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: 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 5.00 1 Unit One Bagger Mixer (4-6 Ft³/min) 5.00 1 Unit Bar Cutter (25mmø Max Rebar, Single Phase) 5.00 1 Uit Bar Bender (25mmø Max Rebar, Single Phase) 5.00 2 Units Concrete Vibrator Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 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: 64.00 Sq.ft Tarpaulin (4' X 8') 74.00 Bdft Lumber Coco 2.00 Kg(s) Common Nails Assorted 2.00 Pc(s) Plywood Marine (3/16" X 4' X 8') B. Manpower: Number Of Days 1.00 1 Construction Foreman 1.00 1 Skilled Laborer 1.00 1 Unskilled Laborer C. Equipment And Water: Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) Occupational Safety And Health Program Quantity 1.00 L.s Dpwh Standard Output Per Day (opd)= 1.00 L.s 1.00 L.s Occupational Safety And Health Program Direct Cost: A. Materials: 8.00 Pcs Safety Helmet 8.00 Pair Safety Shoes 8.00 Pcs Safety Vest 8.00 Pair Working Gloves B. Manpower: Number Of Days 20.00 1 Safety Practitioner/officer (part Time) C. Equipment And Water: Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) Removal/demoltion/clearing Of Existing Structure Quantity 1.00 L.s Dpwh Standard Output Per Hour (oph)= 1 L.s 1.00 L.s Removal/demoltion/clearing Of Existing Structure Direct Cost: A. Materials: 2.00 Unit Acetylene 4.00 Unit Oxygen Consumables (5% Of Material Costs) B. Manpower: 40.00 1 Construction Foreman 40.00 5 Unskilled Laborer Number Of Hours C. Equipment And Water: Quantity 40.00 1 Construction Foreman Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) Structure Excavation (common Soil And Hard Concrete) Quantity 40.42 Cu.m Dpwh Standard Output Per Hour (oph)= 2 Cu.m 40.42 Cu.m Structure Excavation (common Soil And Hard Concrete) Direct Cost: A. Materials: B. Manpower: Number Of Hours 1.00 1 Construction Foreman 1.00 3 Unskilled Laborer C. Equipment And Water: 1.00 1 Jack Hammer Minor Tools (10% Of Labor) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) Embankment Structure Excavation Quantity 29.04 Cu.m Dpwh Standard Output Per Hour (oph)= 2 Cu.m 29.04 Cu.m Embankment Structure Excavation Direct Cost: A. Materials: B. Manpower: Number Of Hours 1.00 1 Construction Foreman 3.00 1 Unskilled Laborer C. Equipment And Water: Number Of Hours 1.00 1 Plate Compactor (5hp) 1.00 1 Jack Hammer Minor Tools (10% Of Labor) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) Structural Concrete For Footing, Column And Tie Beam(ready Mix Class A, 28 Days) Quantity 21.29 Cu.m Dpwh Standard Output Per Day (opd)= 0.357 Cu.m 21.29 Cu.m Structural Concrete For Footing, Column And Tie Beam(ready Mix Class A, 28 Days) Direct Cost: A. Materials: Note: Concrete Strength = 2500 Psi 1.00 M3 Washed Sand 0.50 M3 Washed Gravel 10.00 Bag Portland Cement, Type 1 B. Manpower: Number Of Hours 1.00 1 Construction Foreman 1.00 1 Skilled Laborer 1.00 4 Unskilled Laborer C. Equipment And Water: Number Of Hours 1.00 1 Unit One Bagger Mixer (4-6 Ft³/min) Minor Tools (10% Of Labor) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) Structural Concrete (slab On Fill), Class A, 28 Days Quantity 4.67 Cu.m Dpwh Standard Output Per Hour (oph)= 0.357 Cu.m 4.67 Cu.m Structural Concrete (slab On Fill), Class A, 28 Days Direct Cost: A. Materials: Note: Concrete Strength = 2500 Psi 1.00 M3 Washed Sand 0.50 M3 Washed Gravel 10.00 Bag Portland Cement, Type 1 B. Manpower: Number Of Hours 1.00 1 Construction Foreman 1.00 1 Skilled Laborer 1.00 4 Unskilled Laborer C. Equipment And Water: Number Of Hours Number Of Days 1.00 1 Unit One Bagger Mixer (4-6 Ft³/min) Minor Tools (10% Of Labor) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) Reinforcing Steel Of Reinforced Concrete Structures, Grade 40 Quantity 2,843.77 Kg(s) Dpwh Standard Output Per Hour (oph)= 129.094 Kgs 2843.77 Kg(s) Reinforcing Steel Of Reinforced Concrete Structures, Grade 40 Direct Cost: A. Materials: 1.00 Kg Reinforcing Steel Bars Deformed Grade 40 0.02 Kg Gi Tie Wire # 16 Consumables (5% Of Material Cost) B. Manpower: Number Of Hours 1.00 1 Construction Foreman 1.00 2 Skilled Laborer 1.00 4 Unskilled Laborer C. Equipment And Water: Number Of Hours 0.50 1 Unit Bar Cutter, 25mm Dia. Max Single Phase 0.50 1 Unit Bar Bender, 25mm Dia. Max Three Phase Minor Tools (10% Of Labor) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) Formworks And Falseworks Quantity 211.77 Sq.m Dpwh Standard Output Per Hour (oph)= 4.50 Sq.m 211.77 Sq.m Formworks And Falseworks Direct Cost: A. Materials: 0.35 Pc Plywood Marine (0.019m X 1.4m X 2.44m) -2 Uses 4.73 Bdft Lumber Good -2 Uses Consumables (5% Of Material Cost) B. Manpower: Number Of Hours 1.00 1 Construction Foreman 1.00 4 Skilled Laborer 1.00 6 Unskilled Laborer 0.56 1 Construction Foreman 0.56 6 Unskilled Laborer C. Equipment And Water: Number Of Hours Area = 205.01 M2 14.00 40.00 H-frame 1.7 M X 1.2m, Set 2 Pcs H-frames 4 Pcs Diagonal Cross Braces 4 Pcs Horizontal Braces 8 Pcs Joint Pins 14.00 62.00 Shoring Jack, 3.8 M Full Extension 14.00 80.00 Adjustable U-head Jack, 0.6m 14.00 80.00 Adjustable Base Jack, 0.6m 14.00 62.00 1-1/2" Gi Pipe X 6.0 M 14.00 16.00 1-1/2" Gi Pipe X 3.0 M 14.00 32.00 1-1/2" Gi Pipe X 4.0 M 14.00 216.00 1-1/2" Gi Pipe X 1.0 M 14.00 278.00 Tie Rod X 0.60m 14.00 558.00 Round Wing Nut Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) Glazed Tiles Quantity 186.55 Sq.m Dpwh Standard Output Per Hour (oph)= 1.95 Sq.m 186.55 Sq.m Glazed Tiles Direct Cost: A. Materials: 1.050 Sq.m Unglazed Tiles (40 X 40) 0.325 Bags Cement 0.026 Cu.m Sand 0.125 Bags Tile Grout 0.125 Bags Tile Adhesive (25kg) Consumables (3% Of Materials Cost) B. Manpower: Number Of Hours 1.00 1 Construction Foreman 1.00 1 Skilled Laborer 1.00 1 Unskilled Laborer C. Equipment And Water: Number Of Hours Minor Tools (10% Of Labor Costs) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) Chb Non Load Bearing (including Reinforcing Steel), 150 Mm Quantity 27.30 Sq.m Dpwh Standard Output Per Hour (oph)= 3.18 Sq.m 27.30 Sq.m Chb Non Load Bearing (including Reinforcing Steel), 150 Mm Direct Cost: A. Materials: 13.000 Pcs Chb Ordinary (150mm X 203mm X 406mm) 1.500 Bags Cement 0.040 Cu.m Sand 3.240 Kg Reinforcing Steel Bars Deformed Grade 40 0.050 Kg Gi Tie Wire # 16 B. Manpower: Number Of Hours 1.00 1 Construction Foreman 1.00 2 Skilled Laborer 1.00 3 Unskilled Laborer C. Equipment And Water: Number Of Hours 1.00 1 Unit One Bagger Mixer (4-6 Ft³/min) Minor Tools (10% Of Labor Costs) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) Cement Plaster Finish Quantity 89.67 Sq.m Dpwh Standard Output Per Hour (oph)= 7.13 Sq.m 89.67 Sq.m Cement Plaster Finish Direct Cost: A. Materials: 0.33 Bags Cement 0.03 Cu.m Sand B. Manpower: Number Of Hours 1.00 1 Construction Foreman 1.00 2 Skilled Laborer 1.00 4 Unskilled Laborer C. Equipment And Water: Number Of Hours Minor Tools (10% Of Labor Costs) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) Painting Works, Masonry/concrete Quantity 894.00 Sq.m Dpwh Standard Output Per Hour (oph)= 2.10 Sq.m 894.00 Sq.m Painting Works, Masonry/concrete Direct Cost: A. Materials: 0.02 Gal Concrete Neutralizer 0.05 Gal Patching Compound 0.08 Gal Paint Latex Semi Gloss (two Coats Only) Consumables (5% Of Materials Cost) B. Manpower: Number Of Hours 1.00 1 Construction Foreman 1.00 2 Skilled Laborer 1.00 1 Unskilled Laborer C. Equipment And Water: Number Of Hours Minor Tools (10% Of Labor Costs) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) Structures Steel (trusses, Rafter, Wall Framing, And Girt) Quantity 11,199.37 Kgs Dpwh Standard Output Per Hour (oph)= 85.00 Kgs 11199.37 Kgs Structures Steel (trusses, Rafter, Wall Framing, And Girt) Direct Cost: A. Materials: 1.000 Kgs Structural Steel Truss 0.011 Unit Acetylene 0.022 Unit Oxygen 0.020 Unit Welding Rod Consumables (5% Of Material Costs) B. Manpower: Number Of Hours Fabrication 1.00 1 Construction Foreman 1.00 1 Skilled Laborer 1.00 1 Unskilled Laborer Erection 0.50 1 Skilled Laborer 0.50 1 Unskilled Laborer C. Equipment And Water: Number Of Hours 0.75 1 Welding Machine 0.25 1 Cutting Outfit Minor Tools (10% Of Labor Costs) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) Structures Steel (purlins ) Quantity 6,454.30 Kgs Dpwh Standard Output Per Hour (oph)= 85.00 Kgs 6454.30 Kgs Structures Steel (purlins ) Direct Cost: A. Materials: 1.050 Kgs Structural Steel Purlins Consumables (5% Of Material Costs) B. Manpower: Number Of Hours 1.00 1 Construction Foreman 1.00 3 Skilled Laborer 1.00 2 Unskilled Laborer C. Equipment And Water: Number Of Hours 0.75 1 Welding Machine 0.25 1 Cutting Outfit Minor Tools (10% Of Labor Costs) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) Metal Structure Accessories (turnbuckle) Quantity 128.00 Each Dpwh Standard Output Per Hour (oph)= 6.00 Each 128.00 Each Metal Structure Accessories (turnbuckle) Direct Cost: A. Materials: 1.000 Each 16mm Dia Turnbuckle B. Manpower: Number Of Hours 0.15 1 Construction Foreman 1.00 1 Skilled Laborer 1.00 1 Unskilled Laborer C. Equipment And Water: Number Of Hours Minor Tools (10% Of Labor Costs) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) Metal Structure Accessories (cross Bracing) Quantity 481.31 Kgs Dpwh Standard Output Per Hour (oph)= 8.00 Kgs 481.31 Kgs Metal Structure Accessories (cross Bracing) Direct Cost: A. Materials: 1.050 Kgs Cross Bracing B. Manpower: Number Of Hours 1.00 1 Construction Foreman 1.00 1 Skilled Laborer 1.00 1 Unskilled Laborer C. Equipment And Water: Number Of Hours Minor Tools (10% Of Labor Costs) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) Metal Structure Accessories (sagrods) Quantity 320.40 Kgs Dpwh Standard Output Per Hour (oph)= 13.00 Kgs 320.40 Kgs Metal Structure Accessories (sagrods) Direct Cost: A. Materials: 1.050 Kgs Sagrods With Bolts And Nuts Consumables (5% Of Material Costs) B. Manpower: Number Of Hours 1.00 1 Construction Foreman 1.00 1 Skilled Laborer 1.00 1 Unskilled Laborer C. Equipment And Water: Number Of Hours Minor Tools (10% Of Labor Costs) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) Prepainted Metal Sheets (0.5mm) Corrugated Type Long Span (for Roof And Wall) Quantity 1,189.46 Sq.m Dpwh Standard Output Per Hour (oph)= 2.08 Sq.m 1189.46 Sq.m Prepainted Metal Sheets (0.5mm) Corrugated Type Long Span (for Roof And Wall) Direct Cost: A. Materials: 1.050 Sq.m Prepainted Metal Sheets (5mm Thk) 20.000 Pcs Tekscrew 2 1/2" Consumables (3% Of Materials Cost) B. Manpower: Number Of Hours 1.00 1 Construction Foreman 1.00 1 Skilled Laborer 1.00 2 Unskilled Laborer C. Equipment And Water: Number Of Hours Minor Tools (10% Of Labor Costs) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) Wires And Wiring Devices Quantity 1.00 L.s Dpwh Standard Output Per Hour (oph)= 1.00 L.s 1.00 L.s Wires And Wiring Devices Direct Cost: A. Materials: 1.00 Roll/s Thw Electric Wires 3.5 Sq.mm. 1.00 Roll/s Thw Electric Wires 2.0 Sq.mm 2.00 Pc(s) 3 Gang Switch Consumables (5% Of Materials Cost) B. Manpower: Number Of Hours 16.00 1 Construction Foreman 16.00 1 Skilled Laborer 16.00 2 Unskilled Laborer C. Equipment And Water: Number Of Hours Minor Tools (10% Of Labor Costs) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) Lighting Fixtures Quantity 1.00 L.s Dpwh Standard Output Per Hour (oph)= 1.00 L.s 1.00 L.s Lighting Fixtures Direct Cost: A. Materials: 10.00 Sets Led T8 18 Watts With Handle Consumables (5% Of Materials Cost) B. Manpower: Number Of Hours 8.00 1 Construction Foreman 8.00 1 Skilled Laborer 8.00 1 Unskilled Laborer C. Equipment And Water: Number Of Hours Minor Tools (10% Of Labor Costs) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) Installation Of Doors, Aluminum Glass Door, Double Leaf Quantity 2.10 Sq.m Dpwh Standard Output Per Hour (oph)= 0.36 Sq.m 2.10 Sq.m Installation Of Doors, Aluminum Glass Door, Double Leaf Direct Cost: A. Materials: B. Manpower: Number Of Hours 1.00 1 Construction Foreman 1.00 1 Skilled Laborer C. Equipment And Water: Number Of Hours Minor Tools (10% Of Labor Costs) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax)