This document provides a quantity calculation for various pay items for a roadway network project in the Philippines. It lists over 50 different construction items needed for the project, including earthworks, drainage, paving, structures, signs, and safety items. The quantities specified are for a 9.7 km section of road and include over 12,000 cubic meters of excavation, nearly 88,000 kg of reinforcing steel, and over 10,000 meters of drainage pipe.
This document provides a quantity calculation for various pay items for a roadway network project in the Philippines. It lists over 50 different construction items needed for the project, including earthworks, drainage, paving, structures, signs, and safety items. The quantities specified are for a 9.7 km section of road and include over 12,000 cubic meters of excavation, nearly 88,000 kg of reinforcing steel, and over 10,000 meters of drainage pipe.
This document provides a quantity calculation for various pay items for a roadway network project in the Philippines. It lists over 50 different construction items needed for the project, including earthworks, drainage, paving, structures, signs, and safety items. The quantities specified are for a 9.7 km section of road and include over 12,000 cubic meters of excavation, nearly 88,000 kg of reinforcing steel, and over 10,000 meters of drainage pipe.
This document provides a quantity calculation for various pay items for a roadway network project in the Philippines. It lists over 50 different construction items needed for the project, including earthworks, drainage, paving, structures, signs, and safety items. The quantities specified are for a 9.7 km section of road and include over 12,000 cubic meters of excavation, nearly 88,000 kg of reinforcing steel, and over 10,000 meters of drainage pipe.
NATIONAL CAPITAL REGION AND REGION 4A Contract Package 4: STA. 28+300.000 TO STA.37+999.930; L = 9.700km Quantity Calculation - Roadworks Pay Item No. Description Unit QUANTITY PART C EARTHWORKS 100(1) Clearing and Grubbing ha 101(3)b3 Removal of Actual Structures/Obstruction, 0.23m thick, PCCP (Unreinforced) sq m 101(4)a3 Removal of Actual Structures/Obstruction m 650.00 102(1) Unsuitable Excavation cu m 102(2) Surplus Common Excavation cu m 103(1)a Structure Excavation, Common Soil cu m 286.00 103(6)a Pipe Culverts and Drain Excavation, Common Soil cu m 12,904.00 104(1)a Embankment from Roadway / Structure Excavation, Common Soil cu m 104(1)b Embankment from Roadway / Structure Excavation, Soft Rock cu m 104(2)a Embankment from Borrow, Common Soil cu m 104(2)e Embankment from Borrow, Granular Fine Material cu m 104(3)a Selected Borrow for Topping, Case 1 cu m 105(1)a Subgrade Preparation,Common Material sq m PART D SUBBASE AND BASE COURSE 200(1) Aggregate Subbase Course cu m 202(1) Crushed Aggregate Base Course cu m PART E SURFACE COURSE 301(1)b Bituminous Prime Coat - MC - Cut Back Asphalt, Grade 70 sq m 302(1)a Bituminous Tack Coat - RC- Cut Back Asphalt, Grade 70 sq m 310(2)c Bituminous Concrete Surface Binder Course, Hot-Laid, 50mm sq m 310(6)c Bituminous Concrete Surface Wearing Course, PMB, 50mm sq m PART F BRIDGE CONSTRUCTION 403(7) Bolts with Nuts and Washers ls 9,285.00 404(1)b Reinforcing Steel, Grade 60 kg 87,961.00 405(1)a2 Structural Concrte, 20.68 Mpa, Class A, 14 days cu m 793.00 407(8) Lean Concrete, Class B, 16.50 Mpa cu m 37.00
PART G DRAINAGE AND SLOPE PROTECTION STRUCTURES
500(1)a3 Pipe Culverts, 910mm dia. m 3,090.00 500(3)b1 Lined Canal (concrete, 3.0m x 1.0m) m 501(3) Granular material for pipe culvert cu m 1,129.00 502(1)a3 Manholes, 910mm dia. ea 115.00 502(3)a3 Catch Basin, 910 mm dia. ea 18.00 505(2)b Grouted Riprap, 500mm thickness cu m 506(1) Stone Masonry cu m 508(1) Hand-Laid Rock Embankment (Under Layer) cu m 40.00 508(1) Hand-Laid Rock Embankment (Armor Layer) cu m 517(1)b Drain Pipe, PVC lm 10,164 PART H MISCELLANEOUS 600(5) Concrete Curb, Precast piece 600(6) Concrete Gutter, Precast piece 600(7) Concrete Curb and Gutter, Precast piece 601(1) Sidewalk, 100mm thk sq m 602(1)b Right-of-Way Monuments, Concrete ea 602(3)b Kilometer Post, Precast ea 603(3)a1 Metal Guardrail (Metal beam) Including Post, Simgle, W-Beam m 603(4)b Metal Beam End Piece, Bull Nose ea 605(1)d1 Warning Signs, 600 mm, W1-4A, Horizontal Alignment Reverse Curve L or R ea 605(1)e1 Warning Signs, 600 mm, W1-5A, Horizontal Alignment Winding Road L or R ea 605(1)g2 Warning Signs, 600 mm, W2-1B, Intersection and Junction Sign Cross Road ea 605(1)?? Warning Signs, 600 mm (W2-2) ea 605(1)?? Warning Signs, 600 mm (W2-4) ea Pay Item No. Description Unit QUANTITY 605(1)?? Warning Signs, 600 mm (W2-6) ea 605(1)?? Warning Signs, 600 mm (W5-5) ea 605(2)r2 Regulatory Signs, 600 mm, R4-1B, Speed Signs, Speed Restriction (Maximum) ea 605(2)ag3 Regulatory Signs, 600 mm, R6-4, Miscellaneous Signs Load and Dimension Restriction Signs ea 605(3)a1 Guide or Informatory Signs, G1-1, Advance Direction Signs Stack Signs ea 605(6)d1 Hazard Markers, 225 mm x 450 mm, HM-6A, Width Marker (L or R) ea 605(6)e2 Chevron Signs, 450mm x 600mm, HM-1A, Chevron Signs ea 607(2)a Reflectorized Pavement Studs Raised Profile Type, Mono-Directional ea 610(1) Sodding sq m 612(1) Reflectorized Thermoplastic Pavement Markings White sq m 612(2) Reflectorized Thermoplastic Pavement Markings Yellow sq m 624(4) Warning Light, Complete with Conduits ea 625(4)b Road Safety Barrier System, Rigid, Concrete Safety Shape (F-Shape / Jersey Type) ea 625(4)c Road Safety Barrier System, Rigid Concrete Single Slope ea 625(4)e Road Safety Barrier System, Steel, Guard Fence ea 625(5)a2 Impact Attenuator / Crash Cushion, Stationary Gating - Sand Filled Barrels ea PART I MATERIALS DETAILS 715(1) Geotextiles sq m 715(2) Separation Geotextiles sq m