Municipality Of Argao, Cebu Tender

Description The Bids & Awards Committee (bac) Of Barangay Tulang, 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. 1.0 L.s. Mobilization/demobilization Direct Cost: A.materials: B. Manpower: C. Equipment & Water: Number Of Hours 1.0 Lot Mobilization/demobilization Indirect Cost Contractor’s Profit 0.10 Overhead, Contingencies And Miscellaneous (ocm) Expenses 0.15 Tax (vat/withholding Tax)0.05 B.5 Project Billboard/signboard Quantity 1.00 Each Dpwh Standard Output Per Day (opd)= 2.00 Each 1.0 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 0.10 Overhead, Contingencies And Miscellaneous (ocm) Expenses 0.15 Tax (vat/withholding Tax) 0.05 B.7 (2) Occupational Safety And Health Program Quantity 1.00 L.s. Dpwh Standard Output Per Day (opd)= 1.00 L.s. 1.0 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 Googles B. Manpower: Number Of Days 1.00 1.00 A. Safety Practitioner/officer (part Time) 1.00 1.00 B. First Aider C. Equipment And Water: Indirect Cost: Contractor’s Profit 0.10 Overhead, Contingencies And Miscellaneous (ocm) Expenses 0.15 Tax (vat/withholding Tax) 0.05 500 (1) C Pipe Culvert, 910mm Dia. (36” Dia) Quantity 7.00 L.m Dpwh Standard Output Per Day (opd)=107.33 L.m 7.00 L.m Pipe Culvert, 910mm Dia. (36” Dia) Direct Cost: A. Materials: 1.08 Kg Portland Cement 0.06 L Sand 1.00 L R.c. Pipes (910 Mm Dia.) 0.13 M Sand Bedding/selected Sandy Soil B. Manpower: Number Of Days 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: 4.00 1.00 Backhoe (0.80 Cu.m.) 4.00 1.00 Plate Compactor (5hp) Indirect Cost: Contractor’s Profit 0.10 Overhead, Contingencies And Miscellaneous (ocm) Expenses 0.15 Tax (vat/withholding Tax) 0.05 201.00 Aggregate Base Course Quantity 8.50 Mᵌ Dpwh Standard Output Per Hour (oph) = 50.00 Mᵌ 8.50 Mᵌ Aggregate Base Course Direct Cost: A. Materials: 1.15 Mᵌ Aggregate Base Course (w/ 15% Shrinkage) 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 0.10 Overhead, Contingencies And Miscellaneous (ocm) Expenses 0.15 Tax (vat/withholding Tax) 0.05 311(1) G1 Pcc Pavement (plain) – Conventional Method, 150mm Thk Quantity 170.00 M2 Dpwh Standard Output Per Hour (oph) = 107.33 M2 170.00 M2 Pcc Pavement (plain) – Conventional Method, 150mm Thk Direct Cost: A. Materials: 0.33 Kg Reinforcing Steel Bar 0.29 L Curing Compound 0.12 L Asphalt Sealant 0.46 M Steel Form (rentals) 0.08 Mᵌ Sand 0.15 Mᵌ Gravel 1.43 Bag Cement 0.00 Pc Concrete Saw (diamond Blade 14” Ø) 0.01 M Pipe Sleeve, 1”ø 0.00 L Grease/tar B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 3.00 B. Skilled Laborer 1.00 7.00 C. Unskilled Laborer C. Number Of Hours 1.00 4.00 One Bagger Mixer 1.00 1.00 Concrete Vibrator 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 0.10 Overhead, Contingencies And Miscellaneous (ocm) Expenses 0.15 Tax (vat/withholding Tax) 0.05