Municipality Of Tiaong, Quezon Tender

Description A.1.1 Construction Of Field Office For The Engineer Quantity: 1.00 L.s. Materials 1/4 X 4 X 8 Marine Plywood 19 Pc. Good Lumber 299 Bd.ft. Corrugated Roofing, Gauge 26 19.32 Sq.m. 2" X 4" Door Hinges 4 Pc. 2" X 3" Window Hinges 8 Pc. Portland Cement 32 Bag Gravel 3/4 2 Cu.m. Sand 1.5 Cu.m. Reinforcing Steel Bar Grade 40 112.65 Kg. Chb Ordinary 4" 153 Pcs. Fascia Board (1/2 X 12" Marine Plywood) 17.6 L.m. Ridge Roll 7.2 L.m. 20 Watts Flourescent Lf 2 Set Duplex Convenience Outlet 2 Set Three Gang Switch 1 Set Panel Board & Cabinet 1 Set #16 G.i. Tie Wires 2 Kgs. Miscellaneous (forms, Cwn, Bolts, Electrical Wires Etc.) 1 Lot Labor 1 Construction Foreman 5 Days 1 Skilled Laborer 5 Days 5 Laborer 5 Days 605 Project Signboard Quantity : 5.76 Sq.m. Materials Tarpaulin 1 Pcs. Ordinary Plywood 4' X 8' X 1/2" 2 Pcs. Cocolumber 2" X 3" X 12' 5 Pcs. Assorted Common Nail 1 Kgs. Labor 1 Carpenter 0.50 Day 1 Laborer 0.50 Day Spl-i Construction Safety And Health Quantity : 1.00 - Materials Safety Helmet 45.00 Pcs. Hand Gloves 45.00 Pcs. Safety Shoes 45.00 Pcs. Miscellaneous Items 1.00 Lot (medicine, Medicine Cabinet, Water, First-aid Kit) B.9 Mobilization / Demobilization Quantity: 1.00 L.s. Equipment Low Bed Trailer (1% Of Civil Works) 1 L.s 100 Clearing And Grubbing Quantity: 1.00 L.s Equipments 1 Dump Truck 16.00 Hr 1 Bulldozer 16.00 Hr Minor Tools (10% Of Labor Cost) Labor 1 Construction Foreman 2.00 Days 3 Laborer 2.00 Days 100(3)a1 Individual Removal Of Trees (150 - 300mm Dia., Small) Quantity: 5.00 Each Materials Rope, 1" Ø - 5 Uses 20.00 M Equipments 1 Backhoe (0.80 Cu.m.) 2.00 Hr 1 Dump Truck (12 Yd3) 1.00 Hr 1 Chain Saw 1.00 Hr Minor Tools (10% Of Labor Cost) Labor 1 Construction Foreman 1.00 Days 1 Skilled Laborer 1.00 Days 3 Laborer 1.00 Days 102 Surplus Common Excavation Quantity: 490.80 Cu.m Equipments 2 Dump Truck 9.00 Hr 1 Bulldozer 9.00 Hr 1 Payloader (1.50 Cu.m.) 9.00 Hr 1 Payloader (1.50 Cu.m.) At Disposal Site 3.00 Hr Minor Tools (10% Of Labor Cost) Labor 1 Construction Foreman 2.00 Days 2 Laborer 2.00 Days 104(2)a Embankment From Borrow Quantity: 2,454.00 Cu.m Materials Common Borrow (w/ 25% Shrinkage Factor) 3,067.50 Cu.m Equipments 1 Road Grader 50.00 Hr 1 Road Roller 50.00 Hr 1 Water Truck 12.00 Hr Labor 1 Construction Foreman 7.00 Days 2 Laborer 7.00 Days 105 Subgrade Preparation Quantity : 5,726.00 Sq.m. Equipment 1 Road Grader 20.00 Hr 1 Road Roller 20.00 Hr 1 Water Truck 5.00 Hr 1 Construction Foreman 3.00 Days 3 Laborer 3.00 Days 200 Aggregate Subbase Course Quantity : 1,043.00 Cu.m. Materials: Aggregate Subbase Course (15% Shrinkage Factor) 1,200.00 Cu.m. Equipment: 1 Road Grader 21.00 Hr 1 Road Roller 21.00 Hr 1 Water Truck 6.00 Hr Labor 1 Construction Foreman 3.00 Days 2 Laborer 3.00 Days 201 Aggregate Base Course Quantity: 1,043.00 Cu.m. Materials Aggregate Base Course (15% Shrinkage Factor) 1,200.00 Cu.m. Equipments 1 Road Grader 21.00 Hr 1 Road Roller 21.00 Hr 1 Water Truck 6.00 Hr Labor 1 Construction Foreman 3.00 Days 2 Laborer 3.00 Days 206 Polymer-based Chemical Soil Additive Quantity: 699.00 Lit Materials Polymer (rt20 Dynamic Liquid Soil Stabilizer) 734.00 Lit Equipments 1 Water Truck 20.00 Hr Labor 1 Construction Foreman 12.00 Days 2 Laborer 12.00 Days 311(1)b1 Portland Cement Concrete Pavement (unreinforced) - 0.20 M Thick, 14 Days Quantity: 4,090.00 Sq.m Materials Reinforcing Steel Bar (grade 40) 1,596.00 Kg. Curing Compound 1,187.00 Lit. Asphalt Sealant 490.80 Lit. Steel Forms, 200mm Width 1,882.00 M Ready Mix Concrete 3500psi @14 Days 818.00 Cu.m. Concrete Saw (diamond Blade 14") 1.00 Pc Pipe Sleeve, 1"1/2 Dia. 35.00 M Grease/tar 23.00 Lit. Labor 1 Construction Foreman 10.00 Days 4 Skilled Worker 10.00 Days 12 Laborer 10.00 Days Equipments 2 Concrete Vibrator 55.00 Hr 1 Concrete Screeder (5.5 Hp) 55.00 Hr 1 Concrete Saw, Blade Ø 14" (7.5 Hp) 55.00 Hr 1 Bar Cutter, Single Phase, 25 Mm. 6.00 Hr 1 Joint Sealer Machine 6.00 Hr 0 Minor Tools (5% Of Labor Cost) 404(1)a Reinforcing Steel Quantity: 1,400.00 Kg Materials Reinforcing Steel Bar, Grade 40 (with 5% Wastage) 1,470.00 Kg Tie Wire (2% Of Rsb) 30.00 Kg Equipments 1 Bar Cutter 4.00 Hr 1 Bar Bender 4.00 Hr Minor Tools ( 10% Of Labor Cost) Labor 1 Construction Foreman 1.00 Days 2 Skilled Worker 1.00 Days 8 Laborer 1.00 Days 500(1)a1 Pipe Culverts (610 Mm Dia., Class Ii, Rcpc) Quantity: 96.00 L.m Materials Portland Cement 75.00 Bag Sand 5.00 Cu.m R.c. Pipes (610 Mm Dia.) 96.00 Pc Sand Bedding 9.00 Cu.m. Equipments 1 Backhoe 22.00 Hr 1 Plate Compactor 22.00 Hr Minor Tools ( 10% Of Labor Cost) Labor 1 Construction Foreman 6.00 Days 2 Skilled Worker 6.00 Days 4 Laborer 6.00 Days 505(2) Grouted Riprap Quantity: 884.00 Cu.m. Materials Cement 2,652.00 Bag Sand 221.00 Cu.m Weep Holes 265.00 L.m Filter Cloth 13.00 Sq.m Boulders 928.00 Cu.m. Miscellaneous (1% Of Materials) Equipments 3 One Bagger Mixer 228 Hr 1 Water Truck 36 Hr Minor Tools ( 10% Of Labor Cost) Labor 1 Construction Foreman 31 Days 12 Skilled Worker 31 Days 18 Laborer 31 Days