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 L.s. 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 Equipment 1 Payloader 16.00 Hour 2 Dump Truck 16.00 Hour 1 Bulldozer 16.00 Hour Labor 1 Construction Foreman 2.00 Days 2 Laborer 2.00 Days 100(3)a1 Individual Removal Of Trees (150 - 300mm Dia., Small) Quantity: 22.00 Each Materials Rope, 1" Ø - 5 Uses 88.00 M Equipments 1 Backhoe (0.80 Cu.m.) 6.00 Hr 1 Dump Truck (12 Yd3) 4.00 Hr 1 Chain Saw 4.00 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 103 Structure Excavation Quantity: 187.00 Cu.m Equipments Bulldozer (d6h Series Ii Psds/dd) 6.00 Hr Payloader (1.50 Cu.m.) 6.00 Hr Dump Truck (10 Cu.m.) 6.00 Hr Minor Tools (10% Of Labor Cost) Labor 1 Construction Foreman 2.00 Days 2 Laborer 2.00 Days 104 Embankment From Borrow Quantity : 1,543.00 Cu.m Materials Common Borrow (w/ 25% Shrinkage Factor) 1,929.00 Cu.m Equipments 1 Road Grader 34 Hr 1 Road Roller 34 Hr 1 Water Truck 11 Hr Labor 1 Construction Foreman 5.00 Days 2 Laborer 5.00 Days 105 Subgrade Preparation Quantity : 7,525.00 Sq.m. Equipment 1 Road Grader 27.00 Hour 1 Road Roller 27.00 Hour 1 Water Truck 10.00 Hour Labor 1 Construction Foreman 4.00 Days 3 Laborer 4.00 Days 201 Aggregate Base Coarse Quantity : 1,371.00 Cu.m. Materials: Cu.m. Aggregate Base Coarse (15% Shrinkage Factor) 1,577.00 Equipment: 1 Road Grader 33.00 Hour 1 Road Roller 33.00 Hour 1 Water Truck 12.00 Hour Labor: 1 Construction Foreman 6.00 Days 2 Laborer 6.00 Days 206 Polymer-based Chemical Soil Additive Quantity: 583.00 Lit Materials Polymer (rt20 Dynamic Liquid Soil Stabilizer) 613.00 Lit Equipments 1 Water Truck 17.00 Hr Labor 1 Construction Foreman 10.00 Days 2 Laborer 10.00 Days 311 Portland Cement Concrete Pavement (unreinforced) - 0.20 M Thick, 14 Days Quantity : 5,375.00 Sq.m Materials: Reinforcing Steel Bar (grade 40) 2,097.00 Kg. Curing Compound 1,559.00 Lit. Asphalt Sealant 645.00 Lit. Steel Forms, 200mm Width 2,473.00 M Ready Mix Concrete 3500psi @14 Days 1,075.00 Cu.m. Concrete Saw (diamond Blade 14") 1.00 Pc Pipe Sleeve, 1"1/2 Dia. 46.00 M Grease/tar 30.00 Lit. Labor 1 Construction Foreman 20.00 Days 4 Skilled Worker 20.00 Days 12 Laborer 20.00 Days Equipments 2 Concrete Vibrator 75.00 Hr 1 Concrete Screeder (5.5 Hp) 75.00 Hr 1 Concrete Saw, Blade Ø 14" (7.5 Hp) 75.00 Hr 1 Bar Cutter, Single Phase, 25 Mm. 15.00 Hr 1 Joint Sealer Machine 15.00 Hr Minor Tools (10% Of Labor Cost) 404(1)a Reinforcing Steel Quantity: 3,266.00 Kg Materials Reinforcing Steel Bar, Grade 40 (with 5% Wastage) 3,429.00 Kg Tie Wire (2% Of Rsb) 69.00 Kg Equipments 1 Bar Cutter 10.00 Hr 1 Bar Bender 10.00 Hr Minor Tools ( 10% Of Labor Cost) Labor 1 Construction Foreman 3.00 Days 2 Skilled Worker 3.00 Days 8 Laborer 3.00 Days 405(1)a3 Structural Concrete, Class A Quantity: 15.00 Cu.m Materials Cement 143.00 Bag Sand 8.00 Cu.m. Gravel 15.00 Cu.m. Good Lumber - 4 Uses 1,050.00 Bd.ft. Marine Plywood (1/2" X 4' X 8') - 4 Uses 24.00 Pc Assorted Cwn 11.00 Kg Equipments 1 One Bagger Mixer 11.00 Hr 1 Concrete Vibrator 11.00 Hr 1 Water Pump/truck 2.00 Hr Minor Tools ( 10% Of Labor Cost) Labor 1 Construction Foreman 3.00 Days 4 Skilled Worker 3.00 Days 8 Laborer 3.00 Days Installation/removal Of Formworks 4 Skilled Worker 3.00 Days 8 Laborer 3.00 Days 500(1)a5 Pipe Culverts (1220 Mm Dia., Class Ii, Rcpc) Quantity: 49.00 L.m Materials Portland Cement 69.00 Bag Sand 4.00 Cu.m R.c. Pipes (1220 Mm Dia.) 49.00 Pc Sand Bedding 18.00 Cu.m. Equipments 1 Backhoe 23.00 Hr 1 Plate Compactor 23.00 Hr Minor Tools ( 10% Of Labor Cost) Labor 1 Construction Foreman 5.00 Days 2 Skilled Worker 5.00 Days 4 Laborer 5.00 Days 505(2) Grouted Riprap (class A) Quantity: 1,723.95 Cu.m. Materials Cement 5,172.00 Bag Sand 431.00 Cu.m Weep Holes 517.00 L.m Filter Cloth 26.00 Sq.m Boulders 1,810.00 Cu.m. Miscellaneous (1% Of Materials) Equipments 3 One Bagger Mixer 407.00 Hr 1 Water Truck 69.00 Hr Minor Tools ( 10% Of Labor Cost) Labor 1 Construction Foreman 53.00 Days 12 Skilled Worker 53.00 Days 18 Laborer 53.00 Days 600 Concrete Gutter (cast In Place) - 0.50 M X 0.15 M Quantity: 1,075.00 M Materials Cement 774.00 Bag Sand 43.00 Cu.m Gravel 86.00 Cu.m. Good Lumber - 4 Uses 3,526.00 Bd.ft. Assorted Cwn 32.00 Kg Reinforcing Steel Bar 903.00 Kg Equipments 1 Concrete Vibrator 63.00 Hr 1 One Bagger Mixer 63.00 Hr 1 Water Truck 4.00 Hr Minor Tools ( 10% Of Labor Cost) Labor 1 Construction Foreman 8.00 Days 4 Skilled Worker 8.00 Days 8 Laborer 8.00 Days