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) 101(3)a.1 Removal Existing Concrete And Asphalt Pavement (0.23m Thk) Quantity 1,200.00 M2 Dpwh Standard Output Per Day (opd)= 20.00 M2 1200.00 M2 Removal Existing Concrete And Asphalt Pavement (0.23m Thk) Direct Cost: A. Materials: B. Manpower: Number Of Days 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 177.60 M³ Dpwh Standard Output Per Hour (oph)= 50.00 M³ 177.60 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, 230mm Thk Quantity 1,464.00 M2 Dpwh Standard Output Per Hour (oph)= 107.33 M2 1464.00 M2 Pcc Pavement (plain) -conventional Method, 230mm Thk Direct Cost: A. Materials: 0.43 Kg Reinforcing Steel Bar 0.29 L Curing Compound 0.12 L Asphalt Sealant 0.46 M Steel Form (rentals) 0.13 M³ Sand 0.23 M³ Gravel 2.19 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 1.00 One Bagger Mixer 1.00 2.00 Concrete Vibrator 0.13 1.00 Water Truck/pump (16000l) 1.00 1.00 Concrete Saw (7.5 Hp) , 14" Blade Ø 0.00 - Minor Tools (5% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 601(b) Sidewalk (100mm) Quantity 312.00 M2 Dpwh Standard Output Per Hour (oph)= 10 M2 312.00 M2 Sidewalk (100mm) Direct Cost: A. Materials: 0.29 L Curing Compound 0.12 L Asphalt Sealant 0.46 M Steel Form (rentals) 0.55 M³ Sand 0.10 M³ Gravel 0.95 Bag Cement 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 1.00 One Bagger Mixer 1.00 2.00 Concrete Vibrator 0.13 1.00 Water Truck/pump (16000l) 1.00 1.00 Concrete Saw (7.5 Hp) , 14" Blade Ø Minor Tools (5% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 606(2)a Pavement Markings (reflectorized Traffic Paint-white) Quantity 72.00 M2 Dpwh Standard Output Per Hour (oph)= 10 M2 72.00 M2 Pavement Markings (reflectorized Traffic Paint-white) Direct Cost: A. Materials: 1.00 L Reflectorized Traffic Paint (white) Minor Tools (5% Of Labor Cost) 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 0.05 1.00 Cargo Truck (2-5 Mt) Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 504(5) Cleaning/reconditioning Drainage Structures Quantity 1.00 L.s Dpwh Standard Output Per Hour (oph)= 1 L.s 1.00 L.s Cleaning/reconditioning Drainage Structures Direct Cost: A. Materials: B. Manpower: Number Of Hours 80.00 1.00 A. Construction Foreman 80.00 8.00 B. Unskilled Labor C. Equipment And Water: Number Of Hours 20.00 1.00 A. Cargo Truck (9 - 10 Mt) 40.00 1.00 B. Bamboo With Bucket - 4 Uses 0.00 0.00 Minor Tools (10% 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 (drainage Cover And Wall Repair) Quantity 890.00 Kg Dpwh Standard Output Per Hour (oph)= 180 Kg 890.00 Kg Reinforcing Steel Bar, Grade 40 (drainage Cover And Wall Repair) Direct Cost: A. Materials: 0.02 Kg A. Tie Wire (2% Of Rsb) 1.05 Kg A. Reinforcing Steel Bar , Grade 40 (w/ 5% Wastage) B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 2.00 B. Skilled Labor 1.00 8.00 C. Unskilled Labor 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 Cover And Wall Repair) Quantity 10.00 M3 Dpwh Standard Output Per Hour (oph)= 1.4 M3 10.00 M3 Structural Concrete Class A (drainage Cover And Wall Repair) 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)