Payapa Ilaya, Lemery 500k
Payapa Ilaya, Lemery 500k
Payapa Ilaya, Lemery 500k
Tanauan, Batangas
QUANTITY TAKE - OFF
A.1.1 (8) Provision of Field Office for the Engineer (Rental Basis) 3.00 Month
Total = 4.48 m³
Length
No. of Bars Length/B quantity pcs kg(bar) kgs(total)
of Bars
ars
3.00
4.57 m 0.05
1.52 m 0.001
10.06 0.11 m
0.04 0.027 m
10.24 m
mbankment from excavation
1.7
3.696 12.35
8
90.59
45
7.86
1.55
1
4.84375
0.225
0.050625
ESTIMATED COST OF PROPOSED WORK
Item % of DIRECT Adjusted
Description Unit Quantity
No. Total Total Cost Unit Cost (P) Unit Cost (P)
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EQUIPMENT
DESCRIPTION OF WORKS TO BE DONE % OF TOTAL
DESCRIPTION REQUIRED
PART I FACILITIES FOR ENGINEER 4.66%
PART II OTHER GENERAL REQUIREMENTS 4.83%
PART A EARTHWORK 0.55%
PART B PLAIN REINFORCED CONCRETE WORKS 9.01% (SEE ATTACHED ESTIMATE)
PART C FINISHING 2.38%
PART D ELECTRICAL 78.57%
Total 100%
ESTIMATED COST OF PROJECT
DESCRIPTION QUANTITY UNIT TOTAL
### PART I FACILITIES FOR ENGINEER Php 17,500.00
### PART II OTHER GENERAL REQUIREMENTS Php 18,130.77
PART A EARTHWORK Php 2,076.48
PART B PLAIN REINFORCED CONCRETE WORKS (SEE ATTACHED ESTIMATE) Php 33,780.01
PART C FINISHING Php 8,917.25
PART D ELECTRICAL Php 294,879.08
Total Php 375,283.59
BREAKDOWN OF EXPENDITURES:
1. Labor Php 23,282.59 A. Sub-total Php 375,283.59
2. Materials Php 316,430.54 B. Taxes (VAT, etc.) Php 111,536.39
3. Rental of Equipment Php 35,570.46 C. ROW Acquisition/Contingencies Php -
4. Provisional Sum D. Total Estimated Cost Php 486,819.98
5. Direct Cost Php 375,283.59
6. OCM, Profit Php 88,354.48
7. VAT Php 23,181.91
8. ROW Acquisition/Contingencies
9. TOTAL Php 486,819.98
HERMILANDO I. MANDANAS
Governor
APPROVED BUDGET FOR CONTRACT
Construction of Street Lighting System at Brgy. Payapa Ilaya, Lemery, Batangas
ROSEMARIE D. DE LOS REYES NIÑO VEN E. PETORAL LILEBETH A. MAGSOMBOL GILBERT P. GATDULA
Engineer I Engineer III Engineer IV Prov'l Gov't Dept. Head
BUDGET FOR CONTRACT
tem at Brgy. Payapa Ilaya, Lemery, Batangas
UNIT COST
(13)/(3)
14
20,212.50
2,195.55
5,874.43
2,955.17
3,913.58
387.13
276.52
10,627.84
90.67
8,643.63
11,703.90
387,028.79
LABOR EQUIPMENT MATERIALS
375,283.59
100.00 -
13,180.02
DETAILED UNIT PRICE ANALYSIS
Project Name: Construction of Street Lighting System at Brgy. Payapa Ilaya,
Lemery, Batangas
Item No./ Description: A.1.1(8) Provision of Field Office for the Engineer (Rental Basis)
Unit of Measurement: Month
Quantity: 1.00
Designation No. of Person No. of Hours Hourly Rate
A Labor
Sub-Total for A -
N ame and Capacity No. of Units No. of Hours Hourly Rate Amount
B. Equipment
Sub-Total for B -
C. Total (A+B) -
D. Output per hour =
E. Direct Unit Cost (C÷D)
Name and Specification Unit Quantity Unit Cost Amount
F. Materials
Provision of Field Office for the Engineer (Rental Basis) Month 1.00 17,500.00 17,500.00
(including light & water consumption)
JERICO O. EVANGELISTA
Engineer I
DETAILED UNIT PRICE ANALYSIS
Project Name: Construction of Street Lighting System at Brgy. Payapa Ilaya,
Lemery, Batangas
Item No./ Description: B.4(10) Miscellaneous Survey and Staking
Unit of Measurement: L.S.
Quantity: 1.00
Designation No. of Person No. of Hours Hourly Rate Amount
A Labor
a. Construction Foreman 1 4.00 81.07 324.28
b. Skilled Labor 1 4.00 58.59 234.36
c. Unskilled Labor 2 4.00 45.27 362.16
N ame and Capacity No. of Units No. of Hours Hourly Rate Amount
B. Equipment
Sub-Total for B -
C. Total (A+B) 920.80
D. Output per hour
E. Direct Unit Cost (C/D)
Name and Specification Unit Quantity Unit Cost Amount
F. Materials
a. 2" x 3" x12' Batterboard bd.ft 20.00 29.00 580.00
b. CW Nails (Assorted) kgs. 2.00 86.00 172.00
JERICO O. EVANGELISTA
Engineer I
DETAILED UNIT PRICE ANALYSIS
Project Name: Construction of Street Lighting System at Brgy. Payapa Ilaya,
Lemery, Batangas
Item No./ Description: B.5 Project Billboard/Signboard
Unit of Measurement: ea
Quantity: 1.00
Designation No. of Person No. of Hours Hourly Rate Amount
A Labor
a. Construction Foreman 1 4.00 81.07 324.28
b. Unskilled Labor 2 4.00 45.27 362.16
N ame and Capacity No. of Units No. of Hours Hourly Rate Amount
B. Equipment
a. Welding Machine 1 2.00 371.00 742.00
Minor Tools (10% of Labor) 68.64
JERICO O. EVANGELISTA
Engineer I
DETAILED UNIT PRICE ANALYSIS
Project Name: Construction of Street Lighting System at Brgy. Payapa Ilaya,
Lemery, Batangas
Item No./ Description: B.9 Mobilization / Demobilization
Unit of Measurement: L.S.
Quantity: 1.00
Designation No. of Person No. of Hours Hourly Rate Amount
A Labor
N ame and Capacity No. of Units No. of Hours Hourly Rate Amount
B. Equipment
Sub-Total for F -
G. Direct Cost (C+F) 3,727.22
H. Overhead,Contingencies & Miscellaneous(OCM) per DO 197, s. 2016 0% of G -
I. Contractor's Profit (CP) 0% of G -
J. Value Added Tax (VAT), per DO 197, 2016 5% of (G+H+I) 186.36
K. Total Item Cost (G+H+I+J) 3,913.58
L. Total Unit Cost (K÷Quantity) 3,913.58
Prepared by:
JERICO O. EVANGELISTA
Engineer I
DETAILED UNIT PRICE ANALYSIS
Project Name: Construction of Street Lighting System at Brgy. Payapa Ilaya,
Lemery, Batangas
Item No./ Description: B.7 Occupational Safety and Health Program
Unit of Measurement: Month
Quantity: 1.00
Designation No. of Person No. of Hours Hourly Rate Amount
A Labor
Safety Officer 1 1.00 58.59 58.59
N ame and Capacity No. of Units No. of Hours Hourly Rate Amount
B. Equipment
Sub-Total for B -
C. Total (A+B) 58.59
D. Output per hour
E. Direct Unit Cost (C/D)
Name and Specification Unit Quantity Unit Cost Amount
F. Materials
a. Medicine Kit including Medicine ( Small ) kit 1.00 500.00 500.00
d. Hard Hat pcs. 1.00 350.00 350.00
e. Safety Visible Vest pcs. 1.00 250.00 250.00
f. Safety Harness pcs. 1.00 1,400.00 1,400.00
JERICO O. EVANGELISTA
Engineer I
DETAILED UNIT PRICE ANALYSIS
Project Name: Construction of Street Lighting System at Brgy. Payapa Ilaya,
Lemery, Batangas
Item No./ Description: 803(1)a Structure Excavation (Common Soil)
Unit of Measurement: cu.m.
Quantity: 4.48
Designation No. of Person No. of Hours Hourly Rate Amount
A Labor
a. Construction Foreman 1 7.00 81.07 567.49
b. Unskilled Labor 2 7.00 45.27 633.78
N ame and Capacity No. of Units No. of Hours Hourly Rate Amount
B. Equipment
b. Minor Tools (10% Labor Cost) 120.13
Sub-Total for F -
G. Direct Cost (E+F) 1,321.40
H. Overhead,Contingencies & Miscellaneous(OCM) per DO 197, s. 2016 15% of G 198.21
I. Contractor's Profit (CP) 10% of G 132.14
J. Value Added Tax (VAT), per DO 197, 2016 5% of (G+H+I) 82.59
K. Total Item Cost (G+H+I+J) 1,734.34
L. Total Unit Cost (K÷Quantity) 387.13
Prepared by:
JERICO O. EVANGELISTA
Engineer I
DETAILED UNIT PRICE ANALYSIS
Project Name: Construction of Street Lighting System at Brgy. Payapa Ilaya,
Lemery, Batangas
Item No./ Description: 804(1)a Embankment from Structure Excavation
Unit of Measurement: cu.m.
Quantity: 3.58
Designation No. of Person No. of Hours Hourly Rate Amount
A Labor
a. Construction Foreman 1 4.00 81.07 324.28
b. Unskilled Labor 2 4.00 45.27 362.16
N ame and Capacity No. of Units No. of Hours Hourly Rate Amount
B. Equipment
b. Minor Tools (10% Labor Cost) 68.64
Sub-Total for F -
G. Direct Cost (E+F) 755.08
H. Overhead,Contingencies & Miscellaneous(OCM) per DO 197, s. 2016 15% of G 113.26
I. Contractor's Profit (CP) 10% of G 75.51
J. Value Added Tax (VAT), per DO 197, 2016 5% of (G+H+I) 47.19
K. Total Item Cost (G+H+I+J) 991.04
L. Total Unit Cost (K÷Quantity) 276.52
Prepared by:
JERICO O. EVANGELISTA
Engineer I
DETAILED UNIT PRICE ANALYSIS
Project Name: Construction of Street Lighting System at Brgy. Payapa Ilaya,
Lemery, Batangas
Item No./ Description: 900(1) Structural Concrete for Column Pedestal (Class A 28 days)
Unit of Measurement: cu.m.
Quantity: 2.08
Designation No. of Person No. of Hours Hourly Rate Amount
A Labor
a. Construction Foreman 1 10.25 81.07 830.97
b. Skilled Labor 1 10.25 58.59 600.55
c. Unskilled Labor 2 10.25 45.27 928.04
N ame and Capacity No. of Units No. of Hours Hourly Rate Amount
B. Equipment
a. Bagger Mixer 1 10.25 172.00 1,763.00
b. Minor Tools (10% Labor Cost) 235.96
N ame and Capacity No. of Units No. of Hours Hourly Rate Amount
B. Equipment
a. Bar Cutter 1 2.00 219.75 439.50
b. Bar Bender 1 2.00 351.50 703.00
c. Minor Tools (10% Labor Cost) 138.12
JERICO O. EVANGELISTA
Engineer I
DETAILED UNIT PRICE ANALYSIS
Project Name: Construction of Street Lighting System at Brgy. Payapa Ilaya,
Lemery, Batangas
Item No./ Description: SPL 1 Formworks and Falsework (Pedestal Moldings)
Unit of Measurement: L.S.
Quantity: 1.00
Designation No. of Person No. of Hours Hourly Rate Amount
A Labor
Installation
a. Construction Foreman 1 6.00 81.07 486.42
b. Skilled Labor 1 6.00 58.59 351.54
c. Unskilled Labor 2 6.00 45.27 543.24
Stripping
a. Construction Foreman 1 3.00 81.07 243.21
b. Unskilled Labor 2 3.00 45.27 271.62
N ame and Capacity No. of Units No. of Hours Hourly Rate Amount
B. Equipment
Minor Tools (10% Labor Cost) 189.60
N ame and Capacity No. of Units No. of Hours Hourly Rate Amount
B. Equipment
Minor Tools (10% Labor Cost) 371.89
N ame and Capacity No. of Units No. of Hours Hourly Rate Amount
B. Equipment
a. Boom Truck 1 25.00 1,017.90 25,447.50
b. Minor Tools (10% of Labor Cost) 948.33
Prepared by: