Municipality Of Tiaong, Quezon Tender

Description Unit Description Quantity 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 0.5 Day 1 Laborer 0.5 Day Spl-i Construction Safety And Health Quantity : 1.00 L.s. Materials Safety Helmet 25.00 Pcs. Hand Gloves 25.00 Pcs. Safety Shoes 25.00 Pcs. Miscellaneous Items 1.00 Lot (medicine, Medicine Cabinet, Water, First-aid Kit) B.9 Mobilization / Demobilization Quantity: 1.00 L.s. Equipments Low Bed Trailer (1% Of Civil Works) 1 L.s. 100 Clearing And Grubbing Quantity: 1.00 L.s Equipments 1 Payloader 4.00 Hr 1 Dump Truck 4.00 Hr 1 Bulldozer 4.00 Hr 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 (5% Of Labor Cost) Labor 1 Construction Foreman 1.00 Days 1 Skilled Laborer 1.00 Days 2 Laborer 1.00 Days 104(2)a Embankment From Borrow Quantity: 468.00 L.s Materials Common Borrow (w/ 25% Shrinkage Factor) 585.00 Cu.m Equipments 1 Road Grader 11.00 Hr 1 Road Roller 11.00 Hr 1 Water Truck 4.00 Hr Labor 1 Construction Foreman 3.00 Days 2 Laborer 3.00 Days 105 Subgrade Preparation Quantity: 3,686.00 Sq.m. Equipments 1 Road Grader 14.00 Hr 1 Road Roller 14.00 Hr 1 Water Truck (16,000 Lit.) 4.00 Hr Labor 1 Construction Foreman 2.00 Days 3 Laborer 2.00 Days 200 Aggregate Subbase Course Quantity: 151.00 Cu.m. Materials Aggregate Subbase Course (15% Shrinkage Factor) 174.00 Cu.m. Equipments 1 Road Grader 4.00 Hr 1 Road Roller 4.00 Hr 1 Water Truck 4.00 Hr Labor 1 Construction Foreman 1.00 Days 2 Laborer 1.00 Days 201 Aggregate Base Course Quantity: 685.00 Cu.m. Materials Aggregate Base Coarse (15% Shrinkage Factor) 788.00 Cu.m. Equipments 1 Road Grader 14.00 Hr 1 Road Roller 14.00 Hr 1 Water Truck 4.00 Hr Labor 1 Construction Foreman 2.00 Days 2 Laborer 2.00 Days 206 Polymer-based Chemical Soil Additive Quantity: 260.80 Lit Materials Polymer (rt20 Dynamic Liquid Soil Stabilizer) 274.00 Lit Equipments 1 Water Truck 8.00 Hr Labor 1 Construction Foreman 5.00 Days 2 Laborer 5.00 Days 311(1)b1 Portland Cement Concrete Pavement (unreinforced) - 0.20 M Thick, 14 Days Quantity : 2,514.00 Sq.m Materials: Reinforcing Steel Bar (grade 40) 981.00 Kg. Curing Compound 730.00 Lit. Asphalt Sealant 301.68 Lit. Steel Forms, 200mm Width 1,157.00 M Ready Mix Concrete 3500psi @14 Days 502.80 Cu.m. Concrete Saw (diamond Blade 14") 1.00 Pc Pipe Sleeve, 1"1/2 Dia. 22.00 M Grease/tar 14.00 Lit. Labor 1 Construction Foreman 11.00 Days 4 Skilled Worker 11.00 Days 12 Laborer 11.00 Days Equipments 2 Concrete Vibrator 36.00 Hr 1 Concrete Screeder (5.5 Hp) 36.00 Hr 1 Concrete Saw, Blade Ø 14" (7.5 Hp) 36.00 Hr 1 Bar Cutter, Single Phase, 25 Mm. 8.00 Hr 1 Joint Sealer Machine 8.00 Hr Minor Tools (5% Of Labor Cost) 500(1)a1 Pipe Culverts (610 Mm Dia., Class Ii, Rcpc) Quantity: 6.00 L.m Materials Portland Cement 11.00 Bag Sand 2.00 Cu.m R.c. Pipes (610 Mm Dia.) 6.00 Pc Sand Bedding 2.00 Cu.m. Consumables Equipments 1 Backhoe 3.00 Hr 1 Plate Compactor 3.00 Hr Minor Tools ( 10% Of Labor Cost) Labor 1 Construction Foreman 1.00 Days 2 Skilled Worker 1.00 Days 4 Laborer 1.00 Days 505(2) Grouted Riprap Quantity: 184.00 Cu.m. Materials Cement 552.00 Bag Sand 46.00 Cu.m Weep Holes 55.00 L.m Filter Cloth 3.00 Sq.m Boulders 193.00 Cu.m. Miscellaneous (1% Of Materials) Equipments 1 One Bagger Mixer 148.00 Hr 1 Water Truck 8.00 Hr Minor Tools ( 10% Of Labor Cost) Labor 1 Construction Foreman 19.00 Days 2 Skilled Worker 19.00 Days 8 Laborer 19.00 Days