BARANGAY IGPIT, OPOL, MISAMIS ORIENTAL Tender

Description Project Title : Construction Of Lined Canal Location : Zone 3 & 5, Igpit, Opol Misamis Oriental Part : I Item No. : 1. Removal Of Actual Structures/obstructions (driveway) Quantity : 30.5 Square Meters Length 1 :9.50 M Length 2 : 11.50 M Length 3 : 9.50 M Area 30.50 X 1.0 = 30.50 Square Meters A. Material Particulars Quantity Unit B. Labor Particulars No. Men Days Skilled Worker 2 5 Helper 4 5 C. Equipment (minor Tools) Particulars Qty Unit Shovel 4 Pcs. Dump Truck 2 Pcs. D. Equipment Particulars No. Of Equipment Days Backhoe 1 2 Hauling Truck 1 2 Detailed Cost Analysis Project Title : Construction Of Lined Canal Location : Zone 3 & 5, Igpit, Opol Misamis Oriental Part : Ii Item No. : 2. Structure Excavation Quantity : 137.9 Cubic Meters Length 1 :75.0 M Length 2 : 122.0 M Length 3 : 1 M Depth : 0.70 M Area 197.00 X 1.00 = 197.00 Square Meters Volume 197.00 X 0.70 = 137.90 Cubic Meters A. Material Particulars Quantity Unit B. Labor Particulars No. Men Days Skilled Worker 2 10 Helper 6 10 C. Equipment (minor Tools) Particulars Qty Unit Shovel 2 Pcs. Digging Bar 2 Pcs. D. Equipment Particulars No. Of Equipment Days Backhoe,143 Hp Capacity 1 3 Hauling Truck 1 3 Detailed Cost Analysis Project Title : Construction Of Lined Canal Location : Zone 3 & 5, Igpit, Opol Misamis Oriental Part : Iii Item No. : 3. Structure Concrete (including Formworks) Quantity : 27.24 Cubic Meters Line Canal : Area 1 75.00 + Area 2 = 122.00 M =197.00 M Bottom Slab : Area 197 X 0.90 = 177.30 Sq.mts Volume 177.30 X 0.10 = 17.73 Cu.m Capping : Area 197.00 X 0.15 = 29.55 Sq.mts Volume 29.55 X 0.10 X 2.0 = 5.91 Cu.m Total Slab (concrete Cover) Area 2 Length = 15.00 M X Width = 1.00 M X Thickness = 0.15 M Volume = 2.25 Cu.m Pathway : Area 1 = 2 Units Area 2 = 3 Units Length= 1.5 M X Width = 1.20 M X Thickness = 0.15 M Volume = 1.35 Cu.m Total Volume = 17.73 + 5.91 + 2.25 + 1.35 = 27.24 Cu.m A. Material Particulars Quantity Unit Cement, Portland 270 Bags Sand, Washed Ord. 18 Cu.m Gravel Washed Ord. 28 Cu.m Formworks ½’’ X 4’ X 8 Ord. Plywood 6 Pcs. 2’’ X 3” X 13’ Coco Lumber 50 Pcs. #4 Cwn 10 Kgs. # 2 ½ Cwn 5 Kgs. # 1 ½ Cwn 1 Kg. B. Labor Particulars No. Of Men Days Skilled Worker 2 21 Helper 6 21 D. Equipment Particulars No. Of Equipment Days Detailed Cost Analysis Project Title : Construction Of Lined Canal Location : Zone 3 & 5, Igpit, Opol Misamis Oriental Part : Iv Item No. : 4. Reinforcing Steel, Grade 40 Quantity : 963.53 Kgs Lined Canal :temp. Bar 10 Mm Diam =142 Length Vertical Bar, 10 Mm Diam = 45 Length Pathway : Main Bar, 12 Mm Diam = 10 Length Member, 10 Mm Diam = 10 Length Concrete Slab : Main Bar, 12 Mm Diam = 20 Length / Top Slab Member, 10 Mm Diam = 20 Length Summary : 12mm 30 Length X 6.0m X 0.89 = 160.20 Kgs 10 Mm 217 Length X 6.0m X 0.616 = 803.33 A. Material Particulars Quantity Unit 12 Mm Diam Deformed Bars, Grade 40 160.2 Kgs 10 Mm Diam Deformed Bars, Grade 40 803.03 Kgs Gi Tie Wire Ga 16 22.00 Pcs. 14’ Cutting Disc 2.00 Pcs. B. Labor Particulars No. Of Men Days Skilled Worker 1 30 Helper 1 30 D. Equipment Particulars No. Of Equipment Days Detailed Cost Analysis Project Title : Construction Of Lined Canal Location : Zone 3 & 5, Igpit, Opol Misamis Oriental Part : V Item No. : 5. Lined Canal, Including Plastering Quantity : 197 Lm Area 1 : 76 M Area 2 : 122 M Area 19 7 X 0.60 = 118.20 Sq.mts For 2 Sides: Area = 118.20 X 2 Sides = 236.40 Sq. Mts No. Of Chb = 236.40 X 12.5 = 2,955 Pcs+ 2% Wastages= 3,015 Pcs A. Material Particulars Quantity Unit Cement Portland 365 Bags Sand Washed Ordinary 30 Cu.m 6’’ X 8’’ X 16’’ Chb 3,015 Pcs. B. Labor Particulars No. Of Men Days Skilled Worker 4 20 Helper 8 20 D. Equipment Particulars No. Of Equipment Days Detailed Cost Analysis Project Title : Construction Of Lined Canal Location : Zone 3 & 5, Igpit, Opol Misamis Oriental Part : Vi Item No. : 6. Catch Basin Quantity : 1 Length= 1.00 M Width= 1.00 M Depth= 1.20 M Thick= 0.10 M Structural Concrete Bottom Slab : Volume = 1.0 X 1.0 X 0.10 = 0.10 Cu.m Top Slab : Volume = 1.0 X 1.0 X 0.15 = 0.15 Cu.m Total Volume = 0.10 + 0.15 = 0.25 Cu.m Masonry Works Length = 1.00 Meters Width = 1.00 Meters Depth = 1.20 Meter Area = 1.00 X 1.20 X 3 Sides = 3.6 Sq.mts A. Material Particulars Quantity Unit Cement Portland 6 Bags Sand Washed Ordinary 1 Cu.m 10 Mm Dia Deformed Bars 5 Length G.a 16 Gi Tire Wire 0.25 Kg. 6’’ X 8’’ X 16’’ Chb 45 Pcs. B. Labor Particulars No. Of Men Days Skilled Worker 2 5 Helper 2 5 D. Equipment Particulars No. Of Equipment Days