Department Of Public Works And Highways Tender

Description Part A Facilities For The Engineer A.1.1(10) Provision Of Living Quarter For The Engineer (rental Basis) Mo. 12.00 In Words: Pesos ______________________ In Figures: Php ____________________ In Words: Pesos ______________________ In Figures: Php ____________________ Total Cost (part A) Carried To Summary Php Part B Other General Requirements B.4(1) Construction Survey And Staking Km. 0.94 In Words: Pesos ______________________ In Figures: Php ____________________ In Words: Pesos ______________________ In Figures: Php ____________________ B.5(1) Project Billboard / Signboard Each 4.00 In Words: Pesos ______________________ In Figures: Php ____________________ In Words: Pesos ______________________ In Figures: Php ____________________ B.7(1) Occupational Safety And Health L.s. 1.00 In Words: Pesos ______________________ In Figures: Php ____________________ In Words: Pesos ______________________ In Figures: Php ____________________ B.8(2) Traffic Management L.s. 1.00 In Words: Pesos ______________________ In Figures: Php ____________________ In Words: Pesos ______________________ In Figures: Php ____________________ B.9(1) Mobilization/demobilization L.s. 1.00 In Words: Pesos ______________________ In Figures: Php ____________________ In Words: Pesos ______________________ In Figures: Php ____________________ Total Cost (part B) Carried To Summary Php Part C Earthworks 105(1)a Subgrade Preparation (common Material) Sq.m. 3,616.74 In Words: Pesos ______________________ In Figures: Php ____________________ In Words: Pesos ______________________ In Figures: Php ____________________ 101(3)b2 Removal Of Actual Structure/ Obstruction (0.20 M. Thk., Pccp- Unreinforced) Sq.m. 419.20 In Words: Pesos ______________________ In Figures: Php ____________________ In Words: Pesos ______________________ In Figures: Php ____________________ 801(6) Removal Of Concrete Drainage Structures Cu.m. 253.21 In Words: Pesos ______________________ In Figures: Php ____________________ In Words: Pesos ______________________ In Figures: Php ____________________ 803(5)a Pipe Culverts And Drain Excavation (common Soil) Cu.m. 21,932.46 In Words: Pesos ______________________ In Figures: Php ____________________ In Words: Pesos ______________________ In Figures: Php ____________________ Total Cost (part C) Carried To Summary Php Part D Reinforced Concrete 900(1)c Structural Concrete (3000 Psi, Class A, 28 Days) Cu.m. 1,565.34 In Words: Pesos ______________________ In Figures: Php ____________________ In Words: Pesos ______________________ In Figures: Php ____________________ 902(1)a1 Reinforcing Steel (deformed)(grade 40) Kg. 91,813.47 In Words: Pesos ______________________ In Figures: Php ____________________ In Words: Pesos ______________________ In Figures: Php ____________________ Total Cost (part D) Carried To Summary Php Part E Surface Courses 311(1)b1 Portland Cement Concrete Pavement (unreinforced,0.20m. Thk., 14 Days) Sq.m. 259.20 In Words: Pesos ______________________ In Figures: Php ____________________ In Words: Pesos ______________________ In Figures: Php ____________________ Total Cost (part E) Carried To Summary Php Part F Bridge Construction 403(2)a1 Structural Steel, Fabricated Kg. 47,484.36 In Words: Pesos ______________________ In Figures: Php ____________________ In Words: Pesos ______________________ In Figures: Php ____________________ Total Cost (part F) Carried To Summary Php Part H Miscellaneous Structure 600(7) Curb And Gutter (precast) Pc. 3,186.00 In Words: Pesos ______________________ In Figures: Php ____________________ In Words: Pesos ______________________ In Figures: Php ____________________ 601(1) Sidewalk (100mm. Thk.) Sq.m. 2,221.44 In Words: Pesos ______________________ In Figures: Php ____________________ In Words: Pesos ______________________ In Figures: Php ____________________ Total Cost (part H) Carried To Summary Php Part L Flood And River Control And Drainage Part L-a Earthworks 1702(1)a Structure Excavation (common Soil) Cu.m. 6,149.49 In Words: Pesos ______________________ In Figures: Php ____________________ In Words: Pesos ______________________ In Figures: Php ____________________ 1707(1) Aggregate Subbase Course Cu.m. 584.81 In Words: Pesos ______________________ In Figures: Php ____________________ In Words: Pesos ______________________ In Figures: Php ____________________ Total Cost (part L-a) Carried To Summary Php Part L-b Bank And Slope Protection Works 1710(2)a Grouted Riprap (class A) Cu.m. 5.69 In Words: Pesos ______________________ In Figures: Php ____________________ In Words: Pesos ______________________ In Figures: Php ____________________ Total Cost (part L-b) Carried To Summary Php Part L-c Drainage Works 1718(1)b6 Pipe Culverts (1520 Mm. Dia., Class Iv, Rcpc) Ln.m. 1,170.00 In Words: Pesos ______________________ In Figures: Php ____________________ In Words: Pesos ______________________ In Figures: Php ____________________ 1718(22) Bedding Cu.m. 2,124.31 In Words: Pesos ______________________ In Figures: Php ____________________ In Words: Pesos ______________________ In Figures: Php ____________________ Total Cost (part L-c) Carried To Summary Php Total Cost (part L) Carried To Summary Php