Municipality Of Argao, Cebu Tender
Municipality Of Argao, Cebu Tender
Costs
Summary
Supply Of Labor, Materials And Equipment For The Proposed Improvement/rehabilitation/repair Of Argao Nature Park At Lamacan, Argao, Cebu , Construction Projects ,municipality Of Argao, Cebu
Description
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 8.00 1.00 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 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 Hours 4.00 1.00 A. Construction Foreman 4.00 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 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: 2769.00 Man-days A. Safety Helmet 2769.00 Man-days B. Safety Shoes 2769.00 Man-days D. Working Gloves B. Manpower: Number Of Days 15.00 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) 800(1) Clearing And Grubbing Quantity 5,221.24 M² Dpwh Standard Output Per Hour (oph)= 500.00 M² 5221.24 M² Clearing And Grubbing 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 2.00 A. Dumptruck (12 Ydᶾ) 1.00 1.00 B.payloader (1.50 Mᶾ) 1.00 1.00 C.bulldozer (155 Hp), D65a-8 Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 803(1)a Structure Excavation (common Soil) Quantity 436.10 M3 Dpwh Standard Output Per Hour (oph)= 20.00 M3 436.10 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) Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 804(1)a Embankment From Structure Excavation Quantity 21.81 M3 Dpwh Standard Output Per Hour (oph)= 9.84 M3 21.81 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(1)b Embank From Common Borrow By Equipment Quantity 102.57 M3 Dpwh Standard Output Per Hour (oph)= 9.84 M3 102.57 M3 Embank From Common Borrow By Equipment Direct Cost: A. Materials: 1.25 M3 A. Embankment Materials (w/25% Shrinkage Factor) 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 6.68 M3 Dpwh Standard Output Per Hour (oph)= 1.2 M3 6.68 M3 Gravel Bedding Direct Cost: A. Materials: 1.05 M3 A. Gravel Bedding (g1)(w/5% Shrinkage Factor) 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 0.50 1.00 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 41.46 M3 Dpwh Standard Output Per Day (opd)= 0.36 M3 41.46 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 Hours 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 17.46 M3 Dpwh Standard Output Per Day (opd)= 0.27 M3 17.46 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 Hours 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 8.44 M3 Dpwh Standard Output Per Day (opd)= 0.27 M3 8.44 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 Hours 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 9.61 M3 Dpwh Standard Output Per Day (opd)= 0.27 M3 9.61 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 Hours 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 2,571.80 Kg Dpwh Standard Output Per Day (opd)= 143.44 Kg 2571.80 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 Hours 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 174.59 M2 Dpwh Standard Output Per Day (opd)= 3.24 M2 174.59 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 Hours Installation 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: 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 Bearing/load Bearing (including Reinforcing Steel) Quantity 212.40 M2 Dpwh Standard Output Per Day (opd)= 3.83 M2 212.40 M2 100 Mm Chb Non Load Bearing/load 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 Hours 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) 1027(1) Cement Plaster Finish Quantity 424.80 M2 Dpwh Standard Output Per Day (opd)= 7.13 M2 424.80 M2 Cement Plaster Finish Direct Cost: A. Materials: 0.33 Bag A. Cement 0.03 Cu.m B. Sand B. Manpower: Number Of Hours 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: 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 7.54 M2 Dpwh Standard Output Per Day (opd)= 1.88 M2 7.54 M2 Waterproofing Cement Base Direct Cost: A. Materials: 1.05 M2 A. Cement-based Waterproofing B. Manpower: Number Of Hours 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)a Structural Steel Framing Quantity 3,187.06 Kg Dpwh Standard Output Per Day (opd)= 85.00 Kg 3187.06 Kg Structural Steel Framing Direct Cost: A. Materials: 1.00 Kg A. Structural Steel Framing Including Cross 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 Hours 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: No. Of Hours No. Of Units Name And Capacity 0.75 1.00 A. Welding Machine 0.25 1.00 B. Cutting Outfit Minor Tools (10 % Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1047 (5) Metal Structure Accessories (steel Plates) Quantity 3,001.21 Kg Dpwh Standard Output Per Day (opd)= 90.45 Kg 3001.21 Kg Metal Structure Accessories (steel Plates) Direct Cost: A. Materials: 1.05 Kg A. Steel Plates B. Consumables (3% Of Materials Cost) B. Manpower: Number Of Hours 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 (3)a Metal Structure Accessories (anchor Bolts) Quantity 36.00 Pc Dpwh Standard Output Per Day (opd)= 90.45 Pc 36.00 Pc Metal Structure Accessories (anchor Bolts) Direct Cost: A. Materials: 1.00 Pc A. Anchor Bolt(25mm Dia X 300mm With Nut And Washer) B. Manpower: Number Of Hours 0.10 1.00 A. Construction Foreman 0.10 1.00 B. Skilled Laborer 0.10 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) 1051(1) Railing Quantity 1.00 L.s. Dpwh Standard Output Per Day (opd)= 1.00 L.s. 1.00 L.s. Railing Direct Cost: A. Materials: 67.00 Length 2" X 4" X 1.5mm Rectangular Tube 1320.00 Lm 1" Abaca Rope 10.00 Kg Welding Rod B. Manpower: Number Of Hours 40.00 1.00 A. Construction Foreman 40.00 1.00 B. Skilled Laborer 40.00 2.00 C. Unskilled Laborer C. Equipment And Water: No. Of Hour/s No. Of Unit/s Name And Capacity 40.00 1.00 A. Welding Machine, Electric Driven/dc Output 30.00 1.00 B. Cutting Outfit Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1014.00 Cogon Grass Roofing Quantity 1.00 Lot Dpwh Standard Output Per Day (opd)= 1.00 Lot 1.00 Lot Cogon Grass Roofing Direct Cost: A. Materials: 85.00 Sq.m A. Cogon Grass Roofing 2550.00 Pc B. Tek Screw C. Consumables (3% Of Materials Cost) B. Manpower: Number Of Hours 80.00 1.00 A. Construction Foreman 80.00 1.00 B. Skilled Laborer 80.00 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: 2.00 Length A. 25 Mm Ø X 3.00 M Rsc Pipe 45.00 Length B. 20 Mm Ø X 3.00 Mm Pvc Pipes 10.00 Pcs C. 20mm Ø Pvc Coupling 20.00 Pcs D. 20mm Ø Pvc Elbow 30.00 Pcs E. Utility Box 50.00 Pcs F. Junction Box 1.00 Pcs G. 25mm Ø Entrance Cap H. Consumables (5% Of Materials Cost) B. Manpower: Number Of Hours 40.00 1.00 A. Construction Foreman 40.00 1.00 B. Skilled Laborer 40.00 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) 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: 5.00 Roll A.3.5 Mm2 Electric Wire Thhn (150 Meters) 2.00 Roll B.8.00 Mm2 Electric Wire Thhn (150 Meters) 100.00 M C. 14.0 Mm2 Electric Wire (thhn) 8.00 Set D. Single-gang Switch 9.00 Set E. Two-gang Switch 19.00 Set G. 180 Watts Duplex Convenience Outlet H. Consumables (3% Of Materials Cost) B. Manpower: Number Of Hours 40.00 1.00 A. Construction Foreman 40.00 1.00 B. Skilled Laborer 40.00 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) 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)= 1.00 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 6 Branches 50 Amp - 200 Amp 1.00 Pcs B. 60 Amp. Plug-in Breaker 2.00 Pcs B. 50 Amp. Plug-in Breaker 1.00 Pcs B. 15 Amp. Plug-in Breaker B. Consumables (3% Of Materials Cost) B. Manpower: Number Of Hours 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) 1103(1) Lighting Fixtures Quantity 1.00 I.s. Dpwh Standard Output Per Day (opd)= 1.00 I.s. 1.00 I.s. Lighting Fixtures Direct Cost: A. Materials: 160.50 M A.15 Watts White Strip Lights (enclosed In Aluminum Diffuser) 28.00 Pcs 10 Watts Led Pinlights B. Manpower: Number Of Hours 29.00 1.00 A. Construction Foreman 29.00 1.00 B. Skilled Laborer 29.00 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) 1032(1)a Painting Works (masonry Painting) Quantity 361.08 M2 Dpwh Standard Output Per Day (opd)= 2.10 M2 361.08 M2 Painting Works (masonry Painting) Direct Cost: A. Materials: 1.00 1.00 A. Construction Foreman 1.00 2.00 B. Skilled Laborer 1.00 1.00 C. Unskilled Laborer B. Manpower: Number Of Hours 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) 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.black Epoxy Primer 0.10 Gal B. Enamel Paint 0.25 L C. Paint Thinner D. Consumables (5% Of Materials Cost) B. Manpower: Number Of Hours 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) 1027(3) Concrete Pavers Quantity 189.52 M2 Dpwh Standard Output Per Day (opd)= 0.50 M2 189.52 M2 Concrete Pavers Direct Cost: A. Materials: 0.33 M2 A. Portland Cement 0.03 Bag B. Sand 1.00 M3 C. Decorative Stone 0.00 0.00 0 B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 5.00 B. Skilled Laborer 1.00 5.00 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) 1027(8) Installation Of High Quality Pond Liner Quantity 1.00 Lot Dpwh Standard Output Per Day (opd)= 1.00 Lot 1.00 Lot Installation Of High Quality Pond Liner Direct Cost: A. Materials: 1777.00 Lot A. 0.5mm High Quality Pond Liner B. Manpower: Number Of Hours 40.00 1.00 A. Construction Foreman 40.00 1.00 B. Skilled Laborer 40.00 4.00 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) 500(1)a Pipe Culverts, 305 Mm Ø (12” Ø) Quantity 6.00 M Dpwh Standard Output Per Day (opd)= 1.00 M 6.00 M Pipe Culverts, 305 Mm Ø (12” Ø) Direct Cost: A. Materials: 0.77 Bag A. Portland Cement 0.04 M3 B. Sand 1.00 Pc C. Rc Pipes (610 Mm Ø) 0.09 M3 D. Sand Bedding/selected Sandy Soil B. Manpower: Number Of Hours 0.44 1.00 A. Construction Foreman 0.44 2.00 B. Skilled Labor 0.44 4.00 C. Unskilled Labor C. Equipment And Water: 0.22 1.00 A. Backhoe (0.80m3) 0.22 1.00 B. 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) 1202(2)b Jet Pump With Complete Control And Standard Accessories Quantity 2.00 Sets Dpwh Standard Output Per Day (opd)= 1.00 Sets 2.00 Sets Jet Pump With Complete Control And Standard Accessories Direct Cost: A. Materials: 1.00 Set A. Jet Pump Complete With Controller And Nema 3r And Other Accessories: Valve, Suction And Discharge Gauge, Flow Meter And Other Accessories Specified In Mechanical Plan And Specifications B. Manpower: Number Of Hours 16.00 1.00 A. Construction Foreman 16.00 1.00 B. Skilled Laborer 16.00 1.00 C. Unskilled Laborer C. Equipment And Water: Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax)
Contact
Tender Id
1dca4d08-9b6e-39d3-bfff-2fc7ed90ac2eTender No
11259611Tender Authority
Municipality Of Argao, Cebu ViewPurchaser Address
-Website
notices.philgeps.gov.ph