Department Of Public Works And Highways Tender

Description Cw1 - Construction Of Concrete Bridge Part A Facilities For The Engineer A.1.1(8) Provision Of Field Office For The Engineer (rental Basis) Mos. 10.50 Total Cost (part A) Carried To Summary Php Part B Other General Requirements B.4(5) Bridge Survey And Staking L.s. 1.00 B.5 Project Billboard/signboard Each 2.00 B.7(2) Occupational Safety And Health Program L.s. 1.00 B.9 Mobilization/demobilization L.s. 1.00 B.18(1) Craneway L.s. 1.00 Total Cost (part B) Carried To Summary Php Part C Earthworks 103(2)a1 Bridge Structure Excavation, Common Soil Cu.m. 510.17 104(2)a Embankment From Borrow, Common Soil Cu.m. 913.54 Total Cost (part C) Carried To Summary Php Part D Subbase And Base Course 204(1)a Portland Cement Stabilized Road Mix Base Course, New Soil Aggregate Cu.m. 12.52 Total Cost (part D) Carried To Summary Php Part E Surface Courses 311(2)f1 Portland Cement Concrete Pavement (reinforced), 0.30m. Thk, 14 Days Sq.m. 62.58 Total Cost (part E) Carried To Summary Php Part F Bridge Construction 400(4)a1 Precast Concrete Piles, Furnished, 400x400mm M. 1,392.00 400(14) Precast Concrete Piles, Driven M. 1,392.00 400(16)a Test Piles, Furnished And Driven, 400x400mm M 96.00 401(2)a Concrete Railing, Standard M 116.18 404(1)a Reinforcing Steel, Grade 40 Kgs. 3,515.61 404(1)b Reinforcing Steel, Grade 60 Kgs. 123,418.25 405(1)a3 Structural Concrete, 21mpa, Class A, 28days Cu.m. 16.66 405(1)b3 Structural Concrete, 27.58mpa, Class A, 28days Cu.m. 538.89 407(8) Lean Concrete, Class B, 16.5mpa Cu.m. 6.08 411(2) Paint Cu.m. 343.26 Total Cost (part F) Carried To Summary Php Part G Drainage And Slope Protection Structures 505(2)a Grouted Riprap, Class A Cu.m. 21.74 509(1)b1 Sheet Piles, Steel, Slope Protection Lm. 300.00 509(1)b2 Sheet Piles, Steel, Cofferdamming Lm. 480.00 510(2) Concrete, Slope Protection Cu.m. 71.23 517(1)a Drain Pipe, Glavanized Lm. 18.00 Total Cost (part G) Carried To Summary Php Total Of Cw1 Cw2 – Construction Of Concrete Road Part C Earthworks 104(1)a Embankment From Roadway/structures Excavation, Common Soil Cu.m. 6.24 104(2)a Embankment From Borrow, Common Soil Cu.m. 11,957.58 105(1)a Subgrade Preparation, Common Materials Sq.m. 56.40 Total Cost (part C) Carried To Summary Php Part D Subbase And Base Course 200(1) Aggregate Subbase Course Cu.m. 1,345.68 Total Cost (part D) Carried To Summary Php Part E Surface Courses 311(1)e1 Portland Cement Concrete Pavement (unreinforced), 0.28m. Thk., 14days Sq.m. 2,598.86 Total Cost (part E) Carried To Summary Php Part G Drainage And Slope Protection Structures 505(2)a Grouted Riprap, Class A Cu.m. 1,167.80 Total Cost (part G) Carried To Summary Php Part H Miscellaneous Structures 603(3)a1 Metal Guardrail (metal Beam) Including Post, Single Post, W-beam Lm. 752.00 603(4)b Metal Beam End Piece, Bull Nose Ea 4.00 612(1) Reflectorized Thermoplastic Pavement Markings, White Sq.m. 144.00 612(2) Reflectorized Thermoplastic Pavement Markings, Yellow Sq.m. 19.20 Total Cost (part H) Carried To Summary Php Total Of Cw2