Item No./Description
Department of Public Works and Highways : 17KO0084 : Widening of Permanent Bridges to more than 2 Lanes, Opol Br. (B01322MN) along Butuan City-Cagayan de Oro CityIligan City Rd (Phase II), Mis. Or. : Misamis Oriental DETAILED UNIT PRICE ANALYSIS Roadway Excavation : 102
Unit of Measurement
:
m
Output per Hour
:
20.00 m
Contract Id Contract Name
Contract Location
3 3
Designation
No. of Person/s
No. of Hour/s
Hourly Rate
1 3
1.00 1.00
50.00 31.25
No. of Unit/s
No. of Hour/s
Hourly Rate
1
1.00
1250.00
1,250.00
b. Backhoe (0.80 m )
1
1.00
1500.00
1,500.00
3
1
0.43
1500.00
650.78 14.38 3,415.15 3,558.90
A. Labor a. Construction Foreman b. Unskilled Labor
Amount (Php) 50.00 93.75 143.75
Sub-Total for A Name and Capacity B. Equipment a. Dump Truck (12 yd3) 3
c. Payloader (1.50 m ) at disposal site Minor Tools (10% of Labor Cost)
Amount (Php)
Sub-Total for B Total (A+B)
C. D. Output per Hour=20.00 m E. Direct Unit Cost (C÷ D)
3
20.00 177.95
Name and Specification
Unit
Quantity
Unit Cost
Amount (Php)
F. Material
Sub-Total for F G. H. I. J. K.
Direct Unit Cost Overhead, Contingencies & Miscellaneous. (OCM)Expenses Contractor's Profit Value Added Tax Total Unit Cost
Prepared by:
177.95 12.46 14.24 24.56 229.20
(E+F) 7% of G 8% of G 12% (G+H+I) (G+H+I+J) Checked by:
ARMAN M. ARNOZA
ADELINO T. TANGAPA
Project Manager
Project Engineer
M. MONTESCLAROS ENT. INC
DPWH
Department of Public Works and Highways 17KO0084 Widening of Permanent Bridges to more than 2 Lanes, Opol Br. (B01322MN) along Butuan City-Cagayan de Oro CityIligan City Rd (Phase II), Mis. Or. Misamis Oriental DETAILED UNIT PRICE ANALYSIS Structure Excavation 102
Contract Id Contract Name
: :
Contract Location
:
Item No./Description
:
Unit of Measurement
:
m
Output per Hour
:
20.00 m
3
Designation A. Labor a. Construction Foreman b. Unskilled Labor
3
No. of Person/s
No. of Hour/s
Hourly Rate
Amount (Php)
1 3
1.00 1.00
50.00 31.25
No. of Unit/s
No. of Hour/s
Hourly Rate
1
1.00
1250.00
1,250.00
1
1.00
1500.00
1,500.00
1
0.43
1500.00
650.78 14.38 3,415.15 3,558.90
50.00 93.75 143.75
Sub-Total for A Name and Capacity B. Equipment a. Dump Truck (12 yd3) 3
b. Backhoe (0.80 m ) 3
c. Payloader (1.50 m ) at disposal site Minor Tools (10% of Labor Cost) Sub-Total for B Total (A+B) C. D. Output per Hour=20.00 m E. Direct Unit Cost (C÷ D)
Amount (Php)
3
20.00 177.95
Name and Specification
Unit
Quantity
Unit Cost
Amount (Php)
F. Material
Sub-Total for F G. H. I. J. K.
Direct Unit Cost Overhead, Contingencies & Miscellaneous. (OCM)Expenses Contractor's Profit Value Added Tax Total Unit Cost
Prepared by:
177.95 12.46 14.24 24.56 229.20
(E+F) 7% of G 8% of G 12% (G+H+I) (G+H+I+J) Checked by:
ARMAN M. ARNOZA
ADELINO T. TANGAPA
Project Manager M. MONTESCLAROS ENT. INC
Project Engineer DPWH
Department of Public Works and Highways Contract Id Contract Name
: 17KO0084 : Widening of Permanent Bridges to more than 2 Lanes, Opol Br.
Contract Location
(B01322MN) along Butuan City-Cagayan de Oro CityIligan City Rd (Phase II), Mis. Or. : Misamis Oriental DETAILED UNIT PRICE ANALYSIS 311 (1)c1
PCCP (t=0.23 m)
Item No./Description
:
Unit of Measurement
:
m
Output per Hour
:
70.00 m
2
Designation
2
No. of Person/s
No. of Hour/s
Hourly Rate
Amount (Php)
1 4
1.00 1.00
50.00 43.75
50.00 175.00
12
1.00
31.25
375.00 600.00
No. of Unit/s
No. of Hour/s
Hourly Rate
Amount (Php)
2 1 1
1.00 1.00 1.00
125.00 87.50 32.63
250.00 87.50 32.63
1
0.50
187.50
93.75 30.00 493.88
A. Labor
a. Construction Foreman b. Skilled Labor c. Unskilled Labor Sub-Total for A Name and Capacity B. Equipment
a. Concrete Vibrator b. Concrete Screeder (5.5 hp) c. Concrete Saw (7.5 hp), 14" Blade Ø d. Bar Cutter, Single Phase Minor Tools (5% of Labor Cost) Sub-Total for B C.
Total (A+B)
D. Output per Hour= 70m E. Direct Unit Cost (C÷ D)
1093.88
2
70.00 15.63
Name and Specification
Unit
Quantity
Unit Cost
Amount (Php)
a. Reinforcing Steel Bar b. Curing Compound
kg L
0.75 0.25
55.00 100.00
41.25 25.00
c. Asphalt Sealant d. Steel Forms (Rental)
L m
0.20 0.46
165.20 240.00
33.04 110.40
e. Ready Mix Concrete, 3500 psi f. Concrete Saw (Diamond Blade 14" Ø)
m pc
0.26 0.00015
5382.53 8375.00
1373.30 1.26
L
0.0087
250.00 (E+F)
2.18 1586.42 1602.05
7% of G 8% of G 12% (G+H+I)
112.14 128.16 221.08
(G+H+I+J)
2063.44
F. Material
g. Grease/Tar
3
Sub-Total for F G. Direct Unit Cost H. Overhead, Contingencies & Miscellaneous. (OCM)Expenses I. Contractor's Profit J. Value Added Tax K. Total Unit Cost Prepared by:
Checked by: ARMAN M. ARNOZA
ADELINO T. TANGAPA
Project Manager M. MONTESCLAROS ENT. INC
Project Engineer DPWH
Department of Public Works and Highways Contract Id Contract Name
: 17KO0084 : Widening of Permanent Bridges to more than 2 Lanes, Opol Br.
Contract Location
(B01322MN) along Butuan City-Cagayan de Oro CityIligan City Rd (Phase II), Mis. Or. : Misamis Oriental DETAILED UNIT PRICE ANALYSIS
Item No./Description
:
Stone Masonry
506
3
Unit of Measurement :
m
Output per Hour
1.60 m
3
:
Designation
No. of Person/s No. of Hour/s Hourly Rate Amount (Php)
A. Labor a. Construction Foreman b. Skilled Labor c. Unskilled Labor Sub-Total for A Name and Capacity
No. of Unit/s
B. Equipment a. One Bagger Mixer b. Water Truck/Pump (16000 L) 2
c. Backhoe (Wheel Type 0.28 m ) Minor Tools (10% of Labor Cost) Sub-Total for B Total (A+B) C. D. Output per Hour=1.60 m E. Direct Unit Cost (C÷ D)
1 2 6
1.00 1.00 1.00
50.00 43.75 31.25
No. of Hour/s Hourly Rate Amount (Php)
1 1
0.50 0.10
187.50 1250.00
93.75 125.00
1
0.10
1500.00
150.00 32.50 401.25 726.25
3
Name and Specification
50.00 87.50 187.50 325.00
1.60 453.91 Unit
Quantity
Unit Cost
F. Material a. Cement
bag
5.40
250.00
1350.00
b. Sand
m
3
0.27
1700.00
459.00
c. Gravel Fill d. Weep Holes (PVC)
m m
3
0.018 0.25
1700.00 58.33
30.60 14.58
e. Filter Cloth
m
2
0.015
67.87
1.02
f. Boulders m 1.41 Miscellaneous (1% of Material Cost) Sub-Total for F Direct Unit Cost Overhead, Contingencies & Miscellaneous. (OCM)Expenses Contractor's Profit Value Added Tax Total Unit Cost
800.00
1129.77 29.85 3014.82 3468.73 242.81 277.50 478.68 4467.72
3
G. H. I. J. K.
Prepared by:
(E+F) 7% of G 8% of G 12% (G+H+I) (G+H+I+J)
Amount (Php)
Checked by: ARMAN M. ARNOZA
ADELINO T. TANGAPA
Project Manager M. MONTESCLAROS ENT. INC
Project Engineer DPWH
Department of Public Works and Highways Contract Id Contract Name
: 17KO0084 : Widening of Permanent Bridges to more than 2 Lanes, Opol Br.
Contract Location
(B01322MN) along Butuan City-Cagayan de Oro CityIligan City Rd (Phase II), Mis. Or. : Misamis Oriental DETAILED UNIT PRICE ANALYSIS SPL-5
Filter Cloth
Item No./Description
:
Unit of Measurement
:
m
Output per Hour
:
100.00 m
2
Designation A. Labor a. Construction Foreman b. Skilled Labor c. Unskilled Labor Sub-Total for A Name and Capacity
2
No. of Person/s
No. of Hour/s
Hourly Rate
Amount (Php)
1 2 8
3.00 3.00 3.00
50.00 43.75 31.25
150.00 262.50 750.00 1162.50
No. of Unit/s
No. of Hour/s
Hourly Rate
Amount (Php)
4.50
1102.00
4959.00 4959.00 6121.50
B. Equipment a. Cargo Truck (9-10 mt) 1 Sub-Total for B Total (A+B) C. D. Output per Hour=100 m E. Direct Unit Cost (C÷ D)
2
Name and Specification
100.00 61.22 Unit
Quantity
Unit Cost
Amount (Php)
3.3
67.87
222.68 11.13 233.82 295.03 20.65 23.60 40.71 380.00
F. Material 2
a. Filter Cloth
m
Miscellaneous (5% of Material Cost)
Sub-Total for F G. H. I. J. K.
Direct Unit Cost Overhead, Contingencies & Miscellaneous. (OCM)Expenses Contractor's Profit Value Added Tax Total Unit Cost
Prepared by:
(E+F) 7% of G 8% of G 12% (G+H+I) (G+H+I+J) Checked by:
ARMAN M. ARNOZA
ADELINO T. TANGAPA
Project Manager
Project Engineer
M. MONTESCLAROS ENT. INC
DPWH
Department of Public Works and Highways Contract Id Contract Name
: 17KO0084 : Widening of Permanent Bridges to more than 2 Lanes, Opol Br.
Contract Location
(B01322MN) along Butuan City-Cagayan de Oro CityIligan City Rd (Phase II), Mis. Or. : Misamis Oriental DETAILED UNIT PRICE ANALYSIS
Item No./Description : 605(1)a Warning Signs (60 cm triangle) Unit of Measurement : ea Output per Hour : 1.00 ea
Designation
No. of Person/s
No. of Hour/s
Hourly Rate
Amount (Php)
1 2 8
5.00 5.00 5.00
50.00 43.75 31.25
250.00 437.50 1250.00 1937.50
No. of Unit/s
No. of Hour/s
Hourly Rate
Amount (Php)
1
5.00
1102.00
5510.00 193.75 5703.75 7641.25 1.00 7641.25
Unit
Quantity
Unit Cost
Amount (Php)
bag
4.50
250.00
1125.00
3
0.23
1700.00
391.00
3
0.47 8.00 8.00 4.00 12.00 1.00 1.00
1700.00 20.00 680.83 60.00 10.00 2815.00 80.00
799.00 160.00 5444.02 240.00 120.00 2815.00 80.00 11174.02 18815.27 1317.07 1505.22 2596.51 24234.07
A. Labor a. Construction Foreman b. Skilled Labor c. Unskilled Labor Sub-Total for A Name and Capacity B. Equipment a. Cargo Truck (9-10 mt) Minor Tools (10% of Labor Cost)
Sub-Total for B Total (A+B) C. D. Output per Hour= 1.00 ea E. Direct Unit Cost (C÷ D) Name and Specification F. Material a. Portland Cement b. Sand
m
c. Gravel d. Form Lumber, Good -4 uses e. 3" Ø G.I Pipe f. Plate g. Bolts, 5mm Ø h. Sign Face, 3mm thk Aluminum Sheet i. Assorted CWN (1kg/100 bd-ft of Lumber)
G. H. I. J. K.
m bd-ft m kg pc pc kg
Sub-Total for F Direct Unit Cost Overhead, Contingencies & Miscellaneous. (OCM)Expense Contractor's Profit Value Added Tax Total Unit Cost
Prepared by:
(E+F) 7% of G 8% of G 12% (G+H+I) (G+H+I+J) Checked by:
ARMAN M. ARNOZA
ADELINO T. TANGAPA
Project Manager M. MONTESCLAROS ENT. INC
Project Engineer DPWH
Department of Public Works and Highways Contract Id Contract Name
: 17KO0084 : Widening of Permanent Bridges to more than 2 Lanes, Opol Br.
Contract Location
(B01322MN) along Butuan City-Cagayan de Oro CityIligan City Rd (Phase II), Mis. Or. : Misamis Oriental DETAILED UNIT PRICE ANALYSIS
Item No./Description : 605(1)a Regulatory Signs (60 cm triangle) Unit of Measurement : ea Output per Hour : 1.00 ea
Designation
No. of Person/s
No. of Hour/s
Hourly Rate
Amount (Php)
1 2 8
5.00 5.00 5.00
50.00 43.75 31.25
250.00 437.50 1250.00 1937.50
No. of Unit/s
No. of Hour/s
Hourly Rate
Amount (Php)
1
5.00
1102.00
5510.00 193.75 5703.75 7641.25 1.00 7641.25
Unit
Quantity
Unit Cost
Amount (Php)
bag
4.50
250.00
1125.00
3
0.23
1700.00
391.00
3
0.47 8.00 12.14 4.00 12.00 1.00 1.00
1700.00 20.00 680.83 60.00 10.00 2815.00 80.00
799.00 160.00 8264.02 240.00 120.00 2815.00 80.00 13994.02 21635.27 1514.47 1730.82 2985.67 27866.23
A. Labor a. Construction Foreman b. Skilled Labor c. Unskilled Labor Sub-Total for A Name and Capacity B. Equipment a. Cargo Truck (9-10 mt) Minor Tools (10% of Labor Cost)
Sub-Total for B Total (A+B) C. D. Output per Hour= 1.00 ea E. Direct Unit Cost (C÷ D) Name and Specification F. Material a. Portland Cement b. Sand
m
c. Gravel d. Form Lumber, Good -4 uses
e. 3" Ø G.I Pipe f. Plate g. Bolts, 5mm Ø h. Sign Face, 3mm thk Aluminum Sheet i. Assorted CWN (1kg/100 bd-ft of Lumber)
G. H. I. J. K.
m bd-ft m kg pc pc kg
Sub-Total for F Direct Unit Cost Overhead, Contingencies & Miscellaneous. (OCM)Expense Contractor's Profit Value Added Tax Total Unit Cost
Prepared by:
(E+F) 7% of G 8% of G 12% (G+H+I) (G+H+I+J) Checked by:
ARMAN M. ARNOZA
ADELINO T. TANGAPA
Project Manager M. MONTESCLAROS ENT. INC
Project Engineer DPWH
Department of Public Works and Highways Contract Id Contract Name
: 17KO0084 : Widening of Permanent Bridges to more than 2 Lanes, Opol Br.
Contract Location
(B01322MN) along Butuan City-Cagayan de Oro CityIligan City Rd (Phase II), Mis. Or. : Misamis Oriental DETAILED UNIT PRICE ANALYSIS
Item No./Description : 605(1)c Informatory Signs (12" x 24") Unit of Measurement : ea Output per Hour : 1.00 ea
Designation
No. of Person/s
No. of Hour/s
Hourly Rate
Amount (Php)
1 1 2
3.00 3.00 3.00
50.00 43.75 31.25
150.00 131.25 187.50 468.75
No. of Unit/s
No. of Hour/s
Hourly Rate
Amount (Php)
1
2.00
1102.00
2204.00 46.88 2250.88 2719.63 1.00 2719.63
Unit
Quantity
Unit Cost
Amount (Php)
bag
2.50
250.00
625.00
3
0.14
1700.00
238.00
3
0.28 8.00 5.53 2.00 12.00 1.00 1.00
1700.00 20.00 680.83 60.00 10.00 2815.00 80.00
467.50 160.00 3762.15 120.00 120.00 2815.00 80.00 8387.65 11107.27 777.51 888.58 1532.80 14306.17
A. Labor a. Construction Foreman b. Skilled Labor c. Unskilled Labor Sub-Total for A Name and Capacity B. Equipment a. Cargo Truck (9-10 mt) Minor Tools (10% of Labor Cost)
Sub-Total for B Total (A+B) C. D. Output per Hour= 1.00 ea E. Direct Unit Cost (C÷ D) Name and Specification F. Material a. Portland Cement b. Sand
m
c. Gravel d. Form Lumber, Good -4 uses e. 3" Ø G.I Pipe f. Plate g. Bolts, 5mm Ø h. Sign Face, 3mm thk Aluminum Sheet i. Assorted CWN (1kg/100 bd-ft of Lumber)
G. H. I. J. K.
m bd-ft m kg pc pc kg
Sub-Total for F Direct Unit Cost Overhead, Contingencies & Miscellaneous. (OCM)Expense Contractor's Profit Value Added Tax Total Unit Cost
Prepared by:
(E+F) 7% of G 8% of G 12% (G+H+I) (G+H+I+J) Checked by:
ARMAN M. ARNOZA
ADELINO T. TANGAPA
Project Manager M. MONTESCLAROS ENT. INC
Project Engineer DPWH
Department of Public Works and Highways Contract Id Contract Name
: 17KO0084 : Widening of Permanent Bridges to more than 2 Lanes, Opol Br.
(B01322MN) along Butuan City-Cagayan de Oro CityIligan City Rd (Phase II), Mis. Or. Contract Location : Misamis Oriental DETAILED UNIT PRICE ANALYSIS Item No./Descripti :
Reflectorized Thermoplastic Pavement Markings (White)
612 (1)
2
Unit of Measurem :
m
Output per Hour
25.00 m
:
Designation
2
No. of Person/s
No. of Hour/s
Hourly Rate
Amount (Php)
1 2 6
3.00 3.00 3.00
50.00 43.75 31.25
150.00 262.50 562.50 975.00
No. of Unit/s
No. of Hour/s
Hourly Rate
Amount (Php)
1 1 1
3.00 3.00 3.00
1102.00 500.00 1000.00
3306.00 1500.00 3000.00 97.50 7903.50 8878.50
A. Labor a. Construction Foreman b. Skilled Labor c. Unskilled Labor Sub-Total for A Name and Capacity B. Equipment a. Cargo Truck/Delivery Truck (2-5 mt)
b. Applicator Machine c. Kneading Machine Minor Tools (10% of Labor Cost)
Sub-Total for B Total (A+B)
C.
D. Output per Hour= 25.00 m E. Direct Unit Cost (C÷ D)
2
Name and Specification F. Material a. Thermoplastic Paint (White) b. Glass Beads c. Primer d. LPG (50 Kg) e. LPG (12 Kg) f. Calsumine
25.00 355.14 Unit
Quantity
Unit Cost
Amount (Php)
bag bag L cyl cyl kg
1.468 0.126 0.457
585.59 790.00 850.00 2960.00 662.00 5.00
859.65 99.20 388.11 45.05 5.04 2.38 69.97 1469.39 1824.53 127.72 145.96 251.79 2350.00
0.015 0.008 0.476
Miscellaneous (5% of Material Cost)
G. H. I. J. K.
Sub-Total for F Direct Unit Cost Overhead, Contingencies & Miscellaneous. (OCM)Expense Contractor's Profit Value Added Tax Total Unit Cost
Prepared by:
(E+F) 7% of G 8% of G 12% (G+H+I) (G+H+I+J) Checked by:
ARMAN M. ARNOZA
ADELINO T. TANGAPA
Project Manager M. MONTESCLAROS ENT. INC
Project Engineer DPWH
Department of Public Works and Highways Contract Id Contract Name
: 17KO0084 : Widening of Permanent Bridges to more than 2 Lanes, Opol Br.
(B01322MN) along Butuan City-Cagayan de Oro CityIligan City Rd (Phase II), Mis. Or. Contract Location : Misamis Oriental DETAILED UNIT PRICE ANALYSIS Item No./Descripti :
Reflectorized Thermoplastic Pavement Markings (Yellow)
612 (2)
2
Unit of Measurem :
m
Output per Hour
25.00 m
:
Designation
2
No. of Person/s
No. of Hour/s
Hourly Rate
Amount (Php)
1 2 6
3.00 3.00 3.00
50.00 43.75 31.25
150.00 262.50 562.50 975.00
No. of Unit/s
No. of Hour/s
Hourly Rate
Amount (Php)
1 1 1
3.00 3.00 3.00
1102.00 500.00 1000.00
3306.00 1500.00 3000.00 97.50 7903.50 8878.50
A. Labor a. Construction Foreman b. Skilled Labor c. Unskilled Labor Sub-Total for A Name and Capacity B. Equipment a. Cargo Truck/Delivery Truck (2-5 mt)
b. Applicator Machine c. Kneading Machine Minor Tools (10% of Labor Cost)
Sub-Total for B Total (A+B)
C.
D. Output per Hour= 25.00 m E. Direct Unit Cost (C÷ D)
2
Name and Specification F. Material a. Thermoplastic Paint (White) b. Glass Beads c. Primer d. LPG (50 Kg) e. LPG (12 Kg) f. Calsumine
25.00 355.14 Unit
Quantity
Unit Cost
Amount (Php)
bag bag L cyl cyl kg
1.847 0.126 0.457
585.59 790.00 850.00 2960.00 662.00 5.00
1081.48 99.20 388.11 45.05 5.04 2.38 81.06 1702.31 2057.45 144.02 164.60 283.93 2650.00
0.015 0.008 0.476
Miscellaneous (5% of Material Cost)
G. H. I. J. K.
Sub-Total for F Direct Unit Cost Overhead, Contingencies & Miscellaneous. (OCM)Expense Contractor's Profit Value Added Tax Total Unit Cost
Prepared by:
(E+F) 7% of G 8% of G 12% (G+H+I) (G+H+I+J) Checked by:
ARMAN M. ARNOZA
ADELINO T. TANGAPA
Project Manager M. MONTESCLAROS ENT. INC
Project Engineer DPWH
Department of Public Works and Highways Contract Id Contract Name
: 17KO0084 : Widening of Permanent Bridges to more than 2 Lanes, Opol Br.
Contract Location
(B01322MN) along Butuan City-Cagayan de Oro CityIligan City Rd (Phase II), Mis. Or. : Misamis Oriental DETAILED UNIT PRICE ANALYSIS
Item No./Description Unit of Measurement Output per Hour
: : :
404 (a)
Designation
Reinforcing Steel Bar, Grade 40 kg 180.00 kg
No. of Person/s
No. of Hour/s
1 2 8
1.00 1.00 1.00
No. of Unit/s
No. of Hour/s
A. Labor a. Construction Foreman b. Skilled Labor c. Unskilled Labor Sub-Total for A Name and Capacity
B. Equipment a. Service Crane (21-25 mt) b. Cargo Truck (9-10 mt) c. Bar Cutter d. Bar Bender Sub-Total for B Total (A+B) C. D. Output per Hour= 180.00 kg E. Direct Unit Cost (C÷ D) Name and Specification F. Material a. Tire Wire (2% RSB) b. Reinforcing Steel Bar, Grade 40
Hourly Rate Amount (Php) 50.00 43.75 31.25
50 87.5 250 387.5
Hourly Rate Amount (Php)
1 1 1 1
0.269 0.269 1.078 1.078
4250.00 1102.00 187.50 437.50
1144.86 296.86 202.03 471.41 2115.16 2502.66 180.00 13.90
Unit
Quantity
Unit Cost
kg kg
0.090 1.060
65.00 50.00
5.84 53.02
(E+F) 7% of G 8% of G 12% (G+H+I) (G+H+I+J)
58.86 72.76 5.09 5.82 10.04 93.72
Amount (Php)
(w/ 5% wastage) Sub-Total for F G. H. I. J. K.
Direct Unit Cost Overhead, Contingencies & Miscellaneous. (OCM)Expenses Contractor's Profit Value Added Tax Total Unit Cost
Prepared by:
Checked by: ARMAN M. ARNOZA
ADELINO T. TANGAPA
Project Manager M. MONTESCLAROS ENT. INC
Project Engineer DPWH
Department of Public Works and Highways Contract Id Contract Name
: 17KO0084 : Widening of Permanent Bridges to more than 2 Lanes, Opol Br.
Contract Location
(B01322MN) along Butuan City-Cagayan de Oro CityIligan City Rd (Phase II), Mis. Or. : Misamis Oriental DETAILED UNIT PRICE ANALYSIS
Item No./Description Unit of Measurement Output per Hour
: : :
404(b)
Designation
Reinforcing Steel Bar, Grade 60 kg 180.00 kg
No. of Person/s No. of Hour/s Hourly Rate Amount (Php)
A. Labor a. Construction Foreman b. Skilled Labor c. Unskilled Labor Sub-Total for A Name and Capacity
1 2 4
1 1 1 1
0.269 0.269 1.078 1.078
Unit
Quantity
F. Material a. Tire Wire (2% RSB) kg 0.090 b. Reinforcing Steel Bar, Grade 60 kg 1.085 (w/ 5% wastage) Sub-Total for F G. Direct Unit Cost H. Overhead, Contingencies & Miscellaneous. (OCM)Expenses I. Contractor's Profit J. Value Added Tax K. Total Unit Cost Prepared by:
50.00 43.75 31.25
100.00 175.00 250.00 525.00
No. of Unit/s No. of Hour/s H ourly Rate Amount (Php)
B. Equipment a. Service Crane (21-25 mt) b. Cargo Truck (9-10 mt) c. Bar Cutter d. Bar Bender Sub-Total for B Total (A+B) C. D. Output per Hour= 180 kg E. Direct Unit Cost (C÷ D) Name and Specification
2.0 2.0 2.0
4250.00 1102.00 187.50 437.50
1144.86 296.86 202.03 471.41 2115.162858 2640.16 180.00 14.67
Unit Cost Amount (Php) 65.00 50.00
5.84 54.24 60.08 74.75 5.23 5.98 10.32 96.28
(E+F) 7% of G 8% of G 12% (G+H+I) (G+H+I+J) Checked by:
ARMAN M. ARNOZA
ADELINO T. TANGAPA
Project Manager M. MONTESCLAROS ENT. INC
Project Engineer DPWH
Department of Public Works and Highways Contract Id Contract Name
: 17KO0084 : Widening of Permanent Bridges to more than 2 Lanes, Opol Br.
Contract Location
(B01322MN) along Butuan City-Cagayan de Oro CityIligan City Rd (Phase II), Mis. Or. : Misamis Oriental DETAILED UNIT PRICE ANALYSIS
Item No./Description :
302
Bituminous Tack Coat 2
Unit of Measurement :
m
Output per Hour
388.762 m
:
Designation
2
No. of Person/s No. of Hour/s Hourly Rate Amount (Php)
A. Labor a. Construction Foreman c. Unskilled Labor
1 3
1.00 1.00
50.00 36.00
50.00 108.00 158.00
Sub-Total for A Name and Capacity B. Equipment a. Asphalt Distributor, 10 ft wide (5 ton) b. Power Broom (2m wide) Sub-Total for B Total (A+B) C. D. Output per Hour= 388.762 m E. Direct Unit Cost (C÷ D)
No. of Unit/s No. of Hour/s Hourly Rate Amount (Php) 1 1
1.00 1.00
936.00 130.54
936.00 130.54 1066.54 1224.54
2
Name and Specification F. Material a. RC 70 Cut-Back Asphalt (w/ 5% wastage)
388.762 3.15 Unit
Quantity
Unit Cost
Amount (Php)
L
0.469
244.83
114.85
Sub-Total for F G. H. I. J. K.
Direct Unit Cost Overhead, Contingencies & Miscellaneous. (OCM)Expenses Contractor's Profit Value Added Tax Total Unit Cost
Prepared by:
(E+F) 7% of G 8% of G 12% (G+H+I) (G+H+I+J)
114.85 118.00 8.26 9.44 16.28 151.99
Checked by: ARMAN M. ARNOZA
ADELINO T. TANGAPA
Project Manager M. MONTESCLAROS ENT. INC
Project Engineer DPWH
Department of Public Works and Highways Contract Id
: 17KO0084
Contract Name
: Widening of Permanent Bridges to more than 2 Lanes, Opol Br.
Contract Location
(B01322MN) along Butuan City-Cagayan de Oro CityIligan City Rd (Phase II), Mis. Or. : Misamis Oriental DETAILED UNIT PRICE ANALYSIS
Item No./Description
:
310
Bituminous Concrete Surface Course, Hot Laid (t=50mm) 2
Unit of Measurement :
m
Output per Hour
171.30 m
2
:
Designation
No. of Person/s No. of Hour/s Hourly Rate Amount (Php)
A. Labor a. Construction Foreman c. Skilled Labor c. Unskilled Labor
1 4 6
1.00 1.00 1.00
50.00 43.75 31.25
50.00 175.00 187.50 412.50
Sub-Total for A Name and Capacity B. Equipment a. Asphalt Paver (80 hp), NF220BIIVDM b. Pneumatic Tire Roller (10 mt) c. Tandem Steel Roller (10.1 mt), CC421 d. Water Truck/Pump (16000 L) Minor Tools (10% of Labor Cost) Sub-Total for B Total (A+B) C. D. Output per Hour= 171.30 m E. Direct Unit Cost (C÷ D)
No. of Unit/s No. of Hour/s Hourly Rate Amount (Php) 1 1 1 1
1.00 1.00 1.00 1.00
1833.00 561.00 1652.00 1250.00
1833.00 561.00 1652.00 1250.00 41.25 5337.25 5749.75
2
Name and Specification
171.30 33.565 Unit
F. Material a. Bituminous Concrete Surface Course mt thickness = 50 mm (w/ 5% wastage) Sub-Total for F G. Direct Unit Cost H. Overhead, Contingencies & Miscellaneous. (OCM)Expenses I. Contractor's Profit J. Value Added Tax K. Total Unit Cost Prepared by:
Quantity 0.162
Unit Cost
Amount (Php) 1803.97
11,148.13
1803.97 1837.54 128.63 147.00 253.58 2366.75
(E+F) 7% of G 8% of G 12% (G+H+I) (G+H+I+J) Checked by:
ARMAN M. ARNOZA
ADELINO T. TANGAPA
Project Manager
Project Engineer
M. MONTESCLAROS ENT. INC
DPWH
Department of Public Works and Highways Contract Id Contract Name
: 17KO0084 : Widening of Permanent Bridges to more than 2 Lanes, Opol Br.
Contract Location
(B01322MN) along Butuan City-Cagayan de Oro CityIligan City Rd (Phase II), Mis. Or. : Misamis Oriental DETAILED UNIT PRICE ANALYSIS
Item No./Description
:
311 (1)b
PCCP, t=0.20 m
Unit of Measurement
:
m
Output per Hour
:
80.50 m
2 2
Designation
No. of Person/s No. of Hour/s Hourly Rate
Amount (Php)
A. Labor
a. Construction Foreman b. Skilled Labor c. Unskilled Labor
1 2
3.00 3.00
50.00 43.75
150.00 262.50
6
3.00
31.25
562.50 975.00
Sub-Total for A Name and Capacity
No. of Unit/s
No. of Hour/s Hourly Rate
Amount (Php)
B. Equipment
a. Concrete Vibrator b. Concrete Screeder (5.5 hp) c. Concrete Saw (7.5 hp), 14" Blade Ø d.Bar Cutter, Single Phase Minor Tools (5% of Labor Cost)
2 1 1
2.00 2.00 2.00
125.00 87.50 32.63
500.00 175.00 65.26
1
0.50
57.00
28.50 48.75 817.51
Sub-Total for B C.
Total (A+B)
D. Output per Hour= 80.50 m E. Direct Unit Cost (C÷ D)
2
1792.51 80.50 22.27
Name and Specification
Unit
Quantity
Unit Cost
Amount (Php)
a. Reinforcing Steel Bar b. Curing Compound
kg L
0.85 0.35
55.00 100.00
46.75 35.00
c. Asphalt Sealant d. Steel Forms (Rental)
L m
0.30 0.46
165.20 240.00
49.56 110.40
e. Ready Mix Concrete, 3500 psi f. Concrete Saw (Diamond Blade 14" Ø)
m pc
0.24 0.00015
5382.53 8375.00
1273.10 1.26
L
0.0087
250.00 (E+F)
2.18 1518.24 1540.50
7% of G 8% of G 12% (G+H+I)
107.84 123.24 212.59
(G+H+I+J)
1984.17
F. Material
i. Grease/Tar
3
Sub-Total for F G. Direct Unit Cost H. Overhead, Contingencies & Miscellaneous. (OCM)Expenses I. Contractor's Profit J. Value Added Tax K. Total Unit Cost Prepared by:
Checked by: ARMAN M. ARNOZA
ADELINO T. TANGAPA
Project Manager
Project Engineer
M. MONTESCLAROS ENT. INC
DPWH
Department of Public Works and Highways Contract Id Contract Name
: 17KO0084 : Widening of Permanent Bridges to more than 2 Lanes, Opol Br.
Contract Location
(B01322MN) along Butuan City-Cagayan de Oro CityIligan City Rd (Phase II), Mis. Or. : Misamis Oriental DETAILED UNIT PRICE ANALYSIS
Item No./Description
:
300(1)
Gravel Surface Course (t=0.15m) 3
Unit of Measurement :
m
Output per Hour
50.00 m
3
: Designation
No. of Person/s No. of Hour/s Hourly Rate
Amount (Php)
A. Labor
a. Construction Foreman c. Unskilled Labor
1 2
1.00 1.00
50.00 31.25
50.00 62.50
Sub-Total for A Name and Capacity
112.50 No. of Unit/s
No. of Hour/s Hourly Rate
Amount (Php)
B. Equipment a. Motorized Road Grader (140 hp), G710A
4
2.00
1500.00
12000.00
b. Vibratory Roller (10 mt) SD100DC
2 1
2.00 2.00
1500.00 1250.00
Sub-Total for B
6000.00 2500.00 20500.00
Total (A+B)
20612.50
c. Water Truck/Pump (16000L) C. 3
D. Output per Hour=50m E. Direct Unit Cost (C÷ D)
Name and Specification
50.00 412.25 Unit
Quantity
Unit Cost
Amount (Php)
1.52
731.00
1107.83
F. Material a. Uncrushed Aggregate Surface Course
m
3
(w/ 5% Shrinkage Factor) Sub-Total for F G. Direct Unit Cost H. I. J. K.
Overhead, Contingencies & Miscellaneous. (OCM)Expenses Contractor's Profit Value Added Tax Total Unit Cost
Prepared by:
(E+F)
1107.83 1520.08
7% of G 8% of G 12% (G+H+I) (G+H+I+J)
106.41 121.61 209.77 1957.86
Checked by: ARMAN M. ARNOZA
ADELINO T. TANGAPA
Project Manager M. MONTESCLAROS ENT. INC
Project Engineer DPWH