Plywood Tenders

Details: 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) 102(2)b Roadway Excavation (surplus Common) Quantity 20.80 M3 Dpwh Standard Output Per Day (opd)= 80.00 M3 20.80 M3 Roadway Excavation (surplus Common) Direct Cost: A. Materials: B. Manpower: Number Of Hours 1.00 1.00 A. Bulldozer, D6h Series Ii Psds/dd 1.00 1.00 B. Payloader (1.50 M3) 0.30 1.00 C. Payloader (1.50 M3) At Disposal Site 1.00 3.00 D. Dump Truck (12 Yd2) 1.00 1.00 E. Backhoe (0.80 M3) Number Of Hours 1.00 1.00 Construction Foreman 1.00 2.00 Skilled Laborer 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 16.64 M³ Dpwh Standard Output Per Hour (oph)= 50.00 M³ 16.64 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, 150mm Thk Quantity 416.00 M2 Dpwh Standard Output Per Hour (oph)= 107.33 M2 416.00 M2 Pcc Pavement (plain) -conventional Method, 150mm 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)

Details: 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 6.00 1.00 A. Backhoe (0.80 Mᶾ) 6.00 1.00 B. Dumptruck (12 Ydᶾ) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) B.5 Project Billboard/signboard Quantity 1.00 L.s. Dpwh Standard Output Per Day (opd)= 1.00 L.s. 1.00 L.s. Project Billboard/signboard Direct Cost: A. Materials: 64.00 Sq.ft. A. Tarpaulin (4' X 8') 37.00 Bd.ft. B. Lumber Coco 1.00 Kg C. Common Nails Assorted 2.00 Sheets D. Plywood Marine (1/4" X 4' X 8') B. Manpower: Number Of Days 4.00 1.00 A. Construction Foreman 4.00 1.00 B. Skilled Laborer 4.00 2.00 C. Unskilled Laborer C. Equipment And Water: Minor Tools (10% Of Labor Cost) 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 L.s. Dpwh Standard Output Per Day (opd)= 1.00 L.s. 1.00 L.s. B.7(2) Direct Cost: A. Materials: 2769.00 Man-days A. Safety Helmet 2769.00 Man-days B. Safety Shoes 2769.00 Man-days C. Working Gloves 1.00 Set D. First Aid Kit B. Manpower: Number Of Days 14.00 1.00 A. Safety Practitioner/officer (part Time) C. Equipment And Water: Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) B.3 Permits And Clearances Quantity 1.00 L.s. Dpwh Standard Output Per Day (opd)= 1.00 L.s. 1.00 L.s. Permits And Clearances Direct Cost: A. Materials: 1.00 L.s. Permits And Other Clearances B. Manpower: - Building Permit Processing Fees C. Equipment And Water: Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 803(1)a Structure Excavation (common Soil) Quantity 43.41 M3 Dpwh Standard Output Per Hour (oph)= 20.00 M3 43.41 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 Laborer C. Equipment And Water: Number Of Hours 1.00 1.00 A. Backhoe (0.80 Mᶾ) 1.00 2.00 B. Dumptruck (12 Ydᶾ) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 804(1)a Embankment From Structure Excavation Quantity 39.57 M3 Dpwh Standard Output Per Hour (oph)= 9.84 M3 39.57 M3 Embankment From Structure Excavation Direct Cost: A. Materials: B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 3.00 B. Unskilled Laborer C. Equipment And Water: Number Of Hours 0.75 1.00 A. Plate Compactor (5 Hp) 0.75 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) 804(4) Gravel Bedding Quantity 3.81 M3 Dpwh Standard Output Per Day (opd)= 1.20 M3 3.81 M3 Gravel Bedding Direct Cost: A. Materials: 1.05 M3 A. Gravel Bedding (g1)(w/5% Shrinkage Factor) B. Manpower: Number Of Days 1.00 1.00 A. Construction Foreman 1.00 3.00 B. Unskilled Laborer C. Equipment And Water: 1.05 M3 A. Plate Compactor (5 Hp) Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 900(1)c2 "structural Concrete (footing, Slab On Fill)" Quantity 15.03 M3 Dpwh Standard Output Per Day (opd)= 0.270 M3 15.03 M3 " Structural Concrete (footing, Slab On Fill)" Direct Cost: A. Materials: 1.00 M3 A. Gravel 0.50 M3 B. Sand 9.10 Bags C. Portland Cement B. Manpower: Number Of Days 1.00 1.00 A. Construction Foreman 1.00 1.00 B. Skilled Laborer 1.00 4.00 C. Unskilled Laborer C. Equipment And Water: 1.00 1.00 A. One Bagger Mixer Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 900(1)c3 "structural Concrete (footing Tie Beam, Wall Footing)" Quantity 2.56 M3 Dpwh Standard Output Per Day (opd)= 0.270 M3 2.56 M3 " Structural Concrete (footing Tie Beam, Wall Footing)" Direct Cost: A. Materials: 1.00 M3 A. Gravel 0.50 M3 B. Sand 9.10 Bags C. Portland Cement B. Manpower: Number Of Days 1.00 1.00 A. Construction Foreman 1.00 1.00 B. Skilled Laborer 1.00 4.00 C. Unskilled Laborer C. Equipment And Water: 1.00 1.00 A. One Bagger Mixer Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 900(1)c4 "structural Concrete (columns)" Quantity 5.42 M3 Dpwh Standard Output Per Day (opd)= 0.270 M3 5.42 M3 " Structural Concrete (columns)" Direct Cost: A. Materials: 1.00 M3 A. Gravel 0.50 M3 B. Sand 9.10 Bags C. Portland Cement B. Manpower: Number Of Days 1.00 1.00 A. Construction Foreman 1.00 1.00 B. Skilled Laborer 1.00 4.00 C. Unskilled Laborer C. Equipment And Water: 1.00 1.00 A. One Bagger Mixer Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 900(1)c5 "structural Concrete (roof Beams, Lintel Beams, Cantilever Beams)" Quantity 3.90 M3 Dpwh Standard Output Per Day (opd)= 0.270 M3 3.90 M3 " Structural Concrete (roof Beams, Lintel Beams, Cantilever Beams)" Direct Cost: A. Materials: 1.00 M3 A. Gravel 0.50 M3 B. Sand 9.10 Bags C. Portland Cement B. Manpower: Number Of Days 1.00 1.00 A. Construction Foreman 1.00 1.00 B. Skilled Laborer 1.00 4.00 C. Unskilled Laborer C. Equipment And Water: 1.00 1.00 A. One Bagger Mixer Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 900(1)c6 "structural Concrete (suspended Slab)" Quantity 2.09 M3 Dpwh Standard Output Per Day (opd)= 0.270 M3 2.09 M3 " Structural Concrete (suspended Slab)" Direct Cost: A. Materials: 1.00 M3 A. Gravel 0.50 M3 B. Sand 9.10 Bags C. Portland Cement B. Manpower: Number Of Days 1.00 1.00 A. Construction Foreman 1.00 1.00 B. Skilled Laborer 1.00 4.00 C. Unskilled Laborer C. Equipment And Water: 1.00 1.00 A. One Bagger Mixer Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 902(1) "reinforcing Steel Of Reinforced Concrete Structures, Grade-40" Quantity 3,947.39 Kg Dpwh Standard Output Per Day (opd)= 143.44 Kg 3947.39 Kg " Reinforcing Steel Of Reinforced Concrete Structures, Grade-40" Direct Cost: A. Materials: 1.00 Kg A. Deformed Reinforcing Steel - G40 0.02 Kg B. #16galvanized Iron Wire C. Consumables (5% Of Materials Cost) B. Manpower: Number Of Days 1.00 1.00 A. Construction Foreman 1.00 3.00 B. Skilled Laborer 1.00 12.00 C. Unskilled Laborer C. Equipment And Water: 0.50 1.00 A. Bar Cutter 0.50 1.00 B. Bar Bender Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 903 (2) Formworks And Falseworks Quantity 56.65 M2 Dpwh Standard Output Per Day (opd)= 3.24 M2 56.65 M2 Formworks And Falseworks Direct Cost: A. Materials: 0.35 Pcs A. Ordinary Plywood - 3 Uses 7.19 Bd Ft B. Good Lumber - 3 Use 0.21 Kg C. Assorted Common Wire Nail D. Consumables (5% Of Materials Cost) B. Manpower: Number Of Days 1.00 1.00 A. Construction Foreman 1.00 2.00 B. Skilled Laborer 1.00 4.00 C. Unskilled Laborer Removal 0.41 1.00 A. Construction Foreman 0.41 6.00 B. Unskilled Laborer C. Equipment And Water: Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1046.00 100 Mm Chb Non Load Bearinglload Bearing (including Reinforcing Steel) Quantity 188.21 M2 Dpwh Standard Output Per Day (opd)= 3.825 M2 188.21 M2 100 Mm Chb Non Load Bearinglload Bearing (including Reinforcing Steel) Direct Cost: A. Materials: 13.00 Pc A. 100 Mm Thk Chb (non-load Bearing) 0.53 Bag B. Cement 0.04 Cu.m C.sand 3.24 Kg D. Reinforcing Steel 0.05 Kg E. #16 Tie Wire B. Manpower: Number Of Days 1.00 1.00 A. Construction Foreman 1.00 2.00 B. Skilled Laborer 1.00 3.00 C. Unskilled Laborer C. Equipment And Water: 1.00 1.00 A. One-bagger Mixer Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1016(1)a Waterproofing Cement Base Quantity 12.54 M2 Dpwh Standard Output Per Day (opd)= 1.875 M2 12.54 M2 Waterproofing Cement Base Direct Cost: A. Materials: 1.05 M2 A. Cement-based Waterproofing B. Manpower: Number Of Days 1.00 1.00 A. Construction Foreman 1.00 1.00 B. Skilled Laborer 1.00 1.00 C. Unskilled Laborer C. Equipment And Water: Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1047 (2)b Structural Steel Roof Truss Quantity 507.84 Kg Dpwh Standard Output Per Day (opd)= 85.00 Kg 507.84 Kg Structural Steel Roof Truss Direct Cost: A. Materials: 1.00 Kg A. Structural Steel (channel Bar A36) 0.01 Kg B. Acetylene 0.02 Kg C. Oxygen 0.02 Kg D. Welding Rod E. Consumables (5% Of Materials Cost) B. Manpower: Number Of Days Fabrication 1.00 1.00 A. Construction Foreman 1.00 2.00 B. Skilled Laborer 1.00 2.00 C. Unskilled Laborer Erection 0.49 3.00 A. Skilled Laborer 0.49 3.00 B. Unskilled Laborer C. Equipment And Water: 0.75 1.00 A. Welding Machine 0.25 1.00 B. Cutting Outfit 0.49 1.00 C. Truck Mounted Crane (20-25 Mt) Minor Tools (10 % Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1047 (2)c Structural Steel Purtins Quantity 200.46 Kg Dpwh Standard Output Per Day (opd)= 90.45 Kg 200.46 Kg Structural Steel Purtins Direct Cost: A. Materials: 1.05 Kg A. Structural Steel Framing Including Cross 0.02 Kg B. Acetylene C. Consumables (5% Of Materials Cost) B. Manpower: Number Of Days 1.00 1.00 A. Construction Foreman 1.00 2.00 B. Skilled Laborer 1.00 4.00 C. Unskilled Laborer C. Equipment And Water: 1.00 2.00 A. Welding Machine Minor Tools (10 % Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1014.00 Prepainted Metal Sheets (rib Type, Long Span, 0.427 Mm Thk.) Quantity 48.00 M2 Dpwh Standard Output Per Day (opd)= 2.769 M2 48.00 M2 Prepainted Metal Sheets (rib Type, Long Span, 0.427 Mm Thk.) Direct Cost: A. Materials: 1.00 M A. Prepainted Metal Sheets (rib Type, Long Span, 0.427mm Thk. 10.00 Pc B. Tek Screw C. Consumables (3% Of Materials Cost) 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: Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1013(1) Fabricated Metal Roofing Accessory (flashings) Quantity 54.76 M Dpwh Standard Output Per Day (opd)= 10.00 M 54.76 M Fabricated Metal Roofing Accessory (flashings) Direct Cost: A. Materials: 1.05 M A. Flashings (bended) 19.00 Pc B. Blind Rivets C. Consumables (3% Of Materials Cost) B. Manpower: Number Of Days 1.00 1.00 A. Construction Foreman 1.00 1.00 B. Skilled Laborer 1.00 1.00 C. Unskilled Laborer C. Equipment And Water: Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1013(2)c Fabricated Metal Roofing Accessory (gutter) Quantity 7.76 M Dpwh Standard Output Per Day (opd)= 11.80 M 7.76 M Fabricated Metal Roofing Accessory (gutter) Direct Cost: A. Materials: 1.05 M A. Gutter (0.4 Mm) 3.00 Pc B. 12" X 1" Plain Gi Strap 16.00 Pc C. Blind Rivets C. Consumables (3% Of Materials Cost) B. Manpower: Number Of Days 1.00 1.00 A. Construction Foreman 1.00 1.00 B. Skilled Laborer 1.00 1.00 C. Unskilled Laborer C. Equipment And Water: Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1038(1) "reflective Insulation" Quantity 50.00 M2 Dpwh Standard Output Per Day (opd)= 50.00 M2 50.00 M2 " Reflective Insulation" Direct Cost: A. Materials: 1.00 M2 A. Reflective Insulation B. Consumables (5% Of Materials Cost) 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: Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1100(10) Conduit Works, Boxes And Fittings Quantity 1.00 I.s. Dpwh Standard Output Per Day (opd)= "1.00 I.s." 1.00 I.s. Conduit Works, Boxes And Fittings Direct Cost: A. Materials: 1.00 Length A. 25 Mm Ø X 3.00 M Rsc Pipe 80.00 Length B. 15 Mm Ø X 3.00 Mm Pvc Pipes 10.00 Pcs C. 15mm Ø Pvc Coupling 30.00 Pcs D. 15mm Ø Pvc Elbow 25.00 Pcs E. Utility Box 30.00 Pcs F. Junction Box 1.00 Pcs G. 25mm Ø Entrance Cap H. Consumables (5% Of Materials Cost) B. Manpower: Number Of Days 47.39 1.00 A. Construction Foreman 47.39 1.00 B. Skilled Laborer 47.39 1.00 C. Unskilled Laborer C. Equipment And Water: Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1101(33) Wires And Wiring Devices Quantity 1.00 I.s. Dpwh Standard Output Per Day (opd)= 1.00 I.s. 1.00 I.s. Wires And Wiring Devices Direct Cost: A. Materials: 200.00 M A.3.5 Mm2 Electric Wire Thhn 160.00 M B.5.5 Mm2 Electric Wire Thhn 25.00 M C. 8.00 Mm2 Electric Wire (thhn) 1.00 Set D. Single-gang Switch 4.00 Set E. Two-gang Switch 2.00 Set F. Three-gang Switch 13.00 Set G. Duplex Convenience Outlet H. Consumables (3% Of Materials Cost) B. Manpower: Number Of Days 28.05 1.00 A. Construction Foreman 28.05 1.00 B. Skilled Laborer 28.05 1.00 C. Unskilled Laborer C. Equipment And Water: Minor Tools (10 % Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1102(1) Panel Board With Main Breaker/branches, 3 Wires, 1 Neutral, 50 Amp - 200 Amp Quantity 1.00 Set Dpwh Standard Output Per Day (opd)= 1 Set 1.00 Set Panel Board With Main Breaker/branches, 3 Wires, 1 Neutral, 50 Amp - 200 Amp Direct Cost: A. Materials: 1.00 Set A. Panel Board With Main Breaker And 8 Branches 50 Amp - 200 Amp 1.00 Pcs B. 60 Amp. Plug-in Breaker 2.00 Pcs B. 30 Amp. Plug-in Breaker 2.00 Pcs B. 20 Amp. Plug-in Breaker 2.00 Pcs B. 15 Amp. Plug-in Breaker B. Consumables (3% Of Materials Cost) B. Manpower: Number Of Days 5.50 1.00 A. Construction Foreman 5.50 1.00 B. Skilled Laborer 5.50 2.00 C. Unskilled Laborer C. Equipment And Water: Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1001 (8) Sewer Line Work Quantity 1.00 Ls Dpwh Standard Output Per Day (opd)= 1.00 L.s. 1.00 Ls Sewer Line Work Direct Cost: A. Materials: 7.00 Lengths A. 50 Mm Ø Pvc Pipe,series 1000 3.00 Lengths B. 100 Mm Ø Pvc Pipe, Series 1000 8.00 Pcs C. Pvc 45 Deg. (3mm Bend X 50mm) 2.00 Pcs D. Pvc 45 Deg. (3mm Bend X 101mm) 2.00 Pcs E. Pvc 87.5 Deg. (6mm Bend X 101mm) 1.00 Pcs F. Pvc 45 Deg. Single Branch, Wye (101mm X 101mm) 1.00 Pcs G. Pvc 87.5 Deg. Single Branch, Seep, Tee (101mm X 50mm) 6.00 Pcs H. Pvc Coupling (50mm D) 2.00 Pcs I. Pvc Coupling3 (101mm D) 1.00 Pcs J. Pvc P-trap W/ Plug & Sealing Rings (50mm) 1.00 Pcs K. Pvc P-trap W/ Plug & Sealing Rings (101mm) 2.00 Pcs L. Pvc Cleanout W/ Plug & Sealing Rings (101mm) M. Consumables (5% Of Materials Cost) B. Manpower: Number Of Days 10.00 1.00 A. Construction Foreman 10.00 1.00 B. Skilled Laborer 10.00 2.00 C. Unskilled Laborer C. Equipment And Water: Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1001 (9) Storm Drainage And Downspout Quantity 1.00 L.s. Dpwh Standard Output Per Day (opd)= 1.00 L.s. 1.00 L.s. Storm Drainage And Downspout Direct Cost: A. Materials: 8.00 Lengths A. 75 Mm Ø Pvc Pipe,series 1000 9.00 Ea B. Pvc 45 Deg. (3mm Bend X 76mm) 5.00 Ea C. Pvc Coupling (76mm D) D. Consumables (5% Of Materials Cost) B. Manpower: Number Of Days 8.00 1.00 A. Construction Foreman 8.00 1.00 B. Skilled Laborer 8.00 2.00 C. Unskilled Laborer C. Equipment And Water: Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1002(6) Cold Waterline Pipes And Fittings Quantity 1.00 I.s. Dpwh Standard Output Per Day (opd)= "1.00 I.s." 1.00 I.s. Cold Waterline Pipes And Fittings Direct Cost: A. Materials: 5.00 Lengths A.13 Mm Ø X 4.00 M (ppr) Pipe, Pn 20 5.00 Pcs B.13 Mm Ø Ppr Elbow - Threaded 10.00 Pcs C.13 Mm Ø Ppr Elbow 10.00 Pcs D.13 Mm Ø Ppr Coupling 2.00 Pcs E.13 Mm Ø Gate Valve 2.00 Pcs F.13 Mm Ø Ppr Union 5.00 Pcs G.13 Mm Ø Ppr Tee H. Consumables (5% Of Materials Cost) B. Manpower: Number Of Days 6.65 1.00 A. Construction Foreman 6.65 1.00 B. Skilled Laborer 6.65 2.00 C. Unskilled Laborer C. Equipment And Water: Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1032(1)c Painting Works (metal Painting) Quantity 58.55 M2 Dpwh Standard Output Per Day (opd)= 2.00 M2 58.55 M2 Painting Works (metal Painting) Direct Cost: A. Materials: 0.05 Gal A. Red Oxide Primer 0.10 Gal B. Enamel Paint 0.25 L C. Paint Thinner D. Consumables (5% Of Materials Cost) B. Manpower: Number Of Days 1.00 1.00 A. Construction Foreman 1.00 2.00 B. Skilled Laborer 1.00 1.00 C. Unskilled Laborer C. Equipment And Water: Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax)

Details: 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: I. Mobilization & Demobilization Mobilization & Demobilization 1.0 Lot Mobilization & Demobilization Indirect Cost 1.0 Lot Profit 1.0 Lot Overhead/contingencies 1.0 Lot Tax (vat & Withholding Tax) Ii. Project Billboard/signboard Materials 64.0 Sq.ft 8'x8' Tarpaulin Print Sign 50.0 Bd.ft 14 Pcs - 2"x2"x10' Coco Lumber 2.0 Sheet/s 4"x8"x1/4 Marine Plywood 3.0 Kg/s Cwn #3 3.0 Kg/s Cwn #1 1/2 Manpower/labor 1.0 1.00 1- Construction Foreman 1.0 1.00 1- Skilled Worker 1.0 1.00 1 - Laborer Indirect Cost 1.0 Lot Profit 1.0 Lot Overhead/contingencies 1.0 Lot Tax (vat & Withholding Tax) Iii. Occupational Safety & Health Materials 9.0 Pc/s Safety Helmet 9.0 Pair/s Safety Shoes 9.0 Pc/s Safety Vest 9.0 Pair/s Working Gloves Manpower/labor 9.0 Day/s Safety Officer Indirect Cost 1.0 Lot Profit 1.0 Lot Overhead/contingencies 1.0 Lot Tax (vat & Withholding Tax) Iv. Formworks & Scaffolding: Equipment 28.0 Set/s Scaffolding Indirect Cost 1.0 Lot Profit 1.0 Lot Overhead/contingencies 1.0 Lot Tax (vat & Withholding Tax) V. Demolition Works: Manpower/labor 6.0 M/days 1- Construction Foreman 6.0 M/days 2- Skilled Worker 6.0 M/days 4- Laborer Indirect Cost 1.0 Lot Profit 1.0 Lot Overhead/contingencies 1.0 Lot Tax (vat & Withholding Tax) Vi. Concrete Works A. Pedestal Materials (pedestal)/repair 18.0 Bag/s Portland Cement 1.0 Cu.m Washed Sand 2.0 Cu.m Coarsed Gravel 7.0 Length/s 10mm Dia. Deformed Bars 13.0 Length/s 12mm Dia. Deformed Bar 4.0 Kl/s Gi Tie Wire #16 Formworks 33.3 Bd.ft 10 Pcs Coco Lumber 2"x2"x10' 50.0 Bd.ft 10 Pcs Coco Lumber 2"x3"x10' 3.0 Sheet/s Marine Plywood 1/4 2.0 Kg/s Assorted Cwnails Manpower/labor 2.0 Days 1- Construction Foreman 2.0 Days 2- Skilled Worker 2.0 Days 2- Laborer Equipment 3.0 M/days One Bagger Mixer Indirect Cost 1.0 Lot Profit 1.0 Lot Overhead/contingencies 1.0 Lot Tax (vat & Withholding Tax) Vii. Woodworks & Carpentry A. Column Materials 360.0 Bd.ft 10 Pcs Kiln Dried Lumber 6"x6"x12' 220.0 Pc/s Bolt With Nut & Washer 1/2 Manpower/labor 6.0 Days 1- Construction Foreman 6.0 Days 2- Skilled Worker 6.0 Days 3- Laborer Equipment 1.0 Lot Minor Tools (10% Of The Labor) Indirect Cost 1.0 Lot Profit 1.0 Lot Overhead/contingencies 1.0 Lot Tax (vat & Withholding Tax) B. Beam Materials 120.0 Bd.ft 24 Pcs Good Lumber 1"x 6" X 10' 40.0 Pc/s Bolt With Nut & Washer 8.0 Kl/s Assorted Cwnails Manpower/labor 2.0 Days 1- Construction Foreman 2.0 Days 2- Skilled Worker 2.0 Days 2- Laborer Equipment 1.0 Lot Minor Tools (10% Of Labor) Indirect Cost 1.0 Lot Profit 1.0 Lot Overhead/contingencies 1.0 Lot Tax (vat & Withholding Tax) C. Exterior Siding Materials 770.0 Bd.ft 154 Pcs - 1"x6"x10' Weather Cut - Hardi Plank Siding 21.0 Kg/s Casing Nail 2" Manpower/labor 8.0 Day/s 1- Construction Foreman 8.0 Day/s 2-skilled Worker 8.0 Day/s 3-laborer Equipment 1.0 Lot Minor Tools (10% Of The Labor) Indirect Cost 1.0 Lot Profit 1.0 Lot Overhead/contingencies 1.0 Lot Tax (vat & Withholding Tax) D. Exterior Wall Studs Materials 2160.0 Bd.ft 120 Pcs - 3"x6"x10' Wood Studs 25.0 Kg/s Cwnails 3 1/2" Manpower/labor 15.0 Day/s 1- Construction Foreman 15.0 Day/s 2-skilled Worker 15.0 Day/s 3-laborer Equipment 1.0 Lot Minor Tools(10% Of The Labor) Indirect Cost 1.0 Lot Profit 1.0 Lot Overhead/contingencies 1.0 Lot Tax (vat & Withholding Tax) Viii. Termite Control Materials 15.0 Pc/s Solignum Treatment Manpower/labor 2.0 Day/s 1- Construction Foreman 2.0 Day/s 1-skilled Worker 2.0 Day/s 2-laborer Indirect Cost 1.0 Lot Profit 1.0 Lot Overhead/contingencies 1.0 Lot Tax (vat & Withholding Tax)

Description: Forest Products And Plywood Materials Goods

Details: Description Invitation To Bid For Supply And Delivery Of Materials For Construction Of Perimeter Fence Along Buenavista Elementary School The Municipal Government Of Looc, Romblon, Through The General Fund (ao No 014-2024 Regular) Intends To Apply The Sum Of Three Hundred Thirty-nine Thousand Nine Hundred Fourteen Pesos (p 339,914.00) Being The Abc To Payments Under The Contract For Goods-2025-01-05. Bids Received In Excess Of The Abc Shall Be Automatically Rejected At Bid Opening. The Municipal Government Of Looc, Romblon Now Invites Bids For The Above Procurement Project. Delivery Of The Goods Is Required Within Fifteen (15) Working Days Upon Receipt Of P.o & Notice To Proceed. Bidders Should Have Completed, Within Two (2) Years From The Date Of Submission And Receipt Of Bids, A Contract Similar To The Project. The Description Of An Eligible Bidder Is Contained In The Bidding Documents, Particularly, In Section Ii (instructions To Bidders). Bidding Will Be Conducted Through Open Competitive Bidding Procedures Using A Non-discretionary “pass/fail” Criterion As Specified In The 2016 Revised Implementing Rules And Regulations (irr) Of Republic Act (ra) No. 9184. A. Bidding Is Restricted To Filipino Citizens/sole Proprietorships, Partnerships, Or Organizations With At Least Sixty Percent (60%) Interest Or Outstanding Capital Stock Belonging To Citizens Of The Philippines, And To Citizens Or Organizations Of A Country The Laws Or Regulations Of Which Grant Similar Rights Or Privileges To Filipino Citizens, Pursuant To Ra No. 5183. Prospective Bidders May Obtain Further Information From Municipal Government Of Looc, Romblon And Inspect The Bidding Documents At The Address Given Below During Office Hours, 8:00a.m. To 5:00p.m. A Complete Set Of Bidding Documents May Be Acquired By Interested Bidders On January 30, 2025 – February 21, 2025 From The Given Address And Website(s) Below And Upon Payment Of The Applicable Fee For The Bidding Documents, Pursuant To The Latest Guidelines Issued By The Gppb, In The Amount Of Five Hundred Pesos Only (php 500.00). The Procuring Entity Shall Allow The Bidder To Present Its Proof Of Payment For The Fees In Person, By Facsimile, Or Through Electronic Means. The Municipal Government Of Looc, Romblon Will Hold A Pre-bid Conference On February 7, 2025 – 2:00 P.m. At Municipal Session Hall – Looc, Romblon, Which Shall Be Open To Prospective Bidders. Bids Must Be Duly Received By The Bac Secretariat Through Manual Submission At The Office Address Indicated Below On Or Before February 21, 2025 – 02:00 P.m... Late Bids Shall Not Be Accepted. All Bids Must Be Accompanied By A Bid Security In Any Of The Acceptable Forms And In The Amount Stated In Itb Clause 14. Bid Opening Shall Be On February 21, 2025 – 02:00 P.m. At The Given Address Below. Bids Will Be Opened In The Presence Of The Bidders’ Representatives Who Choose To Attend The Activity. The Municipal Government Of Looc, Romblon Reserves The Right To Reject Any And All Bids, Declare A Failure Of Bidding, Or Not Award The Contract At Any Time Prior To Contract Award In Accordance With Sections 35.6 And 41 Of The 2016 Revised Irr Of Ra No. 9184, Without Thereby Incurring Any Liability To The Affected Bidder Or Bidders. For Further Information, Please Refer To: Candido Alfred A. Bancoro Ii, Enp Mpdc/lgu-bac Chairperson Bac Secretariat: Mrs. Leonor F. Farquerabao Ms. Maria Cristine G. Guarino Ms. Ana Dominique B. Bantang Lgu – Looc, Romblon Brgy. Poblacion, Looc, Romblon January 30, 2025 . Candido Alfred A. Bancoro Ii, Enp Mpdc/lgu-bac Chairperson   Name Of Project: Supply And Delivery Of Materials For Construction Of Perimeter Fence Along Buenavista Elementary School Location : Looc, Romblon List Of Supplies/materials Item No. Unit Item Description Qty. Unit Cost Total Cost Materials 1 Bags Cement 423 2 Pcs Chb 4” 2112 3 Pcs Rsb 10mm Diam X 6.0m 558 4 Pcs 1/4’’x4’x8’ Marine Plywood 10 5 Pcs 2’’x2’’x10’ Cocolumber 30 6 Kgs Cwn 4’’ 5 7 Kgs Cwn 3’’ 3 8 Kgs Cwn 1 1/2’’ 4 9 Kgs #16 Tying Wire 15 10 Pcs 30l Empty Plastic Container 3 Grand Total Bid Bond: _____________ _____________________________

Description: CATEGORY: Piano Type Modular Domestic Electrical sockets - IS 1293 (Q3) , Heating Element (BHEL) (Q3) , DOL starter (Q3) , Piano Type Modular Domestic Fan Regulator as per IS 11037 (Q3) , Modular Piano Type Domestic Electrical Switches as per IS 3854 (Q3) , Fixed Capacitors (Fixed Capacitor for Single Phase AC Electric Fan) as per IS 1709:1984 (Q3) , Rigid Plain Conduits of Insulating Materials as per IS 9537 (Part 3) (Q3) , Fuse Wire as per IS 9926 (Q3) , FOOT VALVE 50 MM , FOOT VALVE 80 MM , FOOT VALVE 100 MM , NRV 50 MM , NRV 80 MM , NRV 100 MM , NRV 150 MM , BUTTERFLY VALVE 50 MM , BUTTERFLY VALVE 80 MM , BUTTERFLY VALVE 100 MM , BUTTERFLY VALVE 150 MM , BUTTERFLY VALVE 200 MM , MECHANICAL JOINT KIT 100 MM , MECHANICAL JOINT KIT 150 MM , MECHANICAL JOINT KIT 200 MM , AUTOMATIC DOLTA STARTER 10 HP , AUTOMATIC DOLTA STARTER 30 HP , AUTOMATIC DOLTA STARTER 20 HP , GLASS PANE 4X4X4 MM THICK PLAIN MODIGUARD , GLASS PANE 4X4X4 MM THICK FROSTED MODIGUARD , FOAM CUSHION OF SIZE 580X520X100 MM THICK OF DENSITY 40 MM , COVER ONLY FOR FOAM CUSHION 580X520X100 MM , LED DRIVER FOR 150 WATT LED FITTING , LED DRIVER FOR 70 WATT LED FITTING , LED DRIVER FOR 80 WATT LED FITTING , LED DRIVER FOR 90 WATT LED FITTING , LED DRIVER FOR 45 WATT LED FITTING , LED DRIVER FOR 25 WATT LED FITTING , LED DRIVER FOR 30 WATT LED FITTING , BWR PLYWOOD COMMERCIAL 8x4x4 MM , BWR PLYWOOD COMMERCIAL 8X4X4 MM , BWR PLYWOOD COMMERCIAL 6X3X12 MM , BWR PLYWOOD COMMERCIAL 8X4X12 MM , BWR PLYWOOD COMMERCIAL 8X4X6 MM , BWR PLYWOOD COMMERCIAL 8X4X18 MM , BWR PLYWOOD COMMERCIAL 8X4X9 MM , Six ft FULLY OPERATED CLOTH DRYING STYSTEM 22 MM , AIR RELEASE VALVE 80 MM , AIR RELEASE VALVE 50 MM , AIR RELEASE VALVE 100 MM , AIR RELEASE VALVE 150 MM

Description: Plywood For General Purpose To Is 303/89

Description: CATEGORY: G1 NK 14 Screw , G1 NK 15 Screw , H3 5530 400034 Plywood , H1 8040 000147 Fevicol SR 998 , G2 nk 46 MS Sheet , G1 5306 000317 Bolt BSW

Description: Misc. Coach Released Material Mixed Condition I.e Industrial Waste Consisting Of- (1) Decolite Released From Floors Of Coaches. (2) Pieces Of Porcelain Wash Basin, Commode Etc., Broken Pieces Of Plain And Colour Glass Released From Coaches With Or Without Non Ferrous/ferrous Attachment, If Any. (3) Old L P Sheet (decolum) Of Irregular Sizes Including Pop Rivet, Seat/berth No. Plates, Pieces Of Limpet Sheet, Off-cuts Of Broken Unserviceable Lp Sheet, Unusable Timber/plywood/wood Scrap, Broken Pieces Of Compreg, Plywood, Broken Slates, Pieces Of Berth/shutter Panel Etc. Released From Coaches. (4) Unserviceable/perished Rubber Items Like-window Sealing Rubber, Gas Rubber Hose Pipes, Shutter Felts, Rubber Released From Coaches, Unserviceable Pieces Of Foam, Rexene And Recron. (5) Floor Sweeping Consisting Of Sand, Mud, Saw Dust, Scrap Paper, Coach Rust Ashes, Rusty Nails, Nut-bolts, Washers, Small Pieces Of Rusted Mouldings, And Pieces Of Ss Moulding Aluminium Rivets Etc, Which Cannot Be Segregated With Reasonable Effort, Will Be Allowed In Small Quantity. (6) Released Unserviceable Plastic Spool Containing End Pieces Of Filler Wire, Wire Rope, Pieces Of Thermocol, Unserviceable Electrical Switches With Pieces Of Electrical Cable, Minor Attachments, If Any Which Cannot Be Segregated With Reasonable Efforts, Plastic Bend Pipes And Released Air Filter Of Rmpu. (7) Released Packing Material (rubber And Wooden) Polythene Bags, Unusable Gunny Bags, Card Board, Paper, Puttah, Gatta, Old/teared Hand Gloves, Aprons, Etc. (8) Broken Welding Hand Screen, Helmet, Face Shield, Broken Pieces Of Battery Container, Bakelite, Plastic/pvc Sheet. Broken Pieces Of Battery Flutes, Flexible Pipes. Lot No. Crws/bpl/mech/coach Furn/24-25/09 Date: 29-01-2025 Note: (1) Ferrous And Non Ferrous Metallic Items Except Minor Attachments With The Material Of Lot Will Not Be Delivered. (2) All Materials Should Be Lifted With Road Level In Sweeping Condition. (3) Delivery Will Be Made On Actual Measurement. (4) Ferrous & Non-ferrous Items Will Be Returned By Purchaser To Stockholder During Delivery, If Any Found In The Lot. (5) Hazard Waste Item I.e. Paint Peeling, Paint-dust Will Not Be Delivered. (6) If Any Another Material Found Except Description Of Material Will Be Not Delivered And Returned To Stock Holder. (7) Sorting/segregation Of Material Is Not Allowed.

Description: CATEGORY: Vehicle Roof and side covering modification with Galvanized rust protected , Veh rear side covered with Galvanized Iron with 03 ft x 06 ft Entrance Door , Radio Storage Rack size 3 Ft x 7 Ft with support of Angle Iron made of 18 mm Plywood , Battery Storage Rack Size 3 ft x 7 ft with support of Angle Iron and Doors , Box Size 06 ft x 02 ft made of Galvanized Iron Sheet Angle Iron and Plywood , Table with Storage size width 2 ft x Height 4 Ft x Length 06 Ft made of Galvanized Iron and 18 mm plywood , Ladder for Climbing into Veh with 05 Step 150 Kg Carrying Load Capacity , Antenna Bracket , Cooler Stand , 8 Module Wiring for Power Supply , Labour Charge