BARANGAY IGPIT, OPOL, MISAMIS ORIENTAL Tender

Description Rehabilitation Of Igpit Youth Development Office (prev. Igpit Brgy. Hall) Item No. 1 Description: Removal Of Dilapidated Structures Quantity: 174.09 Sq.m. Length Height Width Area A. Ceiling Area 1 Gross: 7.90 4.90 Less: 2.75 2.45 Net: 31.97 Area 2 Gross: 9.70 4.90 Less 1: 1.90 1.20 Less 2: 3.70 2.30 Net: 36.74 Area 3 17.65 1.20 21.18 B. Wood Wall 5.70 3.00 17.10 C. Entrance 3.75 2.00 7.50 D. Slab 8.00 1.20 9.60 E. Roof Framing 8.00 6.25 50.00 _______ 174.09 labor No. Of Men No. Of Days Construction Foreman 1 3 Skilled 1 3 Unskilled 3 3 Item No. 2 Description: Structure Excavation Quantity: 2.95 Cu.m. Length Width Ht/thk/d #of Unit Volume F1 0.80 0.80 0.90 2.00 1.15 Zocalo (wf) 8.00 0.30 0.75 1.80 _____ 2.95 labor No. Of Men No. Of Days Construction Foreman 1.00 2.00 Skilled 1.00 2.00 Unskilled 2.00 2.00 Item No. 3 Description: Structural Concrete Works (class A) Quantity: 1.94 Cu.m. Length Width D/thk # Of Unit Volume F1 0.80 0.80 0.20 2.00 0.26 C1 0.25 0.25 3.30 2.00 0.41 Roof Beam 8.25 0.20 0.30 0.50 Concrete Slab 8.00 1.30 0.075 0.78 _____ 1.94 materials Quantity Unit Portland Cement 18.00 Bag Washed Sand 2.00 Cu.m. Washed Gravel 3.00 Cu.m. 10mm Dia. X6m Drb 30.00 Lh #16 G.i. Tie Wire 4.00 Kg 12mm Dia. X6m Drb 18.00 Lh Form & Scafoldding: 1/4"x4’x8’ Ordinary Plywood 3.00 Pc 2”x2”x10’ Coco Lumber 34.00 Pc 2”x3”x10’ Coco Lumber 34.00 Pc #4 Cwn 3.00 Kg #2 ½ Cwn 1.00 Kg labor No. Of Men No. Of Days Construction Foreman 1.00 5.00 Skilled 2.00 5.00 Unskilled 3.00 5.00 Item No. 4 Description: Masonry Works (inc.plastering) Quantity: 51.05 Sq.m. Width Height #unit/side Area A. Concrete Hollow Blocks (chb Wall) Wall Footing Gross 7.50 3.30 Less 1: 2.40 1.20 Less 2: 1.80 1.20 Less 3: 1.05 2.10 2.00 Net: 15.3 B. Plastering Wall 7.50 2.70 2.00 Less 1: 2.40 1.20 Less 2: 1.80 1.20 Less 3: 1.05 2.15 2.00 Net: 30.945 Columns 0.80 3.00 2.00 4.80 ________ 51.05 materials Quantity Unit Portland Cement 18.00 Bag Washed Sand 2.00 Cu.m. Washed Gravel 1.00 Cu.m. 4”x8”x16” Chb 199.00 Pc 10mm Dia. X 6m Drb 19.00 Lh labor No. Of Men No. Of Days Construction Foreman 1.00 6.00 Skilled 2.00 6.00 Unskilled 3.00 6.00 Item No. 5 Description: Carpentry Works (ceiling, Roof Framing From Works) Quantity: 171.31 Sq.m. Length Width Area A. Roof Framing 8.00 6.25 50.00 B. Ceiling Joist 7.40 1.30 9.62 19.00 1.20 22.80 C. Ceiling 31.97 36.74 21.18 172.31 materials Quantity Unit 1”x2”x10’ Coco Lumber 15.00 Pc 1”x2”x8’ Coco Lumber 45.00 Pc 2”x6”x12’ Coco Lumber 4.00 Pc 2”x6”x10’ Coco Lumber 4.00 Pc 2”x8”x8’ Coco Lumber 4.00 Pc 2”x8”10’ Coco Lumber 8.00 Pc 2”x8”x8’ Coco Lumber 14.00 Pc 2”x4”x8’ Coco Lumber 36.00 Pc 2”x4”x10’ Coco Lumber 20.00 Pc ¼”x4’x8’ Ordinary Plywood 25.00 Sht ¼”x4’x8’ Ficem Board 8.00 Sht #4 Cwn 10.00 Kg #2 ½ Cwn 2.00 Kg #2 ½ Concrete Nail 1.00 Kg #1 ½ Box Nail 2.00 Kg labor No. Of Men No. Of Days Construction Foreman 1.00 5.00 Skilled 4.00 5.00 Unskilled 3.00 5.00 Item No. 6 Description: Painting Works Quantity: 353. 97 Sq.m. A. Concrete New = 38.37 Existing (interior) 28.90 X 3.00 = 86.70 Existing (exterior) 9.85 X 3.00 = 29.55 Ceiling 16.00 X 6.20 = 80.00 B. Metal (roof) 19.25 X 6.20 = 119.35 353.97 A. Materials Quantity Unit Skim Coat 2.00 Bag Semi-gloss Latex Paint 10.00 Gal Red Oxide Primer 6.00 Gal Roof Paint (acrylic-based Paint) 6.00 Gal Sandpaper #80 25.00 Pc Sandpaper #120 25.00 Pc Paintbrush #3 2.00 Pc Paintbrush #2 2.00 Pc Paint Roller #4 2.00 Pc Paint Roller #7 2.00 Pc Paint Tray 2.00 Pc Masking Tape (big) 5.00 Pc B. Labor No. Of Men No. Of Days Construction Foreman 1.00 10.00 Skilled 2.00 10.00 Unskilled 2.00 10.00 Item No. 7 Description: Roofing & Tinsmithing Quantity: 119.35 Sq.m. Width Length Area Roof Area 6.20 19.25 119.35 (effective Area) A. Materials Quantity Unit Corr. G.i. Sheet Ga. #24x8’ 100.00 Sht Pre-painted Gutter, O.40mm 6.00 Pc Blind Rivets 1/8” 100.00 Pc Umbrella Nails 10.00 Kg Epoxy 4.00 Lit B. Labor No. Of Men No. Of Days Construction Foreman 1.00 7.00 Skilled 2.00 7.00 Unskilled 2.00 7.00 Item No. 8 Description: Doors & Windows Quantity: 9.24 Sq.m. Width Height No. Of Unit Area A. Doors – D1 1.00 2.10 2.00 4.20 B. Windows Windows 1 2.40 1.20 2.88 Windows 2 1.80 1.20 2.16 9.24 A. Materials Quantity Unit Door 1: 1.0m-w X2. 10m-h Panel Door With 2.00 Set Door Jamb And Complete Accessories (3 Units Hinges, Lever-type Knob, Dead Lock-heavy Duty Window 1:2.40m-w X 1.20m-h Four Panel 1.00 Set Steel Casement Window W/ ¼” Thick Glass Window 2: 1.80m-w X 1.20m-h Four Panel 1.00 Set Steel Casement Window W/ ¼” Thick Glass Pane B. Labor No. Of Men No. Of Days Construction Foreman 1.00 2.00 Skilled 1.00 2.00 Unskilled 2.00 2.00