BARANGAY IGPIT, OPOL, MISAMIS ORIENTAL Tender

Description Part : I. Facilities For Engineer Item No. : A.1.1 (b) Provision Of Field Office For The Engineer Quantity : 1.5 Month Particulars Quantity Unit Rental Of Office/storage House (including Lights And Water) 1.5 Month Part : Ii. Other General Requirements Item No. : B5 Project Billboard/signboard Quantity : 2 Each A. Materias Particular Quantity Unit 8”x8” Tarpaulin (2 Sets 64 Sq. Ft Good Lumber (frames) 48 Bd. Ft Assorted Common Wood Nails 1 Kg. B. Labor Particulars No. Men Days Foreman 1 1 Skilled Laborer 1 1 Laborer 1 1 Part : Ii. Other General Requirements Item No. : B.7 (1) Occupational Safety And Health Program Quantity : 1.5 Months Materials Particulars Quantity Unit First Aid Kit 1 Ls Safety Helmet 8 Man-days Safety Shoes 8 Man-days Safety Gloves 25 Man-days Pipe Signage (4”x8”) 1 Set Safety First (4”x4”) 1 Set Warning Signs (2”x3”) 1 Set Caution Tape, 100 Ft 1 Roll Labor Particulars No. Of Men No. Of Days Safety Officer 1 15 Days First Aider 1 15 Days Part : Iii. Other General Requirements Item No. : B.9 Mobilization/ Demobilization Quantity : 1.0 Is A. Equipment Particulars Qty Unit Mobilization/demobilization Part : A. Earth Works Item No. : 801 (1) Removal Of Structures And Construction Quantity : 1.0 L.s. Area : 142.65 Sq.m A. Labor Particulars No. Of Men Days Foreman 1 4 Unskilled Worker 4 4 B. Equipment Dump Truck (12 Cu. Yd) 1 2 Backhoe 1 8 Hours Part : A. Earth Works Item No. : 800 (2) Clearing And Grubbing Quantity : 1.0 L.s. Area : 142.65 Sq.m A. Labor Particulars No. Of Men Days Foreman 1 4 Unskilled Worker 4 4 B. Equipment Particulars No. Of Equipment Hours/days Dump Truck (12 Cu. Yd) 1 2 Days Backhoe 1 8 Hours Part : A. Earth Works Item No. : 803 (1) 9 Structure Excavation (common Soil) Quantity : Footing (1.2m X 1.20) (1.2m X 1.2m X 1.8) (12pcs) 31.10 Cu.m A. Labor Foreman 1 5 Unskilled Worker 3 5 B. Equipment Particulars No. Of Equipment Hours/days Dump Truck (12 Cu. Yd. 1 2 Days Backhoe (0.80 Cu. M.) 1 8 Hours Part : A. Earth Works Item No. : 804 (1)b Embankment From Borrow Quantity : Footing (1.2m X 1.2m X 1.5) Areabuilding = 142.65 Sq.m Column (0.40m X 040m) Volume Of Embankment = 142.65 Sq.m X 0.40m V= (1.2m X 1.2m X 1.5) - (0.4m X 0.4m X 1.5m) Volume Of Embankment = 57.06 V =1.92 Cu.m (12) Total = 57.06 +23 V = 23 Cu.m Total = 80.06 Cu.m A. Material Particulars Qty. Unit Filling Soil 75 Cu. M. B. Labor Particulars No. Of Men Days Foreman 1 4 C. Equipment Plate Compactor (5hp) 1 1 Day Backhoe (0.80 Cu. M.) 1 8 Hours Part : A. Earth Works Item No. : 804 (4) Gravel Fill Quantity : Footing (1.2m X 1.2m X 0.1) Area Building = 142.65 Sq.m V=(1.2m X 1.2m X 0.1) Volume Of Gravel Bedding = 142.65 Sq.m X 0.10 (thk) V= 0.144 Cu.m (12) Volume Of Gravel Bedding = 14.265 Cu.m V = 1.728 Cu.m Total = 14.265 + 1.728 Total = 15.993 (15% Shrinkage Factor) Cu.m Total = 18.39 Cu.m A. Material Particulars Quantity Unit Gravel Bedding G-1 (with 5% Shrinage Factor) 18.39 Cu. M B. Labor Particulars No. Of Men Days Foreman 1 4 Unskilled Worker 4 4 C. Equipment Plate Compactor 1 1 Part : B. Plain And Reinforced Concrete Work Item No. : 900 (1) C1 Structural Concrete Class A At 28 Days Quantity : 11.79 Cu.m Footing (1.2m X 1.2m X 0.30 M) Column (0.40m X 0.40m X 3.44m) V= 0.432 Cu.m V= 0.5504 Cu.m Class A(1:2:4) Concrete Mix Class A (1:2:4) Concrete Mix Portland Cement = 0.432 Cu.m Portland Cement = 0.5504 X 9 Portland Cement = 3.88 Bags X 12 Footing Portland Cement = 4.95 Bags X 12 Footing Total Cement For Footing = 46.65 Or 47 Bags Total Cement For Footing = 59.44 Or 60 Bags Sand = 0.432 X 0.5 Sand = 0.5504 X 0.5 Sand = 0.216 Cu.m X 12 Sand = 0.2752 Cu.m X 12 Total Sand = 2.592 Cu.m Total Sand = 3.3 Cu.m Gravel = 0.432 X 1 Gravel = 0.5504 X 1 Gravel = 0.432 Cu.m X 12 Gravel = 0.5504 Cu.m X 12 Gravel = 5.184 Cu.m Gravel = 6.6048 Cu.m A. Material Particulars Qty. Unit Portland Cement 235 Bags Washed Sand 7 Cu. M. Crushed Gravel ¾” 13 Cu. M. B. Labor Particulars No. Of Men Days Foreman 1 15 Skilled Workers 4 15 Unskilled Workers 4 15 C. Equipment Particulars No. Of Equipment Hours/days Concrete Vibrator 1 15 One Bagger 1 15 Part : B. Plain And Reinforced Concrete Works Item No. : 902 (1) A. Reinforcing Steel (deformed), Grade 40 Quantity : 2,863.38 Kgs. Footing (1.2m X 1.2m) Column (0.40m X 0.40) Ties(0.40m X 0.40m) No. Of Pcs = 1.2 X 1.2 X 14 Pcs Column = 8 Pcs 20mm Drb No. Of Pcs = 76 Meters/6meters No. Of Pcs = 20.16 X 12 (footing) No. Of Pcs = 8 X 12 (footing) No. Of Pcs = 12.66pcs Or 13 Pcs X 12 No. Of Pcs = 241.92 / 6 Meters No. Of Pcs = 96 No. Of Pcs = 156 Pcs No. Of Pcs = 40.32 Or 41 Kgs = 92 Pcs 20mm X 14.82 Kgs = 156 Pcs 12 Mm Drb Kgs = 41 Pcs 20mm X 14. 82 Kgs = 1,422.72 Kgs = 833.04 Kgs = 607.62 Total = 2,863.38 Kgs A. Material Particulars Qty. Unit Tie Wire 4 Rolls 20 Mm Deformed Round Bar 140 Length (grade 40) 10 Mm Deformed Round Bar (grade 40) 160 Length B. Labor Foreman 1 Men 20 Days Skilled Workers 4 Men 20 Days Unskilled Workers 4 Men 20 Days C. Equipment Particulars No. Of Eqpt Hours/days Bar Cutter 1 10 Days Bar Bender 1 10 Days Part : B. Plain And Reinforced Concrete Works Item No. : 903 (2) Formworks And Falseworks Quantity : 500 Bd.ft A. Material Coco Lumber 500 Bd Ft. Plywood Ordinary 15 Pc. Cwn Assorted 15 Kg. B. Labor Particulars No. Of Men Days Foreman 1 8 Skilled Workers 2 8 Unskilled Workers 4 8