSIS (DUPA)
PARK/MONUMENT
Item No./Description : Project Billboard/ Signboard
Unit of Measurement : 1 each
Output :
Designation No. of Person No. of Hours Hourly Rate Amount (PHP)
Labor
a. Foreman 1 8.00 ₱134.93 ₱1,079.44
A
b. Unskilled Labor 2 8.00 ₱75.35 ₱1,205.60
Sub-total for A ₱2,285.04
Name & Capacity No. of Units No. of Hours Hourly Rate Amount (PHP)
Equipment:
B a. Minor Tools (10% of labor cost) 1 1.00 ₱228.50 ₱228.50
Sub-total for B ₱228.50
C Total (A+B) ₱2,513.54
D Output per hour (unit) 166.65
E Direct Unit Cost (Price per unit) ₱2,513.54
Name & Specification Unit Quantity Unit Cost Amount (PHP)
Materials
PLYWOOD ORDINARY (0.0125m x 1.4m x 2.44m) pc 1.00 ₱995.00 ₱995.00
Tarpaulin pc 1.00 ₱1,000.00 ₱1,000.00
F Assorted Lumber bd.ft. 50.00 ₱35.00 ₱1,750.00
Assorted CW Nails kg 2.00 ₱65.00 ₱130.00
Sub-total for F ₱3,875.00
G Direct Unit Cost (C+F) ₱6,388.54
H Overhead, Contigencies and Miscellaneous (OCM) 12.00 % of G ₱766.63
I Contractor's Profit (CP) 8.00 % of G ₱511.08
J Value Added Tax (VAT) 5 % of ( G + H + I ) ₱383.31
K Total Unit Cost (G+H+I+J) ₱8,049.57
DETAILED UNIT PRICE ANALYSIS (DUPA)
PARK/MONUMENT
Item No./Description : Mobilization
Unit of Measurement : L.S.
Output : 1
Item Unit Quantity Unit Cost Amount (PHP)
a. Truck Mounted Crane Trip 1.00 ₱7,500.00 ₱7,500.00
b. Excavator Trip 2.00 ₱25,000.00 ₱50,000.00
c. Dump truck Trip 1.00 ₱7,500.00 ₱7,500.00
d. Manpower Person 15.00 ₱1,000.00 ₱15,000.00
e. Permit and Clearance L.S. 1.00 ₱3,000.00 ₱3,000.00
f. Toll Fees and Miscellaneous L.S. 1.00 ₱5,000.00 ₱5,000.00
g. Utilities Connection L.S 1.00 ₱10,000.00 ₱10,000.00
h. Barracks & Office L.S 3.00 ₱15,000.00 ₱45,000.00
A Sub-total for A ₱143,000.00
Name & Capacity No. of Units No. of Hours Hourly Rate Amount (PHP)
Labor
a. Foreman 1 16.00 ₱134.93 ₱2,158.88
b. Highly Skilled Operator 3 16.00 ₱99.99 ₱4,799.52
c.. Unskilled Labor 4 16.00 ₱75.35 ₱4,822.40
B Sub-total for B ₱11,780.80
Name & Capacity No. of Units No. of Hours Hourly Rate Amount (PHP)
Equipment:
a. Minor Tools (10% of labor cost) 1 1.00 ₱14,300.00 ₱14,300.00
C
C Sub-total for C ₱14,300.00
D Total (A+B+C) ₱169,080.80
E Output per hour (unit) ₱1.00
F Direct Unit Cost (Price per unit) ₱169,080.80
Name & Specification Unit Quantity Unit Cost Amount (PHP)
Materials
G Sub-total for G ₱0.00
H Direct Unit Cost (C+F) ₱169,080.80
I Overhead, Contigencies and Miscellaneous (OCM) 12.00 % of G ₱20,289.70
J Contractor's Profit (CP) 8.00 % of G ₱13,526.46
K Value Added Tax (VAT) 5 % of ( H + I + J ) ₱10,144.85
L Total Unit Cost ( H+I+J+K) ₱213,041.81
DETAILED UNIT PRICE ANALYSIS (DUPA)
PARK/MONUMENT
Item No./Description : 103.2.1 Clearing and Grubbing
Unit of Measurement : 4169.75 sq.m.
Output : 138.9916667 sq.m. / hr
3
Designation No. of Person No. of Hours Hourly Rate Amount (PHP)
Labor
a. Foreman 1 30.00 ₱134.93 ₱4,047.90
A b. Equipment Operator 2 30.00 ₱113.60 ₱6,816.00
c. Unskilled Labor 5 30.00 ₱75.53 ₱11,329.50
Sub-total for A ₱22,193.40
Name & Capacity No. of Units No. of Hours Hourly Rate Amount (PHP)
Equipment:
a. Backhoe 1 15.00 ₱1,537.00 ₱23,055.00
B b. Dump Truck 1 15.00 ₱1,420.00 ₱21,300.00
c. Chainsaw 1 15.00 ₱186.00 ₱2,790.00
Sub-total for B ₱47,145.00
C Total (A+B) ₱69,338.40
D Output per hour (unit) 138.9916667
E Direct Unit Cost (C/D) ₱498.87
Name & Specification Unit Quantity Unit Cost Amount (PHP)
Materials
F
Sub-total for F 0
G Direct Unit Cost (C+F) ₱69,338.40
H Overhead, Contigencies and Miscellaneous (OCM) 12.00 % of G ₱8,320.61
I Contractor's Profit (CP) 8.00 % of G ₱5,547.07
J Value Added Tax (VAT) 5 % of ( G + H + I ) ₱4,160.30
K Total Unit Cost (G+H+I+J) ₱87,366.38
DETAILED UNIT PRICE ANALYSIS (DUPA)
PARK/MONUMENT
Item No./Description : Excavation
Unit of Measurement : 833.95 cu.m.
Output : 28 cu.m. / hr
Designation No. of Person No. of Hours Hourly Rate Amount (PHP)
Labor 4
a. Foreman 1 29.78 ₱134.93 ₱4,018.75
b. Highly Skilled Operator 2 29.78 ₱112.60 ₱6,707.34
A
c. Skilled Labor 1 29.78 ₱97.64 ₱2,908.10
c. Unskilled Labor 3 29.78 ₱66.93 ₱5,980.32
Sub-total for A ₱19,614.50
Name & Capacity No. of Units No. of Hours Hourly Rate Amount (PHP)
Equipment:
a. Backhoe 0.8 cu.m. bucket 1 20.00 ₱1,537.00 ₱30,740.00
B
b. Dump Truck 2 20.00 ₱1,420.00 ₱56,800.00
c. Payloader 1 20.00 ₱1,733.00 ₱34,660.00
B g.. Minor Tools (10% of labor cost) 1 1.00 ₱1,961.45 ₱1,961.45
Sub-total for B ₱124,161.45
C Total (A+B) ₱143,775.95
D Output per hour (cu.m.) 28
E Direct Unit Cost (C/D) ₱5,134.86
Name & Specification Unit Quantity Unit Cost Amount (PHP)
Materials
F
- ₱0.00
Sub-total for F ₱0.00
G Direct Unit Cost (C+F) ₱143,775.95
H Overhead, Contigencies and Miscellaneous (OCM) 12.00 % of G ₱17,253.11
I Contractor's Profit (CP) 8.00 % of G ₱11,502.08
J Value Added Tax (VAT) 5 % of ( G + H + I ) ₱8,626.56
K Total Unit Cost (G+H+I+J) ₱181,157.70
DETAILED UNIT PRICE ANALYSIS (DUPA)
PARK/MONUMENT
Item No./Description : Gravel Bedding
Unit of Measurement : 833.95 cu.m.
Output : 28 cu.m. / hr
Designation No. of Person No. of Hours Hourly Rate Amount (PHP)
Labor
a. Foreman 1 29.78 ₱134.93 ₱4,018.75
b. Highly Skilled Operator 3 29.78 ₱112.60 ₱10,061.01
A
c. Skilled Labor 2 29.78 ₱97.64 ₱5,816.21
c. Unskilled Labor 2 29.78 ₱66.93 ₱3,986.88
Sub-total for A ₱23,882.84
Name & Capacity No. of Units No. of Hours Hourly Rate Amount (PHP)
Equipment:
a. Backhoe 0.8 cu.m. bucket 1 20.00 ₱1,537.00 ₱30,740.00
b. Dump Truck 2 20.00 ₱1,420.00 ₱56,800.00
c. Payloader 1 20.00 ₱1,733.00 ₱34,660.00
B g.. Minor Tools (10% of labor cost) 1 1.00 ₱2,388.28 ₱2,388.28
Sub-total for B ₱124,588.28
C Total (A+B) ₱148,471.12
D Output per hour (cu.m.) 28
E Direct Unit Cost (C/D) ₱5,302.54
Name & Specification Unit Quantity Unit Cost Amount (PHP)
Materials
F Gravel (G1) cu.m 833.95 ₱620.00 ₱517,049.00
Sub-total for F ₱517,049.00
G Direct Unit Cost (C+F) ₱665,520.12
H Overhead, Contigencies and Miscellaneous (OCM) 12.00 % of G ₱79,862.41
I Contractor's Profit (CP) 8.00 % of G ₱53,241.61
J Value Added Tax (VAT) 5 % of ( G + H + I ) ₱39,931.21
K Total Unit Cost (G+H+I+J) ₱838,555.35
DETAILED UNIT PRICE ANALYSIS (DUPA)
PARK/MONUMENT
Item No./Description : Backfilling and Compation
Unit of Measurement : 833.95 cu.m.
Output : 9.648011569 cu.m. / hr
Designation No. of Person No. of Hours Hourly Rate Amount (PHP)
Labor
a. Foreman 1 86.44 ₱134.93 ₱11,663.01
b. Equipment Operator 3 86.44 ₱112.60 ₱29,197.94
A
c. Skilled Labor 2 86.44 ₱97.64 ₱16,879.52
d. Unskilled Labor 2 86.44 ₱73.35 ₱12,680.38
Sub-total for A ₱70,420.85
Name & Capacity No. of Units No. of Hours Hourly Rate Amount (PHP)
Equipment:
b. Vibratorory Roller 2 86.44 ₱1,846.00 ₱319,127.25
c. Water Truck 1 86.44 ₱2,450.00 ₱211,771.88
d. Minor Tools (10% of labor cost) 1 1.00 ₱7,042.08 ₱7,042.08
B
Sub-total for B ₱678,782.90
C Total (A+B) ₱749,203.75
D Output per hour (cu.m.) 9.65
E Direct Unit Cost (C/D) ₱77,653.70
Name & Specification Unit Quantity Unit Cost Amount (PHP)
Materials
Sub-total for F ₱0.00
G Direct Unit Cost (C+F) ₱749,203.75
H Overhead, Contigencies and Miscellaneous (OCM) 12.00 % of G ₱89,904.45
I Contractor's Profit (CP) 8.00 % of G ₱59,936.30
J Value Added Tax (VAT) 5 % of ( G + H + I ) ₱44,952.23
K Total Unit Cost (G+H+I+J) ₱943,996.73
DETAILED UNIT PRICE ANALYSIS (DUPA)
PARK/MONUMENT
Item No./Description : Poles and Lighting
Unit of Measurement : L.S
Output : 1
Designation No. of Person No. of Hours Hourly Rate Amount (PHP)
Labor
a. Foreman 1 20.00 ₱134.93 ₱2,698.60
A b. Skilled Labor 2 20.00 ₱72.64 ₱2,905.65
c. Unskilled Labor 3 20.00 ₱66.93 ₱4,015.80
Sub-total for A ₱9,620.05
Name & Capacity No. of Units No. of Hours Hourly Rate Amount (PHP)
Equipment:
Sub-total for B ₱0.00
C Total (A+B) ₱9,620.05
D Output per hour (cu.m.) 1.00
E Direct Unit Cost (C/D) ₱9,620.05
Name & Specification Unit Quantity Unit Cost Amount (PHP)
Materials
Solar Street Light unit 10.00 ₱8,820.00 ₱88,200.00
Sub-total for F ₱88,200.00
G Direct Unit Cost (C+F) ₱97,820.05
H Overhead, Contigencies and Miscellaneous (OCM) 12.00 % of G ₱11,738.41
I Contractor's Profit (CP) 8.00 % of G ₱7,825.60
J Value Added Tax (VAT) 5 % of ( G + H + I ) ₱5,869.20
K Total Unit Cost (G+H+I+J) ₱123,253.26
DETAILED UNIT PRICE ANALYSIS (DUPA)
PARK/MONUMENT
Item No./Description : Landscaping
Unit of Measurement : L.S.
Output : 1
Designation No. of Person No. of Hours Hourly Rate Amount (PHP)
Labor
A
45% of Materials Cost - 144.00 - ₱2,814,581.25
Sub-total for A ₱2,814,581.25
Name & Capacity No. of Units No. of Hours Hourly Rate Amount (PHP)
Equipment:
a. Minor Tools (10% of labor cost) 1 1.00 ₱281,458.13 ₱281,458.13
B
Sub-total for B ₱281,458.13
C Total (A+B) ₱3,096,039.38
D Output per hour (sq.m.) 1.00
E Direct Unit Cost (Price per unit) ₱3,096,039.38
Name & Specification Unit Quantity Unit Cost Amount (PHP)
Materials
F Landscaping Materials sq.m 4,169.75 ₱1,500.00 ₱6,254,625.00
Sub-total for F ₱6,254,625.00
G Direct Unit Cost (C+F) ₱9,350,664.38
H Overhead, Contigencies and Miscellaneous (OCM) 12.00 % of G ₱1,122,079.73
I Contractor's Profit (CP) 8.00 % of G ₱748,053.15
J Value Added Tax (VAT) 5 % of ( G + H + I ) ₱561,039.86
K Total Unit Cost (G+H+I+J) ₱11,781,837.11
DETAILED UNIT PRICE ANALYSIS (DUPA)
PARK/MONUMENT
Item No./Description : Demobilization
Unit of Measurement : L.S.
Output : 1
Item Unit Quantity Unit Cost Amount (PHP)
a. Truck Mounted Crane Trip 1.00 ₱7,500.00 ₱7,500.00
b. Excavator Trip 2.00 ₱25,000.00 ₱50,000.00
c. Dump truck Trip 1.00 ₱7,500.00 ₱7,500.00
d. Manpower Person 15.00 ₱1,000.00 ₱15,000.00
e. Permit and Clearance L.S. 1.00 ₱3,000.00 ₱3,000.00
f. Toll Fees and Miscellaneous L.S. 1.00 ₱5,000.00 ₱5,000.00
A Sub-total for A ₱88,000.00
Name & Capacity No. of Units No. of Hours Hourly Rate Amount (PHP)
Labor
a. Foreman 1 16.00 ₱134.93 ₱2,158.88
b. Highly Skilled Operator 3 16.00 ₱99.99 ₱4,799.52
c.. Unskilled Labor 4 16.00 ₱75.35 ₱4,822.40
B Sub-total for B ₱11,780.80
Name & Capacity No. of Units No. of Hours Hourly Rate Amount (PHP)
Equipment:
a. Minor Tools (10% of labor cost) 1 1.00 ₱8,800.00 ₱8,800.00
C Sub-total for C ₱8,800.00
D Total (A+B+C) ₱108,580.80
E Output per hour (unit) ₱1.00
F Direct Unit Cost (Price per unit) ₱108,580.80
Name & Specification Unit Quantity Unit Cost Amount (PHP)
Materials
G Sub-total for G ₱0.00
H Direct Unit Cost (C+F) ₱108,580.80
I Overhead, Contigencies and Miscellaneous (OCM) 12.00 % of G ₱13,029.70
J Contractor's Profit (CP) 8.00 % of G ₱8,686.46
K Value Added Tax (VAT) 5 % of ( H + I + J ) ₱6,514.85
L Total Unit Cost ( H+I+J+K) ₱136,811.81
DETAILED UNIT PRICE ANALYSIS (DUPA)
PARK/MONUMENT
Item No./Description : Occupational Safety and Health Program
Unit of Measurement : 1 L.S
Output :
Designation No. of Person No. of Hours Hourly Rate Amount (PHP)
Labor
A a. Safety Officer 1 384.00 ₱187.50 ₱72,000.00
Sub-total for A ₱72,000.00
Name & Capacity No. of Units No. of Hours Hourly Rate Amount (PHP)
Equipment:
B
Sub-total for B
C Total (A+B) ₱72,000.00
D Output per hour (unit) 166.65
E Direct Unit Cost (Price per unit) ₱72,000.00
Name & Specification Unit Quantity Unit Cost Amount (PHP)
Materials
Safety Helmet man-days 10 338 3,380.00
Safety Shoes man-days 10 1950 19,500.00
Safety Gloves man-days 10 130 1,300.00
Safety Vest man-days 10 235 2,350.00
F
Rain Coats man-days 10 415 4,150.00
Eye Googles man-days 10 145 1,450.00
Misc. (Cabinet/ Medicines) Lot 3 832.32 2,496.96
Sub-total for F ₱31,246.96
G Direct Unit Cost (C+F) ₱103,246.96
H Overhead, Contigencies and Miscellaneous (OCM) 12.00 % of G ₱12,389.64
I Contractor's Profit (CP) 8.00 % of G ₱8,259.76
J Value Added Tax (VAT) 5 % of ( G + H + I ) ₱6,194.82
K Total Unit Cost (G+H+I+J) ₱130,091.17
DETAILED UNIT PRICE ANALYSIS (DUPA)
PARK/MONUMENT
SUMMARY
Item No./Description : Total Unit Cost
Project Billboard/ Signboard ₱8,049.57
Mobilization ₱213,041.81
Clearing and Grubbing ₱87,366.38
Excavation ₱181,157.70
Gravel Bedding ₱838,555.35
A
Backfilling and Compation ₱943,996.73
Poles and Lighting ₱123,253.26
Landscaping ₱11,781,837.11
Demobilization ₱108,580.80
Occupational Safety and Health Program ₱130,091.17
Total ₱14,415,929.89
DURATION GANG SIZE
8 1 2
16 2 8
30 4 8
29.78 4 7
29.78 4 8
86.44 11 8
20 3 6
144 18 8
16 2 8
8392.47
253,809.99
₱14,678,132.35
DETAILED UNIT PRICE ANALYSIS (DUPA)
ELEVATED WATER TANK
Item No./Description : Project Billboard/ Signboard
Unit of Measurement : 1 each
Output :
Designation No. of Person No. of Hours Hourly Rate Amount (PHP)
Labor
a. Foreman 1 8.00 ₱134.93 ₱1,079.44
A
b. Unskilled Labor 2 8.00 ₱75.35 ₱1,205.60
Sub-total for A ₱2,285.04
Name & Capacity No. of Units No. of Hours Hourly Rate Amount (PHP)
Equipment:
B a. Minor Tools (10% of labor cost) 1 1.00 ₱228.50 ₱228.50
Sub-total for B ₱228.50
C Total (A+B) ₱2,513.54
D Output per hour (unit) 166.65
E Direct Unit Cost (Price per unit) ₱2,513.54
Name & Specification Unit Quantity Unit Cost Amount (PHP)
Materials
PLYWOOD ORDINARY (0.0125m x 1.4m x 2.44m) pc 1.00 ₱995.00 ₱995.00
Tarpaulin pc 1.00 ₱1,000.00 ₱1,000.00
F Assorted Lumber bd.ft. 50.00 ₱35.00 ₱1,750.00
Assorted CW Nails kg 2.00 ₱65.00 ₱130.00
Sub-total for F ₱3,875.00
G Direct Unit Cost (C+F) ₱6,388.54
H Overhead, Contigencies and Miscellaneous (OCM) 12.00 % of G ₱766.63
I Contractor's Profit (CP) 8.00 % of G ₱511.08
J Value Added Tax (VAT) 5 % of ( G + H + I ) ₱383.31
K Total Unit Cost (G+H+I+J) ₱8,049.57
DETAILED UNIT PRICE ANALYSIS (DUPA)
ELEVATED WATER TANK
Item No./Description : Mobilization (Unloading of Materials)
Unit of Measurement : L.S.
Output : 1
Designation No. of Person No. of Hours Hourly Rate Amount (PHP)
Labor
a. Foreman 1 3 ₱134.93 ₱404.79
A b. High Skilled Operator 1 3 ₱112.51 ₱337.53
c. Unskilled Labor 1 3 ₱75.53 ₱226.59
Sub-total for A ₱968.91
Name & Capacity No. of Units No. of Hours Hourly Rate Amount (PHP)
Equipment:
a. Truck Mounted Crane 1 1 ₱1,861.00 ₱1,861.00
B
b. Minor Tools (10% of labor cost) 1 1 ₱96.89 ₱96.89
Sub-total for B ₱1,957.89
C Total (A+B) ₱2,926.80
D Output per hour (unit) 1
E Direct Unit Cost (Price per unit) ₱2,926.80
Name & Specification Unit Quantity Unit Cost Amount (PHP)
Materials
F
Sub-total for F 0
G Direct Unit Cost (C+F) ₱2,926.80
H Overhead, Contigencies and Miscellaneous (OCM) 12.00 % of G ₱351.22
I Contractor's Profit (CP) 8.00 % of G ₱234.14
J Value Added Tax (VAT) 5 % of ( G + H + I ) ₱175.61
K Total Unit Cost (G+H+I+J) ₱3,687.77
DETAILED UNIT PRICE ANALYSIS (DUPA)
ELEVATED WATER TANK
Item No./Description : 103.2.1 Clearing and Grubbing
Unit of Measurement : L.S.
Output : 1
Designation No. of Person No. of Hours Hourly Rate Amount (PHP)
Labor
a. Foreman 1 5 ₱134.93 ₱674.65
A
b. Unskilled Labor 3 5 ₱75.53 ₱1,132.95
Sub-total for A ₱1,807.60
Name & Capacity No. of Units No. of Hours Hourly Rate Amount (PHP)
Equipment:
B a. Minor Tools (10% of labor cost) 1 1 ₱180.76 ₱180.76
Sub-total for B ₱180.76
C Total (A+B) ₱1,988.36
D Output per hour (unit) 1
E Direct Unit Cost (Price per unit) ₱1,988.36
Name & Specification Unit Quantity Unit Cost Amount (PHP)
F
Materials
F
Sub-total for F 0
G Direct Unit Cost (C+F) ₱1,988.36
H Overhead, Contigencies and Miscellaneous (OCM) 12.00 % of G ₱238.60
I Contractor's Profit (CP) 8.00 % of G ₱159.07
J Value Added Tax (VAT) 5 % of ( G + H + I ) ₱119.30
K Total Unit Cost (G+H+I+J) ₱2,505.33
DETAILED UNIT PRICE ANALYSIS (DUPA)
ELEVATED WATER TANK
Item No./Description : 103.2.2 Excavation
Unit of Measurement : 8 cu.m.
Output : 2 cu.m. / hr
Designation No. of Person No. of Hours Hourly Rate Amount (PHP)
Labor
a. Foreman 1 4 ₱134.93 ₱539.72
A b. Highly Skilled Operator 1 4 ₱99.99 ₱399.96
c. Unskilled Labor 1 4 ₱66.93 ₱267.72
Sub-total for A ₱1,207.40
Name & Capacity No. of Units No. of Hours Hourly Rate Amount (PHP)
Equipment:
a. Excavator 0.3 cu.m. bucket 1 4 ₱992.00 ₱3,968.00
B
b. Minor Tools (10% of labor cost) 1 1 ₱120.74 ₱120.74
Sub-total for B ₱4,088.74
C Total (A+B) ₱5,296.14
D Output per hour (cu.m.) 2
E Direct Unit Cost (Price per unit) ₱662.02
Name & Specification Unit Quantity Unit Cost Amount (PHP)
Materials
F
- ₱0.00
Sub-total for F ₱0.00
G Direct Unit Cost (C+F) ₱5,296.14
H Overhead, Contigencies and Miscellaneous (OCM) 12.00 % of G ₱635.54
I Contractor's Profit (CP) 8.00 % of G ₱423.69
J Value Added Tax (VAT) 5 % of ( G + H + I ) ₱317.77
K Total Unit Cost (G+H+I+J) ₱6,673.14
DETAILED UNIT PRICE ANALYSIS (DUPA)
ELEVATED WATER TANK
Item No./Description : 900 - Reinforced Concrete
Unit of Measurement : 1.62 cu.m.
Output : 0.468 cu.m. / hr
Designation No. of Person No. of Hours Hourly Rate Amount (PHP)
Labor
a. Foreman 1 3.46 ₱134.93 ₱467.07
A b. Skilled Labor 1 3.46 ₱99.99 ₱346.12
c. Unskilled Labor 3 3.46 ₱66.93 ₱695.04
Sub-total for A ₱1,508.23
Name & Capacity No. of Units No. of Hours Hourly Rate Amount (PHP)
Equipment:
B a. Bagger Mixer 1 3.46 ₱172.00 ₱595.38
Sub-total for B ₱3,611.84
C Total (A+B) ₱5,120.07
D Output per hour (cu.m.) 0.47
E Direct Unit Cost (Price per unit) ₱3,160.53
Name & Specification Unit Quantity Unit Cost Amount (PHP)
Materials
Cement bag 40 kg pc 14.58 ₱255.85 ₱3,730.29
Sand S1 cu.m. 0.81 ₱1,300.00 ₱1,053.00
Gravel cu.m. 1.62 ₱440.00 ₱712.80
F
Sub-total for F ₱5,496.09
G Direct Unit Cost (C+F) ₱10,616.16
H Overhead, Contigencies and Miscellaneous (OCM) 12.00 % of G ₱1,273.94
I Contractor's Profit (CP) 8.00 % of G ₱849.29
J Value Added Tax (VAT) 5 % of ( G + H + I ) ₱636.97
K Total Unit Cost (G+H+I+J) ₱13,376.36
DETAILED UNIT PRICE ANALYSIS (DUPA)
ELEVATED WATER TANK
Item No./Description : Rebar Works
Unit of Measurement : 227.52 kg
Output : 42.86 kg / hr
Designation No. of Person No. of Hours Hourly Rate Amount (PHP)
Labor
a. Foreman 1 5.31 ₱134.93 ₱716.27
A
A b. Skilled Labor 1 5.31 ₱99.99 ₱530.79
c. Unskilled Labor 2 5.31 ₱66.93 ₱710.59
Sub-total for A ₱1,957.65
Name & Capacity No. of Units No. of Hours Hourly Rate Amount (PHP)
Equipment:
B a. Minor Tools (10% of labor cost) 1 5.31 ₱195.76 ₱1,039.21
Sub-total for B ₱1,039.21
C Total (A+B) ₱2,996.86
D Output per hour (cu.m.) 42.86
E Direct Unit Cost (Price per unit) ₱13.17
Name & Specification Unit Quantity Unit Cost Amount (PHP)
Materials
Reinforcing Steel bars Deformed Grade 60
kg 227.52 ₱46.31 ₱10,536.45
G.I Wire #16 kg 10.00 ₱80.00 ₱800.00
Sub-total for F ₱11,336.45
G Direct Unit Cost (C+F) ₱14,333.31
H Overhead, Contigencies and Miscellaneous (OCM) 12.00 % of G ₱1,720.00
I Contractor's Profit (CP) 8.00 % of G ₱1,146.66
J Value Added Tax (VAT) 5 % of ( G + H + I ) ₱860.00
K Total Unit Cost (G+H+I+J) ₱18,059.97
DETAILED UNIT PRICE ANALYSIS (DUPA)
ELEVATED WATER TANK
Item No./Description : Scaffolding Works
Unit of Measurement : L.S
Output : 1
Designation No. of Person No. of Hours Hourly Rate Amount (PHP)
Labor
a. Foreman 1 8.00 ₱134.93 ₱1,079.44
A b. Skilled Labor 1 16.00 ₱99.99 ₱1,599.84
c. Unskilled Labor 2 16.00 ₱66.93 ₱2,141.76
Sub-total for A ₱4,821.04
Name & Capacity No. of Units No. of Hours Hourly Rate Amount (PHP)
Equipment:
a. H-frame set w/ catwalk 25 104.00 ₱6.50 ₱16,900.00
B b. Minor Tools (10% of labor cost) 1 1.00 ₱482.10 ₱482.10
Sub-total for B ₱17,382.10
C Total (A+B) ₱22,203.14
D Output per hour (cu.m.) 1.00
E Direct Unit Cost (C/D) ₱22,203.14
Name & Specification Unit Quantity Unit Cost Amount (PHP)
Materials
Sub-total for F ₱0.00
G Direct Unit Cost (C+F) ₱22,203.14
H Overhead, Contigencies and Miscellaneous (OCM) 12.00 % of G ₱2,664.38
I Contractor's Profit (CP) 8.00 % of G ₱1,776.25
J Value Added Tax (VAT) 5 % of ( G + H + I ) ₱1,332.19
K Total Unit Cost (G+H+I+J) ₱27,975.96
DETAILED UNIT PRICE ANALYSIS (DUPA)
ELEVATED WATER TANK
Item No./Description : Structural Frame Erection
Unit of Measurement : L.S
Output : 1
Designation No. of Person No. of Hours Hourly Rate Amount (PHP)
Labor
a. Foreman 1 16.00 ₱134.93 ₱2,158.88
b. Welder 1 16.00 ₱129.00 ₱2,064.00
A b. Skilled Labor 1 16.00 ₱99.99 ₱1,599.84
c. Unskilled Labor 1 16.00 ₱66.93 ₱1,070.88
d. High Skilled Operator 1 16.00 ₱112.51 ₱1,800.16
Sub-total for A ₱8,693.76
Name & Capacity No. of Units No. of Hours Hourly Rate Amount (PHP)
Equipment:
a. Truck Mounted Crane 1 16.00 ₱1,861.00 ₱29,776.00
B b. Welding Machine 1 16.00 ₱371.00 ₱5,936.00
b. Minor Tools (10% of labor cost) 1 1.00 ₱869.38 ₱869.38
Sub-total for B ₱36,581.38
C Total (A+B) ₱45,275.14
D Output per hour (cu.m.) 1.00
E Direct Unit Cost (C/D) ₱45,275.14
Name & Specification Unit Quantity Unit Cost Amount (PHP)
F
Materials
F Welding Rod kg ₱10.00 ₱110.00 ₱1,100.00
Sub-total for F ₱1,100.00
G Direct Unit Cost (C+F) ₱46,375.14
H Overhead, Contigencies and Miscellaneous (OCM) 12.00 % of G ₱5,565.02
I Contractor's Profit (CP) 8.00 % of G ₱3,710.01
J Value Added Tax (VAT) 5 % of ( G + H + I ) ₱2,782.51
K Total Unit Cost (G+H+I+J) ₱58,432.67
DETAILED UNIT PRICE ANALYSIS (DUPA)
ELEVATED WATER TANK
Item No./Description : 403.3.3 Fabrication
Unit of Measurement : 10438 kg
Output : 100 kg / hr
Designation No. of Person No. of Hours Hourly Rate Amount (PHP)
Labor
a. Foreman 1 104.38 ₱134.93 ₱14,083.99
b. Welder 2 104.38 ₱129.00 ₱26,930.04
A
b. Skilled Labor 2 104.38 ₱99.99 ₱20,873.91
c. Unskilled Labor 2 104.38 ₱66.93 ₱13,972.31
Sub-total for A ₱75,860.25
Name & Capacity No. of Units No. of Hours Hourly Rate Amount (PHP)
Equipment:
a. Welding Machine 2 1.00 ₱371.00 ₱742.00
b. Minor Tools (10% of labor cost) 1 1.00 ₱7,586.03 ₱7,586.03
B
Sub-total for B ₱8,328.03
C Total (A+B) ₱84,188.28
D Output per hour (cu.m.) 100
E Direct Unit Cost (C/D) ₱841.88
Name & Specification Unit Quantity Unit Cost Amount (PHP)
Materials
STRUCTURAL STEEL WIDE FLANGE (A36) kg 8742.19 ₱66.00 ₱576,984.54
STEEL PIPE/TUBULAR PILES FY36 kg 396.66 ₱55.00 ₱21,816.33
MILLED STEEL PLATES CHECKERED FY36 kg 830.53 ₱53.33 ₱44,292.16
F STRUCTURAL STEEL ANGULAR BAR (A36) kg 468.65 ₱67.10 ₱31,446.08
Sub-total for F ₱674,539.11
G Direct Unit Cost (C+F) ₱758,727.39
H Overhead, Contigencies and Miscellaneous (OCM) 12.00 % of G ₱91,047.29
I Contractor's Profit (CP) 8.00 % of G ₱60,698.19
J Value Added Tax (VAT) 5 % of ( G + H + I ) ₱45,523.64
K Total Unit Cost (G+H+I+J) ₱955,996.51
DETAILED UNIT PRICE ANALYSIS (DUPA)
ELEVATED WATER TANK
Item No./Description : Item 1201 Water Pumping System
Unit of Measurement : 1 L.S.
Output : 1 L.S.
Designation No. of Person No. of Hours Hourly Rate Amount (PHP)
Labor
a. Foreman 1 40.00 ₱134.93 ₱5,397.20
A b. Skilled Labor 2 40.00 ₱99.99 ₱7,999.20
c. Unskilled Labor 4 40.00 ₱66.93 ₱10,708.80
Sub-total for A ₱24,105.20
Name & Capacity No. of Units No. of Hours Hourly Rate Amount (PHP)
Equipment:
a. Truck Mounted Crane 1 16.00 ₱1,861.00 ₱29,776.00
a. Minor Tools (10% of labor cost) 1 1.00 ₱2,410.52 ₱2,410.52
B
Sub-total for B 80396.92
C Total (A+B) ₱104,502.12
D Output per hour (cu.m.) 1
E Direct Unit Cost (C/D) ₱104,502.12
Name & Specification Unit Quantity Unit Cost Amount (PHP)
Materials
48000 L Watertank pc 1 ₱1,275,750.00 ₱1,275,750.00
G.I. PIPES (63mm D) 6m/pc 3 ₱2,000.00 ₱6,000.00
G.I. COUPLING ELBOW (63mm D) pc 3 ₱105.00 ₱315.00
Float Valve pc 1 ₱390.00 ₱390.00
F
Water Meter pcs 1 ₱1,250.00 ₱1,250.00
GATE VALVE 25MM DIA pc 1 ₱390.00 ₱390.00
0.5 HP Transfer Pump set 1 ₱10,235.00 ₱10,235.00
G.I UNIONS, FLAT SEAT (63mm D) pc 2 ₱155.00 ₱310.00
Sub-total for F ₱1,294,640.00
G Direct Unit Cost (C+F) ₱1,399,142.12
H Overhead, Contigencies and Miscellaneous (OCM) 12.00 % of G ₱167,897.05
I Contractor's Profit (CP) 8.00 % of G ₱111,931.37
J Value Added Tax (VAT) 5 % of ( G + H + I ) ₱83,948.53
K Total Unit Cost (G+H+I+J) ₱1,762,919.07
DETAILED UNIT PRICE ANALYSIS (DUPA)
ELEVATED WATER TANK
Item No./Description : Item 1032 Painting Works
Unit of Measurement : 287.8 sq.m.
Output : 8.5 sq.m. / hr
Designation No. of Person No. of Hours Hourly Rate Amount (PHP)
Labor
a. Foreman 1 8.46 ₱134.93 ₱1,142.14
A b. Skilled Labor 1 33.86 ₱99.99 ₱3,385.54
c. Unskilled Labor 4 33.86 ₱66.93 ₱9,064.68
Sub-total for A ₱12,450.23
Name & Capacity No. of Units No. of Hours Hourly Rate Amount (PHP)
Equipment:
B a. Minor Tools (10% of labor cost) 1 1.00 ₱1,245.02 ₱1,245.02
Sub-total for B ₱27,287.62
C Total (A+B) ₱39,737.85
D Output per hour (cu.m.) 8.5
E Direct Unit Cost (Price per unit) ₱138.07
Name & Specification Unit Quantity Unit Cost Amount (PHP)
Materials
PAINT PRIMER SOLVENT GAL 2.00 ₱210.00 ₱420.00 ### 18,547.43
BRUSH PAINT (101mm) PC 5.00 ₱120.00 ₱600.00 19,774,476.46 23,215.00
F BRUSH ROLLER (152mm) PC 3.00 ₱49.00 ₱147.00 45,677,900.83 11,957.56
THINNER LACQUER GAL 1.00 ₱275.00 ₱275.00 14,425,841.86 3459.64
PAINT ENAMEL GAL 2.00 ₱707.00 ₱1,414.00
287,609,490.76 57,179.63
Sub-total for F ₱2,856.00
G Direct Unit Cost (C+F) ₱42,593.85
H Overhead, Contigencies and Miscellaneous (OCM) 12.00 % of G ₱5,111.26
I Contractor's Profit (CP) 8.00 % of G ₱3,407.51
J Value Added Tax (VAT) 5 % of ( G + H + I ) ₱2,555.63
K Total Unit Cost (G+H+I+J) ₱53,668.25
DETAILED UNIT PRICE ANALYSIS (DUPA)
ELEVATED WATER TANK
Item No./Description : Occupational Safety and Health Program
Unit of Measurement : 1 L.S
Output :
Designation No. of Person No. of Hours Hourly Rate Amount (PHP)
Labor
A a. Safety Officer 1 264.00 ₱187.50 ₱49,500.00
Sub-total for A ₱49,500.00
Name & Capacity No. of Units No. of Hours Hourly Rate Amount (PHP)
Equipment:
B
Sub-total for B
C Total (A+B) ₱49,500.00
D Output per hour (unit) 166.65
E Direct Unit Cost (Price per unit) ₱49,500.00
Name & Specification Unit Quantity Unit Cost Amount (PHP)
Materials
Safety Helmet man-days 7 338 2,366.00
Safety Shoes man-days 7 1950 13,650.00
Safety Gloves man-days 7 130 910.00
Safety Vest man-days 7 235 1,645.00
F
Rain Coats man-days 7 415 2,905.00
Eye Googles man-days 7 145 1,015.00
Misc. (Cabinet/ Medicines) Lot 3 832.32 2,496.96
Sub-total for F ₱22,621.96
G Direct Unit Cost (C+F) ₱72,121.96
H Overhead, Contigencies and Miscellaneous (OCM) 12.00 % of G ₱8,654.64
I Contractor's Profit (CP) 8.00 % of G ₱5,769.76
J Value Added Tax (VAT) 5 % of ( G + H + I ) ₱4,327.32
K Total Unit Cost (G+H+I+J) ₱90,873.67
DETAILED UNIT PRICE ANALYSIS (DUPA)
ELEVATED WATER TANK
SUMMARY
Item No./Description : Total Unit Cost
DURATION GANG SIZE
Project Billboard/ Signboard ₱8,049.57 8.00 1 3
Mobilization (Unloading of Materials) ₱3,687.77 3.00 1 3
A
103.2.1 Clearing and Grubbing ₱2,505.33 5.00 1 4
103.2.2 Excavation ₱6,673.14 4.00 1 3
900 - Reinforced Concrete ₱13,376.36 3.46 1 5
Rebar Works ₱18,059.97 5.31 1 4
A
Scaffolding Works ₱27,975.96 16.00 2 4
Structural Frame Erection ₱58,432.67 16.00 2 5
403.3.3 Fabrication ₱955,996.51 104.38 14 7
Item 1201 Water Pumping System ₱1,762,919.07 40.00 5 7
Item 1032 Painting Works ₱53,668.25 33.86 5 6
Occupational Safety and Health Program ₱90,873.67
Total ₱3,002,218.27
Project Billboard/ Signboard ₱8,049.57
Mobilization (Unloading of Materials) ₱3,687.77
103.2.1 Clearing and Grubbing ₱2,505.33
103.2.2 Excavation ₱6,673.14
900 - Reinforced Concrete ₱13,376.36
Rebar Works ₱18,059.97
Scaffolding Works ₱27,975.96
Structural Frame Erection ₱58,432.67
403.3.3 Fabrication ₱955,996.51
Item 1201 Water Pumping System ₱1,762,919.07
Item 1032 Painting Works ₱53,668.25
Occupational Safety and Health Program ₱90,873.67
DETAILED UNIT PRICE ANALYSIS (DUPA)
PERIMETER FENCE
Item No./Description : Project Billboard/ Signboard
Unit of Measurement : 1 each
Output :
Designation No. of Person No. of Hours Hourly Rate Amount (PHP)
Labor
a. Foreman 1 8.00 ₱134.93 ₱1,079.44
A
b. Unskilled Labor 2 8.00 ₱75.35 ₱1,205.60
Sub-total for A ₱2,285.04
Name & Capacity No. of Units No. of Hours Hourly Rate Amount (PHP)
Equipment:
B a. Minor Tools (10% of labor cost) 1 1.00 ₱228.50 ₱228.50
Sub-total for B ₱228.50
C Total (A+B) ₱2,513.54
D Output per hour (unit) 166.65
E Direct Unit Cost (Price per unit) ₱2,513.54
Name & Specification Unit Quantity Unit Cost Amount (PHP)
Materials
PLYWOOD ORDINARY (0.0125m x 1.4m x 2.44m) pc 1.00 ₱995.00 ₱995.00
Tarpaulin pc 1.00 ₱1,000.00 ₱1,000.00
F Assorted Lumber bd.ft. 50.00 ₱35.00 ₱1,750.00
Assorted CW Nails kg 2.00 ₱65.00 ₱130.00
Sub-total for F ₱3,875.00
G Direct Unit Cost (C+F) ₱6,388.54
H Overhead, Contigencies and Miscellaneous (OCM) 12.00 % of G ₱766.63
I Contractor's Profit (CP) 8.00 % of G ₱511.08
J Value Added Tax (VAT) 5 % of ( G + H + I ) ₱383.31
K Total Unit Cost (G+H+I+J) ₱8,049.57
DETAILED UNIT PRICE ANALYSIS (DUPA)
PERIMETER FENCE
Item No./Description : Mobilization
Unit of Measurement : L.S.
Output : 1
Item Unit Quantity Unit Cost Amount (PHP)
a. Truck Mounted Crane Trip 1.00 ₱7,500.00 ₱7,500.00
b. Excavator Trip 2.00 ₱25,000.00 ₱50,000.00
c. Dump truck Trip 1.00 ₱7,500.00 ₱7,500.00
d. Manpower Person 15.00 ₱1,000.00 ₱15,000.00
A
e. Permit and Clearance L.S. 1.00 ₱3,000.00 ₱3,000.00
f. Toll Fees and Miscellaneous L.S. 1.00 ₱5,000.00 ₱5,000.00
g. Utilities Connection L.S 1.00 ₱10,000.00 ₱10,000.00
h. Barracks & Office L.S 3.00 ₱15,000.00 ₱45,000.00
Sub-total for A ₱143,000.00
Name & Capacity No. of Units No. of Hours Hourly Rate Amount (PHP)
Labor
a. Foreman 1 16.00 ₱134.93 ₱2,158.88
B b. Highly Skilled Operator 3 16.00 ₱99.99 ₱4,799.52
c.. Unskilled Labor 4 16.00 ₱75.35 ₱4,822.40
Sub-total for B ₱11,780.80
Name & Capacity No. of Units No. of Hours Hourly Rate Amount (PHP)
Equipment:
C a. Minor Tools (10% of labor cost) 1 1.00 ₱14,300.00 ₱14,300.00
Sub-total for C ₱14,300.00
D Total (A+B+C) ₱169,080.80
E Output per hour (unit) ₱1.00
F Direct Unit Cost (Price per unit) ₱169,080.80
Name & Specification Unit Quantity Unit Cost Amount (PHP)
Materials
G Sub-total for G ₱0.00
H Direct Unit Cost (C+F) ₱169,080.80
I Overhead, Contigencies and Miscellaneous (OCM) 12.00 % of G ₱20,289.70
J Contractor's Profit (CP) 8.00 % of G ₱13,526.46
K Value Added Tax (VAT) 5 % of ( H + I + J ) ₱10,144.85
L Total Unit Cost ( H+I+J+K) ₱213,041.81
DETAILED UNIT PRICE ANALYSIS (DUPA)
PERIMETER FENCE
Item No./Description : 103.2.1 Clearing and Grubbing
Unit of Measurement : 105.45 sq.m.
Output : 13.18 sq.m. / hr
Designation No. of Person No. of Hours Hourly Rate Amount (PHP)
Labor
a. Foreman 1 8.00 ₱134.93 ₱1,079.44
A
b. Unskilled Labor 3 8.00 ₱75.53 ₱1,812.72
Sub-total for A ₱2,892.16
Name & Capacity No. of Units No. of Hours Hourly Rate Amount (PHP)
Equipment:
B a. Minor Tools (10% of labor cost) 1 1 ₱289.22 ₱289.22
Sub-total for B ₱289.22
C Total (A+B) ₱3,181.38
D Output per hour (unit) 13.18
E Direct Unit Cost (C/D) ₱241.38
Name & Specification Unit Quantity Unit Cost Amount (PHP)
Materials
F
Sub-total for F 0
G Direct Unit Cost (C+F) ₱3,181.38
H Overhead, Contigencies and Miscellaneous (OCM) 12.00 % of G ₱381.77
I Contractor's Profit (CP) 8.00 % of G ₱254.51
J Value Added Tax (VAT) 5 % of ( G + H + I ) ₱190.88
K Total Unit Cost (G+H+I+J) ₱4,008.53
DETAILED UNIT PRICE ANALYSIS (DUPA)
PERIMETER FENCE
Item No./Description : 103.2.2 Excavation
Unit of Measurement : 83.59 cu.m.
Output : 3.98 cu.m. / hr
Designation No. of Person No. of Hours Hourly Rate Amount (PHP)
Labor
a. Foreman 1 21.00 ₱134.93 ₱2,833.87
b. Highly Skilled Operator 2 21.00 ₱112.60 ₱4,729.77
A
c. Skilled Labor 2 21.00 ₱97.64 ₱4,101.37
c. Unskilled Labor 4 21.00 ₱66.93 ₱5,622.79
Sub-total for A ₱17,287.80
Name & Capacity No. of Units No. of Hours Hourly Rate Amount (PHP)
Equipment:
a. Backhoe 0.8 cu.m. bucket 1 21.00 ₱1,537.00 ₱32,280.86
b. Dump Truck 1 21.00 ₱1,420.00 ₱29,823.57
b. Minor Tools (10% of labor cost) 1 1.00 ₱1,728.78 ₱1,728.78
B
B
Sub-total for B ₱63,833.21
C Total (A+B) ₱81,121.01
D Output per hour (cu.m.) 3.98
E Direct Unit Cost (C/D) ₱20,382.16
Name & Specification Unit Quantity Unit Cost Amount (PHP)
Materials
F
- ₱0.00
Sub-total for F ₱0.00
G Direct Unit Cost (C+F) ₱81,121.01
H Overhead, Contigencies and Miscellaneous (OCM) 12.00 % of G ₱9,734.52
I Contractor's Profit (CP) 8.00 % of G ₱6,489.68
J Value Added Tax (VAT) 5 % of ( G + H + I ) ₱4,867.26
K Total Unit Cost (G+H+I+J) ₱102,212.47
DETAILED UNIT PRICE ANALYSIS (DUPA)
PERIMETER FENCE
Item No./Description : Backfill and Compacting
Unit of Measurement : 83.59 cu.m.
Output : 2.61 cu.m. / hr
Designation No. of Person No. of Hours Hourly Rate Amount (PHP)
Labor
a. Foreman 1 17.14 ₱134.93 ₱2,312.15
b. Equipment Operator 4 17.14 ₱112.60 ₱7,717.86
A
c. Skilled Laborer 3 17.14 ₱75.25 ₱3,868.44
b. Unskilled Labor 2 17.14 ₱75.53 ₱2,588.56
Sub-total for A ₱4,900.71
Name & Capacity No. of Units No. of Hours Hourly Rate Amount (PHP)
Equipment:
a. Plate Compactor 3 17.14 ₱123.00 ₱6,323.17
B b. Excavator 0.3 cu.m. bucket 1 8.57 ₱992.00 ₱8,499.43
b. Minor Tools (10% of labor cost) 1 1 ₱490.07 ₱490.07
Sub-total for B ₱15,312.67
C Total (A+B) ₱20,213.38
D Output per hour (unit) 2.61
E Direct Unit Cost (C/D) ₱7,744.59
Name & Specification Unit Quantity Unit Cost Amount (PHP)
Materials
F GRAVEL G1 cu.m. 83.59 ₱620.00 ₱51,825.80
Sub-total for F ₱51,825.80
G Direct Unit Cost (C+F) ₱72,039.18
H Overhead, Contigencies and Miscellaneous (OCM) 12.00 % of G ₱8,644.70
I Contractor's Profit (CP) 8.00 % of G ₱5,763.13
J Value Added Tax (VAT) 5 % of ( G + H + I ) ₱4,322.35
K Total Unit Cost (G+H+I+J) ₱90,769.36
DETAILED UNIT PRICE ANALYSIS (DUPA)
PERIMETER FENCE
Item No./Description : Gravel Bedding
Unit of Measurement : 83.59 cu.m.
Output : 2.61 cu.m. / hr
Designation No. of Person No. of Hours Hourly Rate Amount (PHP)
Labor
a. Foreman 1 32.00 ₱134.93 ₱4,317.76
b. Equipment Operator 4 32.00 ₱112.60 ₱14,412.48
A
c. Skilled Laborer 3 32.00 ₱75.25 ₱7,224.00
b. Unskilled Labor 2 32.00 ₱75.53 ₱4,833.92
Sub-total for A ₱9,151.68
Name & Capacity No. of Units No. of Hours Hourly Rate Amount (PHP)
Equipment:
a. Plate Compactor 3 32.00 ₱123.00 ₱11,808.00
B b. Excavator 0.3 cu.m. bucket 1 16.00 ₱992.00 ₱15,872.00
b. Minor Tools (10% of labor cost) 1 1 ₱915.17 ₱915.17
Sub-total for B ₱28,595.17
C Total (A+B) ₱37,746.85
D Output per hour (unit) 2.61
E Direct Unit Cost (C/D) ₱14,462.39
Name & Specification Unit Quantity Unit Cost Amount (PHP)
Materials
F GRAVEL G1 cu.m. 83.59 ₱620.00 ₱51,825.80
Sub-total for F ₱51,825.80
G Direct Unit Cost (C+F) ₱89,572.65
H Overhead, Contigencies and Miscellaneous (OCM) 12.00 % of G ₱10,748.72
I Contractor's Profit (CP) 8.00 % of G ₱7,165.81
J Value Added Tax (VAT) 5 % of ( G + H + I ) ₱5,374.36
K Total Unit Cost (G+H+I+J) ₱112,861.54
DETAILED UNIT PRICE ANALYSIS (DUPA)
PERIMETER FENCE
Item No./Description : 900 - Reinforced Concrete
Unit of Measurement : 93.87 cu.m.
Output : 0.69 cu.m. / hr
Designation No. of Person No. of Hours Hourly Rate Amount (PHP)
Labor
a. Foreman 1 136.04 ₱134.93 ₱18,356.35
A b. Skilled Labor 3 136.04 ₱99.99 ₱40,808.96
c. Unskilled Labor 6 136.04 ₱66.93 ₱54,632.34
Sub-total for A ₱113,797.65
Name & Capacity No. of Units No. of Hours Hourly Rate Amount (PHP)
Equipment:
a.Concrete Vibrator 2 136.04 ₱91.25 ₱24,827.93
b. Concrete Pump Trailer Mounted 1 27.21 ₱2,076.00 ₱56,485.25
c. Boom Concrete Pump 1 95.23 ₱3,750.00 ₱357,114.13
B d. Minor Tools (10% of labor cost) 1 1.00 ₱11,379.76 ₱11,379.76 ###
Sub-total for B ₱677,402.38
C Total (A+B) ₱791,200.03
D Output per hour (cu.m.) 0.69
E Direct Unit Cost (C/D) ₱1,146,666.71
Name & Specification Unit Quantity Unit Cost Amount (PHP)
Materials
READY MIX CONCRETE 4000PSI @ 14 DAYS cu.m. 93.87 ₱7,648.00 ₱717,917.76
Sub-total for F ₱717,917.76
G Direct Unit Cost (C+F) ₱1,509,117.79
H Overhead, Contigencies and Miscellaneous (OCM) 12.00 % of G ₱181,094.13
I Contractor's Profit (CP) 8.00 % of G ₱120,729.42
J Value Added Tax (VAT) 5 % of ( G + H + I ) ₱90,547.07
K Total Unit Cost (G+H+I+J) ₱1,901,488.41
DETAILED UNIT PRICE ANALYSIS (DUPA)
DETAILED UNIT PRICE ANALYSIS (DUPA)
PERIMETER FENCE
Item No./Description : Rebar Fabrication
Unit of Measurement : 30,690.36 kg.
Output : 258.87 kg./hour
Designation No. of Person No. of Hours Hourly Rate Amount (PHP)
Labor
a. Foreman 1 128.00 ₱134.93 ₱17,271.04
A b. Steelman 8 128.00 ₱99.99 ₱102,389.76
c. Unskilled Labor 10 128.00 ₱66.93 ₱85,670.40
Sub-total for A ₱205,331.20
Name & Capacity No. of Units No. of Hours Hourly Rate Amount (PHP)
Equipment:
Bar Cutter 4 128.00 ₱219.75 ₱112,512.00
Bar Bender 4 128.00 ₱351.50 ₱179,968.00
B
Sub-total for B ₱703,142.40
C Total (A+B) ₱908,473.60
D Output per hour (unit) 258.87
E Direct Unit Cost (C/D) ₱3,509.38
Name & Specification Unit Quantity Unit Cost Amount (PHP)
Materials
Reinforcing Steel bars Deformed Grade 60
kg 30,690.36 ₱46.31 ₱1,421,270.57
F
Sub-total for F ₱1,421,270.57
G Direct Unit Cost (C+F) ₱2,329,744.17
H Overhead, Contigencies and Miscellaneous (OCM) 12.00 % of G ₱279,569.30
I Contractor's Profit (CP) 8.00 % of G ₱186,379.53
J Value Added Tax (VAT) 5 % of ( G + H + I ) ₱139,784.65
K Total Unit Cost (G+H+I+J) ₱2,935,477.66
DETAILED UNIT PRICE ANALYSIS (DUPA)
PERIMETER FENCE
Item No./Description : Rebar Installation
Unit of Measurement : 30,690.36 kg
Output : 258.87 kg/ hr
Designation No. of Person No. of Hours Hourly Rate Amount (PHP)
Labor
a. Foreman 1 29.64 ₱134.93 ₱3,999.16
A b. Steelman 6 118.56 ₱99.99 ₱71,125.95
c. Unskilled Labor 3 118.56 ₱66.93 ₱23,804.68
Sub-total for A ₱98,929.79
Name & Capacity No. of Units No. of Hours Hourly Rate Amount (PHP)
Equipment:
a. Minor Tools (10% of labor cost) 1 1.00 ₱9,892.98 ₱9,892.98
Sub-total for B ₱207,752.56
C Total (A+B) ₱306,682.35
D Output per hour (unit) 258.87
E Direct Unit Cost (C/D) ₱1,184.70
Name & Specification Unit Quantity Unit Cost Amount (PHP)
Materials
G.I Wire #16 kg 510.00 ₱80.00 ₱40,800.00
F
F
Sub-total for F ₱40,800.00
G Direct Unit Cost (C+F) ₱347,482.35
H Overhead, Contigencies and Miscellaneous (OCM) 12.00 % of G ₱41,697.88
I Contractor's Profit (CP) 8.00 % of G ₱27,798.59
J Value Added Tax (VAT) 5 % of ( G + H + I ) ₱20,848.94
K Total Unit Cost (G+H+I+J) ₱437,827.76
DETAILED UNIT PRICE ANALYSIS (DUPA)
PERIMETER FENCE
Item No./Description : Formworks
Unit of Measurement : 781.14 sq.m.
Output : 3.90625 sq.m. / hr
Designation No. of Person No. of Hours Hourly Rate Amount (PHP)
Labor
a. Foreman 1 199.97 ₱134.93 ₱26,982.20
A b. Skilled Labor 3 199.97 ₱99.99 ₱59,985.55
c. Unskilled Labor 7 199.97 ₱66.93 ₱93,688.81
Sub-total for A ₱180,656.56
Name & Capacity No. of Units No. of Hours Hourly Rate Amount (PHP)
Equipment:
a. Minor Tools (10% of labor cost) 1 1.00 ₱18,065.66 ₱18,065.66
B
Sub-total for B ₱18,065.66
C Total (A+B) ₱198,722.22
D Output per hour (cu.m.) 3.91
E Direct Unit Cost (C/D) ₱50,872.89
Name & Specification Unit Quantity Unit Cost Amount (PHP)
Materials
PVC Board (18mmx1.2mx2.44m) pc 91.00 ₱2,300.00 ₱209,300.00
F Cocolumber (2''x3"x12) bdft 70.00 ₱35.00 ₱2,450.00
CWN Assorted kg 100.00 ₱80.00 ₱8,000.00
Sub-total for F ₱219,750.00
G Direct Unit Cost (C+F) ₱418,472.22
H Overhead, Contigencies and Miscellaneous (OCM) 12.00 % of G ₱50,216.67
I Contractor's Profit (CP) 8.00 % of G ₱33,477.78
J Value Added Tax (VAT) 5 % of ( G + H + I ) ₱25,108.33
K Total Unit Cost (G+H+I+J) ₱527,274.99
DETAILED UNIT PRICE ANALYSIS (DUPA)
PERIMETER FENCE
Item No./Description : Stripping of Forms
Unit of Measurement : 781.14 sq.m.
Output : 8.876590909 sq.m. / hr
Designation No. of Person No. of Hours Hourly Rate Amount (PHP)
Labor
a. Foreman 1 88.00 ₱134.93 ₱11,873.84
A b. Skilled Labor 7 88.00 ₱99.99 ₱61,593.84
c. Unskilled Labor 10 88.00 ₱66.93 ₱58,898.40
Sub-total for A ₱132,366.08
Name & Capacity No. of Units No. of Hours Hourly Rate Amount (PHP)
Equipment:
a. Minor Tools (10% of labor cost) 1 1.00 ₱13,236.61 ₱13,236.61
B
Sub-total for B ₱13,236.61
C Total (A+B) ₱145,602.69
D Output per hour (cu.m.) 8.88
E Direct Unit Cost (C/D) ₱16,403.00
Name & Specification Unit Quantity Unit Cost Amount (PHP)
Materials
F
Sub-total for F ₱0.00
G Direct Unit Cost (C+F) ₱145,602.69
H Overhead, Contigencies and Miscellaneous (OCM) 12.00 % of G ₱17,472.32
I Contractor's Profit (CP) 8.00 % of G ₱11,648.22
J Value Added Tax (VAT) 5 % of ( G + H + I ) ₱8,736.16
K Total Unit Cost (G+H+I+J) ₱183,459.39
DETAILED UNIT PRICE ANALYSIS (DUPA)
PERIMETER FENCE
Item No./Description : 150mm CHB non-load bearing
Unit of Measurement : 1349.6 sq.m.
Output : 16.87 sq.m. / hr
Designation No. of Person No. of Hours Hourly Rate Amount (PHP)
Labor
a. Foreman 1 80.00 ₱134.93 ₱10,794.40
A b. Skilled Labor 8 80.00 ₱72.64 ₱46,490.40
c. Unskilled Labor 10 80.00 ₱66.93 ₱53,544.00
Sub-total for A ₱110,828.80
Name & Capacity No. of Units No. of Hours Hourly Rate Amount (PHP)
Equipment:
a. One Bagger Mixer 1 80.00 ₱1,376.00 ₱110,080.00
B b. Minor Tools (10% of labor cost) 1 1.00 ₱11,082.88 ₱11,082.88
Sub-total for B ₱11,082.88
C Total (A+B) ₱121,911.68
D Output per hour (cu.m.) 16.87
E Direct Unit Cost (C/D) ₱7,226.54
Name & Specification Unit Quantity Unit Cost Amount (PHP)
Materials
150mm CHB non-load bearing pcs 16,870.00 ₱25.00 ₱421,750.00
F Portlan Cement (40kg) bags 1,368.00 ₱259.00 ₱354,312.00
Sand cu.m 114.00 ₱1,460.00 ₱166,440.00
Sub-total for F ₱421,750.00
G Direct Unit Cost (C+F) ₱543,661.68
H Overhead, Contigencies and Miscellaneous (OCM) 12.00 % of G ₱65,239.40
I Contractor's Profit (CP) 8.00 % of G ₱43,492.93
J Value Added Tax (VAT) 5 % of ( G + H + I ) ₱32,619.70
K Total Unit Cost (G+H+I+J) ₱685,013.72
DETAILED UNIT PRICE ANALYSIS (DUPA)
PERIMETER FENCE
Item No./Description : Cement Plaster Finish
Unit of Measurement : 2699.2 sq.m.
Output : 28.11666 sq.m. / hr
Designation No. of Person No. of Hours Hourly Rate Amount (PHP)
Labor
a. Foreman 1 96.00 ₱134.93 ₱12,953.28
A b. Skilled Labor 10 96.00 ₱72.64 ₱69,735.60
c. Unskilled Labor 12 96.00 ₱66.93 ₱77,103.36
Sub-total for A ₱159,792.24
Name & Capacity No. of Units No. of Hours Hourly Rate Amount (PHP)
Equipment:
a. One Bagger Mixer 1 96.00 ₱1,376.00 ₱132,096.00
B
B
a. Minor Tools (10% of labor cost) 1 1.00 ₱15,979.22 ₱15,979.22
Sub-total for B ₱15,979.22
C Total (A+B) ₱175,771.46
D Output per hour (cu.m.) 28.12
E Direct Unit Cost (C/D) ₱6,251.51
Name & Specification Unit Quantity Unit Cost Amount (PHP)
Materials
Portland Cement pcs 778.00 ₱259.00 ₱201,502.00
F
Sand cu.m. 43.20 ₱1,460.00 ₱63,072.00
Sub-total for F ₱264,574.00
G Direct Unit Cost (C+F) ₱440,345.46
H Overhead, Contigencies and Miscellaneous (OCM) 12.00 % of G ₱52,841.46
I Contractor's Profit (CP) 8.00 % of G ₱35,227.64
J Value Added Tax (VAT) 5 % of ( G + H + I ) ₱26,420.73
K Total Unit Cost (G+H+I+J) ₱554,835.28
DETAILED UNIT PRICE ANALYSIS (DUPA)
PERIMETER FENCE
Item No./Description : Steel Grill
Unit of Measurement : 1410 sq.m.
Output : 7.05 sq.m. / hr
Designation No. of Person No. of Hours Hourly Rate Amount (PHP)
Labor
a. Foreman 1 200.00 ₱134.93 ₱26,986.00
A b. Skilled Labor 12 200.00 ₱72.64 ₱174,339.00
c. Unskilled Labor 12 200.00 ₱66.93 ₱160,632.00
Sub-total for A ₱361,957.00
Name & Capacity No. of Units No. of Hours Hourly Rate Amount (PHP)
Equipment:
B a. Minor Tools (10% of labor cost) 1 1.00 ₱36,195.70 ₱36,195.70
Sub-total for B ₱36,195.70
C Total (A+B) ₱398,152.70
D Output per hour (cu.m.) 7.05
E Direct Unit Cost (C/D) ₱56,475.56
Name & Specification Unit Quantity Unit Cost Amount (PHP)
Materials
Aluminum Tubular pcs 987.00 ₱1,079.00 ₱1,064,973.00
F
Welding Rod kg 282.00 ₱110.00 ₱31,020.00
Sub-total for F ₱1,095,993.00
G Direct Unit Cost (C+F) ₱1,494,145.70
H Overhead, Contigencies and Miscellaneous (OCM) 12.00 % of G ₱179,297.48
I Contractor's Profit (CP) 8.00 % of G ₱119,531.66
J Value Added Tax (VAT) 5 % of ( G + H + I ) ₱89,648.74
K Total Unit Cost (G+H+I+J) ₱1,882,623.58
DETAILED UNIT PRICE ANALYSIS (DUPA)
PERIMETER FENCE
Item No./Description : Painting Works
Unit of Measurement : 1410 sq.m.
Output : 17.625 sq.m. / hr
Designation No. of Person No. of Hours Hourly Rate Amount (PHP)
Labor
a. Foreman 1 80.00 ₱134.93 ₱10,794.40
A b. Skilled Labor 6 80.00 ₱72.64 ₱34,867.80
c. Unskilled Labor 4 80.00 ₱66.93 ₱21,417.60
Sub-total for A ₱67,079.80
Name & Capacity No. of Units No. of Hours Hourly Rate Amount (PHP)
B
Equipment:
Air Compressor (for Spray Painting 3 80.00 ₱371.00 ₱89,040.00
B
b. Minor Tools (10% of labor cost) 1 1.00 ₱6,707.98 ₱6,707.98
Sub-total for B ₱95,747.98
C Total (A+B) ₱162,827.78
D Output per hour (cu.m.) 17.63
E Direct Unit Cost (C/D) ₱9,238.46
Name & Specification Unit Quantity Unit Cost Amount (PHP)
Materials
Concrete Neutralizer L 138.00 ₱132.00 ₱18,216.00
Paint Thinner gal 46.00 ₱310.00 ₱14,260.00
F Patching Compund gal 20.00 ₱550.00 ₱11,000.00
Acrylic Latex Paint gal 216.00 ₱950.00 ₱205,200.00
Consumables (5% Materials Cost) - 1.00 ₱1.00 ₱12,433.80
Sub-total for F ₱32,476.00
G Direct Unit Cost (C+F) ₱195,303.78
H Overhead, Contigencies and Miscellaneous (OCM) 12.00 % of G ₱23,436.45
I Contractor's Profit (CP) 8.00 % of G ₱15,624.30
J Value Added Tax (VAT) 5 % of ( G + H + I ) ₱11,718.23
K Total Unit Cost (G+H+I+J) ₱246,082.76
DETAILED UNIT PRICE ANALYSIS (DUPA)
PERIMETER FENCE
Item No./Description : Demobilization
Unit of Measurement : L.S.
Output : 1
Item Unit Quantity Unit Cost Amount (PHP)
a. Truck Mounted Crane Trip 1.00 ₱7,500.00 ₱7,500.00
b. Excavator Trip 2.00 ₱25,000.00 ₱50,000.00
c. Dump truck Trip 1.00 ₱7,500.00 ₱7,500.00
A
d. Manpower Person 15.00 ₱1,000.00 ₱15,000.00
e. Permit and Clearance L.S. 1.00 ₱3,000.00 ₱3,000.00
f. Toll Fees and Miscellaneous L.S. 1.00 ₱5,000.00 ₱5,000.00
Sub-total for A ₱88,000.00
Name & Capacity No. of Units No. of Hours Hourly Rate Amount (PHP)
Labor
a. Foreman 1 16.00 ₱134.93 ₱2,158.88
B b. Highly Skilled Operator 3 16.00 ₱99.99 ₱4,799.52
c.. Unskilled Labor 4 16.00 ₱75.35 ₱4,822.40
Sub-total for B ₱11,780.80
Name & Capacity No. of Units No. of Hours Hourly Rate Amount (PHP)
Equipment:
C a. Minor Tools (10% of labor cost) 1 1.00 ₱8,800.00 ₱8,800.00
Sub-total for C ₱8,800.00
D Total (A+B+C) ₱108,580.80
E Output per hour (unit) ₱1.00
F Direct Unit Cost (Price per unit) ₱108,580.80
Name & Specification Unit Quantity Unit Cost Amount (PHP)
Materials
G Sub-total for G ₱0.00
H Direct Unit Cost (C+F) ₱108,580.80
I Overhead, Contigencies and Miscellaneous (OCM) 12.00 % of G ₱13,029.70
J Contractor's Profit (CP) 8.00 % of G ₱8,686.46
K Value Added Tax (VAT) 5 % of ( H + I + J ) ₱6,514.85
L Total Unit Cost ( H+I+J+K) ₱136,811.81
DETAILED UNIT PRICE ANALYSIS (DUPA)
PERIMETER FENCE
Item No./Description : Occupational Safety and Health Program
Unit of Measurement : 1 L.S
Output :
Designation No. of Person No. of Hours Hourly Rate Amount (PHP)
Labor
A a. Safety Officer 1 1,160.00 ₱187.50 ₱217,500.00
Sub-total for A ₱217,500.00
Name & Capacity No. of Units No. of Hours Hourly Rate Amount (PHP)
Equipment:
B
Sub-total for B
C Total (A+B) ₱217,500.00
D Output per hour (unit) 166.65
E Direct Unit Cost (Price per unit) ₱217,500.00
Name & Specification Unit Quantity Unit Cost Amount (PHP)
Materials
Safety Helmet man-days 34 338 11,492.00
Safety Shoes man-days 34 1950 66,300.00
Safety Gloves man-days 34 130 4,420.00
Safety Vest man-days 34 235 7,990.00
F
Rain Coats man-days 34 415 14,110.00
Eye Googles man-days 34 145 4,930.00
Misc. (Cabinet/ Medicines) Lot 15 832.32 12,484.80
Sub-total for F ₱110,234.80
G Direct Unit Cost (C+F) ₱327,734.80
H Overhead, Contigencies and Miscellaneous (OCM) 12.00 % of G ₱39,328.18
I Contractor's Profit (CP) 8.00 % of G ₱26,218.78
J Value Added Tax (VAT) 5 % of ( G + H + I ) ₱19,664.09
K Total Unit Cost (G+H+I+J) ₱412,945.85
DETAILED UNIT PRICE ANALYSIS (DUPA)
PERIMETER FENCE
SUMMARY
Item No./Description : Total Unit Cost
Project Billboard/ Signboard ₱8,049.57
Mobilization ₱213,041.81
103.2.1 Clearing and Grubbing ₱4,008.53
103.2.2 Excavation ₱102,212.47
Backfill and Compacting ₱90,769.36
Gravel Bedding ₱112,861.54
900 - Reinforced Concrete ₱1,901,488.41
Rebar (Fabrication) ₱2,935,477.66
A Rebar Installation ₱437,827.76
Formworks ₱527,274.99
Stripping of Forms ₱183,459.39
150mm CHB non-load bearing ₱685,013.72
Cement Plaster Finish ₱554,835.28
Steel Grill ₱1,882,623.58
Painting Works ₱246,082.76
Demobilization ₱136,811.81
Occupational Safety and Health Program ₱412,945.85
Total ₱10,434,784.49
0.205
17.13595
.
###
4
HOURS DAYS
5.00 0.63
3.46 0.43
5.31 0.66
104.38 13.05
40.00 5.00
33.86 4.23
TOTAL 24.00
###
###
DURATION GANG SIZE
8 1 3
16 2 8
8 1 4
21 3 9
17.14 3 10
32 4 10
136.04 18 10
128 16 19
118.56 15 10
199.97 25 11
88 11 18
80 10 19
96 12 23
200 25 25
80 10 11
16 2 8
0
DETAILED UNIT PRICE ANALYSIS (DUPA)
ROAD NETWORK ACCESS AND DRAINAGE SYSTEM LAYOUT
Item No./Description : Project Billboard/ Signboard
Unit of Measurement : 1 each
Output :
Designation No. of Person No. of Hours Hourly Rate Amount (PHP)
Labor
a. Foreman 1 8.00 ₱134.93 ₱1,079.44
A
b. Unskilled Labor 2 8.00 ₱75.35 ₱1,205.60
Sub-total for A ₱2,285.04
Name & Capacity No. of Units No. of Hours Hourly Rate Amount (PHP)
Equipment:
B a. Minor Tools (10% of labor cost) 1 1.00 ₱228.50 ₱228.50
Sub-total for B ₱228.50
C Total (A+B) ₱2,513.54
D Output per hour (unit) 166.65
E Direct Unit Cost (Price per unit) ₱2,513.54
Name & Specification Unit Quantity Unit Cost Amount (PHP)
Materials
PLYWOOD ORDINARY (0.0125m x 1.4m x 2.44m) pc 1.00 ₱995.00 ₱995.00
Tarpaulin pc 1.00 ₱1,000.00 ₱1,000.00
F Assorted Lumber bd.ft. 50.00 ₱35.00 ₱1,750.00
Assorted CW Nails kg 2.00 ₱65.00 ₱130.00
Sub-total for F ₱3,875.00
G Direct Unit Cost (C+F) ₱6,388.54
H Overhead, Contigencies and Miscellaneous (OCM) 12.00 % of G ₱766.63
I Contractor's Profit (CP) 8.00 % of G ₱511.08
J Value Added Tax (VAT) 5 % of ( G + H + I ) ₱383.31
K Total Unit Cost (G+H+I+J) ₱8,049.57
DETAILED UNIT PRICE ANALYSIS (DUPA)
ROAD NETWORK ACCESS AND DRAINAGE SYSTEM LAYOUT
Item No./Description : Mobilization
Unit of Measurement : L.S.
Output : 1
Item Unit Quantity Unit Cost Amount (PHP)
a. Truck Mounted Crane Trip 1.00 ₱7,500.00 ₱7,500.00
b. Excavator Trip 2.00 ₱25,000.00 ₱50,000.00
c. Dump truck Trip 1.00 ₱7,500.00 ₱7,500.00
d. Manpower Person 15.00 ₱1,000.00 ₱15,000.00
e. Permit and Clearance L.S. 1.00 ₱3,000.00 ₱3,000.00
f. Toll Fees and Miscellaneous L.S. 1.00 ₱5,000.00 ₱5,000.00
g. Utilities Connection L.S 1.00 ₱10,000.00 ₱10,000.00
h. Barracks & Office L.S 3.00 ₱15,000.00 ₱45,000.00
A Sub-total for A ₱143,000.00
Name & Capacity No. of Units No. of Hours Hourly Rate Amount (PHP)
Labor
a. Foreman 1 16.00 ₱134.93 ₱2,158.88
b. Highly Skilled Operator 3 16.00 ₱99.99 ₱4,799.52
c.. Unskilled Labor 4 16.00 ₱75.35 ₱4,822.40
B Sub-total for B ₱11,780.80
Name & Capacity No. of Units No. of Hours Hourly Rate Amount (PHP)
Equipment:
a. Minor Tools (10% of labor cost) 1 1.00 ₱14,300.00 ₱14,300.00
C Sub-total for C ₱14,300.00
D Total (A+B+C) ₱169,080.80
E Output per hour (unit) ₱1.00
F Direct Unit Cost (Price per unit) ₱169,080.80
Name & Specification Unit Quantity Unit Cost Amount (PHP)
Materials
G Sub-total for G ₱0.00
H Direct Unit Cost (C+F) ₱169,080.80
I Overhead, Contigencies and Miscellaneous (OCM) 12.00 % of G ₱20,289.70
J Contractor's Profit (CP) 8.00 % of G ₱13,526.46
K Value Added Tax (VAT) 5 % of ( H + I + J ) ₱10,144.85
L Total Unit Cost ( H+I+J+K) ₱213,041.81
DETAILED UNIT PRICE ANALYSIS (DUPA)
ROAD NETWORK ACCESS AND DRAINAGE SYSTEM LAYOUT
Item No./Description : 103.2.1 Clearing and Grubbing
Unit of Measurement : 5077.25 sq.m.
Output : 266.6622899 sq.m. / hr
3
Designation No. of Person No. of Hours Hourly Rate Amount (PHP)
Labor
a. Foreman 1 19.04 ₱134.93 ₱2,569.07
A b. Equipment Operator 2 19.04 ₱113.60 ₱4,325.89
c. Unskilled Labor 5 19.04 ₱75.53 ₱7,190.46
Sub-total for A ₱14,085.41
Name & Capacity No. of Units No. of Hours Hourly Rate Amount (PHP)
Equipment:
a. Backhoe 1 19.04 ₱1,537.00 ₱29,264.48
B b. Dump Truck 1 19.04 ₱1,420.00 ₱27,036.80
c. Chainsaw 1 19.04 ₱186.00 ₱3,541.44
Sub-total for B ₱59,842.72
C Total (A+B) ₱73,928.13
D Output per hour (unit) 266.6622899
E Direct Unit Cost (C/D) ₱277.24
Name & Specification Unit Quantity Unit Cost Amount (PHP)
Materials
F
Sub-total for F 0
G Direct Unit Cost (C+F) ₱73,928.13
H Overhead, Contigencies and Miscellaneous (OCM) 12.00 % of G ₱8,871.38
I Contractor's Profit (CP) 8.00 % of G ₱5,914.25
J Value Added Tax (VAT) 5 % of ( G + H + I ) ₱4,435.69
K Total Unit Cost (G+H+I+J) ₱93,149.45
DETAILED UNIT PRICE ANALYSIS (DUPA)
ROAD NETWORK ACCESS AND DRAINAGE SYSTEM LAYOUT
Item No./Description : 103.2.2 Roadway Excavation
Unit of Measurement : 1523.175 cu.m.
Output : 14 cu.m. / hr
Designation No. of Person No. of Hours Hourly Rate Amount (PHP)
Labor 14
a. Foreman 1 108.80 ₱134.93 ₱14,680.14
b. Highly Skilled Operator 2 108.80 ₱112.60 ₱24,501.36
A
c. Skilled Labor 1 108.80 ₱97.64 ₱10,623.06
c. Unskilled Labor 6 108.80 ₱66.93 ₱43,691.19
Sub-total for A ₱93,495.75
Name & Capacity No. of Units No. of Hours Hourly Rate Amount (PHP)
Equipment:
a. Backhoe 0.8 cu.m. bucket 1 108.80 ₱1,537.00 ₱167,222.86
b. Dump Truck 2 108.80 ₱1,420.00 ₱308,986.93
c. Payloader 1 108.80 ₱1,733.00 ₱188,547.31
d. Motorized Road Grader, G710A ( 140 HP ) 1 108.80 ₱2,450.00 ₱266,555.63
e. Vibratory Roller 1 108.80 ₱1,846.00 ₱200,841.50
B
f. Water Truck (16000 lit.) 1 108.80 ₱2,450.00 ₱266,555.63
g.. Minor Tools (10% of labor cost) 1 1.00 ₱9,349.57 ₱9,349.57
Sub-total for B ₱1,408,059.42
C Total (A+B) ₱1,501,555.16
D Output per hour (cu.m.) 14
E Direct Unit Cost (C/D) ₱107,253.94
Name & Specification Unit Quantity Unit Cost Amount (PHP)
Materials
F
- ₱0.00
Sub-total for F ₱0.00
G Direct Unit Cost (C+F) ₱1,501,555.16
H Overhead, Contigencies and Miscellaneous (OCM) 12.00 % of G ₱180,186.62
I Contractor's Profit (CP) 8.00 % of G ₱120,124.41
J Value Added Tax (VAT) 5 % of ( G + H + I ) ₱90,093.31
K Total Unit Cost (G+H+I+J) ₱1,891,959.51
DETAILED UNIT PRICE ANALYSIS (DUPA)
ROAD NETWORK ACCESS AND DRAINAGE SYSTEM LAYOUT
Item No./Description : Drainage Excavation
Unit of Measurement : 1400 cu.m.
Output : 14.00 cu.m. / hr 7
Designation No. of Person No. of Hours Hourly Rate Amount (PHP)
Labor
a. Foreman 1 100.00 ₱134.93 ₱13,493.00
A b. Equipment Operator 5 100.00 ₱112.60 ₱56,298.75
b. Unskilled Labor 4 100.00 ₱75.53 ₱30,212.00
Sub-total for A ₱43,705.00
Name & Capacity No. of Units No. of Hours Hourly Rate Amount (PHP)
Equipment:
a. Backhoe 0.8 cu.m. bucket 1 100.00 ₱1,537.00 ₱153,700.00
b. Dump Truck 2 100.00 ₱1,420.00 ₱284,000.00
c. Payloader 1 100.00 ₱1,733.00 ₱173,300.00
B d. Motorized Road Grader, G710A ( 140 HP ) 1 100.00 ₱2,450.00 ₱245,000.00
e. Vibratory Roller 1 100.00 ₱1,846.00 ₱184,600.00
f. Water Truck (16000 lit.) 1 100.00 ₱2,450.00 ₱245,000.00
g.. Minor Tools (10% of labor cost) 1 1.00 ₱4,370.50 ₱4,370.50
Sub-total for B ₱1,289,970.50
C Total (A+B) ₱1,333,675.50
D Output per hour (unit) 14.00
E Direct Unit Cost (C/D) ₱95,262.54
Name & Specification Unit Quantity Unit Cost Amount (PHP)
Materials
GRAVEL G1 cu.m. 378.00 ₱620.00 ₱234,360.00
F
b. Comsumable (5% of labor cost) ₱11,718.00
Sub-total for F ₱234,360.00
G Direct Unit Cost (C+F) ₱1,568,035.50
H Overhead, Contigencies and Miscellaneous (OCM) 12.00 % of G ₱188,164.26
I Contractor's Profit (CP) 8.00 % of G ₱125,442.84
J Value Added Tax (VAT) 5 % of ( G + H + I ) ₱94,082.13
K Total Unit Cost (G+H+I+J) ₱1,975,724.73
DETAILED UNIT PRICE ANALYSIS (DUPA)
ROAD NETWORK ACCESS AND DRAINAGE SYSTEM LAYOUT 14
Item No./Description : Gravel Bedding
Unit of Measurement : 461.00 cu.m.
Output : 5.333333333 cu.m. / hr
Designation No. of Person No. of Hours Hourly Rate Amount (PHP)
Labor
a. Foreman 1 86.44 ₱134.93 ₱11,663.01
b. Equipment Operator 3 86.44 ₱112.60 ₱29,197.94
A
c. Skilled Labor 2 86.44 ₱97.64 ₱16,879.52
d. Unskilled Labor 2 86.44 ₱73.35 ₱12,680.38
Sub-total for A ₱70,420.85
Name & Capacity No. of Units No. of Hours Hourly Rate Amount (PHP)
Equipment:
b. Vibratorory Roller 2 86.44 ₱1,846.00 ₱319,127.25
c. Water Truck 1 86.44 ₱2,450.00 ₱211,771.88
d. Minor Tools (10% of labor cost) 1 1.00 ₱7,042.08 ₱7,042.08
B
Sub-total for B ₱678,782.90
C Total (A+B) ₱749,203.75
D Output per hour (cu.m.) 5.33
E Direct Unit Cost (C/D) ₱140,475.70
Name & Specification Unit Quantity Unit Cost Amount (PHP)
Materials
GRAVEL G1 cu.m. 461.00 ₱620.00 ₱285,820.00
F
b. Comsumable (5% of labor cost) ₱14,291.00
Sub-total for F ₱300,111.00
G Direct Unit Cost (C+F) ₱1,049,314.75
H Overhead, Contigencies and Miscellaneous (OCM) 12.00 % of G ₱125,917.77
I Contractor's Profit (CP) 8.00 % of G ₱83,945.18
J Value Added Tax (VAT) 5 % of ( G + H + I ) ₱62,958.89
K Total Unit Cost (G+H+I+J) ₱1,322,136.59
DETAILED UNIT PRICE ANALYSIS (DUPA)
ROAD NETWORK ACCESS AND DRAINAGE SYSTEM LAYOUT
Item No./Description : Backfill
Unit of Measurement : 1,400.00 cu.m
Output : 11.25 cu.m/hour
Designation No. of Person No. of Hours Hourly Rate Amount (PHP)
Labor
a. Foreman 1 124.44 ₱134.93 ₱16,791.29 20
b. Equipment Operator 3 124.44 ₱112.60 ₱42,036.40
A
c. Skilled Labor 2 124.44 ₱97.64 ₱24,301.51
c. Unskilled Labor 4 124.44 ₱66.93 ₱33,316.27
Sub-total for A ₱116,445.47
Name & Capacity No. of Units No. of Hours Hourly Rate Amount (PHP)
Equipment:
b. Vibratorory Roller 1 40.00 ₱1,846.00 ₱73,840.00
c. Water Truck 1 24.00 ₱2,450.00 ₱58,800.00
B
c. Backhoe 1 80.00 ₱1,537.00 ₱122,960.00
Minor Tools (10% of Labor) ₱11,644.55
Sub-total for B ₱267,244.55
C Total (A+B) ₱383,690.01
D Output per hour (unit) 11.25
E Direct Unit Cost (C/D) ₱34,105.78
Name & Specification Unit Quantity Unit Cost Amount (PHP)
Materials
Sub-total for F ₱0.00
G Direct Unit Cost (C+F) ₱383,690.01
H Overhead, Contigencies and Miscellaneous (OCM) 12.00 % of G ₱46,042.80
I Contractor's Profit (CP) 8.00 % of G ₱30,695.20
J Value Added Tax (VAT) 5 % of ( G + H + I ) ₱23,021.40
K Total Unit Cost (G+H+I+J) ₱483,449.42
DETAILED UNIT PRICE ANALYSIS (DUPA)
ROAD NETWORK ACCESS AND DRAINAGE SYSTEM LAYOUT
Item No./Description : Subbase Course Embankment and Compaction
Unit of Measurement : 1,523.18 cu.m.
Output : 7.8575187 cu.m./hour
Designation No. of Person No. of Hours Hourly Rate Amount (PHP)
Labor 25
a. Foreman 1 193.85 ₱134.93 ₱26,156.18
A b. Skilled Labor 4 193.85 ₱99.99 ₱77,532.25
c. Unskilled Labor 8 193.85 ₱66.93 ₱103,795.04
Sub-total for A ₱207,483.47
Name & Capacity No. of Units No. of Hours Hourly Rate Amount (PHP)
Equipment:
a, Motorized Road Grader, G710A 1 1.00 ₱2,173.00 ₱2,173.00
b. Vibratorory Roller 1 1.00 ₱1,846.00 ₱1,846.00
B c. Water Truck 1 1.00 ₱2,450.00 ₱2,450.00
d. Minor Tools (10% of Labor) 1 1.00 ₱134.93 ₱20,748.35
Sub-total for B ₱27,217.35
C Total (A+B) ₱234,700.82
D Output per hour (cu.m.) 7.86
E Direct Unit Cost (C/D) ₱29,869.58
Name & Specification Unit Quantity Unit Cost Amount (PHP)
Materials
F Aggregate Subbase Course pc 456.95 ₱525.00 ₱239,900.06
Sub-total for F ₱239,900.06
G Direct Unit Cost (C+F) ₱474,600.88
H Overhead, Contigencies and Miscellaneous (OCM) 12.00 % of G ₱56,952.11
I Contractor's Profit (CP) 8.00 % of G ₱37,968.07
J Value Added Tax (VAT) 5 % of ( G + H + I ) ₱28,476.05
K Total Unit Cost (G+H+I+J) ₱597,997.11
DETAILED UNIT PRICE ANALYSIS (DUPA)
ROAD NETWORK ACCESS AND DRAINAGE SYSTEM LAYOUT
Item No./Description : Asphalt Stabilized Road Mix Base Course
Unit of Measurement : 1,523.18 cu.m.
Output : 15 cu.m./hour 25
Designation No. of Person No. of Hours Hourly Rate Amount (PHP)
Labor
a. Foreman 1 101.55 ₱134.93 ₱13,701.51
A
c. Unskilled Labor 10 101.55 ₱66.93 ₱67,964.29
A
Sub-total for A ₱81,665.80
Name & Capacity No. of Units No. of Hours Hourly Rate Amount (PHP)
Equipment:
Asphalt Distributor 1 101.55 ₱936.00 ₱95,046.43
b. Motorized Road Grader, G710A 1 101.55 ₱2,173.00 ₱220,658.01
B
c. Vibratory Roller 1 101.55 ₱1,846.00 ₱187,452.69
c. Water Truck (1000 gal.) 1 25.39 ₱1,065.00 ₱27,036.44
Sub-total for B ₱530,193.57
C Total (A+B) ₱611,859.38
D Output per hour (cu.m.) 15.00
E Direct Unit Cost (C/D) ₱40,790.63
Name & Specification Unit Quantity Unit Cost Amount (PHP)
Materials
Aggregate Base Course cu.m 456.95 ₱525.00 ₱239,900.85
F Emulsified Asphalt SS-1 m.t 25.40 ₱44,000.00 ₱1,117,600.00
Sub-total for F ₱1,357,500.85
G Direct Unit Cost (C+F) ₱1,969,360.23
H Overhead, Contigencies and Miscellaneous (OCM) 12.00 % of G ₱236,323.23
I Contractor's Profit (CP) 8.00 % of G ₱157,548.82
J Value Added Tax (VAT) 5 % of ( G + H + I ) ₱118,161.61
K Total Unit Cost (G+H+I+J) ₱2,481,393.88
DETAILED UNIT PRICE ANALYSIS (DUPA)
ROAD NETWORK ACCESS AND DRAINAGE SYSTEM LAYOUT
Item No./Description : Gravel Surface Course
Unit of Measurement : 1,523.18 cu.m.
Output : 50 cu.m./hour
Designation No. of Person No. of Hours Hourly Rate Amount (PHP)
Labor
a. Foreman 1 30.46 ₱134.93 ₱4,110.45 3
A
b. Unskilled Labor 7 30.46 ₱66.93 ₱14,272.50
Sub-total for A ₱18,382.95
Name & Capacity No. of Units No. of Hours Hourly Rate Amount (PHP)
Equipment:
a. Motorized Road Grader, G710A 1 30.46 ₱2,173.00 ₱66,189.58
b. Vibratory Roller 1 30.46 ₱1,846.00 ₱56,229.16
B
c. Water Truck (16000L.) 1 7.62 ₱1,065.00 ₱8,109.98
Sub-total for B ₱130,528.72
C Total (A+B) ₱148,911.67
D Output per hour (cu.m.) 50.00
E Direct Unit Cost (C/D) ₱2,978.23
Name & Specification Unit Quantity Unit Cost Amount (PHP)
Materials
Uncrushed Aggregate Surface Course cu.m 456.95 ₱700.00 ₱319,867.80
Sub-total for F ₱319,867.80
G Direct Unit Cost (C+F) ₱468,779.47
H Overhead, Contigencies and Miscellaneous (OCM) 12.00 % of G ₱56,253.54
I Contractor's Profit (CP) 8.00 % of G ₱37,502.36
J Value Added Tax (VAT) 5 % of ( G + H + I ) ₱28,126.77
K Total Unit Cost (G+H+I+J) ₱590,662.13
DETAILED UNIT PRICE ANALYSIS (DUPA)
ROAD NETWORK ACCESS AND DRAINAGE SYSTEM LAYOUT
Item No./Description : Bituminous Prime Coat
Unit of Measurement : 3.199 mt.
Output : 0.03 m.t/hour
Designation No. of Person No. of Hours Hourly Rate Amount (PHP)
Labor
a. Foreman 1 106.63 ₱134.93 ₱14,388.04
A
c. Unskilled Labor 6 106.63 ₱66.93 ₱42,821.81
10
Sub-total for A ₱57,209.85
Name & Capacity No. of Units No. of Hours Hourly Rate Amount (PHP)
Equipment:
a. Asphalt Distributor 1 106.63 ₱936.00 ₱99,808.80
B
b. Power Broom (20m. wide) 1 106.63 ₱130.00 ₱13,862.33
B
Sub-total for B ₱113,671.13
C Total (A+B) ₱170,880.98
D Output per hour (cu.m.) 0.03
E Direct Unit Cost (C/D) ₱5,696,032.77
Name & Specification Unit Quantity Unit Cost Amount (PHP)
Materials
a. MC 70 Cut Black Asphalt (w/ 5% wastage) m.t 3.20 ₱90,000.00 ₱287,910.00
F
Sub-total for F ₱287,910.00
G Direct Unit Cost (C+F) ₱458,790.98
H Overhead, Contigencies and Miscellaneous (OCM) 12.00 % of G ₱55,054.92
I Contractor's Profit (CP) 8.00 % of G ₱36,703.28
J Value Added Tax (VAT) 5 % of ( G + H + I ) ₱27,527.46
K Total Unit Cost (G+H+I+J) ₱578,076.64
DETAILED UNIT PRICE ANALYSIS (DUPA)
ROAD NETWORK ACCESS AND DRAINAGE SYSTEM LAYOUT
Item No./Description : Pipe Culvert, 460 mm ⌀ (18")
Unit of Measurement : 625 l.m.
Output : 4.5 l.m./hour
Designation No. of Person No. of Hours Hourly Rate Amount (PHP)
Labor
a. Foreman 1 138.89 ₱134.93 ₱18,740.28
A b. Skilled Labor 3 138.89 ₱72.64 ₱30,267.19
c. Unskilled Labor 6 138.89 ₱66.93 ₱55,775.00
Sub-total for A ₱104,782.47
Name & Capacity No. of Units No. of Hours Hourly Rate Amount (PHP)
Equipment:
a. Backhoe 1 138.89 ₱1,537.00 ₱213,473.93
B b.Plate Compactor 1 138.89 ₱123.00 ₱17,083.47
c. Minor Tools (10% of labor cost) 1 1.00 ₱10,478.25 ₱10,478.25
Sub-total for B ₱241,035.65
C Total (A+B) ₱345,818.11
D Output per hour (cu.m.) 4.50
E Direct Unit Cost (C/D) ₱76,848.47
Name & Specification Unit Quantity Unit Cost Amount (PHP)
Materials
R.C. Pipes (460mm) pc 250.00 ₱1,266.00 ₱316,500.00
Sand cu.m 22.00 ₱1,435.00 ₱31,570.00
F Portlang Cement bag 198.00 ₱259.00 ₱51,282.00
Crushed Gravel cu.m 130.00 ₱301.00 ₱39,130.00
Consumables (5% Materials Cost) - 1.00 ₱1.00 ₱21,924.10
Sub-total for F ₱348,070.00
G Direct Unit Cost (C+F) ₱693,888.11
H Overhead, Contigencies and Miscellaneous (OCM) 12.00 % of G ₱83,266.57
I Contractor's Profit (CP) 8.00 % of G ₱55,511.05
J Value Added Tax (VAT) 5 % of ( G + H + I ) ₱41,633.29
K Total Unit Cost (G+H+I+J) ₱874,299.02
DETAILED UNIT PRICE ANALYSIS (DUPA)
ROAD NETWORK ACCESS AND DRAINAGE SYSTEM LAYOUT
Item No./Description : Underdrain
Unit of Measurement : 625 l.m.
Output : 10 l.m./hour
Designation No. of Person No. of Hours Hourly Rate Amount (PHP)
Labor
a. Foreman 1 62.50 ₱134.93 ₱8,433.13
A b. Skilled Labor 2 62.50 ₱72.64 ₱9,080.16
c. Unskilled Labor 4 62.50 ₱66.93 ₱16,732.50
Sub-total for A ₱34,245.78
Name & Capacity No. of Units No. of Hours Hourly Rate Amount (PHP)
Equipment:
b.Plate Compactor 1 62.50 ₱123.00 ₱7,687.50
B
c. Minor Tools (10% of labor cost) 1 1.00 ₱3,424.58 ₱3,424.58
Sub-total for B ₱11,112.08
C Total (A+B) ₱45,357.86
D Output per hour (cu.m.) 10.00
E Direct Unit Cost (C/D) ₱4,535.79
Name & Specification Unit Quantity Unit Cost Amount (PHP)
Materials
F
Coarse Aggregates cu.m 93.75 ₱900.00 ₱84,375.00
Fine Aggregates cu.m 47.81 ₱540.00 ₱25,818.75
F
Filter Cloth sq. m. 937.50 ₱190.00 ₱178,125.00
150mm dia. Concrete Perforated Pipe pcs 105.00 ₱275.00 ₱28,875.00
Sub-total for F ₱110,193.75
G Direct Unit Cost (C+F) ₱155,551.61
H Overhead, Contigencies and Miscellaneous (OCM) 12.00 % of G ₱18,666.19
I Contractor's Profit (CP) 8.00 % of G ₱12,444.13
J Value Added Tax (VAT) 5 % of ( G + H + I ) ₱9,333.10
K Total Unit Cost (G+H+I+J) ₱195,995.03
DETAILED UNIT PRICE ANALYSIS (DUPA)
ROAD NETWORK ACCESS AND DRAINAGE SYSTEM LAYOUT
Item No./Description : Manhole/Catch Basin
Unit of Measurement : 20 each
Output : 1 each/hour
Designation No. of Person No. of Hours Hourly Rate Amount (PHP)
Labor
a. Foreman 1 20.00 ₱134.93 ₱2,698.60
A b. Skilled Labor 2 20.00 ₱72.64 ₱2,905.65
c. Unskilled Labor 5 20.00 ₱66.93 ₱6,693.00
Sub-total for A ₱12,297.25
Name & Capacity No. of Units No. of Hours Hourly Rate Amount (PHP)
Equipment:
a.Concrete Vibrator 1 20.00 ₱91.25 ₱1,825.00
b. Concrete Pump Trailer Mounted 1 20.00 ₱2,076.00 ₱41,520.00
B d. Bar Bender 1 20.00 ₱351.00 ₱7,020.00
e. Bar Cutter 1 20.00 ₱219.00 ₱4,380.00
c. Minor Tools (10% of labor cost) 1 1.00 ₱1,229.73 ₱1,229.73
Sub-total for B ₱55,974.73
C Total (A+B) ₱68,271.98
D Output per hour (cu.m.) 1.00
E Direct Unit Cost (C/D) ₱68,271.98
Name & Specification Unit Quantity Unit Cost Amount (PHP)
Materials
Ready Mix Concrete 3500PSI @ 14 DAYS cu.m. 30.72 ₱7,348.00 ₱225,730.56
10mm Ø Reinforced Bars (Grade 40) kg 261.00 ₱45.32 ₱11,828.52
F
Steel Grating (Catch Basin Cover) pcs 13.00 ₱185.00 ₱2,405.00
Steel Manhole Cover pcs 7.00 ₱29,675.00 ₱207,725.00
Sub-total for F ₱447,689.08
G Direct Unit Cost (C+F) ₱515,961.06
H Overhead, Contigencies and Miscellaneous (OCM) 12.00 % of G ₱61,915.33
I Contractor's Profit (CP) 8.00 % of G ₱41,276.88
J Value Added Tax (VAT) 5 % of ( G + H + I ) ₱30,957.66
K Total Unit Cost (G+H+I+J) ₱650,110.93
DETAILED UNIT PRICE ANALYSIS (DUPA)
ROAD NETWORK ACCESS AND DRAINAGE SYSTEM LAYOUT
Item No./Description : Structural Concrete
Unit of Measurement : 1523.18 cu.m
Output : 7.5 cu.m./hour
Designation No. of Person No. of Hours Hourly Rate Amount (PHP)
Labor
a. Foreman 1 203.09 ₱134.93 ₱27,403.02
A b. Skilled Labor 2 203.09 ₱72.64 ₱29,505.52
c. Unskilled Labor 10 203.09 ₱66.93 ₱135,928.58
Sub-total for A ₱192,837.13
Name & Capacity No. of Units No. of Hours Hourly Rate Amount (PHP)
Equipment:
a.Concrete Vibrator 1 203.09 ₱91.25 ₱18,532.02
b. Concrete Pump Trailer Mounted 1 203.09 ₱2,076.00 ₱421,616.22
B d. Bar Bender 1 203.09 ₱351.00 ₱71,284.82
e. Bar Cutter 1 203.09 ₱219.00 ₱44,476.86
c. Minor Tools (10% of labor cost) 1 1.00 ₱19,283.71 ₱19,283.71
Sub-total for B ₱575,193.64
C Total (A+B) ₱768,030.77
D Output per hour (cu.m.) 7.50
E Direct Unit Cost (C/D) ₱102,404.10
Name & Specification Unit Quantity Unit Cost Amount (PHP)
Materials
Ready Mix Concrete 3500PSI @ 14 DAYS cu.m. 453.60 ₱7,348.00 ₱3,333,052.80
F
F
10mm Ø Reinforced Bars (Grade 40) kg 2,384.00 ₱45.32 ₱108,042.88
Sub-total for F ₱3,441,095.68
G Direct Unit Cost (C+F) ₱4,209,126.45
H Overhead, Contigencies and Miscellaneous (OCM) 12.00 % of G ₱505,095.17
I Contractor's Profit (CP) 8.00 % of G ₱336,730.12
J Value Added Tax (VAT) 5 % of ( G + H + I ) ₱252,547.59
K Total Unit Cost (G+H+I+J) ₱5,303,499.32
DETAILED UNIT PRICE ANALYSIS (DUPA)
ROAD NETWORK ACCESS AND DRAINAGE SYSTEM LAYOUT
Item No./Description : Pavement Markings
Unit of Measurement : 450 sqm
Output : 56.25 sq.m./hour
Designation No. of Person No. of Hours Hourly Rate Amount (PHP)
Labor
a. Foreman 1 8.00 ₱134.93 ₱1,079.44
A b. Skilled Labor 2 8.00 ₱72.64 ₱1,162.26
c. Unskilled Labor 4 8.00 ₱66.93 ₱2,141.76
Sub-total for A ₱4,383.46
Name & Capacity No. of Units No. of Hours Hourly Rate Amount (PHP)
Equipment:
a.Cargo Truck 1 8.00 ₱712.00 ₱5,696.00
B
c. Minor Tools (10% of labor cost) 1 8.00 ₱438.35 ₱438.35
Sub-total for B ₱6,134.35
C Total (A+B) ₱10,517.81
D Output per hour (cu.m.) 56.25
E Direct Unit Cost (C/D) ₱186.98
Name & Specification Unit Quantity Unit Cost Amount (PHP)
Materials
Reflectorized Traffic Paint (White) lt 22.50 ₱450.00 ₱10,125.00
F
Miscellaneous (5% Material Cost) ₱506.25
Sub-total for F ₱10,631.25
G Direct Unit Cost (C+F) ₱21,149.06
H Overhead, Contigencies and Miscellaneous (OCM) 12.00 % of G ₱2,537.89
I Contractor's Profit (CP) 8.00 % of G ₱1,691.92
J Value Added Tax (VAT) 5 % of ( G + H + I ) ₱1,268.94
K Total Unit Cost (G+H+I+J) ₱26,647.81
DETAILED UNIT PRICE ANALYSIS (DUPA)
ROAD NETWORK ACCESS AND DRAINAGE SYSTEM LAYOUT
Item No./Description : Road Signs
Unit of Measurement : 5 each
Output : 1 each/hour
Designation No. of Person No. of Hours Hourly Rate Amount (PHP)
Labor
a. Foreman 1 8.00 ₱134.93 ₱1,079.44
A b. Skilled Labor 2 8.00 ₱72.64 ₱1,162.26
c. Unskilled Labor 3 8.00 ₱66.93 ₱1,606.32
Sub-total for A ₱3,848.02
Name & Capacity No. of Units No. of Hours Hourly Rate Amount (PHP)
Equipment:
a.Cargo Truck 1 8.00 ₱712.00 ₱5,696.00
B
c. Minor Tools (10% of labor cost) 1 8.00 ₱384.80 ₱384.80
Sub-total for B ₱6,080.80
C Total (A+B) ₱9,928.82
D Output per hour (cu.m.) 1.00
E Direct Unit Cost (C/D) ₱9,928.82
Name & Specification Unit Quantity Unit Cost Amount (PHP)
Materials
Portland Cement bags 7.00 ₱275.00 ₱1,925.00
Sand cu.m 0.37 ₱1,310.00 ₱478.15
Gravel cu.m 0.73 ₱1,435.00 ₱1,040.38
Form Lumber - 4 uses bd.ft 40.00 ₱35.00 ₱1,400.00
F 3" G.I Pipe pc 3.00 ₱800.00 ₱2,400.00
Plate kg 10.00 ₱48.00 ₱480.00
Bolts, 5mm Ø pc 60.00 ₱13.00 ₱780.00
Sign Face, 3mm thk. Aluminum Sheet pc 5.00 ₱5,450.00 ₱27,250.00
Assorted CWN kg 0.40 ₱100.00 ₱40.00
Sub-total for F ₱35,793.53
G Direct Unit Cost (C+F) ₱45,722.35
H Overhead, Contigencies and Miscellaneous (OCM) 12.00 % of G ₱5,486.68
I Contractor's Profit (CP) 8.00 % of G ₱3,657.79
J Value Added Tax (VAT) 5 % of ( G + H + I ) ₱2,743.34
K Total Unit Cost (G+H+I+J) ₱57,610.16
DETAILED UNIT PRICE ANALYSIS (DUPA)
ROAD NETWORK ACCESS AND DRAINAGE SYSTEM LAYOUT
Item No./Description : Concrete Cover
Unit of Measurement : 7 each
Output : 1 each/hour
Designation No. of Person No. of Hours Hourly Rate Amount (PHP)
Labor
a. Foreman 1 8.00 ₱134.93 ₱1,079.44
A b. Skilled Labor 2 8.00 ₱72.64 ₱1,162.26
c. Unskilled Labor 3 8.00 ₱66.93 ₱1,606.32
Sub-total for A ₱3,848.02
Name & Capacity No. of Units No. of Hours Hourly Rate Amount (PHP)
Equipment:
a. Concrete Mixer 1 8.00 ₱172.00 ₱1,376.00
B b. Water Truck 1 0.08 ₱2,450.00 ₱196.00
c. Minor Tools (10% of labor cost) 1 ₱384.80
Sub-total for B ₱1,956.80
C Total (A+B) ₱5,804.82
D Output per hour (cu.m.) 1.00
E Direct Unit Cost (C/D) ₱5,804.82
Name & Specification Unit Quantity Unit Cost Amount (PHP)
Materials
Portland Cement bag 1.00 ₱275.00 ₱275.00
Fine Aggregates cu.m 0.25 ₱540.00 ₱135.00
Coarse Aggregates cu.m 0.25 ₱900.00 ₱225.00
Form Lumber - 4 uses bd.ft 20.00 ₱60.00 ₱1,200.00
F
#16 G.I. Tie Wire kg 1.00 ₱35.00 ₱35.00
1-pc-10mm diam std. def. bars kg 22.20 ₱45.32 ₱1,006.10
CW Nails kg 0.50 ₱100.00 ₱50.00
Water cu.m 0.25 ₱15.00 ₱3.75
Sub-total for F ₱2,929.85
G Direct Unit Cost (C+F) ₱8,734.68
H Overhead, Contigencies and Miscellaneous (OCM) 12.00 % of G ₱1,048.16
I Contractor's Profit (CP) 8.00 % of G ₱698.77
J Value Added Tax (VAT) 5 % of ( G + H + I ) ₱524.08
K Total Unit Cost (G+H+I+J) ₱11,005.69
DETAILED UNIT PRICE ANALYSIS (DUPA)
ROAD NETWORK ACCESS AND DRAINAGE SYSTEM LAYOUT
Item No./Description : Demobilization
Unit of Measurement : L.S.
Output : 1
Item Unit Quantity Unit Cost Amount (PHP)
a. Truck Mounted Crane Trip 1.00 ₱7,500.00 ₱7,500.00
b. Excavator Trip 2.00 ₱25,000.00 ₱50,000.00
c. Dump truck Trip 1.00 ₱7,500.00 ₱7,500.00
d. Manpower Person 15.00 ₱1,000.00 ₱15,000.00
e. Permit and Clearance L.S. 1.00 ₱3,000.00 ₱3,000.00
f. Toll Fees and Miscellaneous L.S. 1.00 ₱5,000.00 ₱5,000.00
A Sub-total for A ₱88,000.00
Name & Capacity No. of Units No. of Hours Hourly Rate Amount (PHP)
Labor
a. Foreman 1 16.00 ₱134.93 ₱2,158.88
b. Highly Skilled Operator 3 16.00 ₱99.99 ₱4,799.52
c.. Unskilled Labor 4 16.00 ₱75.35 ₱4,822.40
B Sub-total for B ₱11,780.80
Name & Capacity No. of Units No. of Hours Hourly Rate Amount (PHP)
Equipment:
a. Minor Tools (10% of labor cost) 1 1.00 ₱8,800.00 ₱8,800.00
C Sub-total for C ₱8,800.00
D Total (A+B+C) ₱108,580.80
E Output per hour (unit) ₱1.00
F Direct Unit Cost (Price per unit) ₱108,580.80
Name & Specification Unit Quantity Unit Cost Amount (PHP)
Materials
G
G Sub-total for G ₱0.00
H Direct Unit Cost (C+F) ₱108,580.80
I Overhead, Contigencies and Miscellaneous (OCM) 12.00 % of G ₱13,029.70
J Contractor's Profit (CP) 8.00 % of G ₱8,686.46
K Value Added Tax (VAT) 5 % of ( H + I + J ) ₱6,514.85
L Total Unit Cost ( H+I+J+K) ₱136,811.81
DETAILED UNIT PRICE ANALYSIS (DUPA)
ROAD NETWORK ACCESS AND DRAINAGE SYSTEM LAYOUT
Item No./Description : Occupational Safety and Health Program
Unit of Measurement : 1 L.S
Output :
Designation No. of Person No. of Hours Hourly Rate Amount (PHP)
Labor
A a. Safety Officer 1 1,304.00 ₱187.50 ₱244,500.00
Sub-total for A ₱244,500.00
Name & Capacity No. of Units No. of Hours Hourly Rate Amount (PHP)
Equipment:
B
Sub-total for B
C Total (A+B) ₱244,500.00
D Output per hour (unit) 166.65
E Direct Unit Cost (Price per unit) ₱244,500.00
Name & Specification Unit Quantity Unit Cost Amount (PHP)
Materials
Safety Helmet man-days 24 338 8,112.00
Safety Shoes man-days 24 1950 46,800.00
Safety Gloves man-days 24 130 3,120.00
Safety Vest man-days 24 235 5,640.00
F
Rain Coats man-days 24 415 9,960.00
Eye Googles man-days 24 145 3,480.00
Misc. (Cabinet/ Medicines) Lot 10 832.32 8,323.20
Sub-total for F ₱77,323.20
G Direct Unit Cost (C+F) ₱321,823.20
H Overhead, Contigencies and Miscellaneous (OCM) 12.00 % of G ₱38,618.78
I Contractor's Profit (CP) 8.00 % of G ₱25,745.86
J Value Added Tax (VAT) 5 % of ( G + H + I ) ₱19,309.39
K Total Unit Cost (G+H+I+J) ₱405,497.23
DETAILED UNIT PRICE ANALYSIS (DUPA)
ROAD NETWORK ACCESS AND DRAINAGE SYSTEM LAYOUT
SUMMARY
Item No./Description : Total Unit Cost
Project Billboard/ Signboard ₱8,049.57
Mobilization ₱213,041.81
103.2.1 Clearing and Grubbing ₱93,149.45
103.2.2 Roadway Excavation ₱1,891,959.51
Drainage Excavation ₱1,975,724.73
Gravel Bedding ₱1,322,136.59
Backfill ₱483,449.42
Subbase Course Embankment and Compaction ₱597,997.11
Asphalt Stabilized Road Mix Base Course ₱2,481,393.88
Gravel Surface Course ₱590,662.13
A
Bituminous Prime Coat ₱578,076.64
Pipe Culvert, 460 mm ⌀ (18") ₱874,299.02
Underdrain ₱195,995.03
Manhole/Catch Basin ₱650,110.93
Structural Concrete ₱5,303,499.32
Pavement Markings ₱26,647.81
Road Signs ₱57,610.16
Concrete Cover ₱11,005.69
Demobilization ₱136,811.81
Occupational Safety and Health Program ₱405,497.23
Total ₱17,897,117.83
.
0.45 2.25
5077.25
11423.8125
25386.25
2.538625
HOURS DAYS
5.00 0.63
3.46 0.43
5.31 0.66
104.38 13.05
0.6 1
5007.25
3046 L
3199
951.9875 118.9984375
0.1875
285.59625
DURATION GANG SIZE
8 1 3
16 2 8
19.04 3 8
108.8 14 10
100 13 10
86.44 11 8
124.44 16 10
193.85 25 13
101.55 13 11
30.46 4 8
106.63 14 7
138.89 18 10
62.5 8 8
20 3 8
203.09 26 13
8 1 7
8 1 6
8 1 6
16 2 8
0
DETAILED UNIT PRICE ANALYSIS (DUPA)
PARKING SPACES
Item No./Description : Project Billboard/ Signboard
Unit of Measurement : 1 each
Output :
Designation No. of Person No. of Hours Hourly Rate Amount (PHP)
Labor
a. Foreman 1 8.00 ₱134.93 ₱1,079.44
A
b. Unskilled Labor 2 8.00 ₱75.35 ₱1,205.60
Sub-total for A ₱2,285.04
Name & Capacity No. of Units No. of Hours Hourly Rate Amount (PHP)
Equipment:
B a. Minor Tools (10% of labor cost) 1 1.00 ₱228.50 ₱228.50
Sub-total for B ₱228.50
C Total (A+B) ₱2,513.54
D Output per hour (unit) 166.65
E Direct Unit Cost (Price per unit) ₱2,513.54
Name & Specification Unit Quantity Unit Cost Amount (PHP)
Materials
PLYWOOD ORDINARY (0.0125m x 1.4m x 2.44m) pc 1.00 ₱995.00 ₱995.00
Tarpaulin pc 1.00 ₱1,000.00 ₱1,000.00
F Assorted Lumber bd.ft. 50.00 ₱35.00 ₱1,750.00
Assorted CW Nails kg 2.00 ₱65.00 ₱130.00
Sub-total for F ₱3,875.00
G Direct Unit Cost (C+F) ₱6,388.54
H Overhead, Contigencies and Miscellaneous (OCM) 12.00 % of G ₱766.63
I Contractor's Profit (CP) 8.00 % of G ₱511.08
J Value Added Tax (VAT) 5 % of ( G + H + I ) ₱383.31
K Total Unit Cost (G+H+I+J) ₱8,049.57
DETAILED UNIT PRICE ANALYSIS (DUPA)
PARKING SPACES
Item No./Description : Mobilization
Unit of Measurement : L.S.
Output : 1
Item Unit Quantity Unit Cost Amount (PHP)
a. Truck Mounted Crane Trip 1.00 ₱7,500.00 ₱7,500.00
b. Excavator Trip 2.00 ₱25,000.00 ₱50,000.00
c. Dump truck Trip 1.00 ₱7,500.00 ₱7,500.00
d. Manpower Person 15.00 ₱1,000.00 ₱15,000.00
e. Permit and Clearance L.S. 1.00 ₱3,000.00 ₱3,000.00
f. Toll Fees and Miscellaneous L.S. 1.00 ₱5,000.00 ₱5,000.00
g. Utilities Connection L.S 1.00 ₱10,000.00 ₱10,000.00
h. Barracks & Office L.S 3.00 ₱15,000.00 ₱45,000.00
A Sub-total for A ₱143,000.00
Name & Capacity No. of Units No. of Hours Hourly Rate Amount (PHP)
Labor
a. Foreman 1 16.00 ₱134.93 ₱2,158.88
b. Highly Skilled Operator 3 16.00 ₱99.99 ₱4,799.52
c.. Unskilled Labor 4 16.00 ₱75.35 ₱4,822.40
B Sub-total for B ₱11,780.80
Name & Capacity No. of Units No. of Hours Hourly Rate Amount (PHP)
Equipment:
a. Minor Tools (10% of labor cost) 1 1.00 ₱14,300.00 ₱14,300.00
C Sub-total for C ₱14,300.00
D Total (A+B+C) ₱169,080.80
E Output per hour (unit) ₱1.00
F Direct Unit Cost (Price per unit) ₱169,080.80
Name & Specification Unit Quantity Unit Cost Amount (PHP)
Materials
G Sub-total for G ₱0.00
H Direct Unit Cost (C+F) ₱169,080.80
I Overhead, Contigencies and Miscellaneous (OCM) 12.00 % of G ₱20,289.70
J Contractor's Profit (CP) 8.00 % of G ₱13,526.46
K Value Added Tax (VAT) 5 % of ( H + I + J ) ₱10,144.85
L Total Unit Cost ( H+I+J+K) ₱213,041.81
DETAILED UNIT PRICE ANALYSIS (DUPA
PARKING SPACES
Item No./Description : 103.2.1 Clearing and Grubbing
Unit of Measurement : 1260 sq.m.
Output : 60 sq.m. / hr
3
Designation No. of Person No. of Hours Hourly Rate Amount (PHP)
Labor
a. Foreman 1 21.00 ₱134.93 ₱2,833.53
A b. Equipment Operator 2 21.00 ₱113.60 ₱4,771.20
c. Unskilled Labor 6 21.00 ₱75.53 ₱9,516.78
Sub-total for A ₱12,350.31
Name & Capacity No. of Units No. of Hours Hourly Rate Amount (PHP)
Equipment:
a. Backhoe 1 21 ₱1,537.00 ₱32,277.00
B b. Dump Truck 1 21 ₱1,420.00 ₱29,820.00
c. Chainsaw 1 21 ₱186.00 ₱3,906.00
Sub-total for B ₱66,003.00
C Total (A+B) ₱78,353.31
D Output per hour (unit) 60
E Direct Unit Cost (C/D) ₱1,305.89
Name & Specification Unit Quantity Unit Cost Amount (PHP)
Materials
F
Sub-total for F 0
G Direct Unit Cost (C+F) ₱78,353.31
H Overhead, Contigencies and Miscellaneous (OCM) 12.00 % of G ₱9,402.40
I Contractor's Profit (CP) 8.00 % of G ₱6,268.26
J Value Added Tax (VAT) 5 % of ( G + H + I ) ₱4,701.20
K Total Unit Cost (G+H+I+J) ₱98,725.17
DETAILED UNIT PRICE ANALYSIS (DUPA
PARKING SPACES
Item No./Description : 103.2.2 Excavation
Unit of Measurement : 756 cu.m.
Output : 10 cu.m. / hr
Designation No. of Person No. of Hours Hourly Rate Amount (PHP)
Labor 10
a. Foreman 1 75.60 ₱134.93 ₱10,200.71
A b. Highly Skilled Operator 2 75.60 ₱112.60 ₱17,025.12
c. Unskilled Labor 6 75.60 ₱66.93 ₱30,359.45
Sub-total for A ₱57,585.28
Name & Capacity No. of Units No. of Hours Hourly Rate Amount (PHP)
Equipment:
a. Backhoe 0.8 cu.m. bucket 2 75.60 ₱1,537.00 ₱232,394.40
b. Dump Truck 3 75.60 ₱1,420.00 ₱322,056.00
b. Minor Tools (10% of labor cost) 1 1.00 ₱5,758.53 ₱5,758.53
B
Sub-total for B ₱560,208.93
C Total (A+B) ₱617,794.20
D Output per hour (cu.m.) 10
E Direct Unit Cost (C/D) ₱61,779.42
Name & Specification Unit Quantity Unit Cost Amount (PHP)
Materials
F
- ₱0.00
Sub-total for F ₱0.00
G Direct Unit Cost (C+F) ₱617,794.20
H Overhead, Contigencies and Miscellaneous (OCM) 12.00 % of G ₱74,135.30
I Contractor's Profit (CP) 8.00 % of G ₱49,423.54
J Value Added Tax (VAT) 5 % of ( G + H + I ) ₱37,067.65
K Total Unit Cost (G+H+I+J) ₱778,420.70
DETAILED UNIT PRICE ANALYSIS (DUPA
PARKING SPACES
Item No./Description : Gravel Bedding
Unit of Measurement : 378 cu.m.
Output : 7.73 cu.m. / hr 7
Designation No. of Person No. of Hours Hourly Rate Amount (PHP)
Labor
A
a. Foreman 1 48.90 ₱134.93 ₱6,598.13
b. Equipment Operator 3 48.90 ₱112.60 ₱16,518.18
A
c. Skilled Laborer 2 48.90 ₱97.64 ₱9,549.27
b. Unskilled Labor 2 48.90 ₱75.53 ₱7,386.89
Sub-total for A ₱40,052.47
Name & Capacity No. of Units No. of Hours Hourly Rate Amount (PHP)
Equipment:
a. Plate Compactor 2 48.90 ₱123.00 ₱12,029.50
B b. Excavator 0.3 cu.m. bucket 2 48.90 ₱1,357.00 ₱132,715.65
b. Minor Tools (10% of labor cost) 1 1 ₱4,005.25 ₱4,005.25
Sub-total for B ₱148,750.40
C Total (A+B) ₱188,802.87
D Output per hour (unit) 3.33
E Direct Unit Cost (C/D) ₱56,697.56
Name & Specification Unit Quantity Unit Cost Amount (PHP)
Materials
GRAVEL G1 cu.m. 378.00 ₱620.00 ₱234,360.00
F
b. Comsumable (5% of labor cost) ₱11,718.00
Sub-total for F ₱234,360.00
G Direct Unit Cost (C+F) ₱423,162.87
H Overhead, Contigencies and Miscellaneous (OCM) 12.00 % of G ₱50,779.54
I Contractor's Profit (CP) 8.00 % of G ₱33,853.03
J Value Added Tax (VAT) 5 % of ( G + H + I ) ₱25,389.77
K Total Unit Cost (G+H+I+J) ₱533,185.22
DETAILED UNIT PRICE ANALYSIS (DUPA
PARKING SPACES
Item No./Description : Rebar Fabrication
Unit of Measurement : 34.02 m.t.
Output : 0.3 m.t./hour
Designation No. of Person No. of Hours Hourly Rate Amount (PHP)
Labor
a. Foreman 1 113.40 ₱134.93 ₱15,301.06
A b. Steelman 4 113.40 ₱99.99 ₱45,355.46
c. Unskilled Labor 7 113.40 ₱66.93 ₱53,129.03
Sub-total for A ₱113,785.56
Name & Capacity No. of Units No. of Hours Hourly Rate Amount (PHP)
Equipment:
Bar Cutter 2 113.40 ₱219.75 ₱49,839.30
Bar Bender 2 113.40 ₱351.50 ₱79,720.20
B
Minor Tools (10% Materials Cost) ₱11,378.56
Sub-total for B ₱140,938.06
C Total (A+B) ₱254,723.62
D Output per hour (unit) 0.30
E Direct Unit Cost (C/D) ₱849,078.72
Name & Specification Unit Quantity Unit Cost Amount (PHP)
Materials
Reinforcing Steel bars Deformed Grade 40 kg 34,020.00 ₱51.41 ₱1,749,002.22
F
Consumables (5% Materials Cost) ₱87,450.11
Sub-total for F ₱1,836,452.33
G Direct Unit Cost (C+F) ₱2,091,175.95
H Overhead, Contigencies and Miscellaneous (OCM) 12.00 % of G ₱250,941.11
I Contractor's Profit (CP) 8.00 % of G ₱167,294.08
J Value Added Tax (VAT) 5 % of ( G + H + I ) ₱125,470.56
K Total Unit Cost (G+H+I+J) ₱2,634,881.69
DETAILED UNIT PRICE ANALYSIS (DUPA
PARKING SPACES
Item No./Description : Rebar Installation
Unit of Measurement : 34.02 m.t.
Output : 0.5 m.t./hour
Designation No. of Person No. of Hours Hourly Rate Amount (PHP)
Labor
a. Foreman 1 68.04 ₱134.93 ₱9,180.64 20
A b. Steelman 4 68.04 ₱99.99 ₱27,213.28
c. Unskilled Labor 7 68.04 ₱66.93 ₱31,877.42
Sub-total for A ₱68,271.34
Name & Capacity No. of Units No. of Hours Hourly Rate Amount (PHP)
Equipment:
B
Minor Tools (10% Materials Cost) ₱6,827.13
B
Sub-total for B ₱6,827.13
C Total (A+B) ₱75,098.47
D Output per hour (unit) 0.50
E Direct Unit Cost (C/D) ₱150,196.94
Name & Specification Unit Quantity Unit Cost Amount (PHP)
Materials
#16 Galvanized Iron Wire kg 680.00 ₱110.00 ₱74,800.00
F
Consumables (5% Materials Cost) ₱3,740.00
Sub-total for F ₱78,540.00
G Direct Unit Cost (C+F) ₱153,638.47
H Overhead, Contigencies and Miscellaneous (OCM) 12.00 % of G ₱18,436.62
I Contractor's Profit (CP) 8.00 % of G ₱12,291.08
J Value Added Tax (VAT) 5 % of ( G + H + I ) ₱9,218.31
K Total Unit Cost (G+H+I+J) ₱193,584.47
DETAILED UNIT PRICE ANALYSIS (DUPA
PARKING SPACES
Item No./Description : 900 - Reinforced Concrete
Unit of Measurement : 378 cu.m.
Output : 3.6 cu.m. / hr
Designation No. of Person No. of Hours Hourly Rate Amount (PHP)
Labor
a. Foreman 1 105.00 ₱134.93 ₱14,167.65
A b. Skilled Labor 5 105.00 ₱97.64 ₱51,261.00
c. Unskilled Labor 10 105.00 ₱73.35 ₱77,017.50
Sub-total for A ₱142,446.15
Name & Capacity No. of Units No. of Hours Hourly Rate Amount (PHP)
Equipment:
a.Transit Mixer 1 105.00 ₱91.25 ₱9,581.25
b. Vibratorory Roller 1 105.00 ₱3,750.00 ₱393,750.00
c. Minor Tools (10% of labor cost) 1 1.00 ₱14,244.62 ₱14,244.62
B
Sub-total for B ₱417,575.87
C Total (A+B) ₱560,022.02
D Output per hour (cu.m.) 3.60
E Direct Unit Cost (C/D) ₱155,561.67
Name & Specification Unit Quantity Unit Cost Amount (PHP)
Materials
Gravel cu.m. 378.00 ₱1,310.00 ₱495,180.00
Sand cu.m. 189.00 ₱1,435.00 ₱271,215.00
Portland Cement bags 3,402.00 ₱259.00 ₱881,118.00
F
Sub-total for F ₱1,647,513.00
G Direct Unit Cost (C+F) ₱2,207,535.02
H Overhead, Contigencies and Miscellaneous (OCM) 12.00 % of G ₱264,904.20
I Contractor's Profit (CP) 8.00 % of G ₱176,602.80
J Value Added Tax (VAT) 5 % of ( G + H + I ) ₱132,452.10
K Total Unit Cost (G+H+I+J) ₱2,781,494.12
DETAILED UNIT PRICE ANALYSIS (DUPA)
PARKING SPACES
Item No./Description : Formworks Installation
Unit of Measurement : 1260 sq.m.
Output : 6.499871034 sq.m. / hr
Designation No. of Person No. of Hours Hourly Rate Amount (PHP)
Labor 25
a. Foreman 1 193.85 ₱134.93 ₱26,156.18
A b. Skilled Labor 4 193.85 ₱99.99 ₱77,532.25
c. Unskilled Labor 8 193.85 ₱66.93 ₱103,795.04
Sub-total for A ₱207,483.47
Name & Capacity No. of Units No. of Hours Hourly Rate Amount (PHP)
Equipment:
a. Minor Tools (10% of labor cost) 1 1.00 ₱20,748.35 ₱20,748.35
B
B
Sub-total for B ₱20,748.35
C Total (A+B) ₱228,231.82
D Output per hour (cu.m.) 6.50
E Direct Unit Cost (C/D) ₱35,113.28
Name & Specification Unit Quantity Unit Cost Amount (PHP)
Materials
PVC Board (18mmx1.2mx2.44m) pc 69.00 ₱2,300.00 ₱158,700.00
F Cocolumber (2''x3"x12) bdft 42.00 ₱35.00 ₱1,470.00
CWN Assorted kg 80.00 ₱80.00 ₱6,400.00
Sub-total for F ₱166,570.00
G Direct Unit Cost (C+F) ₱394,801.82
H Overhead, Contigencies and Miscellaneous (OCM) 12.00 % of G ₱47,376.22
I Contractor's Profit (CP) 8.00 % of G ₱31,584.15
J Value Added Tax (VAT) 5 % of ( G + H + I ) ₱23,688.11
K Total Unit Cost (G+H+I+J) ₱497,450.29
DETAILED UNIT PRICE ANALYSIS (DUPA)
PARKING SPACES
Item No./Description : Stripping of Forms
Unit of Measurement : 1260 sq.m.
Output : 6.428571429 sq.m. / hr 25
Designation No. of Person No. of Hours Hourly Rate Amount (PHP)
Labor
a. Foreman 1 196.00 ₱134.93 ₱26,446.28
A b. Skilled Labor 6 196.00 ₱99.99 ₱117,588.24
c. Unskilled Labor 5 196.00 ₱66.93 ₱65,591.40
Sub-total for A ₱209,625.92
Name & Capacity No. of Units No. of Hours Hourly Rate Amount (PHP)
Equipment:
a. Minor Tools (10% of labor cost) 1 1.00 ₱20,962.59 ₱20,962.59
B
Sub-total for B ₱20,962.59
C Total (A+B) ₱230,588.51
D Output per hour (cu.m.) 6.43
E Direct Unit Cost (C/D) ₱35,869.32
Name & Specification Unit Quantity Unit Cost Amount (PHP)
Materials
F
Sub-total for F ₱0.00
G Direct Unit Cost (C+F) ₱230,588.51
H Overhead, Contigencies and Miscellaneous (OCM) 12.00 % of G ₱27,670.62
I Contractor's Profit (CP) 8.00 % of G ₱18,447.08
J Value Added Tax (VAT) 5 % of ( G + H + I ) ₱13,835.31
K Total Unit Cost (G+H+I+J) ₱290,541.53
DETAILED UNIT PRICE ANALYSIS (DUPA)
PARKING SPACES
Item No./Description : Poles and Lighting
Unit of Measurement : L.S
Output : 1
Designation No. of Person No. of Hours Hourly Rate Amount (PHP)
Labor
a. Foreman 1 20.00 ₱134.93 ₱2,698.60 3
A b. Skilled Labor 2 20.00 ₱72.64 ₱2,905.65
c. Unskilled Labor 3 20.00 ₱66.93 ₱4,015.80
Sub-total for A ₱9,620.05
Name & Capacity No. of Units No. of Hours Hourly Rate Amount (PHP)
Equipment:
Sub-total for B ₱0.00
C Total (A+B) ₱9,620.05
D Output per hour (cu.m.) 1.00
E Direct Unit Cost (C/D) ₱9,620.05
Name & Specification Unit Quantity Unit Cost Amount (PHP)
Materials
Solar street Light unit 20.00 ₱8,820.00 ₱176,400.00
F
F
Sub-total for F ₱176,400.00
G Direct Unit Cost (C+F) ₱186,020.05
H Overhead, Contigencies and Miscellaneous (OCM) 12.00 % of G ₱22,322.41
I Contractor's Profit (CP) 8.00 % of G ₱14,881.60
J Value Added Tax (VAT) 5 % of ( G + H + I ) ₱11,161.20
K Total Unit Cost (G+H+I+J) ₱234,385.26
DETAILED UNIT PRICE ANALYSIS (DUPA)
PARKING SPACES
Item No./Description : Painting Works
Unit of Measurement : 1410 sq.m.
Output : 17.625 sq.m. / hr
Designation No. of Person No. of Hours Hourly Rate Amount (PHP)
Labor
a. Foreman 1 80.00 ₱134.93 ₱10,794.40
A b. Skilled Labor 4 80.00 ₱72.64 ₱23,245.20
c. Unskilled Labor 2 80.00 ₱66.93 ₱10,708.80
10
Sub-total for A ₱44,748.40
Name & Capacity No. of Units No. of Hours Hourly Rate Amount (PHP)
Equipment:
Air Compressor (for Spray Painting 3 80.00 ₱371.00 ₱89,040.00
B
b. Minor Tools (10% of labor cost) 1 1.00 ₱4,474.84 ₱4,474.84
Sub-total for B ₱93,514.84
C Total (A+B) ₱138,263.24
D Output per hour (cu.m.) 17.63
E Direct Unit Cost (C/D) ₱7,844.72
Name & Specification Unit Quantity Unit Cost Amount (PHP)
Materials
Concrete Neutralizer L 138.00 ₱132.00 ₱18,216.00
Paint Thinner gal 46.00 ₱310.00 ₱14,260.00
F Patching Compund gal 20.00 ₱550.00 ₱11,000.00
Acrylic Latex Paint gal 216.00 ₱950.00 ₱205,200.00
Consumables (5% Materials Cost) - 1.00 ₱1.00 ₱12,433.80
Sub-total for F ₱261,109.80
G Direct Unit Cost (C+F) ₱399,373.04
H Overhead, Contigencies and Miscellaneous (OCM) 12.00 % of G ₱47,924.76
I Contractor's Profit (CP) 8.00 % of G ₱31,949.84
J Value Added Tax (VAT) 5 % of ( G + H + I ) ₱23,962.38
K Total Unit Cost (G+H+I+J) ₱503,210.03
PARKING SPACES
Item No./Description : Road Signages
Unit of Measurement : 7 pc
Output : 0.4 pc / hr
Designation No. of Person No. of Hours Hourly Rate Amount (PHP)
Labor
a. Foreman 1 17.50 ₱134.93 ₱2,361.28
A b. Skilled Labor 2 17.50 ₱72.64 ₱2,542.44
c. Unskilled Labor 2 17.50 ₱66.93 ₱2,342.55
Sub-total for A ₱7,246.27
Name & Capacity No. of Units No. of Hours Hourly Rate Amount (PHP)
Equipment:
B b. Minor Tools (10% of labor cost) 1 1.00 ₱724.63 ₱724.63
Sub-total for B ₱724.63
C Total (A+B) ₱7,970.90
D Output per hour (cu.m.) 0.40
E Direct Unit Cost (C/D) ₱19,927.24
Name & Specification Unit Quantity Unit Cost Amount (PHP)
Materials
Portland Cement bags 5.00 ₱275.00 ₱1,375.00
Sand cu.m 0.30 ₱1,310.00 ₱393.00
Gravel cu.m 0.70 ₱1,435.00 ₱1,004.50
Form Lumber - 4 uses bd.ft 50.00 ₱35.00 ₱1,750.00
F 3" G.I Pipe pc 5.00 ₱800.00 ₱4,000.00
Plate kg 10.00 ₱48.00 ₱480.00
Bolts, 5mm Ø pc 60.00 ₱13.00 ₱780.00
Sign Face, 3mm thk. Aluminum Sheet pc 7.00 ₱5,450.00 ₱38,150.00
Assorted CWN kg 0.70 ₱100.00 ₱70.00
Sub-total for F ₱48,002.50
G Direct Unit Cost (C+F) ₱55,973.40
H Overhead, Contigencies and Miscellaneous (OCM) 12.00 % of G ₱6,716.81
I Contractor's Profit (CP) 8.00 % of G ₱4,477.87
J Value Added Tax (VAT) 5 % of ( G + H + I ) ₱3,358.40
K Total Unit Cost (G+H+I+J) ₱70,526.48
DETAILED UNIT PRICE ANALYSIS (DUPA)
PARKING SPACES
Item No./Description : Demobilization
Unit of Measurement : L.S.
Output : 1
Item Unit Quantity Unit Cost Amount (PHP)
a. Truck Mounted Crane Trip 1.00 ₱7,500.00 ₱7,500.00
b. Excavator Trip 2.00 ₱25,000.00 ₱50,000.00
c. Dump truck Trip 1.00 ₱7,500.00 ₱7,500.00
d. Manpower Person 15.00 ₱1,000.00 ₱15,000.00
e. Permit and Clearance L.S. 1.00 ₱3,000.00 ₱3,000.00
f. Toll Fees and Miscellaneous L.S. 1.00 ₱5,000.00 ₱5,000.00
g. Utilities Connection L.S 1.00 ₱10,000.00 ₱10,000.00
h. Barracks & Office L.S 3.00 ₱15,000.00 ₱45,000.00
A Sub-total for A ₱143,000.00
Name & Capacity No. of Units No. of Hours Hourly Rate Amount (PHP)
Labor
a. Foreman 1 16.00 ₱134.93 ₱2,158.88
b. Highly Skilled Operator 3 16.00 ₱99.99 ₱4,799.52
c.. Unskilled Labor 4 16.00 ₱75.35 ₱4,822.40
B Sub-total for B ₱11,780.80
Name & Capacity No. of Units No. of Hours Hourly Rate Amount (PHP)
Equipment:
a. Minor Tools (10% of labor cost) 1 1.00 ₱14,300.00 ₱14,300.00
C Sub-total for C ₱14,300.00
D Total (A+B+C) ₱169,080.80
E Output per hour (unit) ₱1.00
F Direct Unit Cost (Price per unit) ₱169,080.80
Name & Specification Unit Quantity Unit Cost Amount (PHP)
Materials
G Sub-total for G ₱0.00
H Direct Unit Cost (C+F) ₱169,080.80
I Overhead, Contigencies and Miscellaneous (OCM) 12.00 % of G ₱20,289.70
J Contractor's Profit (CP) 8.00 % of G ₱13,526.46
K Value Added Tax (VAT) 5 % of ( H + I + J ) ₱10,144.85
L Total Unit Cost ( H+I+J+K) ₱213,041.81
DETAILED UNIT PRICE ANALYSIS (DUPA)
PARKING SPACES
Item No./Description : Occupational Safety and Health Program
Unit of Measurement : 1 L.S
Output :
Designation No. of Person No. of Hours Hourly Rate Amount (PHP)
Labor
A a. Safety Officer 1 976.00 187.50 ₱183,000.00
Sub-total for A ₱183,000.00
Name & Capacity No. of Units No. of Hours Hourly Rate Amount (PHP)
Equipment:
B
Sub-total for B
C Total (A+B) ₱183,000.00
D Output per hour (unit) 166.65
E Direct Unit Cost (Price per unit) ₱183,000.00
Name & Specification Unit Quantity Unit Cost Amount (PHP)
Materials
Safety Helmet man-days 16 338 5,408.00
Safety Shoes man-days 16 1950 31,200.00
Safety Gloves man-days 16 130 2,080.00
Safety Vest man-days 16 235 3,760.00
F
Rain Coats man-days 16 415 6,640.00
Eye Googles man-days 16 145 2,320.00
Misc. (Cabinet/ Medicines) Lot 7 832.32 5,826.24
Sub-total for F ₱51,826.24
G Direct Unit Cost (C+F) ₱234,826.24
H Overhead, Contigencies and Miscellaneous (OCM) 12.00 % of G ₱28,179.15
I Contractor's Profit (CP) 8.00 % of G ₱18,786.10
J Value Added Tax (VAT) 5 % of ( G + H + I ) ₱14,089.57
K Total Unit Cost (G+H+I+J) ₱295,881.06
DETAILED UNIT PRICE ANALYSIS (DUPA)
PARKING SPACES
SUMMARY
Item No./Description : Total Unit Cost
Project Billboard/ Signboard ₱8,049.57
Mobilization ₱213,041.81
103.2.1 Clearing and Grubbing ₱98,725.17
103.2.2 Excavation ₱778,420.70
Gravel Bedding ₱533,185.22
Rebar Fabrication ₱2,634,881.69
Rebar Installation ₱193,584.47
A 900 - Reinforced Concrete ₱2,781,494.12
Formworks Installation ₱497,450.29
Stripping of Forms ₱290,541.53
Poles and Lighting ₱234,385.26
Painting Works ₱503,210.03
Road Signages ₱70,526.48
Demobilization ₱213,041.81
Occupational Safety and Health Program ₱295,881.06
Total ₱9,346,419.21
.
HOURS DAYS
5.00 0.63
3.46 0.43
5.31 0.66
104.38 13.05
19,762,501.62 3820
5173.429743
11,613,269.06 4169.75
2785.123583
DURATION GANG SIZE
8 1 3
16 2 8
21 3 9
75.6 10 9
48.9 7 8
113.4 15 12
68.04 9 12
105 14 16
193.85 25 13
196 25 12
20 3 6
80 10 7
17.5 3 5
16 2 8
0
8,744.54
160,904.68
₱9,516,068.43
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
SUMMARY
Item No./Description : Total Unit Cost
Project Billboard/ Signboard ₱12,932.07
Mobilization ₱277,063.92
Construction of the Field Office of the Engineer ₱345,635.45
Clearing and Grubbing ₱28,367.54
Site Surveying ₱229,582.08
Excavation ₱585,101.41
Gravel Bedding ₱1,074,881.20
Cistern Tank ₱452,911.56
Catch Basin ₱279,159.82
Septic Tank ₱737,503.30
Scaffolding Works ₱867,831.79
Rebar Fabrication of Footing and Column (First Floor) ₱2,888,675.79
Rebar Installation of Footing and Column (First Floor) ₱497,506.67
Formworks Fabrication for Column and Footing (First Floor) ₱1,028,822.79
Formworks Installation Column and Footing (First Floor) ₱133,497.86
Concreting of Footing and Column (First Floor) ₱14,560,076.26
Stripping of Forms ₱111,442.49
Backfilling and Compaction ₱1,190,887.75
Rebar Installation for Slab on Grade (First Floor) ₱2,073,385.79
Pipe Laying (First Floor) ₱216,762.39
Plumbing Rough Ins (First Floor) ₱382,371.14
Electrical Conduits Laying (First Floor) ₱1,101,895.39
Wires And Wiring Installation (First Floor) ₱1,987,001.17
Formworks Fabriction of Slab on Grade ₱258,821.92
Formworks Installation Slab on Grade ₱50,114.40
Concreting of Slab on Grade ₱9,502,949.33
Stripping of Forms of Slab on Grade ₱62,924.95
Rebar Fabrication of Column (Second Floor) ₱820,602.06
Rebar Installation of Column (Second Floor) ₱217,163.06
Concreting of Columns (Second Floor) ₱3,830,154.65
Rebar Fabrication of Beams (Second Floor) ₱772,188.17
Rebar Installation of Beams (Second Floor) ₱170,969.50
Rebar Installation of Suspended Slabs (Second Floor) ₱3,308,444.03
Pipe Laying (Second Floor) ₱91,031.08
Plumbing Rough Ins (Second Floor) ₱295,576.82
Electrical Conduits Laying (Second Floor) ₱1,054,170.69
Wires And Wiring Installation (Second Floor) ₱568,852.15
Formworks Fabrication (Second Floor) ₱1,568,093.15
Formworks Installation (Second Floor) ₱202,808.07
Concreting of Beams and Slab (Second Floor) ₱5,655,547.24
Stripping of Forms (Second Floor) ₱137,257.56
Rebar Fabrication of Column (Third Floor) ₱852,432.00
Rebar Installation of Column (Third Floor) ₱219,632.66
Concreting of Columns (Third Floor) ₱3,830,329.68
Rebar Fabrication of Beams (Third Floor) ₱2,390,322.15
Rebar Installation of Beams (Third Floor) ₱286,446.36
Rebar Installation of Suspended Slabs (Third Floor) ₱3,105,345.60
Pipe Laying (Third Floor) ₱82,274.38
Plumbing Rough Ins (Third Floor) ₱249,355.51
A Electrical Conduits Laying (Third Floor) ₱915,653.00
Wires And Wiring Installation (Third Floor) ₱990,250.86
Formworks Fabrication (Third Floor) ₱1,749,091.50
Formworks Installation (Third Floor) ₱187,652.16
Concreting of Beams and Slab (Third Floor) ₱5,933,646.97
Stripping of Forms (Third Floor) ₱156,674.61
Rebar Fabrication of Column (Fourth Floor) ₱852,583.23
Rebar Installation of Column (Fourth Floor) ₱218,662.19
Concreting of Columns (Fourth Floor) ₱3,871,883.54
Rebar Fabrication of Beams (Fourth Floor) ₱2,085,584.25
Rebar Installation of Beams (Fourth Floor) ₱109,790.45
Rebar Installation of Suspended Slabs (Fourth Floor) ₱2,811,809.07
Pipe Laying (Fourth Floor) ₱96,417.13
Plumbing Rough Ins (Fourth Floor) ₱227,436.02
Electrical Conduits Laying (Fourth Floor) ₱1,044,148.33
Wires And Wiring Installation (Fourth Floor) ₱1,323,837.96
Formworks Fabrication (Fourth Floor) ₱1,981,175.62
Formworks Installation (Fourth Floor) ₱189,258.65
Concreting of Beams and Slab (Fourth Floor) ₱6,536,119.15
Stripping of Forms (Fourth Floor) ₱125,499.19
Rebar Fabrication of Beams (Roof Deck) ₱2,515,238.61
Rebar Installation of Beams (Roof Deck) ₱117,920.67
Rebar Installation of Suspended Slabs (Roof Deck) ₱2,760,514.14
Formworks Fabrication (Roof Deck) ₱2,198,625.78
Formworks Installation (Roof Deck) ₱139,715.90
Concreting of Beams and Slab (Roof Deck) ₱8,786,850.13
Stripping of Forms (Roof Deck) ₱152,260.75
Emergency Stairs Railings Fabrication & Installation ₱2,462,047.92
CHB Laying (Class B Mixture) ₱6,365,398.23
Waterproofing ₱360,443.21
Panel Board And Circ. Breakers Installation ₱788,821.56
Plastering (Class B Mixture) ₱9,558,901.39
Ceiling & Framework ₱2,712,565.55
Electrical Fixtures Installation ₱1,166,703.00
Plumbing Fixtures Installation ₱1,827,405.22
Installation of Doors and Windows ₱10,112,681.90
Tile Works ₱9,913,446.15
Paint Works ₱3,434,094.00
Scaffolding Works (Dismatnling) ₱655,071.11
Ventilation Works ₱15,228,573.94
Fire Protection Fabrication & Installation ₱11,736,025.87
Glass Works ₱33,431,262.48
Solar System ₱1,933,377.01
Green Infrastracture (Plant Box Underdrain) ₱528,026.98
Gravel Bedding Manual (Green Infrastructure) ₱194,454.23
Green Infrastracture (Vegetation) ₱2,169,492.71
Water Supply System ₱1,645,017.89
Generator Set ₱4,858,034.58
Elevator Installation ₱11,970,000.00
Demobilization ₱196,070.11
Occupational Safety and Health Program ₱1,584,069.73
Total ₱253,557,387.40
DETAILED UNIT PRICE ANALYSIS (DUPA)
CANDELARIA OPERATION CENTER
SUMMARY
Item No./Description : Total Unit Cost
Project Billboard/ Signboard ₱8,049.57
Mobilization ₱228,420.86
Construction of the Field Office of the Engineer ₱240,585.66
Clearing and Grubbing ₱4,838.03
Termite Control Work ₱602,166.95
Site Surveying ₱87,156.72
Structural Excavation ₱176,852.22
Gravel Bedding ₱110,440.40
Catch Basin ₱50,708.60
Septic Tank ₱112,156.60
Scaffolding Works ₱99,731.92
Rebar Fabrication of Column and Footing (First Floor) ₱513,032.38
Rebar Installation of Column and Footing (First Floor) ₱18,433.80
Formworks Fabrication (First Floor) ₱404,904.70
Formworks Installation (First Floor) ₱42,820.52
Concrete Pouring and Curing For Footing and Column (First
Floor) ₱887,833.81
Stripping of Forms (First Floor) ₱10,953.96
Backfilling and Compaction ₱336,143.27
Rebar Installation for Slab on Grade (First Floor) ₱115,249.29
Slab on Grade (First Floor) ₱769,053.98
Formworks Fabrication for Slab on grade ₱20,465.61
Formworks Installation on Slab on grade ₱4,703.21
Rebar Fabrication of Column (Grade 60) (Second Floor) ₱399,123.71
Rebar Installation of Column (Second Floor) ₱13,012.93
Formworks Fabrication for Column (Second Floor) ₱858,027.65
Formworks Installation on Column (Second Floor) ₱42,322.49
Rebar Fabrication (Grade 60) for Beams (Second Floor) ₱287,917.08
Rebar Installation for Beams (Second Floor) ₱42,322.49
Rebar Installation for Suspended Slab (Second Floor) ₱287,917.08
Formworks Fabrication of Beam and Suspended Slab
(Second Floor) ₱238,384.56
Formworks Installation Beam and Suspended Slab (Second
Floor) ₱36,882.62
Concreting of Columns (Second Floor) ₱377,387.39
Concreting of Beams (Second Floor) ₱567,846.91
A
Concreting Suspended Slab (Second Floor) ₱778,035.14
Stripping of Forms ₱19,411.90
Rebar Fabrication (Grade 60) for Roof Beams ₱262,691.45
Rebar Installation for Roof Beams ₱28,856.27
Formworks Fabrication for Roof Beams ₱148,702.83
Formworks Installation for Roof Beams ₱8,333.40
Concreting of Roof Beams ₱674,109.23
Stripping of Forms in Roof Beam ₱12,864.79
Structural Steel Roof of Truss ₱1,138,646.04
Structural Steel Purlins ₱355,290.42
Corrugated Metal Roofing ₱272,786.47
Fabricated Metal Roofing Accessory (Gutter) ₱28,353.46
Plumbing Rough Ins ₱151,280.19
Pipe Laying ₱89,865.20
Electrical Conduits Laying ₱95,731.77
Panel Board And Circ. Breakers Installation ₱50,864.69
Wires And Wiring Installation ₱84,345.68
Electrical Fixtures ₱141,691.33
CHB Laying (Class B Mixture) ₱1,288,010.37
Plumbing Fixtures Installation ₱335,284.87
Waterproofing ₱125,849.71
Plastering (Class B Mixture) ₱405,168.04
Ceiling & Framework ₱304,578.06
Doors ₱617,434.42
Aluminum Frame Glass Window ₱276,340.55
Tile Works ₱717,949.93
Paint Works ₱782,148.84
Scaffolding Works Dismantling ₱32,840.01
Ventilation Works ₱749,168.65
Fire Protection Fabrication & Installation ₱2,523,677.83
Other Building Accessories ₱117,304.55
Demobilization ₱146,017.07
Occupational Safety and Health Program ₱795,782.23
Total ₱21,555,262.34
DETAILED UNIT PRICE ANALYSIS (DUPA)
#REF!
SUMMARY
Item No./Description : Total Unit Cost
Project Billboard/ Signboard ₱8,049.57
Mobilization ₱228,420.86
Construction of the Field Office of the Engineer ₱240,585.66
Clearing and Grubbing ₱13,655.66
Site Surveying ₱87,156.72
Termite Control Work ₱823,662.80
Structural Excavation ₱215,412.27
Gravel Bedding ₱280,550.07
Catch Basin ₱115,540.68
Septic Tank ₱253,677.79
Scaffolding Works ₱669,350.31
Rebar Fabrication of Column and Footing (First Floor) ₱795,418.84
Rebar Installation of Column and Footing (First Floor) ₱114,530.47
Formworks Fabrication for Column and Footing (First Floor) ₱582,363.18
Formworks Installation for Column and Footing (First Floor) ₱28,815.37
Concrete Pouring and Curing for Footing and Column (First ₱2,025,729.17
Floor)
Stripping of Forms (First Floor) ₱17,117.00
Backfilling and Compaction ₱399,791.29
Rebar Installation for Slab on Grade (First Floor) ₱1,030,964.03
Concreting For Slab on Grade ₱2,332,034.64
Rebar Fabrication for Beams ₱598,683.92
Rebar Installation For Beams ₱92,364.82
Formworks Fabrication For Beams ₱184,098.65
Formworks Installation for Beams ₱19,736.66
Concreting for Beams ₱211,543.68
Stripping of forms for Beams ₱15,565.19
Rebar Fabrication for Suspended Slab ₱224,890.11
Rebar Installation for Suspended Slab ₱56,445.07
Formworks Fabrication For Suspened Slabs ₱352,902.97
Formworks Installation ₱18,911.00
Concreting For Suspended Slab ₱801,186.04
A Stripping of Forms ₱19,864.68
Rebar Fabrication of Roof Beam ₱204,097.97
Rebar Installation of Roof Beam ₱51,476.67
Formworks Fabrication For Roof Beam ₱110,763.82
Formworks Installation of Roof Beam ₱6,929.10
Concreting For Roof Beam ₱217,313.91
Stripping of Forms ₱4,547.07
Structural Steel Roof Of Truss ₱3,596,904.45
Structural Steel Purlins ₱1,703,302.29
Corrugated Metal Roofing ₱1,047,509.37
Fabricated Metal Roofing Accessory (Gutter) ₱59,316.82
Plumbing Rough Ins ₱319,508.65
Pipe Laying ₱106,615.64
Electrical Conduits Laying ₱92,766.94
Panel Board And Circ. Breakers Installation ₱55,450.27
Wires Installation ₱120,809.50
Electrical Fixtures ₱165,600.34
CHB Laying (Class B Mixture) ₱928,752.99
Plumbing Fixtures Installation ₱175,930.32
Waterproofing ₱180,606.83
Plastering (Class B Mixture) ₱567,895.68
Ceiling & Framework ₱354,661.73
Installation of Doors ₱408,543.61
Installation of Glass Windows ₱2,310,808.65
Tile Works ₱193,462.15
Paint work ₱2,772,154.70
Scaffolding Works (Stripping) ₱72,974.58
Ventilation Works ₱3,045,633.49
Fire Protection Fabrication & Installation ₱2,511,872.86
Other Building Accessories ₱1,062,076.96
Demobilization ₱152,190.86
Occupational Safety and Health Program ₱944,304.73
Total ₱36,403,802.15
DETAILED UNIT PRICE ANALYSIS (DUPA)
PARK/MONUMENT
SUMMARY
Item No./Description : Total Unit Cost
Project Billboard/ Signboard ₱8,049.57
Mobilization ₱213,041.81
Clearing and Grubbing ₱87,366.38
Excavation ₱181,157.70
Gravel Bedding ₱838,555.35
A
Backfilling and Compation ₱943,996.73
Poles and Lighting ₱123,253.26
Landscaping ₱11,781,837.11
Demobilization ₱108,580.80
Occupational Safety and Health Program ₱130,091.17
Total ₱14,415,929.89
DETAILED UNIT PRICE ANALYSIS (DUPA)
PERIMETER FENCE
SUMMARY
Item No./Description : Total Unit Cost
Project Billboard/ Signboard ₱8,049.57
Mobilization ₱213,041.81
103.2.1 Clearing and Grubbing ₱4,008.53
103.2.2 Excavation ₱102,212.47
Backfill and Compacting ₱90,769.36
Gravel Bedding ₱112,861.54
900 - Reinforced Concrete ₱1,901,488.41
Rebar (Fabrication) ₱2,935,477.66
A Rebar Installation ₱437,827.76
Formworks ₱527,274.99
Stripping of Forms ₱183,459.39
150mm CHB non-load bearing ₱685,013.72
Cement Plaster Finish ₱554,835.28
Steel Grill ₱1,882,623.58
Painting Works ₱246,082.76
Demobilization ₱136,811.81
Occupational Safety and Health Program ₱412,945.85
Total ₱10,434,784.49
DETAILED UNIT PRICE ANALYSIS (DUPA)
ELEVATED WATER TANK
SUMMARY
Item No./Description : Total Unit Cost
Project Billboard/ Signboard ₱8,049.57
A
Mobilization (Unloading of Materials) ₱3,687.77
103.2.1 Clearing and Grubbing ₱2,505.33
103.2.2 Excavation ₱6,673.14
900 - Reinforced Concrete ₱13,376.36
Rebar Works ₱18,059.97
A
Scaffolding Works ₱27,975.96
Structural Frame Erection ₱58,432.67
403.3.3 Fabrication ₱955,996.51
Item 1201 Water Pumping System ₱1,762,919.07
Item 1032 Painting Works ₱53,668.25
Occupational Safety and Health Program ₱90,873.67
Total ₱3,002,218.27
DETAILED UNIT PRICE ANALYSIS (DUPA)
ROAD NETWORK ACCESS AND DRAINAGE SYSTEM LAYOUT
SUMMARY
Item No./Description : Total Unit Cost
Project Billboard/ Signboard ₱8,049.57
Mobilization ₱213,041.81
103.2.1 Clearing and Grubbing ₱93,149.45
103.2.2 Roadway Excavation ₱1,891,959.51
Drainage Excavation ₱1,975,724.73
Gravel Bedding ₱1,322,136.59
Backfill ₱483,449.42
Subbase Course Embankment and Compaction ₱597,997.11
Asphalt Stabilized Road Mix Base Course ₱2,481,393.88
Gravel Surface Course ₱590,662.13
A
Bituminous Prime Coat ₱578,076.64
Pipe Culvert, 460 mm ⌀ (18") ₱874,299.02
Underdrain ₱195,995.03
Manhole/Catch Basin ₱650,110.93
Structural Concrete ₱5,303,499.32
Pavement Markings ₱26,647.81
Road Signs ₱57,610.16
Concrete Cover ₱11,005.69
Demobilization ₱136,811.81
Occupational Safety and Health Program ₱405,497.23
Total ₱17,897,117.83
DETAILED UNIT PRICE ANALYSIS (DUPA)
PARKING SPACES
SUMMARY
Item No./Description : Total Unit Cost
Project Billboard/ Signboard ₱8,049.57
Mobilization ₱213,041.81
103.2.1 Clearing and Grubbing ₱98,725.17
103.2.2 Excavation ₱778,420.70
Gravel Bedding ₱533,185.22
Rebar Fabrication ₱2,634,881.69
Rebar Installation ₱193,584.47
A 900 - Reinforced Concrete ₱2,781,494.12
Formworks Installation ₱497,450.29
Stripping of Forms ₱290,541.53
Poles and Lighting ₱234,385.26
Painting Works ₱503,210.03
Road Signages ₱70,526.48
Demobilization ₱213,041.81
Occupational Safety and Health Program ₱295,881.06
Total ₱9,346,419.21
GRAVELBEDDING
Designation
Labor
a. Foreman
b. Unskilled Labor
Sub-total for A
Name & Capacity
Equipment:
a. Plate Compactor
b. Excavator 0.3 cu.m. bucket
b. Minor Tools (10% of labor cost)
Sub-total for B
Name & Specification
Materials
GRAVEL G1
Sub-total for F
Mobilization
Item
a. Truck Mounted Crane
b. Excavator
c. Dump truck
d. Manpower
e. Permit and Clearance
f. Toll Fees and Miscellaneous
g. Utilities Connection
h. Barracks & Office
Sub-total
Name & Capacity
Equipment:
a. Truck Mounted Crane
b. Minor Tools (10% of labor cost)
Sub-total
Direct Unit Cost
Clearing and Grubbing
Designation
Labor
a. Foreman
b. Unskilled Labor
Sub-total
Name & Capacity
Equipment:
a. Minor Tools (10% of labor cost)
Sub-total
Direct Unit Cost
Site Surveying
Designation
Labor
a. Surveyor
b. Assistant Surveyor
c. Laborer/Helper
Sub-total
Name & Capacity
Equipment:
a.Total Station/Transit Rental
b. GPS Equipment Rental
c. Measuring Tools (Level Rod, Tape)
Sub-total
Direct Unit Cost
Structural Excavation
Designation
Labor
a. Foreman
b. Highly Skilled Operator
c. Unskilled Labor
Sub-total
Name & Capacity
Equipment:
a. Excavator 0.8 cu.m. bucket
b. Minor Tools (10% of labor cost)
Sub-total
Direct Unit Cost
Termite Control Work
Designation
Labor
a. Foreman
b. Unskilled Labor
Sub-total
Name & Capacity
Equipment:
a. Backpack Power Sprayer
b. Minor Tools (10% of labor cost)
Sub-total
Materials
Termiticide
Sub-total
Direct Unit Cost
Gravel Bedding
Designation
Labor
a. Foreman
b. Unskilled Labor
Sub-total
Name & Capacity
Equipment:
a. Plate Compactor
b. Excavator 0.3 cu.m. bucket
b. Minor Tools (10% of labor cost)
Sub-total
Materials
GRAVEL G1
Sub-total
Direct Unit Cost
Reinforced Concrete for Wall Footings And Colum
Designation
Labor
a. Foreman
b. Skilled Labor
c. Unskilled Labor
Sub-total
Name & Capacity
Equipment:
a.Concrete Vibrator
b. Concrete Pump Trailer Mounted
c. Boom Concrete Pump
d. Minor Tools (10% of labor cost)
Sub-total
Materials
READY MIX CONCRETE 4000PSI @ 14 DAYS
Sub-total
Direct Unit Cost
Rebar Fabrication (Grade 60) for Columns and Wall Foo
Designation
Labor
a. Foreman
b. Steelman
c. Unskilled Labor
Sub-total
Name & Capacity
Equipment:
Bar Cutter
Bar Bender
Minor Tools (10% of Labor Cost)
Sub-total
Materials Reinforcing Steel bars Deformed Grade 60
Sub-total
Direct Unit Cost
Rebar Installation
Designation
Labor
a. Foreman
b. Steelman
c. Unskilled Labor
Sub-total
Name & Capacity
Equipment:
a. Minor Tools (10% of labor cost)
Sub-total
Materials
G.I Wire #16
Sub-total
Direct Unit Cost
Reinforced Concrete for Beams
Designation
Labor
a. Foreman
b. Skilled Labor
c. Unskilled Labor
Sub-total
Name & Capacity
Equipment:
a.Concrete Vibrator
b. Concrete Pump Trailer Mounted
c. Boom Concrete Pump
d. Minor Tools (10% of labor cost)
Sub-total
Materials
READY MIX CONCRETE 4000PSI @ 14 DAYS
Sub-total
Direct Unit Cost
Rebar Fabrication (Grade 60) Beams
Designation
Labor
a. Foreman
b. Steelman
c. Unskilled Labor
Sub-total
Name & Capacity
Equipment:
Bar Cutter
Bar Bender
Minor Tools (10% of Labor Cost)
Sub-total
Materials Reinforcing Steel bars Deformed Grade 60
Sub-total
Direct Unit Cost
Rebar Installation
Designation
Labor
a. Foreman
b. Steelman
c. Unskilled Labor
Sub-total
Name & Capacity
Equipment:
a. Minor Tools (10% of labor cost)
Sub-total
Materials
G.I Wire #16
Sub-total
Direct Unit Cost
Suspended Slab
Designation
Labor
a. Foreman
b. Skilled Labor
c. Unskilled Labor
Sub-total
Name & Capacity
Equipment:
a.Concrete Vibrator
b. Concrete Pump Trailer Mounted
c. Boom Concrete Pump
d. Minor Tools (10% of labor cost)
Sub-total
Materials
READY MIX CONCRETE3500PSI @ 14 DAYS
Sub-total
Direct Unit Cost
Rebar Installation
Designation
Labor
a. Foreman
b. Steelman
c. Unskilled Labor
Sub-total
Name & Capacity
Equipment:
Bar Cutter
Bar Bender
Minor Tools (10% of Labor Cost)
Sub-total
Materials Reinforcing Steel bars Deformed Grade 60
G.I Wire #16
Consumables (5% of material Cost)
Sub-total
Direct Unit Cost
slab on grade
Designation
Labor
a. Foreman
b. Skilled Labor
c. Unskilled Labor
Sub-total
Name & Capacity
Equipment:
a.Concrete Vibrator
b. Concrete Pump Trailer Mounted
c. Boom Concrete Pump
d. Minor Tools (10% of labor cost)
Sub-total
Materials
READY MIX CONCRETE 3500PSI @ 14 DAYS
Sub-total
Direct Unit Cost
Formworks Fabrication
Designation
Labor
a. Foreman
b. Skilled Labor
c. Unskilled Labor
Sub-total
Name & Capacity
Equipment:
a. Minor Tools (10% of labor cost)
Sub-total
Materials
PVC Board (18mmx1.2mx2.44m)
Cocolumber (2''x3"x12)
CWN Assorted
Sub-total
Direct Unit Cost
Formworks Installation
Designation
Labor
a. Foreman
b. Skilled Labor
c. Unskilled Labor
Sub-total
Name & Capacity
Equipment:
a. Minor Tools (10% of labor cost)
Sub-total
Materials
CWN Assorted
Sub-total
Direct Unit Cost
Stripping of Forms
Designation
Labor
a. Foreman
b. Skilled Labor
c. Unskilled Labor
Sub-total
Name & Capacity
Equipment:
a. Minor Tools (10% of labor cost)
Sub-total
Materials
Sub-total
Direct Unit Cost
Plumbing Works (Sanitary, Drainage & Waterline)
Designation
Labor
a. Foreman
b. Skilled Labor
c. Unskilled Labor
Sub-total
Name & Capacity
Equipment:
a. Minor Tools (10% of labor cost)
Sub-total
Materials
PVC PIPES (202mm D)
PVC PIPES (151mm D)
PVC PIPES (101mm D)
PVC PIPES (76mm D)
PVC PIPES (50mm D)
PVC TEE (50mm D)
PVC 45deg. (3mm BEND x 50mm)
PVC 45deg. (3mm BEND x 76mm)
PVC 45deg. (3mm BEND x 101mm)
PVC 90deg (3mm BEND x 50mm)
PVC 90deg (3mm BEND x 76mm)
PVC 90deg (3mm BEND x 101mm)
PVC P-TRAP W/ PLUG & SEALING RING (50mm)
PVC P-TRAP W/ PLUG & SEALING RING (76mm)
PVC CLEAN-OUT W/ PLUG & SEALING RING (101mm)
PVC 45deg. SINGLE BRANCH, WYE (101mm x 50mm)
PVC 45deg. SINGLE BRANCH, WYE (101mm x 76mm)
PVC 45deg. SINGLE BRANCH, WYE (101mm x 101mm)
WATER METER
SOLVENT
G.I. PIPES (50mm D)
G.I. TEE, BANDED (50mm D)
G.I UNIONS, FLAT SEAT (50mm D)
G.I REDUCER (25.4mm D)
G.I. COUPLING ELBOW (50mm D)
BRONZE FAUCETS (12.7mm D)
GATE VALVE 25MM DIA
FLOOR DRAIN
TEFFLON TAPE
Sub-total
Direct Unit Cost
Electrical Works
Designation
Labor
a. Foreman
b. Skilled Labor
c. Unskilled Labor
Sub-total
Name & Capacity
Equipment:
a. Minor Tools (10% of labor cost)
Sub-total
Materials
Sub-total
Direct Unit Cost
CHB Laying (Class B Mixture)
Designation
Labor
a. Foreman
b. Skilled Labor
c. Unskilled Labor
Sub-total
Name & Capacity
Equipment:
a. Minor Tools (10% of labor cost)
Sub-total
Materials
CHB 6"
CHB 4"
Sand S1
Portland Cement 40 kg
G.I Tie Wires #16
Deformed Bars 10mm dia. x 12 m
Sub-total
Direct Unit Cost
Plastering (Class B Mixture)
Designation
Labor
a. Foreman
b. Skilled Labor
c. Unskilled Labor
Sub-total
Name & Capacity
Equipment:
a. Minor Tools (10% of labor cost)
Sub-total
Materials
Portland Cement 40 kg
Sand S1
Sub-total
Direct Unit Cost
Waterproofing
Designation
Labor
a. Foreman
b. Skilled Labor
c. Unskilled Labor
Sub-total
Name & Capacity
Equipment:
a. Minor Tools (10% of labor cost)
Sub-total
Materials
Cementitious Waterproofing 16L
Portland Cemet 40 kg
Paint Brush
Consumables (5% Materials Cost)
Sub-total
Direct Unit Cost
Tile Works
Designation
Labor
a. Foreman
b. Skilled Labor
c. Unskilled Labor
Sub-total
Name & Capacity
Equipment:
a. Minor Tools (10% of labor cost)
Sub-total
Materials
Ceramic Tile 0.6m x 0.6m
Unglazed Tile 0.4m x 0.4m
White Cement Joint Filler 10 kg
Tile Adhesive 25 kg
Sub-total
Direct Unit Cost
Paint work
Designation
Labor
a. Foreman
b. Skilled Labor
c. Unskilled Labor
Sub-total
Name & Capacity
Equipment:
a. Minor Tools (10% of labor cost)
Sub-total
Materials
Skimcoat 20 kg
Elastomeric Paint Primer 16L
Elastomeric Paint Base 16L
Flat Latex White 16L
Semi Gloss Latex
Gypsum Putty
Flatwall Enamel Primer
Epoxy Primer
Quick Drying Enamel Black
Paint thinner
Roller Brush w/ Pan
Baby Roller
Paint Brush #4
Paint Brush #3
Paint Brush #2
Sanding Paper
Palette
Sub-total
Direct Unit Cost
Cieling & Framework
Designation
Labor
a. Foreman
b. Skilled Labor
c. Unskilled Labor
Sub-total
Name & Capacity
Equipment:
a. Minor Tools (10% of labor cost)
Sub-total
Materials
Gypsum Board 12mm thk. (4' x 10')
Hardiflex Board 3.5mm thk.
Hardiflex Screw
Carrying Channel 0.6mm thk. x 5m
Double Furring Channel 0.6mm thk. x 5m
Double Furring Clip
Blind Rivets
Concrete Nail
Drill Bit (5/8" stainless)
Mesh Tape 2" x 230'
Gypsum screw 1-1/2" - 1000
Sub-total
Direct Unit Cost
GRAVELBEDDING
No. of Person No. of Hours Hourly Rate Amount (PHP)
1 7.27 ₱134.93 ₱980.94
3 29.80 ₱75.35 ₱6,736.29
₱7,717.23
No. of Units No. of Hours Hourly Rate Amount (PHP)
2 29.08 ₱123.00 ₱7,152.47
1 14.54 ₱992.00 ₱14,421.24
1 1.00 ₱0.00 ₱0.00
₱21,573.71
Unit Quantity Unit Cost Amount (PHP)
cu.m. 96.82 ₱620.00 ₱60,028.40
₱60,028.40
Mobilization
Unit Quantity Unit Cost Amount (PHP)
Trip 1.00 ₱7,500.00 ₱7,500.00
Trip 2.00 ₱25,000.00 ₱50,000.00
Trip 1.00 ₱7,500.00 ₱7,500.00
Person 20.00 ₱1,000.00 ₱20,000.00
L.S. 1.00 ₱3,000.00 ₱3,000.00
L.S. 1.00 ₱5,000.00 ₱5,000.00
L.S 1.00 ₱10,000.00 ₱10,000.00
L.S 3.00 ₱15,000.00 ₱45,000.00
₱85,000.00
No. of Units No. of Hours Hourly Rate Amount (PHP)
1 1.00 ₱1,861.00 ₱1,861.00
1 1.00 ₱8,500.00 ₱8,500.00
₱10,361.00
₱95,361.00
earing and Grubbing
No. of Person No. of Hours Hourly Rate Amount (PHP)
1 8.00 ₱134.93 ₱1,079.44
3 8.00 ₱75.35 ₱1,808.40
₱2,887.84
No. of Units No. of Hours Hourly Rate Amount (PHP)
1 1.00 ₱288.78 ₱288.78
₱288.78
₱3,176.62
Site Surveying
No. of Person No. of Hours Hourly Rate Amount (PHP)
2 16.00 ₱158.00 ₱5,056.00
2 16.00 ₱138.00 ₱4,416.00
2 16.00 ₱100.00 ₱3,200.00
₱12,672.00
No. of Units No. of Hours Rate Amount (PHP)
1 16.00 ₱1,812.50 ₱29,000.00
1 16.00 ₱1,425.00 ₱22,800.00
1 1.00 ₱1,500.00 ₱1,500.00
₱53,300.00
₱65,972.00
ructural Excavation
No. of Person No. of Hours Hourly Rate Amount (PHP)
1 56.03 ₱134.93 ₱7,560.13
1 56.03 ₱99.99 ₱5,602.44
3 56.03 ₱75.35 ₱12,665.58
₱25,828.15
No. of Units No. of Hours Hourly Rate Amount (PHP)
1 56.03 ₱1,998.00 ₱111,947.94
1 1.00 ₱2,582.81 ₱2,582.81
₱114,530.75
₱140,358.90
rmite Control Work
No. of Person No. of Hours Hourly Rate Amount (PHP)
1 7.44 ₱134.93 ₱1,003.88
2 7.44 ₱75.35 ₱1,121.21
₱2,125.09
No. of Units No. of Hours Hourly Rate Amount (PHP)
1 7.44 ₱67.20 ₱500.00
1 1.00 ₱212.51 ₱212.51
₱712.51
L 1,861.19 ₱255.00 ₱474,603.45
₱474,603.45
₱477,441.05
Gravel Bedding
No. of Person No. of Hours Hourly Rate Amount (PHP)
1 8.68 ₱134.93 ₱1,171.19
3 34.72 ₱75.35 ₱7,848.46
₱9,019.65
No. of Units No. of Hours Hourly Rate Amount (PHP)
2 34.72 ₱123.00 ₱8,541.12
1 17.36 ₱992.00 ₱17,221.12
1 1.00 ₱901.96 ₱901.96
₱26,664.20
cu.m. 79.17 ₱620.00 ₱49,085.40
₱49,085.40
₱84,769.25
ete for Wall Footings And Columns
No. of Person No. of Hours Hourly Rate Amount (PHP)
1 50.13 ₱134.93 ₱6,764.04
3 50.13 ₱97.64 ₱14,684.08
6 50.13 ₱75.35 ₱22,663.77
₱44,111.89
No. of Units No. of Hours Hourly Rate Amount (PHP)
1 50.13 ₱91.25 ₱4,574.36
1 10.03 ₱2,076.00 ₱20,813.98
1 35.09 ₱3,750.00 ₱131,587.50
1 1.00 ₱4,411.19 ₱4,411.19
₱161,387.03
cu.m. 100.25 ₱7,648.00 ₱766,712.00
₱766,712.00
₱972,210.92
rade 60) for Columns and Wall Footings
No. of Person No. of Hours Hourly Rate Amount (PHP)
1 78.26 ₱134.93 ₱10,559.62
6 78.26 ₱99.99 ₱46,951.30
3 78.26 ₱75.35 ₱17,690.67
₱75,201.60
No. of Units No. of Hours Hourly Rate Amount (PHP)
2 78.26 ₱219.75 ₱34,395.27
2 78.26 ₱351.50 ₱55,016.78
₱7,520.16
₱96,932.21
kg 10,687.00 ₱46.31 ₱494,914.97
₱494,914.97
₱667,048.78
Rebar Installation
No. of Person No. of Hours Hourly Rate Amount (PHP)
1 78.26 ₱134.93 ₱10,559.62
6 78.26 ₱99.99 ₱46,951.30
3 78.26 ₱75.35 ₱17,690.67
₱75,201.60
No. of Units No. of Hours Hourly Rate Amount (PHP)
1 1.00 ₱7,520.16 ₱7,520.16
₱7,520.16
kg 74.30 ₱80.00 ₱5,944.00
₱5,944.00
₱88,665.76
ced Concrete for Beams
No. of Person No. of Hours Hourly Rate Amount (PHP)
1 37.60 ₱134.93 ₱5,073.37
2 37.60 ₱97.64 ₱7,342.53
4 37.60 ₱75.35 ₱11,332.64
₱23,748.54
No. of Units No. of Hours Hourly Rate Amount (PHP)
1 37.60 ₱91.25 ₱3,431.00
1 37.60 ₱2,076.00 ₱78,057.60
1 37.60 ₱3,750.00 ₱141,000.00
1 1.00 ₱2,374.85 ₱2,374.85
₱224,863.45
cu.m. 26.42 ₱7,648.00 ₱202,060.16
₱202,060.16
₱450,672.15
abrication (Grade 60) Beams
No. of Person No. of Hours Hourly Rate Amount (PHP)
1 113.12 ₱134.93 ₱15,263.28
6 113.12 ₱99.99 ₱67,865.21
4 113.12 ₱75.35 ₱34,094.37
₱117,222.86
No. of Units No. of Hours Hourly Rate Amount (PHP)
2 113.12 ₱219.75 ₱49,716.24
2 113.12 ₱351.50 ₱79,523.36
₱11,722.29
₱140,961.89
kg 13,203.80 ₱46.31 ₱611,467.98
₱611,467.98
₱869,652.73
Rebar Installation
No. of Person No. of Hours Hourly Rate Amount (PHP)
1 113.12 ₱134.93 ₱15,263.28
6 113.12 ₱99.99 ₱67,865.21
4 113.12 ₱75.35 ₱34,094.37
₱117,222.86
No. of Units No. of Hours Hourly Rate Amount (PHP)
1 1.00 ₱11,722.29 ₱11,722.29
₱11,722.29
kg 43.70 ₱80.00 ₱3,496.00
₱3,496.00
₱132,441.15
Suspended Slab
No. of Person No. of Hours Hourly Rate Amount (PHP)
1 64.48 ₱134.93 ₱8,700.29
2 64.48 ₱97.64 ₱12,591.65
5 64.48 ₱75.35 ₱24,292.84
₱45,584.78
No. of Units No. of Hours Hourly Rate Amount (PHP)
1 64.48 ₱91.25 ₱5,883.80
1 64.48 ₱2,076.00 ₱133,860.48
1 64.48 ₱3,750.00 ₱241,800.00
1 1.00 ₱4,558.48 ₱4,558.48
₱386,102.76
cu.m. 27.03 ₱7,348.00 ₱198,616.44
₱198,616.44
₱630,303.98
Rebar Installation
No. of Person No. of Hours Hourly Rate Amount (PHP)
1 15.44 ₱134.93 ₱2,083.32
4 15.44 ₱99.99 ₱6,175.38
2 15.44 ₱75.35 ₱2,326.81
₱10,585.51
No. of Units No. of Hours Hourly Rate Amount (PHP)
2 15.44 ₱219.75 ₱6,785.88
2 15.44 ₱351.50 ₱10,854.32
₱1,058.55
₱18,698.75
kg 1,235.22 ₱46.31 ₱57,203.04
kg 7.33 ₱80.00 ₱586.40
₱2,889.47
₱60,678.91
₱89,963.17
slab on grade
No. of Person No. of Hours Hourly Rate Amount (PHP)
1 55.80 ₱134.93 ₱7,529.09
2 55.80 ₱97.64 ₱10,896.62
6 55.80 ₱75.35 ₱25,227.18
₱43,652.90
No. of Units No. of Hours Hourly Rate Amount (PHP)
1 37.60 ₱91.25 ₱3,431.00
1 37.60 ₱2,076.00 ₱78,057.60
1 37.60 ₱3,750.00 ₱141,000.00
1 1.00 ₱4,365.29 ₱4,365.29
₱226,853.89
cu.m. 47.51 ₱7,348.00 ₱349,103.48
₱349,103.48
₱619,610.27
ormworks Fabrication
No. of Person No. of Hours Hourly Rate Amount (PHP)
1 827.65 ₱134.93 ₱111,674.81
6 827.65 ₱97.64 ₱484,870.48
10 827.65 ₱75.35 ₱623,634.27
₱1,220,179.57
No. of Units No. of Hours Hourly Rate Amount (PHP)
1 1.00 ₱122,017.96 ₱122,017.96
₱122,017.96
pc 865.00 ₱2,300.00 ₱1,989,500.00
bdft 649.00 ₱35.00 ₱22,715.00
kg 346.00 ₱80.00 ₱27,680.00
₱2,039,895.00
₱3,382,092.52
ormworks Installation
No. of Person No. of Hours Hourly Rate Amount (PHP)
1 1,489.77 ₱134.93 ₱201,014.67
6 1,489.77 ₱97.64 ₱872,766.86
10 1,489.77 ₱75.35 ₱1,122,541.70
₱2,196,323.22
No. of Units No. of Hours Hourly Rate Amount (PHP)
1 1.00 ₱219,632.32 ₱219,632.32
₱219,632.32
kg 120.00 ₱80.00 ₱9,600.00
₱9,600.00
₱2,425,555.54
Stripping of Forms
No. of Person No. of Hours Hourly Rate Amount (PHP)
1 744.88 ₱134.93 ₱100,506.66
4 744.88 ₱97.64 ₱290,920.33
10 744.88 ₱75.35 ₱561,267.08
₱952,694.07
No. of Units No. of Hours Hourly Rate Amount (PHP)
1 1.00 ₱95,269.41 ₱95,269.41
₱95,269.41
₱0.00
₱1,047,963.48
s (Sanitary, Drainage & Waterline)
No. of Person No. of Hours Hourly Rate Amount (PHP)
1 414.00 ₱134.93 ₱55,861.02
4 414.00 ₱97.64 ₱161,691.84
2 414.00 ₱75.35 ₱62,389.80
₱279,942.66
No. of Units No. of Hours Hourly Rate Amount (PHP)
1 1.00 ₱27,994.27 ₱27,994.27
₱27,994.27
PC 24.00 ₱2,276.00 ₱54,624.00
PC 147.00 ₱1,971.00 ₱289,737.00
PC 253.00 ₱700.00 ₱177,100.00
PC 52.00 ₱480.00 ₱24,960.00
PC 354.00 ₱270.00 ₱95,580.00
PC 377.00 ₱40.00 ₱15,080.00
PC 118.00 ₱30.00 ₱3,540.00
PC 94.00 ₱54.00 ₱5,076.00
PC 86.00 ₱83.00 ₱7,138.00
PC 210.00 ₱55.00 ₱11,550.00
PC 4.00 ₱90.00 ₱360.00
PC 207.00 ₱134.00 ₱27,738.00
PC 118.00 ₱105.00 ₱12,390.00
PC 98.00 ₱145.00 ₱14,210.00
PC 121.00 ₱40.00 ₱4,840.00
PC 118.00 ₱140.00 ₱16,520.00
PC 98.00 ₱163.00 ₱15,974.00
PC 161.00 ₱173.00 ₱27,853.00
PC 1.00 ₱1,250.00 ₱1,250.00
CAN 249.00 ₱155.00 ₱38,595.00
PC 77.00 ₱1,500.00 ₱115,500.00
PC 4.00 ₱87.00 ₱348.00
PC 76.00 ₱130.00 ₱9,880.00
PC 32.00 ₱35.00 ₱1,120.00
PC 8.00 ₱50.00 ₱400.00
PC 39.00 ₱160.00 ₱6,240.00
PC 37.00 ₱390.00 ₱14,430.00
PC 169.00 ₱250.00 ₱42,250.00
ROLL 250.00 ₱10.00 ₱2,500.00
₱1,036,783.00
₱1,344,719.93
Electrical Works
No. of Person No. of Hours Hourly Rate Amount (PHP)
1 414.00 ₱134.93 ₱55,861.02
4 414.00 ₱97.64 ₱161,691.84
2 414.00 ₱75.35 ₱62,389.80
₱279,942.66
No. of Units No. of Hours Hourly Rate Amount (PHP)
1 1.00 ₱27,994.27 ₱27,994.27
₱27,994.27
PC 24.00 ₱2,276.00 ₱54,624.00
PC 147.00 ₱1,971.00 ₱289,737.00
PC 253.00 ₱700.00 ₱177,100.00
PC 52.00 ₱480.00 ₱24,960.00
PC 354.00 ₱270.00 ₱95,580.00
PC 377.00 ₱40.00 ₱15,080.00
PC 118.00 ₱30.00 ₱3,540.00
PC 94.00 ₱54.00 ₱5,076.00
PC 86.00 ₱83.00 ₱7,138.00
PC 210.00 ₱55.00 ₱11,550.00
PC 4.00 ₱90.00 ₱360.00
PC 207.00 ₱134.00 ₱27,738.00
PC 118.00 ₱105.00 ₱12,390.00
PC 98.00 ₱145.00 ₱14,210.00
PC 121.00 ₱40.00 ₱4,840.00
PC 118.00 ₱140.00 ₱16,520.00
PC 98.00 ₱163.00 ₱15,974.00
PC 161.00 ₱173.00 ₱27,853.00
PC 1.00 ₱1,250.00 ₱1,250.00
CAN 249.00 ₱155.00 ₱38,595.00
PC 77.00 ₱1,500.00 ₱115,500.00
PC 4.00 ₱87.00 ₱348.00
PC 76.00 ₱130.00 ₱9,880.00
PC 32.00 ₱35.00 ₱1,120.00
PC 8.00 ₱50.00 ₱400.00
PC 39.00 ₱160.00 ₱6,240.00
PC 37.00 ₱390.00 ₱14,430.00
PC 169.00 ₱250.00 ₱42,250.00
ROLL 450.00 ₱10.00 ₱4,500.00
₱1,038,783.00
₱1,346,719.93
Laying (Class B Mixture)
No. of Person No. of Hours Hourly Rate Amount (PHP)
1 727.50 ₱134.93 ₱98,161.58
6 970.00 ₱97.64 ₱568,264.80
3 970.00 ₱75.35 ₱219,268.50
₱885,694.88
No. of Units No. of Hours Hourly Rate Amount (PHP)
1 1.00 ₱88,569.49 ₱88,569.49
₱88,569.49
PC 45,222.00 ₱15.00 ₱678,330.00
PC 45,660.00 ₱15.00 ₱684,900.00
PC 393.00 ₱770.00 ₱302,610.00
PC 5,592.00 ₱275.00 ₱1,537,800.00
kg 306.00 ₱480.00 ₱146,880.00
PC 1,995.00 ₱312.00 ₱622,440.00
₱3,972,960.00
₱4,947,224.36
tering (Class B Mixture)
No. of Person No. of Hours Hourly Rate Amount (PHP)
1 727.50 ₱134.93 ₱98,161.58
12 969.67 ₱97.64 ₱1,136,142.95
6 969.67 ₱75.35 ₱438,387.81
₱1,672,692.33
No. of Units No. of Hours Hourly Rate Amount (PHP)
1 1.00 ₱167,269.23 ₱167,269.23
₱167,269.23
PC 22,794.00 ₱275.00 ₱6,268,350.00
PC 234.00 ₱770.00 ₱180,180.00
₱6,448,530.00
₱8,288,491.56
Waterproofing
No. of Person No. of Hours Hourly Rate Amount (PHP)
1 324.65 ₱134.93 ₱43,805.02
9 324.65 ₱97.64 ₱285,289.43
3 324.65 ₱75.35 ₱73,387.13
₱402,481.59
No. of Units No. of Hours Hourly Rate Amount (PHP)
1 1.00 ₱40,248.16 ₱40,248.16
₱40,248.16
pc 51.00 ₱3,045.00 ₱155,295.00
PC 25.00 ₱275.00 ₱6,875.00
pc 20.00 ₱49.00 ₱980.00
- 1.00 ₱8,157.50 ₱8,157.50
₱171,307.50
₱614,037.25
Tile Works
No. of Person No. of Hours Hourly Rate Amount (PHP)
1 464.00 ₱134.93 ₱62,607.52
10 464.00 ₱97.64 ₱453,049.60
5 464.00 ₱75.35 ₱174,812.00
₱690,469.12
No. of Units No. of Hours Hourly Rate Amount (PHP)
1 1.00 ₱69,046.91 ₱69,046.91
₱69,046.91
pc 20,423.00 ₱293.00 ₱5,983,939.00
pc 3,286.00 ₱78.00 ₱256,308.00
bag 395.00 ₱495.00 ₱195,525.00
bag 877.00 ₱550.00 ₱482,350.00
₱6,918,122.00
₱7,677,638.03
Paint work
No. of Person No. of Hours Hourly Rate Amount (PHP)
1 360.48 ₱134.93 ₱48,639.57
10 360.48 ₱97.64 ₱351,972.67
4 360.48 ₱75.35 ₱108,648.67
₱509,260.91
No. of Units No. of Hours Hourly Rate Amount (PHP)
1 1.00 ₱50,926.09 ₱50,926.09
₱50,926.09
bags 2,908.00 ₱345.00 ₱1,003,260.00
pail 57.00 ₱3,570.00 ₱203,490.00
pail 75.00 ₱2,900.00 ₱217,500.00
pail 50.00 ₱2,929.00 ₱146,450.00
gal 273 ₱224.00 ₱61,185.60
gal 320.00 ₱849.00 ₱271,680.00
gal 100.00 ₱720.00 ₱72,000.00
gal 23.00 ₱1,057.00 ₱24,311.00
gal 46.00 ₱814.00 ₱37,444.00
gal 19.00 ₱533.00 ₱10,127.00
gal 20.00 ₱140.00 ₱2,800.00
pc 20.00 ₱45.00 ₱900.00
pc 20.00 ₱130.00 ₱2,600.00
pc 20.00 ₱60.00 ₱1,200.00
pc 20.00 ₱40.00 ₱800.00
roll 10.00 ₱5,800.00 ₱58,000.00
pair 20.00 ₱12.00 ₱240.00
₱2,113,987.60
₱2,674,174.60
Cieling & Framework
No. of Person No. of Hours Hourly Rate Amount (PHP)
1 1,209.85 ₱134.93 ₱163,245.06
12 1,209.85 ₱97.64 ₱1,417,557.05
12 1,209.85 ₱75.35 ₱1,093,946.37
₱2,674,748.48
No. of Units No. of Hours Hourly Rate Amount (PHP)
1 1.00 ₱267,474.85 ₱267,474.85
₱267,474.85
pc 2,146.00 ₱550.00 ₱1,180,300.00
pc 20.00 ₱455.00 ₱9,100.00
box 1.00 ₱250.00 ₱250.00
pc 1,065.00 ₱93.00 ₱99,045.00
pc 3,993.00 ₱129.00 ₱515,097.00
box 184.00 ₱152.00 ₱27,968.00
box 96.00 ₱250.00 ₱24,000.00
kg 160.00 ₱100.00 ₱16,000.00
pc 50.00 ₱110.00 ₱5,500.00
pc 112.00 ₱78.00 ₱8,736.00
box 72.00 ₱280.00 ₱20,160.00
₱1,906,156.00
₱4,848,379.33
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Sub-total
COPY THEN PASTE VALUE ONLY (ctrl + Shift + V)
DETAILED UNIT PRICE ANALYSIS (DUPA)
ELEVATED WATER TANK
Item No./Description : Mobilization
Unit of Measurement : L.S.
Output : 1
Item Unit Quantity Unit Cost
a. Truck Mounted Crane Trip 1.00 ₱7,500.00
b. Excavator Trip 2.00 ₱25,000.00
c. Dump truck Trip 1.00 ₱7,500.00
d. Manpower Person 75.00 ₱1,000.00
A
e. Permit and Clearance L.S. 1.00 ₱3,000.00
f. Toll Fees and Miscellaneous L.S. 1.00 ₱5,000.00
g. Utilities Connection L.S 1.00 ₱10,000.00
h. Barracks & Office L.S 3.00 ₱15,000.00
Sub-total for A
Name & Capacity No. of Units No. of Hours Hourly Rate
Equipment:
a. Truck Mounted Crane 1 1.00 ₱1,861.00
B
b. Minor Tools (10% of labor cost) 1 1.00 ₱14,000.00
Sub-total for B
C Total (A+B)
D Output per hour (unit)
E Direct Unit Cost (Price per unit)
Name & Specification Unit Quantity Unit Cost
Materials
F
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM) 12.00 % of G
I Contractor's Profit (CP) 8.00 % of G
J Value Added Tax (VAT) 5 % of ( G + H + I )
K Total Unit Cost (G+H+I+J)
DETAILED UNIT PRICE ANALYSIS (DUPA
Designation No. of Person No. of Hours Hourly Rate
Labor
a. Foreman 1 #REF! ₱134.93
A
b. Unskilled Labor 5 #REF! ₱75.35
Sub-total for A
Name & Capacity No. of Units No. of Hours Hourly Rate
Equipment:
B a. Minor Tools (10% of labor cost) 1 1.00 #REF!
Sub-total for B
C Total (A+B)
D Output per hour (unit)
E Direct Unit Cost (Price per unit)
F Name & Specification Unit Quantity Unit Cost
I Contractor's Profit (CP) 8.00 % of G
J Value Added Tax (VAT) 5 % of ( G + H + I )
K Total Unit Cost (G+H+I+J)
DETAILED UNIT PRICE ANALYSIS (DUPA
MUNICIPAL HALL
Item No./Description : Site Surveying
Unit of Measurement : L.S.
Output : 1
Designation No. of Person No. of Hours Hourly Rate
Labor
A a. Surveyor 2 16.00 ₱158.00
b. Assistant Surveyor 2 16.00 ₱138.00
Sub-total for A
Name & Capacity No. of Units No. of Hours Rate
Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification Unit Quantity Unit Cost
Materials
F
-
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM) 12.00 % of G
I Contractor's Profit (CP) 8.00 % of G
J Value Added Tax (VAT) 5 % of ( G + H + I )
K Total Unit Cost (G+H+I+J)
MUNICIPAL HALL
Labor
a. Foreman 1 #REF! ₱134.93
b. Highly Skilled Operator 1 #REF! ₱99.99
c. Unskilled Labor 1 #REF! ₱75.35
Sub-total for A
Name & Capacity No. of Units No. of Hours Hourly Rate
Equipment:
a. Excavator 0.8 cu.m. bucket 1 #REF! ₱1,998.00
b. Minor Tools (10% of labor cost) 1 1.00 #REF!
B
Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
F Name & Specification Unit Quantity Unit Cost
K Total Unit Cost (G+H+I+J)
DETAILED UNIT PRICE ANALYSIS (DUPA
MUNICIPAL HALL
Item No./Description : Embankment
Unit of Measurement : 1395.68 cu.m.
Output : 29.32 cu.m. / hr
Designation No. of Person No. of Hours Hourly Rate
Labor
a. Foreman 1 23.80 ₱134.93
A b. Highly Skilled Operator 1 47.60 ₱99.99
c. Unskilled Labor 1 47.60 ₱75.35
Sub-total for A
Name & Capacity No. of Units No. of Hours Hourly Rate
Equipment:
a. Excavator 0.8 cu.m. bucket 1 47.60 ₱1,998.00
b. Minor Tools (10% of labor cost) 1 1.00 ₱1,155.79
B
Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification Unit Quantity Unit Cost
Materials
F
-
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM) 12.00 % of G
I Contractor's Profit (CP) 8.00 % of G
J Value Added Tax (VAT) 5 % of ( G + H + I )
K Total Unit Cost (G+H+I+J)
MUNICIPAL HALL
Item No./Description : 1000 - Termite Control Work
Unit of Measurement : 1167.48 sq.m.
Output : 198.03 sq.m. / hr
Designation No. of Person No. of Hours Hourly Rate
Labor
a. Foreman 1 1.47 ₱134.93
A
b. Unskilled Labor 2 5.90 ₱75.35
Sub-total for A
Name & Capacity No. of Units No. of Hours Hourly Rate
Equipment:
a. Backpack Power Sprayer 1 5.90 ₱84.81
B
b. Minor Tools (10% of labor cost) 1 1.00 ₱108.73
Sub-total for B
C Total (A+B)
Materials
Termiticide L 4,864.89 ₱255.00
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM) 12.00 % of G
DETAILED UNIT PRICE ANALYSIS (DUPA
MUNICIPAL HALL
Item No./Description : Gravel Bedding
Unit of Measurement : 96.82 cu.m.
Output : 3.33 cu.m. / hr
Designation No. of Person No. of Hours Hourly Rate
Labor
a. Foreman 1 7.27 ₱134.93
A
b. Unskilled Labor 3 29.08 ₱75.35
Sub-total for A
Name & Capacity No. of Units No. of Hours Hourly Rate
Equipment:
B a. Plate Compactor 2 29.08 ₱123.00
b. Excavator 0.3 cu.m. bucket 1 14.54 ₱992.00
Sub-total for B
C Total (A+B)
D Output per hour (unit)
Materials
GRAVEL G1 cu.m. 96.82 ₱620.00
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM) 12.00 % of G
I Contractor's Profit (CP) 8.00 % of G
J Value Added Tax (VAT) 5 % of ( G + H + I )
K Total Unit Cost (G+H+I+J)
GRAVELBEDDING
Designation No. of Person No. of Hours Hourly Rate
Labor
a. Foreman 1 7.27 ₱134.93
b. Unskilled Labor 3 29.80 ₱75.35
Sub-total for A
Name & Capacity No. of Units No. of Hours Hourly Rate
Equipment:
a. Plate Compactor 2 29.08 ₱123.00
b. Excavator 0.3 cu.m. bucket 1 14.54 ₱992.00
GRAVEL G1 cu.m. 96.82 ₱620.00
Sub-total for F
DETAILED UNIT PRICE ANALYSIS (DUPA
MUNICIPAL HALL
Item No./Description : 900 - Reinforced Concrete
Unit of Measurement : 2436.6 cu.m.
Output : 4 cu.m. / hr
Sub-total for A
Name & Capacity No. of Units No. of Hours Hourly Rate
Equipment:
a.Concrete Vibrator 2 609.15 ₱91.25
b. Concrete Pump Trailer Mounted 1 121.83 ₱2,076.00
c. Boom Concrete Pump 1 #REF! ₱3,750.00
B d. Minor Tools (10% of labor cost) 1 1.00 #REF!
Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification Unit Quantity Unit Cost
Materials
READY MIX CONCRETE 4000PSI @ 14 DAYS cu.m. ₱7,648.00
763.16
READY MIX CONCRETE 3500PSI @ 14 DAYS cu.m. ₱7,348.00
1,472.63
READY MIX CONCRETE 3000PSI @ 14 DAYS cu.m. ₱7,035.00
200.81
F
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM) 12.00 % of G
I Contractor's Profit (CP) 8.00 % of G
J Value Added Tax (VAT) 5 % of ( G + H + I )
K Total Unit Cost (G+H+I+J)
DETAILED UNIT PRICE ANALYSIS (DUPA
MUNICIPAL HALL
Item No./Description : Rebar Fabrication
Unit of Measurement : 76.82 metric ton
Output : 0.091 metric ton / hr
Designation No. of Person No. of Hours Hourly Rate
Labor
a. Foreman 1 211.04 ₱134.93
A b. Steelman 6 844.18 ₱99.99
c. Unskilled Labor 4 844.18 ₱75.35
Sub-total for A
Name & Capacity No. of Units No. of Hours Hourly Rate
Equipment:
Bar Cutter 2 844.18 ₱219.75
Bar Bender 2 844.18 ₱351.50
B
Sub-total for B
C Total (A+B)
D Output per hour (unit)
E Direct Unit Cost (Price per unit)
Name & Specification Unit Quantity Unit Cost
Materials
Reinforcing Steel bars Deformed Grade 60
kg 768,180.65 ₱46.31
F
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM) 12.00 % of G
I Contractor's Profit (CP) 8.00 % of G
J Value Added Tax (VAT) 5 % of ( G + H + I )
K Total Unit Cost (G+H+I+J)
DETAILED UNIT PRICE ANALYSIS (DUPA
MUNICIPAL HALL
Item No./Description : Rebar Installation
Unit of Measurement : 76.82 metric ton
Output : 0.097 metric ton / hr
Designation No. of Person No. of Hours Hourly Rate
Labor
a. Foreman 1 197.99 ₱134.93
A b. Steelman 6 791.96 ₱99.99
c. Unskilled Labor 3 791.96 ₱75.35
Sub-total for A
Name & Capacity No. of Units No. of Hours Hourly Rate
Equipment:
B
a. Minor Tools (10% of labor cost) 1 1.00 ₱68,086.48
Sub-total for B
C Total (A+B)
D Output per hour (unit)
E Direct Unit Cost (Price per unit)
Name & Specification Unit Quantity Unit Cost
Materials
G.I Wire #16 kg 7,681.80 ₱80.00
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM) 12.00 % of G
I Contractor's Profit (CP) 8.00 % of G
J Value Added Tax (VAT) 5 % of ( G + H + I )
K Total Unit Cost (G+H+I+J)
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description : Scaffolding Works
Unit of Measurement : 7182 cu.m.
Output : 8.42 cu.m. / hr
Designation No. of Person No. of Hours Hourly Rate
Labor
a. Foreman 1 639.73 ₱134.93
A b. Skilled Labor 4 852.97 ₱97.64
c. Unskilled Labor 8 852.97 ₱75.35
Sub-total for A
Name & Capacity No. of Units No. of Hours Hourly Rate
Equipment:
a. H-frame set w/ catwalk 450 852.97 ₱6.50
B b. Minor Tools (10% of labor cost) 1 1.00 ₱93,362.37
Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification Unit Quantity Unit Cost
Materials
F
F
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM) 12.00 % of G
I Contractor's Profit (CP) 8.00 % of G
J Value Added Tax (VAT) 5 % of ( G + H + I )
K Total Unit Cost (G+H+I+J)
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description : Formworks Fabrication
Unit of Measurement : 14897.69 sq.m.
Output : 18 sq.m. / hr
Designation No. of Person No. of Hours Hourly Rate
Labor
a. Foreman 1 827.65 ₱134.93
A b. Skilled Labor 6 827.65 ₱97.64
c. Unskilled Labor 10 827.65 ₱75.35
Sub-total for A
Name & Capacity No. of Units No. of Hours Hourly Rate
Equipment:
a. Minor Tools (10% of labor cost) 1 1.00 ₱122,017.87
B
Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification Unit Quantity Unit Cost
Materials
PVC Board (18mmx1.2mx2.44m) pc 865.00 ₱2,300.00
F Cocolumber (2''x3"x12) bdft 649.00 ₱35.00
CWN Assorted kg 346.00 ₱80.00
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM) 12.00 % of G
I Contractor's Profit (CP) 8.00 % of G
J Value Added Tax (VAT) 5 % of ( G + H + I )
K Total Unit Cost (G+H+I+J)
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description : Formworks Installation
Unit of Measurement : 14897.69 sq.m.
Output : 10 sq.m. / hr
Designation No. of Person No. of Hours Hourly Rate
Labor
a. Foreman 1 1,489.77 ₱134.93
A b. Skilled Labor 6 1,489.77 ₱97.64
c. Unskilled Labor 10 1,489.77 ₱75.35
Sub-total for A
Name & Capacity No. of Units No. of Hours Hourly Rate
B
Equipment:
a. Minor Tools (10% of labor cost) 1 1.00 ₱219,632.17
B
Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification Unit Quantity Unit Cost
Materials
F CWN Assorted kg 120.00 ₱80.00
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM) 12.00 % of G
I Contractor's Profit (CP) 8.00 % of G
J Value Added Tax (VAT) 5 % of ( G + H + I )
K Total Unit Cost (G+H+I+J)
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description : Stripping of Forms
Unit of Measurement : 14897.69 sq.m.
Output : 20 sq.m. / hr
Designation No. of Person No. of Hours Hourly Rate
Labor
a. Foreman 1 744.88 ₱134.93
A
A b. Skilled Labor 4 744.88 ₱97.64
c. Unskilled Labor 10 744.88 ₱75.35
Sub-total for A
Name & Capacity No. of Units No. of Hours Hourly Rate
Equipment:
a. Minor Tools (10% of labor cost) 1 1.00 ₱95,269.98
B
Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification Unit Quantity Unit Cost
Materials
F
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM) 12.00 % of G
I Contractor's Profit (CP) 8.00 % of G
J Value Added Tax (VAT) 5 % of ( G + H + I )
K Total Unit Cost (G+H+I+J)
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description : Plumbing Works (Sanitary, Drainage & Waterline)
Unit of Measurement : L.S.
Output : 1
Designation No. of Person No. of Hours Hourly Rate
Labor
a. Foreman 1 414.00 ₱134.93
A b. Skilled Labor 4 414.00 ₱97.64
c. Unskilled Labor 2 414.00 ₱75.35
Sub-total for A
Name & Capacity No. of Units No. of Hours Hourly Rate
Equipment:
a. Minor Tools (10% of labor cost) 1 1.00 ₱27,994.27
B
Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (Price per unit)
Name & Specification Unit Quantity Unit Cost
Materials
PVC PIPES (202mm D) PC 24.00 ₱2,276.00
PVC PIPES (151mm D) PC 147.00 ₱1,971.00
PVC PIPES (101mm D) PC 253.00 ₱700.00
PVC PIPES (76mm D) PC 52.00 ₱480.00
PVC PIPES (50mm D) PC 354.00 ₱270.00
PVC TEE (50mm D) PC 377.00 ₱40.00
PVC 45deg. (3mm BEND x 50mm) PC 118.00 ₱30.00
PVC 45deg. (3mm BEND x 76mm) PC 94.00 ₱54.00
PVC 45deg. (3mm BEND x 101mm) PC 86.00 ₱83.00
PVC 90deg (3mm BEND x 50mm) PC 210.00 ₱55.00
PVC 90deg (3mm BEND x 76mm) PC 4.00 ₱90.00
PVC 90deg (3mm BEND x 101mm) PC 207.00 ₱134.00
PVC P-TRAP W/ PLUG & SEALING RING (50mm) PC 118.00 ₱105.00
PVC P-TRAP W/ PLUG & SEALING RING (76mm) PC 98.00 ₱145.00
F
PVC CLEAN-OUT W/ PLUG & SEALING RING PC 121.00 ₱40.00
(101mm)
PVC 45deg. SINGLE BRANCH, WYE (101mm x 50mm) PC 118.00 ₱140.00
PVC 45deg. SINGLE BRANCH, WYE (101mm x 76mm) PC 98.00 ₱163.00
PVC 45deg. SINGLE BRANCH, WYE (101mm x PC 161.00 ₱173.00
101mm)
WATER METER PC 1.00 ₱1,250.00
G.I. PIPES (50mm D) PC 77.00 ₱1,500.00
G.I. TEE, BANDED (50mm D) PC 4.00 ₱87.00
G.I UNIONS, FLAT SEAT (50mm D) PC 76.00 ₱130.00
G.I REDUCER (25.4mm D) PC 32.00 ₱35.00
G.I. COUPLING ELBOW (50mm D) PC 8.00 ₱50.00
BRONZE FAUCETS (12.7mm D) PC 39.00 ₱160.00
GATE VALVE 25MM DIA PC 37.00 ₱390.00
FLOOR DRAIN PC 169.00 ₱250.00
TEFFLON TAPE ROLL 250.00 ₱10.00
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM) 12.00 % of G
I Contractor's Profit (CP) 8.00 % of G
J Value Added Tax (VAT) 5 % of ( G + H + I )
K Total Unit Cost (G+H+I+J)
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description : Electrical Works
Unit of Measurement : L.S.
Output : 1
Designation No. of Person No. of Hours Hourly Rate
Labor
a. Foreman 1 414.00 ₱134.93
A b. Skilled Labor 4 414.00 ₱97.64
c. Unskilled Labor 2 414.00 ₱75.35
Sub-total for A
Name & Capacity No. of Units No. of Hours Hourly Rate
Equipment:
a. Minor Tools (10% of labor cost) 1 1.00 ₱27,994.27
B
Sub-total for B
C Total (A+B)
D Output per hour (cu.m.)
E Direct Unit Cost (C/D)
Name & Specification Unit Quantity Unit Cost
Materials
PC 24.00 ₱2,276.00
PC 147.00 ₱1,971.00
PC 253.00 ₱700.00
PC 52.00 ₱480.00
PC 354.00 ₱270.00
PC 377.00 ₱40.00
PC 118.00 ₱30.00
PC 94.00 ₱54.00
PC 86.00 ₱83.00
PC 210.00 ₱55.00
PC 4.00 ₱90.00
PC 207.00 ₱134.00
PC 118.00 ₱105.00
PC 98.00 ₱145.00
F PC 121.00 ₱40.00
PC 118.00 ₱140.00
PC 98.00 ₱163.00
PC 161.00 ₱173.00
PC 1.00 ₱1,250.00
CAN 249.00 ₱155.00
PC 77.00 ₱1,500.00
PC 4.00 ₱87.00
PC 76.00 ₱130.00
PC 32.00 ₱35.00
PC 8.00 ₱50.00
PC 39.00 ₱160.00
PC 37.00 ₱390.00
PC 169.00 ₱250.00
ROLL 450.00 ₱10.00
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM) 12.00 % of G
I Contractor's Profit (CP) 8.00 % of G
J Value Added Tax (VAT) 5 % of ( G + H + I )
K Total Unit Cost (G+H+I+J)
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description : CHB Laying (Class B Mixture)
Unit of Measurement : 7272.49 sq.m.
Output : 7.5 sq.m. / hr
Designation No. of Person No. of Hours Hourly Rate
Labor
a. Foreman 1 727.50 ₱134.93
A b. Skilled Labor 6 970.00 ₱97.64
c. Unskilled Labor 3 970.00 ₱75.35
Sub-total for A
Name & Capacity No. of Units No. of Hours Hourly Rate
Equipment:
a. Minor Tools (10% of labor cost) 1 1.00 ₱88,569.49
B
Sub-total for B
C Total (A+B)
D Output per hour (sq.m.)
E Direct Unit Cost (Price per unit)
Name & Specification Unit Quantity Unit Cost
Materials
CHB 6" PC 45,222.00 ₱15.00
CHB 4" PC 45,660.00 ₱15.00
Sand S1 PC 393.00 ₱770.00
F
Portland Cement 40 kg PC 5,592.00 ₱275.00
G.I Tie Wires #16 kg 306.00 ₱480.00
F
Deformed Bars 10mm dia. x 12 m PC 1,995.00 ₱312.00
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM) 12.00 % of G
I Contractor's Profit (CP) 8.00 % of G
J Value Added Tax (VAT) 5 % of ( G + H + I )
K Total Unit Cost (G+H+I+J)
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
b. Skilled Labor 12 #REF! ₱97.64
c. Unskilled Labor 6 #REF! ₱75.35
Sub-total for A
Name & Capacity No. of Units No. of Hours Hourly Rate
Equipment:
a. Minor Tools (10% of labor cost) 1 1.00 #REF!
B
Sub-total for B
C Total (A+B)
D Output per hour (sq.m.)
E Direct Unit Cost (Price per unit)
Name & Specification Unit Quantity Unit Cost
Materials
Portland Cement 40 kg PC 22,794.00 ₱275.00
F
Sand S1 PC 234.00 ₱770.00
F
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM) 12.00 % of G
I Contractor's Profit (CP) 8.00 % of G
J Value Added Tax (VAT) 5 % of ( G + H + I )
K Total Unit Cost (G+H+I+J)
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description : Waterproofing
Unit of Measurement : 3214 sq.m.
Output : 9.9 sq.m. / hr
Designation No. of Person No. of Hours Hourly Rate
Labor
a. Foreman 1 324.65 ₱134.93
A b. Skilled Labor 9 324.65 ₱97.64
c. Unskilled Labor 3 324.65 ₱75.35
Sub-total for A
Name & Capacity No. of Units No. of Hours Hourly Rate
Equipment:
a. Minor Tools (10% of labor cost) 1 1.00 ₱40,247.72
B
Sub-total for B
C Total (A+B)
D Output per hour (sq.m.)
E Direct Unit Cost (Price per unit)
Name & Specification Unit Quantity Unit Cost
Materials
Cementitious Waterproofing 16L pc 51.00 ₱3,045.00
Portland Cemet 40 kg PC 25.00 ₱275.00
F
Paint Brush pc 20.00 ₱49.00
Consumables (5% Materials Cost) - 1.00 ₱8,157.50
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM) 12.00 % of G
I Contractor's Profit (CP) 8.00 % of G
J Value Added Tax (VAT) 5 % of ( G + H + I )
K Total Unit Cost (G+H+I+J)
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description : Tile Works
Unit of Measurement : 7888.5 sq.m.
Output : 17 sq.m. / hr
Designation No. of Person No. of Hours Hourly Rate
Labor
a. Foreman 1 464.00 ₱134.93
A b. Skilled Labor 10 464.00 ₱97.64
c. Unskilled Labor 5 464.00 ₱75.35
A
Sub-total for A
Name & Capacity No. of Units No. of Hours Hourly Rate
Equipment:
a. Minor Tools (10% of labor cost) 1 1.00 ₱69,046.91
B
Sub-total for B
C Total (A+B)
D Output per hour (sq.m.)
E Direct Unit Cost (Price per unit)
Name & Specification Unit Quantity Unit Cost
Materials
Ceramic Tile 0.6m x 0.6m pc 20,423.00 ₱293.00
Unglazed Tile 0.4m x 0.4m pc 3,286.00 ₱78.00
F
White Cement Joint Filler 10 kg bag 395.00 ₱495.00
Tile Adhesive 25 kg bag 877.00 ₱550.00
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM) 12.00 % of G
I Contractor's Profit (CP) 8.00 % of G
J Value Added Tax (VAT) 5 % of ( G + H + I )
K Total Unit Cost (G+H+I+J)
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description : Paint work
Unit of Measurement : #REF! sq.m.
Output : 62.5 sq.m. / hr
Designation No. of Person No. of Hours Hourly Rate
Labor
a. Foreman 1 #REF! ₱134.93
A b. Skilled Labor 10 #REF! ₱97.64
c. Unskilled Labor 4 #REF! ₱75.35
Sub-total for A
Name & Capacity No. of Units No. of Hours Hourly Rate
Equipment:
a. Minor Tools (10% of labor cost) 1 1.00 #REF!
B
Sub-total for B
C Total (A+B)
D Output per hour (sq.m.)
E Direct Unit Cost (Price per unit)
Name & Specification Unit Quantity Unit Cost
Materials
Skimcoat 20 kg bags 2,908.00 ₱345.00
Elastomeric Paint Primer 16L pail 57.00 ₱3,570.00
Elastomeric Paint Base 16L pail 75.00 ₱2,900.00
Flat Latex White 16L pail 50.00 ₱2,929.00
Semi Gloss Latex gal 273 ₱224.00
Gypsum Putty gal 320.00 ₱849.00
Flatwall Enamel Primer gal 100.00 ₱720.00
Epoxy Primer gal 23.00 ₱1,057.00
F Quick Drying Enamel Black gal 46.00 ₱814.00
Paint thinner gal 19.00 ₱533.00
F
Roller Brush w/ Pan gal 20.00 ₱140.00
Baby Roller pc 20.00 ₱45.00
Paint Brush #4 pc 20.00 ₱130.00
Paint Brush #3 pc 20.00 ₱60.00
Paint Brush #2 pc 20.00 ₱40.00
Sanding Paper roll 10.00 ₱5,800.00
Palette pair 20.00 ₱12.00
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM) 12.00 % of G
I Contractor's Profit (CP) 8.00 % of G
J Value Added Tax (VAT) 5 % of ( G + H + I )
K Total Unit Cost (G+H+I+J)
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description : Cieling & Framework
Unit of Measurement : 7985 sq.m.
Output : 6.6 sq.m. / hr
Designation No. of Person No. of Hours Hourly Rate
Labor
a. Foreman 1 1,209.85 ₱134.93
A b. Skilled Labor 12 1,209.85 ₱97.64
c. Unskilled Labor 12 1,209.85 ₱75.35
Sub-total for A
Name & Capacity No. of Units No. of Hours Hourly Rate
Equipment:
a. Minor Tools (10% of labor cost) 1 1.00 ₱267,474.51
B
Sub-total for B
C Total (A+B)
D Output per hour (sq.m.)
E Direct Unit Cost (Price per unit)
Name & Specification Unit Quantity Unit Cost
Materials
Gypsum Board 12mm thk. (4' x 10') pc 2,146.00 ₱550.00
Hardiflex Board 3.5mm thk. pc 20.00 ₱455.00
Hardiflex Screw box 1.00 ₱250.00
Carrying Channel 0.6mm thk. x 5m pc 1,065.00 ₱93.00
Double Furring Channel 0.6mm thk. x 5m pc 3,993.00 ₱129.00
F Double Furring Clip box 184.00 ₱152.00
Blind Rivets box 96.00 ₱250.00
Concrete Nail kg 160.00 ₱100.00
Drill Bit (5/8" stainless) pc 50.00 ₱110.00
Mesh Tape 2" x 230' pc 112.00 ₱78.00
Gypsum screw 1-1/2" - 1000 box 72.00 ₱280.00
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM) 12.00 % of G
I Contractor's Profit (CP) 8.00 % of G
J Value Added Tax (VAT) 5 % of ( G + H + I )
K Total Unit Cost (G+H+I+J)
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description : Plumbing Fixtures Installation
Unit of Measurement : L.S. .
Output : 1 .
Designation No. of Person No. of Hours Hourly Rate
Labor
a. Installer 5 80.00 ₱97.64
A
b. Helper 5 80.00 ₱75.35
Sub-total for A
Name & Capacity No. of Units No. of Hours Hourly Rate
Equipment:
a. Minor Tools (10% of labor cost) 1 1.00 ₱6,919.60
B
Sub-total for B
C Total (A+B)
D Output per hour
E Direct Unit Cost (Price per unit)
Name & Specification Unit Quantity Unit Cost
Materials
WATER CLOSET INCLUDING FITTINGS AND ACC. SET 19.00 ₱15,000.00
(ELONGATED) AMERICAN STD OR EQUIVALENT
WATER CLOSET INCLUDING FITTINGS AND ACC. SET 73.00 ₱7,500.00
(ROUND) AMERICAN STD OR EQUIVALENT
LAVATORY INCLUDING FITTINGS AND ACC. SET 92.00 ₱4,600.00
F AMERICAN STD OR EQUIVALENT
URINAL INCLUDING FITTINGS AND ACC. AMERICAN SET 26.00 ₱3,250.00
STD OR EQUIVALENT
KITCHEN SINK SET 4.00 ₱5,100.00
F
Consumables (5% Materials Cost) - 1.00 ₱68,030.00
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM) 12.00 % of G
I Contractor's Profit (CP) 8.00 % of G
J Value Added Tax (VAT) 5 % of ( G + H + I )
K Total Unit Cost (G+H+I+J)
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description : Glass Works
Unit of Measurement : L.S. .
Output : 1 .
Designation No. of Person No. of Hours Hourly Rate
Labor
a. Installer 8 337.63 ₱93.75
A b. Helper 8 337.63 ₱81.25
c. Sealant Applicator 8 337.63 ₱75.00
Sub-total for A
Name & Capacity No. of Units No. of Hours Hourly Rate
Equipment:
a. Minor Tools (10% of labor cost) 1 1.00 ₱67,526.00
B
Sub-total for B
C Total (A+B)
D Output per hour
E Direct Unit Cost (Price per unit)
Name & Specification Unit Quantity Unit Cost
Materials
Railing with 12mm thk Clear Tempered Glass x 0.8m H ln.m 264.00 ₱1,008.00
12mm thk Clear Tempered Glass Wall sq.m. 1,271.00 ₱6,800.00
12mm thk Frosted Tempered Glass Wall sq.m. 318.00 ₱6,900.00
F Light Blue Reflective Light Tempered Glass Curtain Wall
System sq.m. 1,112.00 ₱12,000.00
Weather Srip ln.m 199.00 ₱1,230.00
Silicone Sealant pc 478.00 ₱150.00
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM) 12.00 % of G
I Contractor's Profit (CP) 8.00 % of G
J Value Added Tax (VAT) 5 % of ( G + H + I )
K Total Unit Cost (G+H+I+J)
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description : Septic Tank
Unit of Measurement : L.S. .
Output : 1 .
Designation No. of Person No. of Hours Hourly Rate
Labor
a. Foreman 1 150.00 ₱134.93
A
A b. Skilled Labor 2 150.00 ₱97.64
c. Unskilled Labor 3 150.00 ₱75.35
Sub-total for A
Name & Capacity No. of Units No. of Hours Hourly Rate
Equipment:
a. Minor Tools (10% of labor cost) 1 1.00 ₱8,343.90
B
Sub-total for B
C Total (A+B)
D Output per hour
E Direct Unit Cost (Price per unit)
Name & Specification Unit Quantity Unit Cost
Materials
GRAVEL G1 cu.m. 2.00 ₱620.00
READY MIX CONCRETE 3000PSI @ 14 DAYS cu.m. ₱7,035.00
56.74
PVC Board (18mmx1.2mx2.44m) pc 30.00 ₱2,300.00
Cocolumber (2''x3"x12) bdft 72.00 ₱35.00
F
CWN Assorted kg 10.00 ₱80.00
PVC PIPES (151mm D) PC 16.00 ₱1,971.00
PVC TEE (151mm D) PC 20.00 ₱40.00
150mm D Brass Clean Out PC 20.00 ₱343.00
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM) 12.00 % of G
I Contractor's Profit (CP) 8.00 % of G
J Value Added Tax (VAT) 5 % of ( G + H + I )
K Total Unit Cost (G+H+I+J)
DETAILED UNIT PRICE ANALYSIS (DUPA)
MUNICIPAL HALL
Item No./Description : Solar System
Unit of Measurement : L.S. .
Output : 1 .
Designation No. of Person No. of Hours Hourly Rate
Labor
a. Installer 2 65.00 ₱137.50
A b. Helper 2 65.00 ₱97.64
c. Technician 1 65.00 ₱145.00
Sub-total for A
Name & Capacity No. of Units No. of Hours Hourly Rate
Equipment:
a. Minor Tools (10% of labor cost) 1 1.00 ₱3,999.32
B
Sub-total for B
C Total (A+B)
D Output per hour
E Direct Unit Cost (Price per unit)
Name & Specification Unit Quantity Unit Cost
Materials
Deye SUN-30K-SG01HP3-EU-AM2 set 1.00 ₱250,708.80
730W Monocrystaline Solar Panel set ₱35,000.00
29.00
Adjustable Mounting Bracket pc 30.00 ₱2,300.00
F
Cocolumber (2''x3"x12) bdft 72.00 ₱35.00
F CWN Assorted kg 10.00 ₱80.00
PVC PIPES (151mm D) PC 16.00 ₱1,971.00
PVC TEE (151mm D) PC 20.00 ₱40.00
150mm D Brass Clean Out PC 20.00 ₱343.00
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM) 12.00 % of G
I Contractor's Profit (CP) 8.00 % of G
J Value Added Tax (VAT) 5 % of ( G + H + I )
K Total Unit Cost (G+H+I+J)
GRAVELBEDDING
Designation No. of Person
Labor
a. Foreman 1
b. Unskilled Labor 3
Amount (PHP)
Sub-total for A
₱7,500.00 Name & Capacity No. of Units
₱50,000.00 Equipment:
₱7,500.00 a. Plate Compactor 2
₱75,000.00 b. Excavator 0.3 cu.m. bucket 1
₱3,000.00 b. Minor Tools (10% of labor cost) 1
₱5,000.00
₱10,000.00 Sub-total for B
₱45,000.00 Name & Specification Unit
Materials
₱140,000.00 GRAVEL G1 cu.m.
Amount (PHP)
Sub-total for F
₱1,861.00
₱14,000.00
₱15,861.00 Mobilization
₱155,861.00 Item Unit
1
₱155,861.00 a. Truck Mounted Crane Trip
Amount (PHP) b. Excavator Trip
c. Dump truck Trip
d. Manpower Person
0 e. Permit and Clearance L.S.
₱155,861.00 f. Toll Fees and Miscellaneous L.S.
₱18,703.32 g. Utilities Connection L.S
₱12,468.88 h. Barracks & Office L.S
₱9,351.66
₱196,384.86 Sub-total
Name & Capacity No. of Units
Equipment:
a. Truck Mounted Crane 1
b. Minor Tools (10% of labor cost) 1
Sub-total
Direct Unit Cost
Amount (PHP)
#REF! Clearing and Grubbing
#REF! Designation No. of Person
Labor
#REF! a. Foreman 1
Amount (PHP) b. Unskilled Labor 5
#REF! Sub-total
Name & Capacity No. of Units
#REF! Equipment:
#REF! a. Minor Tools (10% of labor cost) 1
166.65
#REF! Sub-total
Amount (PHP) Direct Unit Cost
#REF!
#REF!
#REF! Site Surveying
Designation No. of Person
Labor
a. Surveyor 2
b. Assistant Surveyor 2
c. Laborer/Helper 4
Sub-total
Name & Capacity No. of Units
Equipment:
Amount (PHP) a.Total Station/Transit Rental 1
b. GPS Equipment Rental 1
₱5,056.00 c. Measuring Tools (Level Rod, Tape) 1
₱4,416.00
₱9,472.00 Sub-total
Amount (PHP) Direct Unit Cost
0 Excavation
₱9,472.00 Designation No. of Person
1 Labor
₱9,472.00 a. Foreman 1
Amount (PHP) b. Highly Skilled Operator 1
c. Unskilled Labor 1
₱0.00
₱0.00 Sub-total
₱9,472.00 Name & Capacity No. of Units
₱1,136.64 Equipment:
₱757.76 a. Excavator 0.8 cu.m. bucket 1
₱568.32 b. Minor Tools (10% of labor cost) 1
₱11,934.72
Sub-total
Direct Unit Cost
#REF!
#REF! Embankment
#REF! Designation No. of Person
Labor
#REF! a. Foreman 1
Amount (PHP) b. Highly Skilled Operator 1
c. Unskilled Labor 1
#REF!
#REF! Sub-total
Name & Capacity No. of Units
Equipment:
a. Excavator 0.8 cu.m. bucket 1
b. Minor Tools (10% of labor cost) 1
#REF!
#REF! Sub-total
29.32 Direct Unit Cost
Amount (PHP)
#REF!
Termite Control Work
Designation No. of Person
Labor
a. Foreman 1
b. Unskilled Labor 2
Sub-total
Name & Capacity No. of Units
Equipment:
Amount (PHP) a. Backpack Power Sprayer 1
b. Minor Tools (10% of labor cost) 1
₱3,211.44
₱4,759.69 Sub-total
₱3,586.78 Materials
Termiticide L
₱11,557.92
Amount (PHP) Sub-total
Direct Unit Cost
₱95,108.07
₱1,155.79
Gravel Bedding
Designation No. of Person
Labor
a. Foreman 1
₱96,263.86 b. Unskilled Labor 3
₱107,821.78
29.32 Sub-total for A
₱77.25 Name & Capacity No. of Units
Amount (PHP) Equipment:
a. Plate Compactor 2
₱0.00 b. Excavator 0.3 cu.m. bucket 1
₱0.00 b. Minor Tools (10% of labor cost) 1
₱107,821.78
₱12,938.61 Sub-total for B
₱8,625.74 Name & Specification Unit
₱6,469.31 Materials
₱135,855.44 GRAVEL G1 cu.m.
Sub-total
ol Work Direct Unit Cost
900 - Reinforced Concrete
Amount (PHP) Designation No. of Person
Labor
₱198.87 a. Foreman 1
₱888.45 b. Skilled Labor 3
c. Unskilled Labor 6
₱1,087.32
Amount (PHP) Sub-total for A
Name & Capacity No. of Units
₱500.00 Equipment:
₱108.73 a.Concrete Vibrator 2
b. Concrete Pump Trailer Mounted 1
₱608.73 c. Boom Concrete Pump 1
₱1,696.05 d. Minor Tools (10% of labor cost) 1
₱1,240,546.74 Sub-total for B
Materials
₱1,240,546.74 READY MIX CONCRETE 4000PSI @ 14 cu.m.
DAYS
₱1,242,242.78 READY MIX CONCRETE 3500PSI @ 14 cu.m.
DAYS
₱149,069.13 READY MIX CONCRETE 3000PSI @ 14 cu.m.
DAYS
Sub-total
Direct Unit Cost
g
Rebar Fabrication
Designation No. of Person
Labor
Amount (PHP) a. Foreman 1
b. Steelman 6
₱980.77 c. Unskilled Labor 4
₱6,572.42
Sub-total for A
₱7,553.20 Name & Capacity No. of Units
Amount (PHP) Equipment:
Bar Cutter 2
₱7,152.47 Bar Bender 2
₱14,421.24
₱21,573.71 Sub-total for B
₱29,126.90 Materials
Reinforcing Steel bars Deformed Grade 60
3.33 kg
₱60,028.40 Sub-total
Direct Unit Cost
₱60,028.40
₱89,155.30
₱10,698.64 Rebar Installation
₱7,132.42 Designation No. of Person
₱5,349.32 Labor
₱112,335.68 a. Foreman 1
b. Steelman 6
c. Unskilled Labor 3
Sub-total for A
Amount (PHP) Name & Capacity No. of Units
Equipment:
₱980.94 a. Minor Tools (10% of labor cost) 1
₱6,736.29
₱7,717.23
Amount (PHP)
Sub-total for B
₱7,152.47 Materials
₱14,421.24 G.I Wire #16 kg
₱60,028.40
Sub-total
₱60,028.40 Direct Unit Cost
Scaffolding Works
Designation No. of Person
Labor
a. Foreman 1
b. Skilled Labor 4
c. Unskilled Labor 8
Sub-total for A
Name & Capacity No. of Units
Equipment:
a. H-frame set w/ catwalk 450
b. Minor Tools (10% of labor cost) 1
ncrete
Sub-total
Direct Unit Cost
#REF!
Amount (PHP)
Formworks Fabrication
₱111,169.88 Designation No. of Person
₱252,919.08 Labor
#REF! a. Foreman 1
#REF! b. Skilled Labor 6
c. Unskilled Labor 10
Sub-total for A
Name & Capacity No. of Units
#REF! Equipment:
#REF! a. Minor Tools (10% of labor cost) 1
4.00
#REF!
Amount (PHP) Sub-total for B
Name & Specification Unit
₱5,836,609.44 Materials
₱10,820,885.24 PVC Board (18mmx1.2mx2.44m) pc
₱1,412,698.35 Cocolumber (2''x3"x12) bdft
CWN Assorted kg
Sub-total
Direct Unit Cost
₱18,070,193.03
#REF! Formworks Installation
#REF! Designation No. of Person
#REF! Labor
#REF! a. Foreman 1
#REF! b. Skilled Labor 6
c. Unskilled Labor 10
Sub-total for A
Name & Capacity No. of Units
Equipment:
on a. Minor Tools (10% of labor cost) 1
Sub-total for B
Amount (PHP) Name & Specification Unit
Materials
₱28,476.16 CWN Assorted kg
₱506,454.84
₱254,434.59 Sub-total
Direct Unit Cost
₱789,365.60
Amount (PHP)
Stripping of Forms
₱371,015.27 Designation No. of Person
₱593,455.60 Labor
a. Foreman 1
b. Skilled Labor 4
c. Unskilled Labor 10
₱2,543,202.08
₱3,332,567.67 Sub-total for A
0.09 Name & Capacity No. of Units
₱43,381.51 Equipment:
Amount (PHP) a. Minor Tools (10% of labor cost) 1
₱35,574,445.90
Sub-total
Direct Unit Cost
₱35,574,445.90
₱38,907,013.58 Plumbing Works (Sanitary, Drainage & Waterline)
₱4,668,841.63 Designation No. of Person
₱3,112,561.09 Labor
₱2,334,420.82 a. Foreman 1
₱49,022,837.11 b. Skilled Labor 4
c. Unskilled Labor 2
Sub-total for A
Name & Capacity No. of Units
Equipment:
n a. Minor Tools (10% of labor cost) 1
Sub-total for B
Amount (PHP) Name & Specification Unit
Materials
₱26,714.75 PVC PIPES (202mm D) PC
₱475,127.74 PVC PIPES (151mm D) PC
₱179,022.28 PVC PIPES (101mm D) PC
PVC PIPES (76mm D) PC
₱680,864.77 PVC PIPES (50mm D) PC
Amount (PHP) PVC TEE (50mm D) PC
PVC 45deg. (3mm BEND x 50mm) PC
₱68,086.48 PVC 45deg. (3mm BEND x 76mm) PC
PVC 45deg. (3mm BEND x 101mm) PC
PVC 90deg (3mm BEND x 50mm) PC
PVC 90deg (3mm BEND x 76mm) PC
PVC 90deg (3mm BEND x 101mm) PC
₱1,429,816.01 PVC P-TRAP W/ PLUG & SEALING RING PC
(50mm)
₱2,110,680.78 PVC P-TRAP W/ PLUG & SEALING RING PC
(76mm)
0.10 PVC CLEAN-OUT W/ PLUG & SEALING PC
RING (101mm)
₱27,475.67 PVC 45deg. SINGLE BRANCH, WYE PC
(101mm x 50mm)
Amount (PHP) PVC 45deg. SINGLE BRANCH, WYE PC
(101mm x 76mm)
PVC 45deg. SINGLE BRANCH, WYE PC
(101mm x 101mm)
₱614,544.00 WATER METER PC
SOLVENT CAN
G.I. PIPES (50mm D) PC
G.I. TEE, BANDED (50mm D) PC
G.I UNIONS, FLAT SEAT (50mm D) PC
G.I REDUCER (25.4mm D) PC
G.I. COUPLING ELBOW (50mm D) PC
₱614,544.00 BRONZE FAUCETS (12.7mm D) PC
₱2,725,224.78 GATE VALVE 25MM DIA PC
₱327,026.97 FLOOR DRAIN PC
₱218,017.98 TEFFLON TAPE ROLL
₱163,513.49
₱3,433,783.22 Sub-total
Direct Unit Cost
Electrical Works
Designation No. of Person
Labor
a. Foreman 1
b. Skilled Labor 4
c. Unskilled Labor 2
ks Sub-total for A
Name & Capacity No. of Units
Equipment:
a. Minor Tools (10% of labor cost) 1
Amount (PHP)
₱86,318.34 Sub-total for B
₱333,135.62 Name & Specification Unit
₱514,169.79 Materials
PC
₱933,623.75 PC
Amount (PHP) PC
PC
₱2,494,934.68 PC
₱93,362.37 PC
PC
PC
₱2,588,297.05 PC
₱3,521,920.80 PC
8.42 PC
₱490.38 PC
Amount (PHP) PC
PC
PC
PC
PC
₱0.00 PC
₱3,521,920.80 PC
₱422,630.50 CAN
₱281,753.66 PC
₱211,315.25 PC
₱4,437,620.21 PC
PC
PC
PC
PC
PC
ation ROLL
Sub-total
Direct Unit Cost
Amount (PHP)
₱111,674.74 CHB Laying (Class B Mixture)
₱484,870.15 Designation No. of Person
₱623,633.86 Labor
a. Foreman 1
₱1,220,178.75 b. Skilled Labor 6
Amount (PHP) c. Unskilled Labor 3
₱122,017.87 Sub-total for A
Name & Capacity No. of Units
Equipment:
₱122,017.87 a. Minor Tools (10% of labor cost) 1
₱1,342,196.62
18.00
₱90.09 Sub-total for B
Amount (PHP) Name & Specification Unit
Materials
₱1,989,500.00 CHB 6" PC
₱22,715.00 CHB 4" PC
₱27,680.00 Sand S1 PC
Portland Cement 40 kg PC
₱2,039,895.00 G.I Tie Wires #16 kg
₱3,382,091.62 Deformed Bars 10mm dia. x 12 m PC
₱405,850.99
₱270,567.33 Sub-total
₱202,925.50 Direct Unit Cost
₱4,261,435.44
Plastering (Class B Mixture)
Designation No. of Person
Labor
a. Foreman 1
ation b. Skilled Labor 12
c. Unskilled Labor 6
Sub-total for A
Amount (PHP) Name & Capacity No. of Units
Equipment:
₱201,014.53 a. Minor Tools (10% of labor cost) 1
₱872,766.27
₱1,122,540.94
Sub-total
₱2,196,321.74 Direct Unit Cost
Amount (PHP)
₱219,632.17 Waterproofing
Designation No. of Person
Labor
₱219,632.17 a. Foreman 1
₱2,415,953.92 b. Skilled Labor 9
10.00 c. Unskilled Labor 3
₱162.17
Amount (PHP) Sub-total for A
Name & Capacity No. of Units
₱9,600.00 Equipment:
a. Minor Tools (10% of labor cost) 1
₱9,600.00
₱2,425,553.92
₱291,066.47 Sub-total for B
₱194,044.31 Name & Specification Unit
₱145,533.24 Materials
₱3,056,197.94 Cementitious Waterproofing 16L pc
Portland Cemet 40 kg PC
Paint Brush pc
Consumables (5% Materials Cost) -
Sub-total
ms Direct Unit Cost
Tile Works
Amount (PHP) Designation No. of Person
Labor
₱100,507.27 a. Foreman 1
₱290,922.09 b. Skilled Labor 10
₱561,270.47 c. Unskilled Labor 5
₱952,699.83 Sub-total for A
Amount (PHP) Name & Capacity No. of Units
Equipment:
₱95,269.98 a. Minor Tools (10% of labor cost) 1
₱95,269.98 Sub-total for B
₱1,047,969.81 Name & Specification Unit
20.00 Materials
₱70.34 Ceramic Tile 0.6m x 0.6m pc
Amount (PHP) Unglazed Tile 0.4m x 0.4m pc
White Cement Joint Filler 10 kg bag
Tile Adhesive 25 kg bag
₱0.00 Sub-total
₱1,047,969.81 Direct Unit Cost
₱125,756.38
₱83,837.58
₱62,878.19 Paint work
₱1,320,441.96 Designation No. of Person
Labor
a. Foreman 1
b. Skilled Labor 10
c. Unskilled Labor 4
nage & Waterline) Sub-total for A
Name & Capacity No. of Units
Equipment:
a. Minor Tools (10% of labor cost) 1
Amount (PHP)
₱55,861.02 Sub-total for B
₱161,691.84 Materials
₱62,389.80 Skimcoat 20 kg bags
Elastomeric Paint Primer 16L pail
₱279,942.66 Elastomeric Paint Base 16L pail
Amount (PHP) Flat Latex White 16L pail
Semi Gloss Latex gal
₱27,994.27 Gypsum Putty gal
Flatwall Enamel Primer gal
Epoxy Primer gal
₱27,994.27 Quick Drying Enamel Black gal
₱307,936.93 Paint thinner gal
1.00 Roller Brush w/ Pan gal
₱307,936.93 Baby Roller pc
Amount (PHP) Paint Brush #4 pc
Paint Brush #3 pc
₱54,624.00 Paint Brush #2 pc
₱289,737.00 Sanding Paper roll
₱177,100.00 Palette pair
₱24,960.00
₱95,580.00 Sub-total
₱15,080.00 Direct Unit Cost
₱3,540.00
₱5,076.00
₱7,138.00 Cieling & Framework
₱11,550.00 Designation No. of Person
₱360.00 Labor
₱27,738.00 a. Foreman 1
₱12,390.00 b. Skilled Labor 12
₱14,210.00 c. Unskilled Labor 12
₱4,840.00
₱16,520.00 Sub-total for A
₱15,974.00 Name & Capacity No. of Units
₱27,853.00 Equipment:
₱1,250.00 a. Minor Tools (10% of labor cost) 1
₱115,500.00
₱348.00 Sub-total for B
₱9,880.00 Name & Specification Unit
₱1,120.00 Materials
₱400.00 Gypsum Board 12mm thk. (4' x 10') pc
₱6,240.00 Hardiflex Board 3.5mm thk. pc
₱14,430.00 Hardiflex Screw box
₱42,250.00 Carrying Channel 0.6mm thk. x 5m pc
₱2,500.00 Double Furring Channel 0.6mm thk. x pc
Double Furring Clip box
₱998,188.00 Blind Rivets box
₱1,306,124.93 Concrete Nail kg
₱156,734.99 Drill Bit (5/8" stainless) pc
₱104,489.99 Mesh Tape 2" x 230' pc
₱78,367.50 Gypsum screw 1-1/2" - 1000 box
₱1,645,717.41
Sub-total
Direct Unit Cost
Plumbing Fixtures Installation
ks Designation No. of Person
Labor
a. Installer 5
b. Helper 5
Amount (PHP)
Sub-total for A
₱55,861.02 Name & Capacity No. of Units
₱161,691.84 Equipment:
₱62,389.80 a. Minor Tools (10% of labor cost) 1
₱279,942.66
Amount (PHP) Sub-total for B
Name & Specification Unit
₱27,994.27 Materials
WATER CLOSET INCLUDING FITTINGS SET
AND ACC. (ELONGATED) AMERICAN STD
WATER CLOSET INCLUDING FITTINGS
OR EQUIVALENT SET
AND ACC. (ROUND) AMERICAN STD OR
₱27,994.27 LAVATORY
EQUIVALENTINCLUDING FITTINGS AND SET
ACC. AMERICAN STD OR EQUIVALENT
₱307,936.93 URINAL INCLUDING FITTINGS AND ACC. SET
AMERICAN STD OR EQUIVALENT
1.00 KITCHEN SINK SET
₱307,936.93 Consumables (5% Materials Cost) -
Amount (PHP)
Sub-total
₱54,624.00 Direct Unit Cost
₱289,737.00
₱177,100.00
₱24,960.00 Glass Works
₱95,580.00 Designation No. of Person
₱15,080.00 Labor
₱3,540.00 a. Installer 8
₱5,076.00 b. Helper 8
₱7,138.00 c. Sealant Applicator 8
₱11,550.00
₱360.00 Sub-total for A
₱27,738.00 Name & Capacity No. of Units
₱12,390.00 Equipment:
₱14,210.00 a. Minor Tools (10% of labor cost) 1
₱4,840.00
₱16,520.00
₱15,974.00 Sub-total for B
₱27,853.00 Name & Specification Unit
₱1,250.00 Materials
Railing with 12mm thk Clear Tempered Glass
₱38,595.00 x 0.8m H ln.m
₱115,500.00 12mm thk Clear Tempered Glass Wall sq.m.
₱348.00 12mm thk Frosted Tempered Glass Wall sq.m.
Light Blue Reflective Light Tempered Glass
₱9,880.00 Curtain Wall System sq.m.
₱1,120.00 Weather Srip ln.m
₱400.00 Silicone Sealant pc
₱6,240.00
₱14,430.00 Sub-total
₱42,250.00 Direct Unit Cost
₱4,500.00
₱1,038,783.00 Septic Tank
₱1,346,719.93 Designation No. of Person
₱161,606.39 Labor
₱107,737.59 a. Foreman 1
₱80,803.20 b. Skilled Labor 2
₱1,696,867.11 c. Unskilled Labor 3
Sub-total for A
Name & Capacity No. of Units
Equipment:
a. Minor Tools (10% of labor cost) 1
Mixture)
Sub-total for B
Name & Specification Unit
Amount (PHP) Materials
GRAVEL G1 cu.m.
₱98,161.58 READY MIX CONCRETE 3000PSI @ 14 cu.m.
DAYS
₱568,264.80 PVC Board (18mmx1.2mx2.44m) pc
₱219,268.50 Cocolumber (2''x3"x12) bdft
CWN Assorted kg
₱885,694.88 PVC PIPES (151mm D) PC
Amount (PHP) PVC TEE (151mm D) PC
150mm D Brass Clean Out PC
₱88,569.49
Sub-total
Direct Unit Cost
₱88,569.49
₱974,264.36
7.50 Solar System
₱133.97 Designation No. of Person
Amount (PHP) Labor
a. Installer 2
₱678,330.00 b. Helper 2
₱684,900.00 c. Technician 1
₱302,610.00
₱1,537,800.00 Sub-total for A
₱146,880.00 Name & Capacity No. of Units
₱622,440.00 Equipment:
a. Minor Tools (10% of labor cost) 1
₱3,972,960.00
₱4,947,224.36
₱593,666.92 Sub-total for B
₱395,777.95 Name & Specification Unit
₱296,833.46 Materials
₱6,233,502.70 Deye SUN-30K-SG01HP3-EU-AM2 set
730W Monocrystaline Solar Panel set
Adjustable Mounting Bracket (10-15 deg) set
Consumables (5% Materials Cost) -
Sub-total
#REF! Direct Unit Cost
#REF!
#REF!
Amount (PHP)
#REF!
#REF!
#REF!
#REF!
#REF!
Amount (PHP)
₱6,268,350.00
₱180,180.00
₱6,448,530.00
#REF!
#REF!
#REF!
#REF!
#REF!
Amount (PHP)
₱43,804.55
₱285,286.33
₱73,386.33
₱402,477.21
Amount (PHP)
₱40,247.72
₱40,247.72
₱442,724.93
9.90
₱137.75
Amount (PHP)
₱155,295.00
₱6,875.00
₱980.00
₱8,157.50
₱171,307.50
₱614,032.43
₱73,683.89
₱49,122.59
₱36,841.95
₱773,680.86
Amount (PHP)
₱62,607.52
₱453,049.60
₱174,812.00
₱690,469.12
Amount (PHP)
₱69,046.91
₱69,046.91
₱759,516.03
17.00
₱96.28
Amount (PHP)
₱5,983,939.00
₱256,308.00
₱195,525.00
₱482,350.00
₱6,918,122.00
₱7,677,638.03
₱921,316.56
₱614,211.04
₱460,658.28
₱9,673,823.92
Amount (PHP)
#REF!
#REF!
#REF!
#REF!
Amount (PHP)
#REF!
#REF!
#REF!
62.50
#REF!
Amount (PHP)
₱1,003,260.00
₱203,490.00
₱217,500.00
₱146,450.00
₱61,185.60
₱271,680.00
₱72,000.00
₱24,311.00
₱37,444.00
₱10,127.00
₱2,800.00
₱900.00
₱2,600.00
₱1,200.00
₱800.00
₱58,000.00
₱240.00
₱2,113,987.60
#REF!
#REF!
#REF!
#REF!
#REF!
work
Amount (PHP)
₱163,244.86
₱1,417,555.27
₱1,093,945.00
₱2,674,745.13
Amount (PHP)
₱267,474.51
₱267,474.51
₱2,942,219.64
6.60
₱368.47
Amount (PHP)
₱1,180,300.00
₱9,100.00
₱250.00
₱99,045.00
₱515,097.00
₱27,968.00
₱24,000.00
₱16,000.00
₱5,500.00
₱8,736.00
₱20,160.00
₱1,906,156.00
₱4,848,375.64
₱581,805.08
₱387,870.05
₱290,902.54
₱6,108,953.31
stallation
Amount (PHP)
₱39,056.00
₱30,140.00
₱69,196.00
Amount (PHP)
₱6,919.60
₱6,919.60
₱76,115.60
1.00
₱76,115.60
Amount (PHP)
₱285,000.00
₱547,500.00
₱423,200.00
₱84,500.00
₱20,400.00
₱68,030.00
₱1,428,630.00
₱1,504,745.60
₱180,569.47
₱120,379.65
₱90,284.74
₱1,895,979.46
Amount (PHP)
₱253,222.50
₱219,459.50
₱202,578.00
₱675,260.00
Amount (PHP)
₱67,526.00
₱67,526.00
₱742,786.00
1.00
₱742,786.00
Amount (PHP)
₱266,112.00
₱8,642,800.00
₱2,194,200.00
₱13,344,000.00
₱244,770.00
₱71,700.00
₱24,763,582.00
₱25,506,368.00
₱3,060,764.16
₱2,040,509.44
₱1,530,382.08
₱32,138,023.68
Amount (PHP)
₱20,239.50
₱29,292.00
₱33,907.50
₱83,439.00
Amount (PHP)
₱8,343.90
₱8,343.90
₱91,782.90
1.00
₱91,782.90
Amount (PHP)
₱1,240.00
₱399,137.76
₱69,000.00
₱2,520.00
₱800.00
₱31,536.00
₱800.00
₱6,860.00
₱511,893.76
₱603,676.66
₱72,441.20
₱48,294.13
₱36,220.60
₱760,632.59
Amount (PHP)
₱17,875.00
₱12,693.20
₱9,425.00
₱39,993.20
Amount (PHP)
₱3,999.32
₱3,999.32
₱43,992.52
1.00
₱43,992.52
Amount (PHP)
₱250,708.80
₱1,015,000.00
₱69,000.00
₱2,520.00
₱800.00
₱31,536.00
₱800.00
₱6,860.00
₱1,377,224.80
₱1,421,217.32
₱170,546.08
₱113,697.39
₱85,273.04
₱1,790,733.82
ELBEDDING
No. of Hours Hourly Rate Amount (PHP)
7.27 ₱134.93 ₱980.94
29.80 ₱75.35 ₱6,736.29
₱7,717.23
No. of Hours Hourly Rate Amount (PHP)
29.08 ₱123.00 ₱7,152.47
14.54 ₱992.00 ₱14,421.24
1.00 ₱0.00 ₱0.00
₱21,573.71
Quantity Unit Cost Amount (PHP)
96.82 ₱620.00 ₱60,028.40
₱60,028.40
bilization
Quantity Unit Cost Amount (PHP)
1.00 ₱7,500.00 ₱7,500.00
2.00 ₱25,000.00 ₱50,000.00
1.00 ₱7,500.00 ₱7,500.00
75.00 ₱1,000.00 ₱75,000.00
1.00 ₱3,000.00 ₱3,000.00
1.00 ₱5,000.00 ₱5,000.00
1.00 ₱10,000.00 ₱10,000.00
3.00 ₱15,000.00 ₱45,000.00
₱140,000.00
No. of Hours Hourly Rate Amount (PHP)
1.00 ₱1,861.00 ₱1,861.00
1.00 ₱14,000.00 ₱14,000.00
₱15,861.00
₱155,861.00
and Grubbing
No. of Hours Hourly Rate Amount (PHP)
6.00 ₱134.93 ₱809.58
24.00 ₱75.35 ₱9,042.00
₱9,851.58
No. of Hours Hourly Rate Amount (PHP)
1.00 ₱985.16 ₱985.16
₱985.16
₱10,836.74
Surveying
No. of Hours Hourly Rate Amount (PHP)
16.00 ₱158.00 ₱5,056.00
16.00 ₱138.00 ₱4,416.00
16.00 ₱100.00 ₱6,400.00
₱15,872.00
No. of Hours Rate Amount (PHP)
16.00 ₱1,812.50 ₱29,000.00
16.00 ₱1,425.00 ₱22,800.00
1.00 ₱1,500.00 ₱1,500.00
₱53,300.00
₱69,172.00
cavation
No. of Hours Hourly Rate Amount (PHP)
36.52 ₱134.93 ₱4,927.64
73.00 ₱99.99 ₱7,299.27
73.03 ₱75.35 ₱5,502.81
₱17,729.72
No. of Hours Hourly Rate Amount (PHP)
73.03 ₱1,998.00 ₱145,913.94
1.00 ₱1,772.97 ₱1,772.97
₱147,686.91
₱165,416.64
bankment
No. of Hours Hourly Rate Amount (PHP)
23.80 ₱134.93 ₱3,211.33
47.60 ₱99.99 ₱4,759.52
47.60 ₱75.35 ₱3,586.66
₱11,557.52
No. of Hours Hourly Rate Amount (PHP)
47.60 ₱1,998.00 ₱95,104.80
1.00 ₱1,155.75 ₱1,155.75
₱96,260.55
₱107,818.07
Control Work
No. of Hours Hourly Rate Amount (PHP)
1.47 ₱134.93 ₱198.35
5.90 ₱75.35 ₱889.13
₱1,087.48
No. of Hours Hourly Rate Amount (PHP)
5.90 ₱84.75 ₱500.00
1.00 ₱108.75 ₱108.75
₱608.75
4,864.89 ₱255.00 ₱1,240,546.95
₱1,240,546.95
₱1,242,243.18
el Bedding
No. of Hours Hourly Rate Amount (PHP)
7.27 ₱134.93 ₱980.94
29.08 ₱75.35 ₱6,573.53
₱7,554.48
No. of Hours Hourly Rate Amount (PHP)
29.08 ₱123.00 ₱7,153.68
14.54 ₱992.00 ₱14,423.68
1.00 ₱755.45 ₱755.45
₱22,332.81
Quantity Unit Cost Amount (PHP)
96.82 ₱620.00 ₱60,028.40
₱60,028.40
₱89,915.68
forced Concrete
No. of Hours Hourly Rate Amount (PHP)
609.15 ₱134.93 ₱82,192.61
609.15 ₱97.64 ₱178,432.22
609.15 ₱75.35 ₱275,396.71
₱536,021.54
No. of Hours Hourly Rate Amount (PHP)
609.15 ₱91.25 ₱111,169.88
121.83 ₱2,076.00 ₱252,919.08
426.41 ₱3,750.00 ₱1,599,018.75
1.00 ₱53,602.15 ₱53,602.15
₱3,088,752.94
763.16 ₱7,648.00 ₱5,836,609.44
1,472.63 ₱7,348.00 ₱10,820,885.24
200.81 ₱7,035.00 ₱1,412,698.35
₱18,070,193.03
₱21,694,967.52
No. of Hours Hourly Rate Amount (PHP)
211.04 ₱134.93 ₱28,475.63
844.18 ₱99.99 ₱506,457.35
844.18 ₱75.35 ₱254,434.59
₱789,367.57
No. of Hours Hourly Rate Amount (PHP)
844.18 ₱219.75 ₱371,017.11
844.18 ₱351.50 ₱593,458.54
₱2,543,210.78
768,180.65 ₱46.31 ₱35,574,445.90
₱35,574,445.90
₱38,907,024.25
No. of Hours Hourly Rate Amount (PHP)
197.99 ₱134.93 ₱26,714.79
791.96 ₱99.99 ₱475,128.48
791.96 ₱75.35 ₱179,022.56
₱680,865.83
No. of Hours Hourly Rate Amount (PHP)
1.00 ₱68,086.58 ₱68,086.58
₱1,429,818.25
7,681.80 ₱80.00 ₱614,544.00
₱614,544.00
₱2,725,228.08
No. of Hours Hourly Rate Amount (PHP)
639.73 ₱134.93 ₱86,318.77
852.97 ₱97.64 ₱333,135.96
852.97 ₱75.35 ₱514,170.32
₱933,625.05
No. of Hours Hourly Rate Amount (PHP)
852.97 ₱6.50 ₱2,494,937.25
1.00 ₱93,362.50 ₱93,362.50
₱2,588,299.76
₱3,521,924.80
No. of Hours Hourly Rate Amount (PHP)
827.65 ₱134.93 ₱111,674.81
827.65 ₱97.64 ₱484,870.48
827.65 ₱75.35 ₱623,634.27
₱1,220,179.57
No. of Hours Hourly Rate Amount (PHP)
1.00 ₱122,017.96 ₱122,017.96
₱122,017.96
Quantity Unit Cost Amount (PHP)
865.00 ₱2,300.00 ₱1,989,500.00
649.00 ₱35.00 ₱22,715.00
346.00 ₱80.00 ₱27,680.00
₱2,039,895.00
₱3,382,092.52
No. of Hours Hourly Rate Amount (PHP)
1,489.77 ₱134.93 ₱201,014.67
1,489.77 ₱97.64 ₱872,766.86
1,489.77 ₱75.35 ₱1,122,541.70
₱2,196,323.22
No. of Hours Hourly Rate Amount (PHP)
1.00 ₱219,632.32 ₱219,632.32
₱219,632.32
Quantity Unit Cost Amount (PHP)
120.00 ₱80.00 ₱9,600.00
₱9,600.00
₱2,425,555.54
No. of Hours Hourly Rate Amount (PHP)
744.88 ₱134.93 ₱100,506.66
744.88 ₱97.64 ₱290,920.33
744.88 ₱75.35 ₱561,267.08
₱952,694.07
No. of Hours Hourly Rate Amount (PHP)
1.00 ₱95,269.41 ₱95,269.41
₱95,269.41
₱1,047,963.48
rline)
No. of Hours Hourly Rate Amount (PHP)
414.00 ₱134.93 ₱55,861.02
414.00 ₱97.64 ₱161,691.84
414.00 ₱75.35 ₱62,389.80
₱279,942.66
No. of Hours Hourly Rate Amount (PHP)
1.00 ₱27,994.27 ₱27,994.27
₱27,994.27
Quantity Unit Cost Amount (PHP)
24.00 ₱2,276.00 ₱54,624.00
147.00 ₱1,971.00 ₱289,737.00
253.00 ₱700.00 ₱177,100.00
52.00 ₱480.00 ₱24,960.00
354.00 ₱270.00 ₱95,580.00
377.00 ₱40.00 ₱15,080.00
118.00 ₱30.00 ₱3,540.00
94.00 ₱54.00 ₱5,076.00
86.00 ₱83.00 ₱7,138.00
210.00 ₱55.00 ₱11,550.00
4.00 ₱90.00 ₱360.00
207.00 ₱134.00 ₱27,738.00
118.00 ₱105.00 ₱12,390.00
98.00 ₱145.00 ₱14,210.00
121.00 ₱40.00 ₱4,840.00
118.00 ₱140.00 ₱16,520.00
98.00 ₱163.00 ₱15,974.00
161.00 ₱173.00 ₱27,853.00
1.00 ₱1,250.00 ₱1,250.00
249.00 ₱155.00 ₱38,595.00
77.00 ₱1,500.00 ₱115,500.00
4.00 ₱87.00 ₱348.00
76.00 ₱130.00 ₱9,880.00
32.00 ₱35.00 ₱1,120.00
8.00 ₱50.00 ₱400.00
39.00 ₱160.00 ₱6,240.00
37.00 ₱390.00 ₱14,430.00
169.00 ₱250.00 ₱42,250.00
250.00 ₱10.00 ₱2,500.00
₱1,036,783.00
₱1,344,719.93
No. of Hours Hourly Rate Amount (PHP)
414.00 ₱134.93 ₱55,861.02
414.00 ₱97.64 ₱161,691.84
414.00 ₱75.35 ₱62,389.80
₱279,942.66
No. of Hours Hourly Rate Amount (PHP)
1.00 ₱27,994.27 ₱27,994.27
₱27,994.27
Quantity Unit Cost Amount (PHP)
24.00 ₱2,276.00 ₱54,624.00
147.00 ₱1,971.00 ₱289,737.00
253.00 ₱700.00 ₱177,100.00
52.00 ₱480.00 ₱24,960.00
354.00 ₱270.00 ₱95,580.00
377.00 ₱40.00 ₱15,080.00
118.00 ₱30.00 ₱3,540.00
94.00 ₱54.00 ₱5,076.00
86.00 ₱83.00 ₱7,138.00
210.00 ₱55.00 ₱11,550.00
4.00 ₱90.00 ₱360.00
207.00 ₱134.00 ₱27,738.00
118.00 ₱105.00 ₱12,390.00
98.00 ₱145.00 ₱14,210.00
121.00 ₱40.00 ₱4,840.00
118.00 ₱140.00 ₱16,520.00
98.00 ₱163.00 ₱15,974.00
161.00 ₱173.00 ₱27,853.00
1.00 ₱1,250.00 ₱1,250.00
249.00 ₱155.00 ₱38,595.00
77.00 ₱1,500.00 ₱115,500.00
4.00 ₱87.00 ₱348.00
76.00 ₱130.00 ₱9,880.00
32.00 ₱35.00 ₱1,120.00
8.00 ₱50.00 ₱400.00
39.00 ₱160.00 ₱6,240.00
37.00 ₱390.00 ₱14,430.00
169.00 ₱250.00 ₱42,250.00
450.00 ₱10.00 ₱4,500.00
₱1,038,783.00
₱1,346,719.93
No. of Hours Hourly Rate Amount (PHP)
727.50 ₱134.93 ₱98,161.58
970.00 ₱97.64 ₱568,264.80
970.00 ₱75.35 ₱219,268.50
₱885,694.88
No. of Hours Hourly Rate Amount (PHP)
1.00 ₱88,569.49 ₱88,569.49
₱88,569.49
Quantity Unit Cost Amount (PHP)
45,222.00 ₱15.00 ₱678,330.00
45,660.00 ₱15.00 ₱684,900.00
393.00 ₱770.00 ₱302,610.00
5,592.00 ₱275.00 ₱1,537,800.00
306.00 ₱480.00 ₱146,880.00
1,995.00 ₱312.00 ₱622,440.00
₱3,972,960.00
₱4,947,224.36
No. of Hours Hourly Rate Amount (PHP)
727.50 ₱134.93 ₱98,161.58
969.67 ₱97.64 ₱1,136,142.95
969.67 ₱75.35 ₱438,387.81
₱1,672,692.33
No. of Hours Hourly Rate Amount (PHP)
1.00 ₱167,269.23 ₱167,269.23
₱167,269.23
₱1,839,961.56
No. of Hours Hourly Rate Amount (PHP)
324.65 ₱134.93 ₱43,805.02
324.65 ₱97.64 ₱285,289.43
324.65 ₱75.35 ₱73,387.13
₱402,481.59
No. of Hours Hourly Rate Amount (PHP)
1.00 ₱40,248.16 ₱40,248.16
₱40,248.16
Quantity Unit Cost Amount (PHP)
51.00 ₱3,045.00 ₱155,295.00
25.00 ₱275.00 ₱6,875.00
20.00 ₱49.00 ₱980.00
1.00 ₱8,157.50 ₱8,157.50
₱171,307.50
₱614,037.25
No. of Hours Hourly Rate Amount (PHP)
464.00 ₱134.93 ₱62,607.52
464.00 ₱97.64 ₱453,049.60
464.00 ₱75.35 ₱174,812.00
₱690,469.12
No. of Hours Hourly Rate Amount (PHP)
1.00 ₱69,046.91 ₱69,046.91
₱69,046.91
Quantity Unit Cost Amount (PHP)
20,423.00 ₱293.00 ₱5,983,939.00
3,286.00 ₱78.00 ₱256,308.00
395.00 ₱495.00 ₱195,525.00
877.00 ₱550.00 ₱482,350.00
₱6,918,122.00
₱7,677,638.03
No. of Hours Hourly Rate Amount (PHP)
360.48 ₱134.93 ₱48,639.57
360.48 ₱97.64 ₱351,972.67
360.48 ₱75.35 ₱108,648.67
₱509,260.91
No. of Hours Hourly Rate Amount (PHP)
1.00 ₱50,926.09 ₱50,926.09
₱50,926.09
2,908.00 ₱345.00 ₱1,003,260.00
57.00 ₱3,570.00 ₱203,490.00
75.00 ₱2,900.00 ₱217,500.00
50.00 ₱2,929.00 ₱146,450.00
273 ₱224.00 ₱61,185.60
320.00 ₱849.00 ₱271,680.00
100.00 ₱720.00 ₱72,000.00
23.00 ₱1,057.00 ₱24,311.00
46.00 ₱814.00 ₱37,444.00
19.00 ₱533.00 ₱10,127.00
20.00 ₱140.00 ₱2,800.00
20.00 ₱45.00 ₱900.00
20.00 ₱130.00 ₱2,600.00
20.00 ₱60.00 ₱1,200.00
20.00 ₱40.00 ₱800.00
10.00 ₱5,800.00 ₱58,000.00
20.00 ₱12.00 ₱240.00
₱2,113,987.60
₱2,674,174.60
No. of Hours Hourly Rate Amount (PHP)
1,209.85 ₱134.93 ₱163,245.06
1,209.85 ₱97.64 ₱1,417,557.05
1,209.85 ₱75.35 ₱1,093,946.37
₱2,674,748.48
No. of Hours Hourly Rate Amount (PHP)
1.00 ₱267,474.85 ₱267,474.85
₱267,474.85
Quantity Unit Cost Amount (PHP)
2,146.00 ₱550.00 ₱1,180,300.00
20.00 ₱455.00 ₱9,100.00
1.00 ₱250.00 ₱250.00
1,065.00 ₱93.00 ₱99,045.00
3,993.00 ₱129.00 ₱515,097.00
184.00 ₱152.00 ₱27,968.00
96.00 ₱250.00 ₱24,000.00
160.00 ₱100.00 ₱16,000.00
50.00 ₱110.00 ₱5,500.00
112.00 ₱78.00 ₱8,736.00
72.00 ₱280.00 ₱20,160.00
₱1,906,156.00
₱4,848,379.33
No. of Hours Hourly Rate Amount (PHP)
80.00 ₱97.64 ₱39,056.00
80.00 ₱75.35 ₱30,140.00
₱69,196.00
No. of Hours Hourly Rate Amount (PHP)
1.00 ₱6,919.60 ₱6,919.60
₱6,919.60
Quantity Unit Cost Amount (PHP)
19.00 ₱15,000.00 ₱285,000.00
73.00 ₱7,500.00 ₱547,500.00
92.00 ₱4,600.00 ₱423,200.00
26.00 ₱3,250.00 ₱84,500.00
4.00 ₱5,100.00 ₱20,400.00
1.00 ₱68,030.00 ₱68,030.00
₱1,428,630.00
₱1,504,745.60
No. of Hours Hourly Rate Amount (PHP)
337.63 ₱93.75 ₱253,222.50
337.63 ₱81.25 ₱219,459.50
337.63 ₱75.00 ₱202,578.00
₱675,260.00
No. of Hours Hourly Rate Amount (PHP)
1.00 ₱67,526.00 ₱67,526.00
₱67,526.00
Quantity Unit Cost Amount (PHP)
264.00 ₱1,008.00 ₱266,112.00
1,271.00 ₱6,800.00 ₱8,642,800.00
318.00 ₱6,900.00 ₱2,194,200.00
1,112.00 ₱12,000.00 ₱13,344,000.00
199.00 ₱1,230.00 ₱244,770.00
478.00 ₱150.00 ₱71,700.00
₱24,763,582.00
₱25,506,368.00
No. of Hours Hourly Rate Amount (PHP)
150.00 ₱134.93 ₱20,239.50
150.00 ₱97.64 ₱29,292.00
150.00 ₱75.35 ₱33,907.50
₱83,439.00
No. of Hours Hourly Rate Amount (PHP)
1.00 ₱8,343.90 ₱8,343.90
₱8,343.90
Quantity Unit Cost Amount (PHP)
2.00 ₱620.00 ₱1,240.00
56.74 ₱7,035.00 ₱399,137.76
30.00 ₱2,300.00 ₱69,000.00
72.00 ₱35.00 ₱2,520.00
10.00 ₱80.00 ₱800.00
16.00 ₱1,971.00 ₱31,536.00
20.00 ₱40.00 ₱800.00
20.00 ₱343.00 ₱6,860.00
₱511,893.76
₱603,676.66
ar System
No. of Hours Hourly Rate Amount (PHP)
65.00 ₱137.50 ₱17,875.00
65.00 ₱97.64 ₱12,693.20
65.00 ₱145.00 ₱9,425.00
97889.25
₱39,993.20
No. of Hours Hourly Rate Amount (PHP)
1.00 ₱3,999.32 ₱3,999.32
₱3,999.32
Quantity Unit Cost Amount (PHP)
1.00 ₱250,708.80 ₱250,708.80
29.00 ₱35,000.00 ₱1,015,000.00
174.00 ₱650.00 ₱113,100.00
1.00 ₱68,940.44 ₱68,940.44
₱1,447,749.24
₱1,491,741.76
DETAILED UNIT PRICE ANALYSIS (DUPA
PARK/MONUMENT
Item No./Description : Occupational Safety and Health Program
Unit of Measurement : l.s
Output : 1
Designation No. of Person No. of Hours Hourly Rate
Labor
A a. Safety Officer 3 3,600.00 ₱162.50
Sub-total for A
Name & Capacity No. of Units No. of Hours Hourly Rate
Equipment:
B
Sub-total for B
C Total (A+B)
D Output per hour (unit)
E Direct Unit Cost (C/D)
Name & Specification Unit Quantity Unit Cost
Materials
Safety Helmet man-days 200 338
Safety Shoes man-days 200 1950
Safety Gloves man-days 200 130
Safety Vest man-days 200 235
Rain Coats man-days 200 415
F
Eye Googles man-days 200 145
Misc. (Cabinet/ Medicines) Lot 40 832.32
Body Harness and Lanyard
F
Signage and Barricades
PPE Signage set
Safety First set
Warning Signs set
Caution Tape roll
Safety Net set
Sub-total for F
G Direct Unit Cost (C+F)
H Overhead, Contigencies and Miscellaneous (OCM) 12.00 % of G
I Contractor's Profit (CP) 8.00 % of G
J Value Added Tax (VAT) 5 % of ( G + H + I )
K Total Unit Cost (G+H+I+J)
Amount (PHP)
₱1,755,000.00
₱1,755,000.00 2000
Amount (PHP)
0
₱1,755,000.00
1
₱1,755,000.00
Amount (PHP)
67,600.00
390,000.00 338,759,613.50
26,000.00 217,397,000.30
47,000.00 26,545,491.76
83,000.00 26,711,228.61
29,000.00 18,382,569.96
33,292.80 627,795,904.10
7,500,000.00
16,693,209.00
32,117,844.00
28,459,550.00
3,062,924.93 5000
1,300,000.00 15104
89,133,527.93 15104
15104
675,892.80 3600
₱2,430,892.80 1000
₱291,707.14 54912
₱194,471.42
₱145,853.57
₱3,062,924.93
7500000
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