BARANGAY IGPIT, OPOL, MISAMIS ORIENTAL Tender

Description Item No. 1a Structural Excavation Quantity: 26.70 Cu.m. Footing Zocalo Length: 1 0.6 Width: 1 0.9 Thick: 1.5 30 Units: 7 - Volume 1.0 X 1.0 X 1.50 X 7 10.50 Cum Volume 1.60 X 0.90 X 30 16.2 Cum Total 26.7 Cu.m. Labor Particulars No. Of Men Days Construction Foreman 1 4 Skilled Worker 1 4 Helper 2 4 Item No. 1b Common Backfill Quantity: 16.50 Cu.m. Footing Zocalo Length: 1 0.45 Width: 1 0.6 Thick: 1.2 30 Units: 7 - Volume 1.0 X 1.0 X 1.20 X 7 8.40 Cum Volume 0.45 X 0.60 X 30 8.10 Cum Total 16.5 Cu.m. Labor Particulars No. Of Men Days Construction Foreman 1 2.5 Skilled Worker 1 2.5 Helper 2 2.5 Equipment Particulars No. Of Eqpt Days Plate Compactor 1 2 Item No. 1c Gravel Fill Quantity: 1.25 Cu.m. Footing Zocalo Length: 1 0.6 Width: 1 0.05 Thick: 0.05 30 Units: 7 - Volume 1.0 X 1.0 X 0.05 X 7 0.35 Cum Volume 0.05 X 0.60 X 30 0.90 Cum Total 1.25 Cu.m. Materials Particulars Quantity Unit Coarse Gravel 1.25 Cum Labor Particulars No. Of Men Days Construction Foreman 1 2 Skilled Worker 1 2 Helper 1 2 Equipment Particulars No. Of Eqpt. Days Plate Compactor 1 1.5 Item No. 2 Concrete Works, 3000 Psi Quantity: 6.20 Cu.m. Footing Column Zocalo Length: 1 0.25 0.6 Width: 1 0.25 0.15 Thick: 0.3 3.2 30 Units: 7 7 - Volume 1.0 X 1.0 X 0.30 X 7 2.10 Cum Volume 0.05 X 0.60 X 30 2.70 Cum Volume 0.25 X 0.25 X 3.2 X 7 1.40 Cu.m. Total 6.2 Cu.m. Material Particulars Quantity Unit Portland Cement 56 Bags Washed Sand 3 Cum Washed Gravel 6 Cum 12mm Thick Phenolic Board 4 Sheets Assorted Nails 4 Kgs Labor Particulars No. Of Men Days Construction Foreman 1 8 Skilled Worker 2 8 Helper 2 8 Item No. 3 Reinforcing Steel Works, Grade 40 Quantity: 392.98 Kgs Footing(kgs) Column(kgs) Zocalo(kgs) 12mm 74.6 106.56 63.94 10mm 0 110.88 36.96 Total (kgs) 74.6 217.44 100.9 Footing 74.6 Kgs Column 217.44 Kgs Zocalo 100.90 Kgs Total 392.98 Kgs Material Particulars Quantity Unit 12mm Dia X 6m Def Round Bar Grade 40 45 Lgths 10mm Dia X 6m Def Round Bar Grade 40 40 Lgths Ga 16 Gi Tie Wire 24 Kgs Labor Particulars No. Of Men Days Construction Foreman 1 8 Skilled Worker 1 8 Helper 1 8 Equipment Particulars No. Of Eqpt Days Bar Cutter 1 4 Item No. 4 Masonry Works Quantity: 45.20 Sqm Area = 28.75 X 1.60 Total 45.2 Sqm Material Particulars Quantity Unit 10mm Chb 550 Pcs Portland Cement 76 Bags 12mm Dia X 6m Def Round Bar 12 Lgths 10mm Dia X 6m Def Round Bar 16 Lgths Ga 16 Gi Tie Wire 4 Kgs Labor Particulars No. Of Men Days Construction Foreman 1 10 Skilled Worker 2 10 Helper 2 10 Equipment Particulars No. Of Eqpt Days Bar Cutter 1 2 Item No. 5 Iron Works Quantity: 30.80 Sqm Area = 4.40 X 7 Total 30.8 Sqm Material Particulars Quantity Unit 16mm Dia X 6m Defround Bar 40 Lghts 50mm X 50mm X 1.5mm Square Tube Ga. 14 8 Lghts Red Oxide 3 Gal Aluminum Paint 3 Gal Paint Thinner 2 Gal #2 Paint Brush 4 Pcs Welding Electrode 25 Kgs Grinding Disk 4’’ 16 Pcs Cutting Disk 4’’ 8 Pcs Labor Particulars No. Of Men Days Construction Foreman 1 9 Welder 1 9 Helper 1 9 Equipment Particulars No. Of Eqpt Days Electric Grinder 1 4 Welding Machine 1 5