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. 0.23 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 D Reinforced Concrete 900(1)c Structural Concrete (3000 Psi, Class A, 28 Days) Cu.m. 219.13 In Words: Pesos ______________________ In Figures: Php ____________________ In Words: Pesos ______________________ In Figures: Php ____________________ 902(1)a1 Reinforcing Steel (deformed)(grade 40) Kg. 15,969.79 In Words: Pesos ______________________ In Figures: Php ____________________ In Words: Pesos ______________________ In Figures: Php ____________________ Total Cost (part D) Carried To Summary Php Part G Drainage And Slope Protection Structures 508(1) Hand-laid Rock Embankment Cu.m. 9,807.86 In Words: Pesos ______________________ In Figures: Php ____________________ In Words: Pesos ______________________ In Figures: Php ____________________ Total Cost (part G) Carried To Summary Php Part L Flood And River Control And Drainage Part L-b Bank And Slope Protection Works 1711(1) Stone Masonry Cu.m. 797.31 In Words: Pesos ______________________ In Figures: Php ____________________ In Words: Pesos ______________________ In Figures: Php ____________________ 1712(1) Concrete Slope Protection Cu.m. 376.59 In Words: Pesos ______________________ In Figures: Php ____________________ In Words: Pesos ______________________ In Figures: Php ____________________ 1716(6) Structural Steel Sheet Piles, Furnished M. 3,924.00 In Words: Pesos ______________________ In Figures: Php ____________________ In Words: Pesos ______________________ In Figures: Php ____________________ 1716(12) Structural Steel Sheet Piles, Driven M. 3,597.00 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