Municipality Of Argao, Cebu Tender

Description The Bids & Awards Committee (bac) Of Municipality Of Argao, Cebu, Invites All Interested Suppliers/manufacturers/distributors/contractors/consultants To Apply For Eligibility And To Submit Bids For The Following: B.9 Mobilization /demobilization Quantity 1.00 L.s. Dpwh Standard Output Per Hour (oph)= 1.00 L.s. 1.00 L.s. Mobilization /demobilization Direct Cost: A. Materials: B. Manpower: C. Equipment And Water: Number Of Hours 1.00 8.00 Low Bed Trailer Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) B.5 Project Billboard/signboard Quantity 1.00 Each Dpwh Standard Output Per Day (opd)= 2.00 Each 1.00 Each B.5 Direct Cost: A. Materials: 32.00 Sq. Ft. A. Tarpaulin (4' X 8') 37.00 Bdft B. Lumber Coco 1.00 Kg C. Common Nails Assorted 1.00 Pc D. Plywood Marine (3/16" X 4' X 8') B. Manpower: Number Of Days 1.00 1.00 A. Construction Foreman 1.00 1.00 B. Skilled Laborer C. Equipment And Water: Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) B.7(2) Occupational Safety And Health Program Quantity 1.00 Ls Dpwh Standard Output Per Day (opd)= 1.00 Ls 1.00 Ls B.7(2) Direct Cost: A. Materials: 3890.48 Man-days A. Safety Helmet 3265.00 Man-days B. Safety Shoes 3308.00 Man-days C. Safety Vest 3268.00 Man-days D. Working Gloves 28.00 Man-days F. Eye Goggles B. Manpower: Number Of Days 3.00 1.00 A. Safety Practitioner/officer (part Time) 15.00 1.00 B. First Aider C. Equipment And Water: Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 103(1)a Structure Excavation (common Soil) Quantity 264.00 M3 Dpwh Standard Output Per Day (opd)= 20.00 M3 264.00 M3 Structure Excavation (common Soil) Direct Cost: A. Materials: B. Manpower: Number Of Hours 1.00 1.00 A.construction Foreman 1.00 3.00 B. Unskilled Labor Number Of Hours 1.00 2.00 A. Dump Truck (12 Yd3) 1.00 1.00 B. Backhoe (0.80 M3) C. Equipment And Water: Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 101(3)a.1 Removal Existing Concrete A (0.15m Thk) Quantity 220.00 M2 Dpwh Standard Output Per Day (opd)= 20.00 M2 220.00 M2 Removal Existing Concrete A (0.15m Thk) Direct Cost: A. Materials: B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 2.00 C. Unskilled Laborer Number Of Hours 1.00 1.00 Backhoe (0.80m3) 1.00 1.00 Payloader (1.50m3), Lx80-2c 0.50 1.00 Dump Truck (12yd3) C. Equipment And Water: Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 201.00 Aggregate Base Course Quantity 25.20 M³ Dpwh Standard Output Per Hour (oph)= 50.00 M³ 25.20 M³ Aggregate Base Course Direct Cost: A. Materials: B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 2.00 B. Unskilled Laborer C. Equipment And Water: Number Of Hours 1.00 1.00 Motorized Road Grader (140hp) G170a 1.00 1.00 Vibrator Roller (10 Mt) Sd 100dc 0.25 1.00 Water Truck/pump (16000l) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 311(1) A1 Pcc Pavement (plain) -conventional Method, 200mm Thk Quantity 220.00 M2 Dpwh Standard Output Per Hour (oph)= 107.33 M2 220.00 M2 Pcc Pavement (plain) -conventional Method, 200mm Thk Direct Cost: A. Materials: 0.39 Kg Reinforcing Steel Bar 0.29 L Curing Compound 0.12 L Asphalt Sealant 0.46 M Steel Form (rentals) 0.11 M³ Sand 0.20 M³ Gravel 1.90 Bag Cement 0.00 Pc Concrete Saw (diamond Blade 14" Ø) 0.01 M Pipe Sleeve, 1" Ø 0.01 L Grease/tar B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 4.00 B. Skilled Laborer 1.00 12.00 C. Unskilled Laborer C. Equipment And Water: Number Of Hours 1.00 4.00 Transit Mixer (5 M3) 1.00 2.00 Concrete Vibrator 1.00 1.00 Concrete Batch Plant 1.00 1.00 Payloader (1.5m3) 1.00 1.00 Concrete Screeder (5 Hp) 1.00 1.00 Water Truck/pump (16000l) 1.00 1.00 Concrete Saw (7.5 Hp) , 14" Blade Ø 0.10 1.00 Bar Cutter, Single Phase Minor Tools (5% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 404.00 Reinforcing Steel Bar, Grade 40 (minor Structures) Quantity 7,235.96 Kg Dpwh Standard Output Per Hour (oph)= 180 Kg 7235.96 Kg Reinforcing Steel Bar, Grade 40 (minor Structures) Direct Cost: A. Materials: 0.02 Kg Tie Wire (2% Of Rsb) 1.05 Kg Reinforcing Steel Bar , Grade 40 (w/ 5% Wastage) B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 1.00 B. Skilled Laborer 1.00 2.00 C. Unskilled Laborer C. Equipment And Water: Number Of Hours 0.50 1.00 A. Bar Cutter 0.50 1.00 B. Bar Bender 0.15 1.00 C. Cargo Truck (9-10 Mt) Minor Tools (5% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 405.00 Structural Concrete Class A (drainage Flooring, Wall And Sidewalk) Quantity 55.20 M3 Dpwh Standard Output Per Hour (oph)= 1.4 M3 55.20 M3 Structural Concrete Class A (drainage Flooring, Wall And Sidewalk) Direct Cost: A. Materials: 70.00 Bd-ft A. Lumber, Good - 4 Uses 1.60 Pc B. Marine Plywood (1/2" X 4’ X 8') - 4 Uses 0.70 Kg C. Assorted Cwn (1kg/100 Bd-ft Of Lumber) 9.50 Bag D. Cement 0.50 M3 E. Sand 1.00 M3 F. Gravel B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 4.00 B. Skilled Labor 1.00 8.00 C. Unskilled Labor Installation /removal Of Formworks 1.00 4.00 A. Skilled Laborer 1.00 8.00 B. Unskilled Laborer C. Equipment And Water: Number Of Hours 1.00 1.00 A. One Bagger Mixer (4-6) 1.00 1.00 B.concrete Vibrator 0.10 1.00 C. Water Truck/pump (16000 L) Minor Tools (5% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax)