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 Project Billboard/signboard 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 Occupational Safety And Health Program 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 1.00 10.00 A. Safety Practitioner/officer (part Time) 1.00 30.00 B. First Aider C. Equipment And Water: Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 101(1)d Removal Of Concrete Irrigation Structures Quantity 48.40 M3 Dpwh Standard Output Per Day (opd)= 2.00 M3 48.40 M3 Removal Of Concrete Irrigation Structures Direct Cost: A. Materials: 0.10 Set Oxy/acetylene B. Manpower: Number Of Hours 1.00 1.00 A.construction Foreman 1.00 1.00 B. Skilled Labor 2.00 1.00 C. Unskilled Labor C. Equipment And Water: 1.00 0.5 A. Backhoe (0.80 M3) Sle 130 Lc-2, 99hp 1.00 0.25 B. Backhoe W/ Breaker (0.80 M3) Sle 130 Lc-2, 99hp 1.00 0.5 C. Dump Truck (12 Yd3) 1.00 1 D. Cutting Outfit Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 103(1)a Structure Excavation (common Soil) Quantity 518.55 M3 Dpwh Standard Output Per Day (opd)= 20.00 M3 518.55 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 C. Equipment And Water: 1.00 2.00 A. Dump Truck (12 Yd3) 1.00 1.00 B. Backhoe (0.80 M3) Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 101(3)c Removal Of Sidewalk (100 Mm Thk) Quantity 150.00 M2 Dpwh Standard Output Per Day (opd)= 75.00 M2 150.00 M2 Removal Of Sidewalk (100 Mm Thk) Direct Cost: A. Materials: B. Manpower: Number Of Hours 1.00 1.00 A.construction Foreman 1.00 2.00 B. Unskilled Labor C. Equipment And Water: 1.00 1.00 A. Backhoe W/ Breaker (0.80 M3) Sle 130 Lc-2, 99hp 1.00 1.00 B. Payloader (1.50 M3), Lx80-2c 1.00 0.50 C. Dump Truck (12 Yd3) 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 17,397.72 Kg Dpwh Standard Output Per Day (opd)= 180.00 Kg 17397.72 Kg Reinforcing Steel Bar, Grade 40 (minor Structures) 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 A. Construction Foreman 1.00 2 B. Skilled Labor 1.00 8 C. Unskilled Labor C. Equipment And Water: 1.00 0.5 A. Bar Cutter 1.00 0.5 B. Bar Bender 1.00 0.15 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 (minor Structures Including Concrete Covers And Repair Of Sidewalk) Quantity 217.20 M3 Dpwh Standard Output Per Day (opd)= 1.40 M3 217.20 M3 Structural Concrete Class A (minor Structures Including Concrete Covers And Repair Of 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 4.00 1.00 B. Skilled Labor 8.00 1.00 C. Unskilled Labor Installation /removal Of Formworks 4.00 1.00 A. Skilled Laborer 8.00 1.00 B. Unskilled Laborer C. Equipment And Water: 1.00 1.00 A. One Bagger Mixer (4-6) 1.00 1.00 B.concrete Vibrator 1.00 0.10 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)