Department Of Public Works And Highways Tender

Description Cw1 –road Widening Part A Facilities For The Engineer A.1.1(10) Provision Of Living Quarters For The Engineer (rental Basis) Month 1.00 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 & Staking Km. 1.30 In Words: Pesos ______________________ In Figures: Php ____________________ In Words: Pesos ______________________ In Figures: Php ____________________ B.5 Project Billboard/signboard Each 4.00 In Words: Pesos ______________________ In Figures: Php ____________________ In Words: Pesos ______________________ In Figures: Php ____________________ B.7(2) Occupational Safety And Health Program 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 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 101(1) Removal Of Structures & Obstruction L.s. 1.00 In Words: Pesos ______________________ In Figures: Php ____________________ In Words: Pesos ______________________ In Figures: Php ____________________ 101(10) Removal Of Existing Road Signs Each 26.00 In Words: Pesos ______________________ In Figures: Php ____________________ In Words: Pesos ______________________ In Figures: Php ____________________ 101(3)b1 Removal Of Actual Structure/ Obstruction (0.15m. Thk., Pccp-unreinforced) Sq.m. 2,203.50 In Words: Pesos ______________________ In Figures: Php ____________________ In Words: Pesos ______________________ In Figures: Php ____________________ 101(3)b2 Removal Of Actual Structure/ Obstruction (0.20m. Thk., Pccp-unreinforced) Sq.m. 86.91 In Words: Pesos ______________________ In Figures: Php ____________________ In Words: Pesos ______________________ In Figures: Php ____________________ 101(4)a3 Removal Of Actual Structures And Obstruction (910mm.ø, Rcpc) L.m. 2.00 In Words: Pesos ______________________ In Figures: Php ____________________ In Words: Pesos ______________________ In Figures: Php ____________________ 101(8) Removal Of Existing Guardrails L.m. 296.13 In Words: Pesos ______________________ In Figures: Php ____________________ In Words: Pesos ______________________ In Figures: Php ____________________ 102(3)a Surplus Rock Excavation (soft) Cu.m. 3,560.07 In Words: Pesos ______________________ In Figures: Php ____________________ In Words: Pesos ______________________ In Figures: Php ____________________ 103(1)a Structure Excavation (common Soil) Cu.m. 23.36 In Words: Pesos ______________________ In Figures: Php ____________________ In Words: Pesos ______________________ In Figures: Php ____________________ 103(1)b Structure Excavation (soft Rock) Cu.m. 59.32 In Words: Pesos ______________________ In Figures: Php ____________________ In Words: Pesos ______________________ In Figures: Php ____________________ 103(3) Foundation Fill Cu.m. 6.80 In Words: Pesos ______________________ In Figures: Php ____________________ In Words: Pesos ______________________ In Figures: Php ____________________ 104(1)a Embankment From Roadway / Structure Excavation (common Soil) Cu.m. 4,227.49 In Words: Pesos ______________________ In Figures: Php ____________________ In Words: Pesos ______________________ In Figures: Php ____________________ 104(2)a Embankment From Borrow (common Soil) Cu.m. 606.26 In Words: Pesos ______________________ In Figures: Php ____________________ In Words: Pesos ______________________ In Figures: Php ____________________ 105(1)a Subgrade Preparation (common Material) Sq.m. 8,790.28 In Words: Pesos ______________________ In Figures: Php ____________________ In Words: Pesos ______________________ In Figures: Php ____________________ 105(1)e Subgrade Preparation (soft Rock Material) Sq.m. 364.28 In Words: Pesos ______________________ In Figures: Php ____________________ In Words: Pesos ______________________ In Figures: Php ____________________ Total Cost (part C) Carried To Summary Php Part D Subbase And Base Course 200(1) Aggregate Subbase Course Cu.m. 1,750.20 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., 14days Sq.m. 44.66 In Words: Pesos ______________________ In Figures: Php ____________________ In Words: Pesos ______________________ In Figures: Php ____________________ 311(1)e1 Portland Cement Concrete Pavement (unreinforced), 0.28m. Thk., 14days Sq.m. 8,722.06 In Words: Pesos ______________________ In Figures: Php ____________________ In Words: Pesos ______________________ In Figures: Php ____________________ Total Cost (part E) Carried To Summary Php Part F Bridge Construction 404(1)a Reinforcing Steel (grade 40) Kg. 1,142.10 In Words: Pesos ______________________ In Figures: Php ____________________ In Words: Pesos ______________________ In Figures: Php ____________________ 405(1)a3 Structural Concrete (20.68mpa, Class A, 28 Days) Cu.m. 13.75 In Words: Pesos ______________________ In Figures: Php ____________________ In Words: Pesos ______________________ In Figures: Php ____________________ Total Cost (part F) Carried To Summary Php In Words: Pesos ______________________ In Figures: Php ____________________ In Words: Pesos ______________________ In Figures: Php ____________________ Part G Drainage And Slope Protection Structures 500(1)a3 Pipe Culverts (910mm.ø, Class Ii, Rcpc) L.m. 45.00 In Words: Pesos ______________________ In Figures: Php ____________________ In Words: Pesos ______________________ In Figures: Php ____________________ 505(2)a Grouted Riprap (class A) Cu.m. 730.57 In Words: Pesos ______________________ In Figures: Php ____________________ In Words: Pesos ______________________ In Figures: Php ____________________ 506(1) Stone Masonry Cu.m. 26.37 In Words: Pesos ______________________ In Figures: Php ____________________ In Words: Pesos ______________________ In Figures: Php ____________________ Total Cost (part G) Carried To Summary Php Part H Miscellaneous Structures 603(3)a1 Metal Guardrail (metal Beam) Including Post, Single, W-beam L.m. 267.86 In Words: Pesos ______________________ In Figures: Php ____________________ In Words: Pesos ______________________ In Figures: Php ____________________ 603(4)b Metal Beam End Piece (bull Nose) Each 2.00 In Words: Pesos ______________________ In Figures: Php ____________________ In Words: Pesos ______________________ In Figures: Php ____________________ 605(1)c1 Warning Signs (w1-3a) Horizontal Alignment Curve Each 4.00 In Words: Pesos ______________________ In Figures: Php ____________________ In Words: Pesos ______________________ In Figures: Php ____________________ 605(1)d1 Warning Signs (w1-4a) Horizontal Alignment Reverse Curve (left Or Right) Each 8.00 In Words: Pesos ______________________ In Figures: Php ____________________ In Words: Pesos ______________________ In Figures: Php ____________________ 605(1)h2 Warning Signs (w2-2b) Intersection And Junction Staggered Side Road Junction (left Or Right) Each 2.00 In Words: Pesos ______________________ In Figures: Php ____________________ In Words: Pesos ______________________ In Figures: Php ____________________ 605(1)k2 Warning Signs (w2-5b) Intersection And Junction Signs Y-junction Each 2.00 In Words: Pesos ______________________ In Figures: Php ____________________ In Words: Pesos ______________________ In Figures: Php ____________________ 605(1)ai1 Warning Signs (600mmx600mm, W6-1b) Pedestrian And School Signs Pedestrian Crossing Ahead Each 4.00 In Words: Pesos ______________________ In Figures: Php ____________________ In Words: Pesos ______________________ In Figures: Php ____________________ 605(2)ai2 Regulatory Signs (600mmø, R6-8b) Miscellaneous Signs Pedestrian Crossing Each 4.00 In Words: Pesos ______________________ In Figures: Php ____________________ In Words: Pesos ______________________ In Figures: Php ____________________ 605(6)e1 Hazard Markers, 450mm X 600mm, Chevron Signs Each 47.00 In Words: Pesos ______________________ In Figures: Php ____________________ In Words: Pesos ______________________ In Figures: Php ____________________ 612(1) Reflectorized Thermoplastic Pavement Markings White Sq.m. 628.32 In Words: Pesos ______________________ In Figures: Php ____________________ In Words: Pesos ______________________ In Figures: Php ____________________ 612(2) Reflectorized Thermoplastic Pavement Markings Yellow Sq.m. 193.17 In Words: Pesos ______________________ In Figures: Php ____________________ In Words: Pesos ______________________ In Figures: Php ____________________ Total Cost (part H) Carried To Summary Php Total Of Cw1 39,508,106.57 Cw2 – Construction Of Road Slope Protection Structure Part G Drainage & Slope Protection Structures 505(2)a Grouted Riprap (class A) Cu.m. 902.32 In Words: Pesos ______________________ In Figures: Php ____________________ In Words: Pesos ______________________ In Figures: Php ____________________ 506(1) Stone Masonry Cu.m. 564.62 In Words: Pesos ______________________ In Figures: Php ____________________ In Words: Pesos ______________________ In Figures: Php ____________________ Total Cost (part G) Carried To Summary Php Total Of Cw2 7,556,213.01 Cw3 – Off-carriageway Improvement:paving Of Shoulders Part D Subbase & Base Course 200(1) Aggregate Subbase Course Cu.m. 1,039.42 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. 2,760.00 In Words: Pesos ______________________ In Figures: Php ____________________ In Words: Pesos ______________________ In Figures: Php ____________________ Total Cost (part E) Carried To Summary Php Total Of Cw3 8,066,130.43