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. 1.56 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. 4,020.30 In Words: Pesos ______________________ In Figures: Php ____________________ In Words: Pesos ______________________ In Figures: Php ____________________ 801(3)a Removal Of Actual Structure/ Obstruction (0.20 M. Thk., Pccp- Unreinforced) Sq.m. 1,633.60 In Words: Pesos ______________________ In Figures: Php ____________________ In Words: Pesos ______________________ In Figures: Php ____________________ 801(3)c Removal Of Actual Structure/ Obstruction (sidewalk, 0.100 Mm. Thk.) Sq.m. 2,450.40 In Words: Pesos ______________________ In Figures: Php ____________________ In Words: Pesos ______________________ In Figures: Php ____________________ 801(4)c Removal Of Actual Structure/ Obstruction (curb & Gutter) Ln.m. 1,429.40 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. 1,211.73 In Words: Pesos ______________________ In Figures: Php ____________________ In Words: Pesos ______________________ In Figures: Php ____________________ 902(1)a1 Reinforcing Steel (deformed)(grade 40) Kg. 107,271.50 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)c1 Portland Cement Concrete Pavement (unreinforced,0.23m. Thk., 14 Days) Sq.m. 1,191.20 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. 9,772.99 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. 2,978.00 In Words: Pesos ______________________ In Figures: Php ____________________ In Words: Pesos ______________________ In Figures: Php ____________________ 601(1) Sidewalk (100mm. Thk.) Sq.m. 1,786.80 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. 3,398.11 In Words: Pesos ______________________ In Figures: Php ____________________ In Words: Pesos ______________________ In Figures: Php ____________________ 803(5)a Pipe Culverts And Drain Excavation (common Soil) Cu.m. 9,008.45 In Words: Pesos ______________________ In Figures: Php ____________________ In Words: Pesos ______________________ In Figures: Php ____________________ 1707(1) Aggregate Subbase Course Cu.m. 402.03 In Words: Pesos ______________________ In Figures: Php ____________________ In Words: Pesos ______________________ In Figures: Php ____________________ Total Cost (part L-a) Carried To Summary Php Part L-c Drainage Works 1718(1)b6 Pipe Culverts (1520 Mm. Dia., Class Iv, Rcpc) Ln.m. 1,489.00 In Words: Pesos ______________________ In Figures: Php ____________________ In Words: Pesos ______________________ In Figures: Php ____________________ 1718(22) Bedding Cu.m. 510.78 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