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. 10.53 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. 0.41 In Words: Pesos ______________________ In Figures: Php ____________________ In Words: Pesos ______________________ In Figures: Php ____________________ B.5(1) Project Billboard / Signboard Each 3.00 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.9(1) Mobilization/demobilization L.s. 1.00 In Words: Pesos ______________________ In Figures: Php ____________________ In Words: Pesos ______________________ In Figures: Php ____________________ B.18(2) Craneway 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 801(1) Removal Of Structures And Obstruction L.s. 1.00 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. 189.15 In Words: Pesos ______________________ In Figures: Php ____________________ In Words: Pesos ______________________ In Figures: Php ____________________ 901(1) Lean Concrete Cu.m. 123.36 In Words: Pesos ______________________ In Figures: Php ____________________ In Words: Pesos ______________________ In Figures: Php ____________________ 902(1)a1 Reinforcing Steel (deformed)(grade 40) Kg. 12,002.41 In Words: Pesos ______________________ In Figures: Php ____________________ In Words: Pesos ______________________ In Figures: Php ____________________ Total Cost (part D) 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. 851.51 In Words: Pesos ______________________ In Figures: Php ____________________ In Words: Pesos ______________________ In Figures: Php ____________________ 1704(1)b Embankment (from Borrow) Cu.m. 8,378.49 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 1711(1) Stone Masonry Cu.m. 952.60 In Words: Pesos ______________________ In Figures: Php ____________________ In Words: Pesos ______________________ In Figures: Php ____________________ 1712(1) Concrete Slope Protection Cu.m. 534.55 In Words: Pesos ______________________ In Figures: Php ____________________ In Words: Pesos ______________________ In Figures: Php ____________________ 1716(6) Structural Steel Sheet Piles, Furnished M. 6,420.00 In Words: Pesos ______________________ In Figures: Php ____________________ In Words: Pesos ______________________ In Figures: Php ____________________ 1716(12) Structural Steel Sheet Piles, Driven M. 6,286.25 In Words: Pesos ______________________ In Figures: Php ____________________ In Words: Pesos ______________________ In Figures: Php ____________________ Total Cost (part L-b) Carried To Summary Php Total Cost (part L) Carried To Summary Php