DATA BOOK IV : COST ESTIMATE
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1 The Study on Comprehensive Disaster Prevention around Mayon Volcano DATA BOOK IV : COST ESTIMATE
2 DT IV List of (1/5) Clearing and Grubbing ha 59, Excavation (Road way & Drainage) Mech. cu.m Common Excavation (Manual) cu.m Structure Excavation (Dry) cu.m Structure Excavation (Hydro.) cu.m Embankment (Selected Borrow) cu.m Sub-grade Preparation sq.m 8.10 Aggregate Sub-base Course cu.m Aggregate Base Course (Regravelling) cu.m Crushed Aggregate Base Course (Broken Stone) cu.m Aggregate Surface Course cu.m Bituminous Surface Treatment ton 24, Asphalt Cement ton 23, Reinforcing Steel kg Structural Concrete - Class A cu.m 3, " Diameter R.C. Pipes lin.m " Diameter R.C. Pipes lin.m. 1, " Diameter R.C. Pipes lin.m. 1, Riprap/Grouted Riprap (T=0.3m) cu.m 1, Stone Masonry (T=0.4m) cu.m 1, Hand Laid Rock Embankment (Boulder Facing) cu.m Concrete Slope Protection (Concrete Facing) cu.m 2, Reinforced Concrete Facing cu.m 3, Curb and /or Gutter lin.m Lined Canal with Mortor Finish cu.m 1, Rubble Concrete Foundation cu.m 2, Reinforced Concrete Foundation cu.m 3, Dredging for Embankemnt cu.m Source: DPWH - ALBAY DISTRICT ENGINEERING OFFICE IV - 1
3 DT IV List of (2/5) DREDGING cu.m LEVEE Excavation cu.m Clearing and Grubbing sq.m 9.02 Stripping sq.m 5.42 Embankment cu.m Gravel Metalling cu.m Sod Facing sq.m Grouted Riprap sq.m FLOODWALL Excavation cu.m Concrete, Roughening cu.m Concrete with Pumpcrete cu.m 2, Direct Pouring cu.m 2, Reinforcing Steel Bar ton 19, Formworks sq.m Removal of Structures sq.m Source: Adjusted unit price as of January 1999 for Lower Agusan Project Phase I IV - 2
4 DT IV List of (3/5) Earth Works Clearing and Grubbing sq.m Excavation Common cu.m Excavation Rock cu.m Structure Backfill cu.m Embankment Costruction & Compaction cu.m Gravel Base Course cu.m Concrete Structures Concrete Class "C" cu.m 3, Concrete Class "A-3" Substructure cu.m 6, Concrete Class "A-2" Superstructure cu.m 6, Concrete Class "A-2" Miscellaneous concrete cu.m 5, Concrete Class "A-2" Secondary concrete cu.m 5, Concrete Joints and Joint Materials PVC waterstop 200mm x 6mm lin.m 1, PVC waterstop 300mm x 7mm lin.m 1, Elastic joint filler sq.m 1, Joint sealant lin.m Dowel bar dia.=32mm, length=1.8m nos Dowel bar dia.=25mm, length=1.0m nos Reinforcing Steel Bar Furnish & stockpile ton 25, Cut, bent & place ton 13, Filter Drain, Weephole and PVC Pipe Gravel bedding, ungraded materials cu.m PVC weephole, dia.=100mm nos. 22, PVC pipe, dia.=50mm lin.m PVC pipe, dia.=100mm lin.m PVC pipe, dia.=150mm lin.m 1, Precast Concrete Pipes RC Pipe, dia.=600mm, Type A-2 lin.m 2, RC Pipe, dia.=600mm, Type A-1 lin.m 2, Piles and Piling Works Furnish RC pile 40x40 cm lin.m 2, Driving RC pile 40x40 cm lin.m 1, Masonry Works and Grouted Riprap CHB masonry, 150mm thick sq.m CHB masonry, 100mm thick sq.m Grouted riprap cu.m 2, Stone Works Rubble masonry cu.m 2, Rock/Boulder riprap (Dry) cu.m 1, Gabion type riprap cu.m 3, Sand bedding with graded materials cu.m Source: Successful Bidding as of April 1998 for LADP Irrigation Project IV - 3
5 DT IV List of (4/5) Earth Works Clearing and Grubbing, lightly vegetated area sq.m Structure Excavation Common cu.m Structure Excavation Rock cu.m Structure Backfill cu.m Disposal of Excavation Materials cu.m Concrete Structures Concrete Class "A" (210 kg/cm2, 100 mm) cu.m 3, Concrete Class "C" (210 kg/cm2, 38 mm) cu.m 2, Concrete Class "E" (90 kg/cm2, 38 mm) cu.m 2, Concrete Class "AA" (210 kg/cm2, 19 mm) cu.m 2, Concrete Class "F" (210 kg/cm2, 19 mm) cu.m 6, Concrete Class "D" (160 kg/cm2, 100 mm) cu.m 2, Concrete Joints and Joint Materials Water stop (Dumbbell type with center bulb, width=20 cm) lin.m Joints filler (thickness = 2 cm) sq.m 1, Dowel bar pcs Reinforcing Steel Bar kg Grouted riprap cu.m 2, Steel sheets piles (U type, thickness = 11 cm) kg Aluminum guaging staff (Thickness = 1 mm, width = 15 cm) lin.m 3, Handrail (dia. = 50 mm) kg Source: Successful Bidding as of April 1997 for Pampanga Delta Development Project IV - 4
6 DT IV List of (5/5) Clearing and grubbing, lightly vegetated area sq.m 7.90 Excavation of diversion channel, common cu.m Excavation of diversion channel, rock cu.m Excavation of upstream and downstream of fixed weir, common cu.m Structure excavation, common cu.m Structure excavation, rock cu.m Structure backfill cu.m Embankment cu.m Diisposal of excavated materials cu.m Concrete Class "AA" (210 kg/cm2, 19 mm) cu.m 3, Concrete Class "A" (210 kg/cm2, 38 mm) cu.m 3, Concrete Class "B" (160 kg/cm2, 38 mm) cu.m 2, Concrete Class "C" (210 kg/cm2, 100 mm) cu.m 2, Concrete Class "D" (160 kg/cm2, 100 mm) cu.m 2, Concrete Class "E" (90 kg/cm2, 38 mm) cu.m 2, Concrete Class "F" (210 kg/cm2, 19 mm) cu.m 3, Concrete blocks for river bed protection pcs. 8, Road surfacing cu.m Grouted riprap cu.m 1, Gabion cu.m 1, Gravel bed cu.m Weep hole type A, weir apron pcs Weep hole type B, wall pcs Weep hole type C, grouted riprap pcs Steel sheet piles ton 40, Reinforcing steel bars ton 25, Dowel bar pcs Joints filler sq.m Handrail ton 37, Steel pipe for conduit of maintenance flow, D = 1.6m lin.m 24, Steel ppipe for water level indicator, D = 0.7m lin.m 5, Steel ladder rungs (Steel steps) ton 27, Aluminum gauging staff lin.m Water stop lin.m Wooden pile pcs. 1, Asphalt waterproof roofing sq.m Source: Engineer's Estimated as of August 1996 for Pampanga Delta Development Project
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