INFRA-CONSTRUCTION OF ROAD AND DRAINAGE AT BANGKAL ILAYA, BRGY. SAN ANTONIO, LOS BANOS, LAGUNA

I. CONSTRUCTION/REHABILITATION/IMPROVEMENT OF ROAD A GENERAL REQUIREMENTS/SITE WORKS Mobilization/Demobilization lot 1 Grading and Compaction lot 1 Health & Safety Program lot 1 Project Billboard/signboard lot 1 B CONCRETING OF ROAD 1 - road 270.00m length x 2.50m width x 0.15m thick - sidewalk 270.00m length x 1.00m width x 0.15m thick portland cement bags 1352 sand cu.m. 114 gravel 3/4 cu.m. 142 base course 3" thk (mixed gravel and sand) cu.m. 73 hard asphalt block (for asphalt filler) kgs 21 Rebar Ø12mm (dowel bar) pcs 34 C-purlins 2" x 6" x 6.0m x 1.2mm pcs 30 C EQUIPMENT COST Equipment Cost (3% of Total Material Cost) lot 1 1. DIRECT COST Total Materials Cost Labor (35% of Material Cost) Site Works Equipment Cost (3% of Total Material Cost) 2. INDIRECT COST (25% of Total Direct Cost) II. CONSTRUCTION/REHABILITATION/IMPROVEMENT OF DRAINAGE SYSTEM/ SIDEWALK A GENERAL REQUIREMENTS/SITE WORKS Health & Safety Program lot 1 Mobilization/Demobilization lot 1 Excavation Works, Backfilling, including disposal of debris lot 1 B DRAINAGE CANAL 1 - 270m - RCP drainage - 18" (450mm) reinforced concrete pipe w/ manhole every 10m - 27pcs Concrete Manhole 1m x 1m x 1.2m (depth) x 150mm thk. w/ 12mm rebar spaced @200mm for Hor'l & Ver'l bars reinforced concrete pipe #18 (class 2) - 450mm pcs 250 portland cement bags 214 sand cu.m. 21 gravel 3/4 cu.m. 19 Rebar Ø12mm pcs 270 Rebar Ø16mm pcs 2 1/4" thk x 2" angle bar pcs 15 cocolumber 2x3x12' pcs 40 phenolic plywood 1/2" x 4' x 8' pcs 19 G.I Tie Wire #16 (25kg/roll) roll 1 Common nail #2 kgs 8 Common nail #3 kgs 8 C EQUIPMENT COST Equipment Cost (3% of Total Material Cost) lot 1 1. DIRECT COST Total Materials Cost Labor (35% of Material Cost) Site Works Equipment Cost (3% of Total Material Cost) TOTAL DIRECT COST 2. INDIRECT COST (25% of Total Direct Cost)