Scribd
Upload
15 views2 pages

Republic of The Philippines Department of Public Works and Highways Laguna Iii District Engineering Office San Pablo City

The document provides a detailed unit price analysis for adjusting a manhole, Type 1-A, including labor, equipment, and material costs. The total unit cost is PHP 19,638.55, which includes direct costs, overhead, contractor's profit, and VAT. Labor costs amount to PHP 2,013.05, equipment costs to PHP 333.45, and material costs to PHP 12,640.19.

Uploaded by

keisha.a.santiago
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
Available Formats
Download as XLSX, PDF, TXT or read online on Scribd
15 views2 pages

Republic of The Philippines Department of Public Works and Highways Laguna Iii District Engineering Office San Pablo City

The document provides a detailed unit price analysis for adjusting a manhole, Type 1-A, including labor, equipment, and material costs. The total unit cost is PHP 19,638.55, which includes direct costs, overhead, contractor's profit, and VAT. Labor costs amount to PHP 2,013.05, equipment costs to PHP 333.45, and material costs to PHP 12,640.19.

Uploaded by

keisha.a.santiago
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
Available Formats
Download as XLSX, PDF, TXT or read online on Scribd
You are on page 1/ 2

Republic of the Philippines

Department of Public Works and Highways


LAGUNA III DISTRICT ENGINEERING OFFICE
San Pablo City
DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description: 502 (7) Adjusting Manhole, Type 1-A


Unit of Measurement: ea.
Output per hour: 1.00

Designation No. of Person No. of Hours Hourly Rate Amount


A. Labor

a. Construction Foreman 1 5 85.99 PHP 429.95


b. Skilled Laborer 2 5 62.21 PHP 622.10
c. Laborer 4 5 48.05 PHP 961.00

Sub- Total for A PHP 2,013.05


Name and Capacity No. of Units No. of Hours Hourly Rate Amount
B. Equipment

a. One Bagger Mixer 1 1 172.00 PHP 172.00


b. Water Truck (1000 gal.) 1 0.1 1,065.10 PHP 106.51
c. Bar Cutter 1 0.25 219.75 PHP 54.94

Sub- Total for B PHP 333.45


C. Total (A + B) PHP 2,346.50
D. Output per hour = 1.00 ea.
E. Direct Unit Cost (C ÷ D) PHP 2,346.50
Name and Specification Unit Quantity Unit Cost Amount
F. Materials

a. Portland Cement bag 13 205.00 PHP 2,665.00


b. Sand cu.m. 0.568 740.00 PHP 420.32
c. Gravel cu.m. 1.136 600.00 PHP 681.60
d. Reinforcing Steel Bar kg. 141.12 45.00 PHP 6,350.40
e. #16 GI Tie Wire (2% of RSB) kg. 2.822 47.14 PHP 133.04
f. 1/4" Ordinary Plywood - 2 uses pc. 5 550.00 PHP 1,375.00
g. Coco Lumber - 2 uses bd.ft. 76.88 25.00 PHP 961.00
h. Assorted CWN (1 kg./100bd.ft. of Lumber) kg. 0.769 70.00 PHP 53.83

Note: Assumed height of adjustment = 1 meter

Sub- Total for F PHP 12,640.19


G. Direct Unit Cost (E + F) PHP 14,986.68
H. Overhead Contingencies & Muscellaneous (OCM) 9% of G PHP 1,348.80
I. Contractor's Profit (CP) 8% of G PHP 1,198.93
J. Value Added Tax (VAT) 12% of (G + H + I) PHP 2,104.13
K. Total Unit Cost (G + H + I + J) PHP 19,638.55

You might also like