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:                                            305 (4) Bituminous Penetration Macadam Pavement (EmulsifiedAsphalt)
Unit of Measurement:                                             m.t.
Output per hour:                                                 0.30
                            Designation                           No. of Person   No. of Hours      Hourly Rate           Amount
 A. Labor
      a. Construction Foreman                                           1               1                 85.99    PHP           85.99
      b. Laborer                                                        3               1                 48.05    PHP          144.15
                          Sub- Total for A                                                                         PHP          230.14
                        Name and Capacity                          No. of Units   No. of Hours      Hourly Rate           Amount
 B. Equipment
      a. Asphalt Distributor, 10 ft. wide (5 tons)                      1               1                 696.41         PHP 696.41
      b. Power Broom (20m. Wide)                                        1               1                 143.59         PHP 143.59
                          Sub- Total for B                                                                         PHP               -
 C.                    Total (A + B)                                                                               PHP          230.14
 D. Output per hour = 0.30 m.t.
 E. Direct Unit Cost (C ÷ D)                                                                                       PHP          767.13
                      Name and Specification                          Unit          Quantity          Unit Cost           Amount
 F. Materials
      a. Emulsified Asphalt SS-1                                       m.t.           1.05           45,000.00     PHP       47,250.00
      (w/ 5% wastage)
                           Sub- Total for F                                                                        PHP       47,250.00
 G.   Direct Unit Cost (E + F)                                                                                     PHP       48,017.13
 H.   Overhead Contingencies & Muscellaneous (OCM)                                   9% of G                       PHP        4,321.54
 I.   Contractor's Profit (CP)                                                       8% of G                       PHP        3,841.37
 J.   Value Added Tax (VAT)                                                          12% of (G + H + I)            PHP        6,741.61
K. Total Unit Cost   (G + H + I + J)   PHP   62,921.65