Plywood Tenders

Details: Description Pr#2025-01-0210 1. 1 Lot Permits, Clearances And Other Government Expenses 2. 1 Lot Warning Signs And Barricades 3. 9 Pair Rubber Boots 4. 9 Pair Working Gloves 5. 9 Piece/s Rain Coats 6. 9 Piece/s Safety Hats 7. 9 Piece/s Shovel 8. 5 Piece/s Hammer 9. 5 Piece/s Saw 10. 3 Piece/s Riveter 11. 17 Cu.m. Gravel Bedding (g1) 12. 90 Cu.m. Gravel 13. 138 Cu.m. Sand 14. 2,078 Bag/s Portland Cement 15. 70 Kg/s Gi Wire #16 16. 13 Piece/s Ordinary Plywood 1/4" 17. 120 Piece/s Lawaan 2" X 2" X 16 18. 16 Kg/s Cwn (assorted) 19. 16 Cu.m. Fine Sand 20. 5,380 Piece/s Chb 4" 21. 256 Piece/s 10mm Reinforcing Steel, Grade 40 22. 355 Piece/s 12mm Reinforcing Steel, Grade 40 23. 100 Piece/s 16mm Reinforcing Steel, Grade 40 24. 4 Cu.m. Gravel Fill 25. 79 Piece/s Weep Holes (pvc) 26. 4 L.m. Filter Cloth 27. 276 Cu.m. Boulders 28. 659 Piece/s Glazed Tiles 60" X 60" 29. 60 Piece/s Glazed Tiles 40" X 40" 30. 31 Bag/s Tile Grout 31 .34 Bag/s Tile Adhesive (25kg) 32. 4 Cu.m. Screened Sand 33. 1 Cu.m. Gravel Bedding 34. 30 Piece/s Ordinary Plywood 1/4 35. 2 Piece/s Cwn #1 1/2" 36. 4 Piece/s Cwn #4" 37. 4 Piece/s Rccp 38. 2 Piece/s 2" Dia Ridgid Pvc Conduit, Sch 80 39. 4 Piece/s 2" Dia Pvc Long Elbow 40. 4 Piece/s 2" Dia Pvc Coupling 41. 4 Piece/s 2" Dia Pvc Made Adaptor 42. 10 Piece/s 2" Dia Metal Conduit Clamp 43. 5 Piece/s 1 1/4" Dia Ridgid Pvc Conduit, Sch 80 44. 3 Piece/s 1 1/4" Dia Pvc Long Elbow 45. 4 Piece/s 1 1/4" Dia Pvc Coupling 46. 3 Piece/s 1 1/4" Dia Pvc Male Adaptor 47. 15 Piece/s 1 1/4" Dia Metal Conduit Clamp 48. 1 Set/s Metal Spicing Pull Box 49. 2 Piece/s Secondary Rack - 2 Spool 50. 1 Set/s 2" Service Entrance Cap 51. 1 Set/s 2" Locknut And Bushing 52. 10 Meter/s 80mm Sq. Thw Stranded Wire, White 53. 10 Meter/s 80mm Sq. Thw Stranded Wire, Black 54. 5 Meter/s 22mm Sq. Thw Stranded Wire, Green 55. 15 Meter/s 22mm Sq. Thw Stranded Wire, White 56. 15 Meter/s 22mm Sq. Thw Stranded Wire, Black 57. 1 Lot Provision For Shipping / Delivery Fee 58. 4 Kg/s Gi Tire Wire #12 59. 4 Kg/s Gi Tire Wire #16 60. 10 Roll/s Electrical Tape - Big 61. 1 Set/s 1 Main + 4 Branches Single Phase Main Distribution Board With Grounding Bus, Center Main, 250af, Nema-3r Recessed Type, Bolt-on 62. 1 Set/s 200at Single Phase Mts, Nema-3r (complete Assembly, Enclosure + 2 X 200at Single Phase Mccb) 63. 1 Piece/s 200at/250af, 2p, Molded Case Circuit Breaker, Bolt-on 64. 1 Piece/s 25at/150af, 2p, Molded Case Circuit Breaker, Bolt-on 65. 3 Piece/s 60at/100af, 2p, Molded Case Circuit Breaker, Bolt-on 66. 1 Piece/s Grounding Rod (5/8 X 10ft) 67. 2 Piece/s Grounding Clamp 68. 1 Piece/s 37.5 Kva, 1 Dia., 7620v/230v Pole Mounted Transformer 69. 1 Lot Complete Installation Accessories And Fittings (anchor Bolts, Clamps, Shackles, Connectors, Cut-out Fuse, Links, Insulators, Etc) + Labor Fee 70. 4 Piece/s 35' Steel Pole 71. 120 Meter/s Insulated Service Drop Wire, Acsr #1/0 Awg 6/1 (23kv) 72. 1 Set/s Meter Base 73. 1 Lot Surseco Billing Deposit 74. 1 Lot Surseco (inspection Fee, Service Fee And Testing Fee) 75. 1 Lot Demand Charge 76. 1 Set/s Kwhr Meter Class 200, Kv2c, Multifunction 77. 90 Meter/s 8.0mm Sq. Thw Stranded Wire 78. 2 Box/es 3.5mm Sq. Thw Stranded Wire 79. 1 Box/es 5.5mm Sq. Thhn Stranded Wire 80. 7 Set/s Duplex Convenience Outlet With Ground 81. 3 Set/s 1 Gang Aircon Outlet 82. 4 Set/s 1 - Gang Switch 83. 1 Set/s 3 - Gang Switch 84. 1 Set/s 1 Main + 6 Branches Single Phase Panelboard With Ground, Center Main, 100af, Nema-1, Recessed Type Bolt-on 85. 1 Piece/s 60at/100af, 2p, Molded Case Circuit Breaker, Bolt-on 86. 2 Set/s 20at/50af, 2p, Molded Case Circuit Breaker, Bolt-on 87. 3 Set/s 30at/50af, 2p, Molded Case Circuit Breaker, Bolt-on 88. 1 Set/s Grounding Rod (5/8 X 10ft) 89. 1 Set/s Grounding Clamp 90. 12 Set/s 12 Watts Led Downlight Lighting Fixture, Recessed Mounted, Daylight, Round-type 91. 13 Piece/s 2" X 6" X 16' Yakal (top And Bot. Chord) 92. 10 Piece/s 2" X 5" X 16' Yakal (web And Diag. Members) 93. 43 Piece/s 2" X 3" X 16' Yakal (purlins) 94. 3 Piece/s 2" X 2" 12' Lawaan (cleats) 95. 12 Piece/s 2" X 4" X 12' Yakal (truss Gussets) 96. 6 Piece/s 2" X 8" X 16' Yakal (beam) 97. 9 Piece/s 1" X 12" X 16' Yakal (fascia Board) 98. 156 Set/s Machine Bolt 16mm Dia. 150mm With Std Nuts & Washers 99. 8 Set/s Machine Bolt 16mm Dia. 75mm With Std Nuts & Washers 100. 32 Set/s Anchor Bolt 16mm Dia. 250mm With Std Nuts & Washers 101. 8 Set/s 1/2" Thk Base Plate 102. 15 Kg/s Cwn #4 103. 10 Kg/s Cwn #3 104. 200 Piece/s 2" X 2" X 16' Lawaan (framing) 105. 4 Piece/s Ceiling Air Vent With Wire Mesh

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) 101(3)a.1 Removal Existing Concrete And Asphalt Pavement (0.23m Thk) Quantity 1,200.00 M2 Dpwh Standard Output Per Day (opd)= 20.00 M2 1200.00 M2 Removal Existing Concrete And Asphalt Pavement (0.23m Thk) Direct Cost: A. Materials: B. Manpower: Number Of Days 1.00 1.00 A. Construction Foreman 1.00 2.00 C. Unskilled Laborer Number Of Hours 1.00 1.00 Backhoe (0.80m3) 1.00 1.00 Payloader (1.50m3), Lx80-2c 0.50 1.00 Dump Truck (12yd3) 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 177.60 M³ Dpwh Standard Output Per Hour (oph)= 50.00 M³ 177.60 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, 230mm Thk Quantity 1,464.00 M2 Dpwh Standard Output Per Hour (oph)= 107.33 M2 1464.00 M2 Pcc Pavement (plain) -conventional Method, 230mm Thk Direct Cost: A. Materials: 0.43 Kg Reinforcing Steel Bar 0.29 L Curing Compound 0.12 L Asphalt Sealant 0.46 M Steel Form (rentals) 0.13 M³ Sand 0.23 M³ Gravel 2.19 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 1.00 One Bagger Mixer 1.00 2.00 Concrete Vibrator 0.13 1.00 Water Truck/pump (16000l) 1.00 1.00 Concrete Saw (7.5 Hp) , 14" Blade Ø 0.00 - Minor Tools (5% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 601(b) Sidewalk (100mm) Quantity 312.00 M2 Dpwh Standard Output Per Hour (oph)= 10 M2 312.00 M2 Sidewalk (100mm) Direct Cost: A. Materials: 0.29 L Curing Compound 0.12 L Asphalt Sealant 0.46 M Steel Form (rentals) 0.55 M³ Sand 0.10 M³ Gravel 0.95 Bag Cement 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 1.00 One Bagger Mixer 1.00 2.00 Concrete Vibrator 0.13 1.00 Water Truck/pump (16000l) 1.00 1.00 Concrete Saw (7.5 Hp) , 14" Blade Ø Minor Tools (5% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 606(2)a Pavement Markings (reflectorized Traffic Paint-white) Quantity 72.00 M2 Dpwh Standard Output Per Hour (oph)= 10 M2 72.00 M2 Pavement Markings (reflectorized Traffic Paint-white) Direct Cost: A. Materials: 1.00 L Reflectorized Traffic Paint (white) Minor Tools (5% Of Labor Cost) B. Manpower: Number Of Hours 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: Number Of Hours 0.05 1.00 Cargo Truck (2-5 Mt) Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 504(5) Cleaning/reconditioning Drainage Structures Quantity 1.00 L.s Dpwh Standard Output Per Hour (oph)= 1 L.s 1.00 L.s Cleaning/reconditioning Drainage Structures Direct Cost: A. Materials: B. Manpower: Number Of Hours 80.00 1.00 A. Construction Foreman 80.00 8.00 B. Unskilled Labor C. Equipment And Water: Number Of Hours 20.00 1.00 A. Cargo Truck (9 - 10 Mt) 40.00 1.00 B. Bamboo With Bucket - 4 Uses 0.00 0.00 Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 404.00 Reinforcing Steel Bar, Grade 40 (drainage Cover And Wall Repair) Quantity 890.00 Kg Dpwh Standard Output Per Hour (oph)= 180 Kg 890.00 Kg Reinforcing Steel Bar, Grade 40 (drainage Cover And Wall Repair) 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 1.00 A. Construction Foreman 1.00 2.00 B. Skilled Labor 1.00 8.00 C. Unskilled Labor C. Equipment And Water: Number Of Hours 0.50 1.00 A. Bar Cutter 0.50 1.00 B. Bar Bender 0.15 1.00 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 (drainage Cover And Wall Repair) Quantity 10.00 M3 Dpwh Standard Output Per Hour (oph)= 1.4 M3 10.00 M3 Structural Concrete Class A (drainage Cover And Wall Repair) 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 1.00 4.00 B. Skilled Labor 1.00 8.00 C. Unskilled Labor Installation /removal Of Formworks 1.00 4.00 A. Skilled Laborer 1.00 8.00 B. Unskilled Laborer C. Equipment And Water: Number Of Hours 1.00 1.00 A. One Bagger Mixer (4-6) 1.00 1.00 B.concrete Vibrator 0.10 1.00 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)

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 4.00 Each Dpwh Standard Output Per Day (opd)= 2.00 Each 4.00 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 20.00 1.00 A. Safety Practitioner/officer (part Time) 30.00 1.00 B. First Aider C. Equipment And Water: Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 101(3)a.1 Removal Existing Concrete And Asphalt Pavement (0.23m Thk) Quantity 6,060.00 M2 Dpwh Standard Output Per Day (opd)= 20.00 M2 6060.00 M2 Removal Existing Concrete And Asphalt Pavement (0.23m Thk) Direct Cost: A. Materials: B. Manpower: Number Of Days 1.00 1.00 A. Construction Foreman 1.00 2.00 C. Unskilled Laborer Number Of Hours 1.00 1.00 Backhoe (0.80m3) 1.00 1.00 Payloader (1.50m3), Lx80-2c 0.50 1.00 Dump Truck (12yd3) 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 623.70 M³ Dpwh Standard Output Per Hour (oph)= 50.00 M³ 623.70 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, 230mm Thk Quantity 2,510.00 M2 Dpwh Standard Output Per Hour (oph)= 107.33 M2 2510.00 M2 Pcc Pavement (plain) -conventional Method, 230mm Thk Direct Cost: A. Materials: 0.43 Kg Reinforcing Steel Bar 0.29 L Curing Compound 0.12 L Asphalt Sealant 0.46 M Steel Form (rentals) 0.13 M³ Sand 0.23 M³ Gravel 2.19 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 1.00 One Bagger Mixer 1.00 2.00 Concrete Vibrator 0.13 1.00 Water Truck/pump (16000l) 1.00 1.00 Concrete Saw (7.5 Hp) , 14" Blade Ø 0.00 - Minor Tools (5% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 311(1) A2 Pcc Pavement (plain) -conventional Method, 200mm Thk Quantity 4,420.00 M2 Dpwh Standard Output Per Hour (oph)= 107.33 M2 4420.00 M2 Pcc Pavement (plain) -conventional Method, 200mm 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) 601(b) Sidewalk (100mm) Quantity 326.30 M2 Dpwh Standard Output Per Hour (oph)= 10 M2 326.30 M2 Sidewalk (100mm) Direct Cost: A. Materials: 0.29 L Curing Compound 0.12 L Asphalt Sealant 0.46 M Steel Form (rentals) 0.55 M³ Sand 0.10 M³ Gravel 0.95 Bag Cement 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 1.00 One Bagger Mixer 1.00 2.00 Concrete Vibrator 0.13 1.00 Water Truck/pump (16000l) 1.00 1.00 Concrete Saw (7.5 Hp) , 14" Blade Ø Minor Tools (5% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 606(2)a Pavement Markings (reflectorized Traffic Paint-white) Quantity 150.60 M2 Dpwh Standard Output Per Hour (oph)= 10 M2 150.60 M2 Pavement Markings (reflectorized Traffic Paint-white) Direct Cost: A. Materials: 1.00 L Reflectorized Traffic Paint (white) Minor Tools (5% Of Labor Cost) B. Manpower: Number Of Hours 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: Number Of Hours 0.05 1.00 Cargo Truck (2-5 Mt) Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax)

Details: Description 64 Sq. Ft. Tarpaulin 1 Pcs Coco Lumber 2"x3"x8' 300 Pcs Coco Lumber 2"x2"x10' 232 Pcs Coco Lumber 2"x3"x12' 38 Kg Common Wire Nail (assorted Sizes) 2 Sheets Marine Plywood, 4" X 8" X 1/4" Thk 232 Bags Portland Cement 19 Cu. M. Washed Sand 27.5 Cu. M. Washed Gravel 12 Pcs Deformed Bar, 20mmø X 6.0m 32 Pcs Deformed Bar, 16mmø X 6.0m 192 Pcs Deformed Bar, 12mmø X 6.0m 89 Lgth Deformed Bar, 10mmø X 6.0m 1 Shts 1/2" Steel Plate 20 Kgs 16 Mm Dia. X 30 Cm Machine Bolt With Nuts & Washer 43 Kgs G.i Tie Wire #16 14 Shts Marine Ply Wood 3/4" Thk 14 Gals Flat Latex 14 Gals Latex Gloss Cream 8 Pcs Baby Brush 10 Gals Conc. Neutralizer 2 Pcs Paint Tray 4 Pcs. Paint Brush#3 15 Bags Skim Coat 43 Lgth 6 Mm X 3" X 20' Angle Bar 60 Lgth 6 Mm X 2" X 20' Angle Bar 214 Lgth 6 Mm X 1" X 20' Angle Bar 11 Box 6012 Fujiweld Welding Rod 40 Gal 4171 Redlead 31 Gal Qde Paint 19 Gal Rust Converter 11 Gal Paint Thinner 95 Pcs Sandpaper (assorted) 30 Lgth 12 Mm. Dia. Round Bar 34 Shts 0.4 Mm X 11 M Long Span Rib Type 7 Pcs 18" X 18' Ridge/hipped Roll 180 Lgth 10 Mm Dia. Round Bar 1594 Pcs 2 1/2" Steel Tekscrew 41 Lgth Gutter #24 41 Lgth Metal Facia 42 Pcs Pvc Elbow#3 42 Lgth Pvc Pipe#3 50 Lgth 1/4''thk Angle Bars 8 Lgth Flushing Gutter 5 Box Revits 5 Pcs Metal Cutting Disc "4 84 Pcs Pvc Clip #3 6 Shts Corrugated Gi Sheets, Ga 24 X 10' 2 Kgs Umbrella Nails, 2 1/2" 14 Cans Pvc Solvent 3 Cu. M. Limestone 1180 Pcs Chb 4" 3 Lgth Pvc Pipe, 4" S1000 2 Pcs Pvc Wye, 4" S1000 4 Pcs Pvc 90 Elbow, 4" S1000 2 Pcs Pvc Cleanout, 4" S1000 2 Pcs Pvc Tee, 4" X 3" S1000 4 Lgth Pvc Pipe, 2" S1000 4 Pcs Pvc 90 Elbow, 2" S1000 2 Unit Water Closet 6 Lgth Ppr Pipe, 1/2" 4 Pcs Ppr Elbow, 1/2" 2 Pcs Ppr Tee, 1/2" 2 Pcs Faucet, 1/2" 2 Pcs Door Knob 2 Unit 2.10m X0.60m Pvc Door

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 6.00 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 3815.00 Man-days B. Safety Shoes 3890.48 Man-days C. Safety Vest 3890.48 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(1) Roadway Excavation(unsuitable) Quantity 9.90 M³ Dpwh Standard Output Per Day (opd)= 20.00 M³ 9.90 M³ Roadway Excavation(unsuitable) Direct Cost: A. Materials: 1.15 M³ Aggregate Base Course (w/ 15% Shrinkage) B. Manpower: Number Of Days 1.00 1.00 A. Construction Foreman 1.00 5.00 B. Unskilled Laborer C. Equipment And Water: 1.00 2.00 A. Dump Truck (10 Cu.m.) 1.00 1.00 B. Backhoe (0.80 Cu.m.) 0.10 1.00 C. Payloader (1.50 Cu.m.) At Disposal Site Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 201.00 Aggregate Base Course Quantity 43.95 M³ Dpwh Standard Output Per Day (opd)= 50.00 M³ 43.95 M³ Aggregate Base Course Direct Cost: A. Materials: 1.15 M³ Aggregate Base Course (w/ 15% Shrinkage) B. Manpower: Number Of Days 1.00 1.00 A. Construction Foreman 1.00 5.00 B. Unskilled Laborer C. Equipment And Water: 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 586.00 M2 Dpwh Standard Output Per Hour (oph)= 107.33 M2 586.00 M2 Pcc Pavement (plain) -conventional Method, 150mm Thk Direct Cost: A. Materials: 0.33 Kg Reinforcing Steel Bar Grade 0.29 L Curing Compound 0.12 L Asphalt Sealant 0.46 M Steel Form (rentals) 0.08 M³ Sand 0.15 M³ 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 10.00 B. Skilled Laborer 1.00 20.00 C. Unskilled Laborer C. Equipment And Water: Number Of Hours 1.00 4.00 One Baggermixer 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 Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax)

Details: Description Improvement Of Ilaya Multi-purpose Building, Glan Brgy. Ilaya, Glan, Sarangani Province (contract No. Infra- 2025-53) February 12, 2025 1. The Provincial Government Of Sarangani, Through The Ab 2025/20% Df Intends To Apply The Sum Of One Million Five Hundred Thousand Pesos Being The Approved Budget For The Contract (abc) To Payments Under The Contract For Improvement Of Ilaya Multi-purpose Building, Glan With Contract No. Infra-2025-53 Bids Received In Excess Of The Abc Shall Be Automatically Rejected At Bid Opening. 2. The Provincial Government Of Sarangani Now Invites Bids For The Above Procurement Project. Completion Of The Works Is Required Within Eighty Four Calendar Days (84cd). Bidders Should Have Completed 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). 3. Bidding Will Be Conducted Through Open Competitive Bidding Procedures Using Non-discretionary “pass/fail” Criterion As Specified In The 2016 Revised Implementing Rules And Regulations (irr) Of Republic Act (ra) No. 9184. 4. Interested Bidders May Obtain Further Information From The Provincial Government Of Sarangani And Inspect The Bidding Documents At The Address Given Below From 9:00 A.m. Until 3:00 P.m. 5. A Complete Set Of Bidding Documents May Be Acquired By Interested Bidders On February 12, 2025 – March 4, 2025 From Given Address 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 Thousand Pesos (₱5,000.00).the Procuring Entity Shall Allow The Bidder To Present Its Proof Of Payment For The Fees In Person. 6. The Provincial Government Of Sarangani Will Hold A Pre-bid Conference On February 18, 2025 At 2/f Conference Room, Pgso Building, Capitol Complex, Alabel, Sarangani And/or Through Videoconferencing/webcasting, Which Shall Be Open To Prospective Bidders. 7. Bids Must Be Duly Received By The Bac Secretariat Through Manual Submission At The Office Address As Indicated Below On Or Before March 4, 2025, At 9:00 A.m. Late Bids Shall Not Be Accepted. 8. All Bids Must Be Accompanied By A Bid Security In Any Of The Acceptable Forms And In The Amount Stated In Itb Clause 15. 9. Bid Opening Shall Be On March 4, 2025, 9:00 A.m. At The Given Address Below. Bids Will Be Opened In The Presence Of The Bidders’ Representatives Who Choose To Attend The Activity. 10. The Provincial Government Of Sarangani 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 Implementing Rules And Regulations (irr) Of Ra No. 9184, Without Thereby Incurring Any Liability To The Affected Bidder Or Bidders. 11. For Further Information, Please Refer To: Delmor D. Pascual Bac Secretariat 2/f Pgso Building, Capitol Complex Alabel, Sarangani Province Landline/facsimile: 083 508 3008 E-mail: Bacsecsarangani@gmail.com Atty. Jenric Y. Garcia [insert Name And Signature Of The Bac Chairperson Or Authorized Representative] Sarangani Province Contract Number: Infra-2025-53 Name Of The Procuring Entity Name Of The Contract: Location Of The Contract: Sarangani Province Standard Form Number : Sf-infr-55 Abc Php 1,500,000.00 Revised On: August 11, 2004 Contract Id: Infra-2025-53 Contract Name: Improvement Of Ilaya Multi-purpose Building, Glan Location: Brgy. Ilaya, Glan, Sarangani Province Bill Of Quantities Calendar Days: 84cd Description Qty Unit Unit Price Amount No. (pesos) (pesos) B.9 Mobilization/ Demobilization 1.00 L.s In Words: In Figures: Php In Figures: Php B.5 Project Billboard 1.00 Each In Words: In Figures: Php In Figures: Php B.7(2) Occupational Safety And Health Programs 1.00 L.s In Words: In Figures: Php In Figures: Php 801(1) Removal Of Structures And Obstruction 1.00 L.s In Words: In Figures: Php In Figures: Php 803(1)a Structure Excavation (common Soil) 14.49 Cu.m In Words: In Figures: Php In Figures: Php 803(3) Foundation Fill 3.31 Cu.m In Words: In Figures: Php In Figures: Php 804(1)b Embankment 3.80 Cu.m In Words: In Figures: Php In Figures: Php 900(1) Structural Concrete 7.71 Cu.m In Words: In Figures: Php In Figures: Php 902(1)a Reinforcing Steel (deformed), Grade 40 1,048.68 Kgs. In Words: In Figures: Php In Figures: Php 903(2) Formworks And Falseworks 17.50 Sq.m In Words: In Figures: Php In Figures: Php 1003(1)b1 5mm Marine Plywood On Metal Frame Ceiling 78.80 Sq.m In Words: In Figures: Php In Figures: Php Spl-1 0.4mm Metal Spandrel Soffits 40.00 Sq.m In Words: In Figures: Php In Figures: Php 1003(1)a1 Fascia Board 50.68 Sq.m In Words: In Figures: Php In Figures: Php 1013(2)a1 Fabricated Metal Roofing Accessory (gutter) 18.88 M In Words: In Figures: Php In Figures: Php 1013(2)a2 Fabricated Metal Roofing Accessory (flashing) 26.09 M In Words: In Figures: Php In Figures: Php 1014(1)b2 Prepainted Metal Sheets 118.88 Sq.m In Words: In Figures: Php In Figures: Php 1027(1) Cement Plaster Finish 193.78 Sq.m In Words: In Figures: Php In Figures: Php 1032(1) Painting Works 439.04 Sq.m In Words: In Figures: Php In Figures: Php 1046(2)a1 100mm Chb Non Load Bearing (including Reinforcing Steel) 9.12 Sq.m In Words: In Figures: Php In Figures: Php 1046(2)a2 150mm Chb Non Load Bearing (including Reinforcing Steel) 87.77 Sq.m In Words: In Figures: Php In Figures: Php 1047(1) Structural Steel 1.00 L.s In Words: In Figures: Php In Figures: Php 1601(1) Fill And Backfill 7.45 Cu.m In Words: In Figures: Php In Figures: Php Spl-2 Porcelain Tiles 19.82 Sq.m In Words: In Figures: Php In Figures: Php Spl-3 6mm Clear Glass Window 2.00 Sq.m In Words: In Figures: Php In Figures: Php Spl-4 Ronda Probinsya Artistic Logo 1.00 L.s In Words: In Figures: Php In Figures: Php Plumbing Works 1001(1)a7 Pvc Pipes With Fittings (100mm Dia. Pvc S1000) 14.00 Meter In Words: In Figures: Php In Figures: Php Electrical Works 1100(10) Conduits, Boxes & Fittings (conduits Works/ Conduit Rough-in) 1.00 L.s In Words: In Figures: Php In Figures: Php 1101(33) Wires And Wiring Devices 1.00 L.s In Words: In Figures: Php In Figures: Php 1103(1) Lighting Fixtures 1.00 L.s In Words: In Figures: Php In Figures: Php Total Bid Amount In Words: Pesos In Figures: Php Submitted By: Date: _________________ Name And Signature Of Bidder's Representative Position: Name Of Bidder:

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 6.00 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 22.40 M3 Dpwh Standard Output Per Day (opd)= 80.00 M3 22.40 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 15.68 M³ Dpwh Standard Output Per Hour (oph)= 50.00 M³ 15.68 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 448.00 M2 Dpwh Standard Output Per Hour (oph)= 107.33 M2 448.00 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 Pr#2025-01-0189 1. 30 Piece/s Lawaan Lumber 2" X 3" X 16' 2. 314 Piece/s Lawaan Lumber 2" X 2" X 16' 3. 18 Piece/s Marine Plywood 3/4" 4. 89 Piece/s Marine Plywood 1/4" 5. 12 Piece/s Ga. 24 X 12' Corr. Gi Sheet 6. 5 Kilo/s Cwn #4 7. 5 Kilo/s Cwn #2 1/2" 8. 4 Pack/s Vulcaseal 9. 3 Kg/s Umbrella Nails 10. 3 Kg/s Hardie Nails 11. 30 L.m. Pdx Wire #12 12. 30 L.m. Pdx Wire #14 13. 2 Piece/s 3-gang Outlet Surface Mount 14. 2 Piece/s Switch (surface Mount) 15. 2 Piece/s Bulb Receptacle 16. 1 Piece/s 18 Watts Led Light 17. 1 Piece/s 10 Watts Led Light 18. 39 Cu.m. Embankment Materials, Selected Borrow 19. 570 Bag/s Portland Cement 20. 24.71 Cu.m. Screened Sand 21. 42.41 Cu.m. 3/4" Dia. Screen Gravel 22. 243 Piece/s 16mm Dia. X 6m Def. Bar 23. 141 Piece/s 12mm Dia. X 6m Def. Bar 24. 303 Piece/s 10mm Dia. X 6m Def. Bar 25. 83 Kg/s #16 Gi Tire Wire 26. 16 Piece/s Marine Plywood 1/2" 27. 93 Kg/s Assorted Cwn 28. 22 Piece/s Cabinet Handle 29. 22 Pair/s Concealed Hinges, Screws 30. 5 Kg/s Finishing Nails #2 31. 7 Kg/s Finishing Nails #1 1/2 32. 15 Piece/s Lawaan 2" X 6" X 16' 33. 17 Piece/s Lawaan 2" X 4" X 16' 34. 8 Piece/s Lawaan 1" X 12" X 16' 35. 2.16 Sq.m. W-01: Sliding Type Glass Window With Dark Tint Glass In Analoc Aluminum Framing With Complete Accessories (1.80m X 1.20m) (1 Set) 36. 2.88 Sq.m. W-02: Sliding Type Glass Window With Dark Tint Glass In Analoc Aluminum Framing With Complete Accessories (1.20m X 1.20m) (2 Sets) 37. 0.72 Sq.m. W-03: Awning Type Glass Window With Dark Tint Glass In Analoc Aluminum Framing With Complete Accessories (0.60m X 0.60m) (2 Sets) 38. 0.32 Sq.m. W-04: Awning Type Glass Window With Dark Tint Glass In Analoc Aluminum Framing With Complete Accessories (0.40m X 0.40m) (2 Sets) 39. 1.00 Set/s Door 1: Pvc Flush Door On Pvc Jamp With Complete Set And Accessories (0.70m X 2.10m) 40. 1.89 Sq.m. Door 1: Moulded Honeycomb Corewooden Door (0.80m X 2.10m, Qty=1) 41. 1.47 Sq.m. Door 2: Moulded Honeycomb Corewooden Door (0.70m X 2.10m, Qty=1) 42. 2 Set/s Hinges And Locksets 43. 37.44 Sq.m. Glazed Tiles (2nd Floor - Indoor, Kitchen Counter & Plash Board, Cr, Wall) 44. 13 Cu.m. Fine Sand 45. 9 Bag/s Tile Grout 46. 11 Bag/s Tile Adhesive 47. 15 L.m. Pvc Tile Trims (cr Wall And Splash Board) 48. 3 Tube/s Nor More Nails 49. 102.96 Sq.m. Unglazed Tiles, Non Skid 50. 43.92 L.m. Stair Nosing 51. 12 Cu.m. Wash Sand 52. 2,969 Piece/s Chb #4" 53. 6 Piece/s Putty Plate 54. 10 Piece/s Paint Roller #6" 55. 8 Piece/s Mini Roller 56. 8 Piece/s Paint Tray 57. 3 Piece/s Paint Brush #3" 58. 13 Piece/s Paint Brush #1 1/2" 59. 60 Piece/s Sanding Paper 60. 5 Gal/s Concrete Neutralizer 61. 2 Can/s Tinting Color (optional) 62. 12 Gal/s Patching Compound 63. 10 Gal/s Concrete Sealer / Primer 64. 19 Gal/s Semi Gloss Latex Paint (two Coats) 65. 7 Gal/s Glazzing Putty 66. 6 Gal/s Flat Wall Enamel Primer 67. 6 Gal/s Enamel Quick Dry Paint 68. 34 Liter/s Paint Thinner 69. 2 Pint/s Tinting Color (optional) 70. 1 Gal/s Metal Primer Gray 71. 2 Gal/s Enamel Paint 72. 4 Piece/s 1" X 3" Gi Tubular 1.5mm Thk X 6m. (4) 73. 3 Piece/s 2" X 2" Gi Tubular 1.5mm Thk X 6m. (3) 74. 16 Piece/s 1" X 1" Gi Tubular 1.5mm Thk X 6m. (16) 75. 1 Kg/s Welding Rod 76. 1 Pack/s Grinding Disk 77. 1 Pack/s Cutting Disk 78. 1 Length/s 100mm Dia. Pvc Pipe S1000 (3m) 79. 2 Piece/s 100mm Dia. Pvc Wye 80. 1 Piece/s 100mm Dia. Pvc Elbow 90 Degree 81. 2 Piece/s 100mm X 50mm Dia. Pvc Bushing Reducer 82. 9 Piece/s 50mm Dia. Pvc Pipe S1000 (3m) 83. 4 Piece/s 50mm Dia. Pvc Elbow P-trap 84. 1 Piece/s 50mm Dia. Pvc Tee 85. 10 Piece/s 50mm Dia. Pvc Elbow 90 Degree 86. 9 Piece/s 50mm Dia. Pvc Elbow 45 Degree 87. 3 Piece/s 50mm Dia. Pvc Wye 88. 9 Piece/s 50mm Dia. Pvc Coupling 89. 2 Can/s Pvc Solvent Cement 90. 12 Piece/s 75mm Dia. X 3m Pvc Sanitary Pipe 91. 14 Piece/s 75mm Dia. X 87.5 Degree Pvc Sanitary Elbow 92. 10 Piece/s 75mm Dia. X 45 Degree Pvc Sanitary Elbow 93. 4 Piece/s 75mm Dia. X 50mm Dia Pvc Sanitary Reducer Tee 94. 12 Piece/s 75mm Dia Pvc Sanitary Coupling 95. 2 Piece/s 50mm Dia. Pvc Pipe S1000 (3m) 96. 4 Piece/s 50mm Dia. Pvc Elbow 90 Degree 97. 6 Piece/s Storm Drain Strainer (stainless) 98. 4 Piece/s Floor Drain (stainless) 99. 27 Set/s Pipe Clamps (80mm Dia) With Screws 100. 2 Can/s Pvc Solvent Cement 101. 187 Piece/s Galvanized Metal Grating (0.3 X 0.3) 102. 1 Cu.m. Gravel 3/4 103. 0.50 Cu.m. Gravel Bedding 104. 1 Length 3" Dia 3m Upvc Sanitary Pipe 105. 4 Piece/s 3" Dia X 3" Dia Upvc Saniatry Tee 106. 4 Piece/s 3" Dia Upvc Sanitary Cleanout 107. 1 Can/s Pvc Solvent 108. 1 Set/s Water Closet With Complete Accessories, Angle Valve, Flex-hose, Etc. 109. 1 Set/s Lavatory With Faucet And Complete Accessories, Angle Valve, Flex-hose, Etc. 110. 1 Set/s Urinal With Complete Accessories 111. 1 Set/s Tissue Holder 112. 1 Set/s Bidet With Holder And Accessories 113. 1 Set/s Floor Drain 114. 1 Set/s Hose Bib Faucet (metallic) 115. 1 Set/s Double Tub Kitchen Sink (stainless) 116. 1 Set/s Flexible Kitchen Faucet (u-shaped) 117. 2 Set/s Gate Valve 118. 10 Length/s 20mm Dia. Ppr Pipe (4-m) 119. 10 Piece/s 20mm Dia. Ppr Plain Coupling 120. 13 Piece/s 20mm Dia. Ppr Elbow 90 Degree (plain Ends) 121. 5 Piece/s 20mm Dia. Ppr Elbow 90 Degree (one-end Threaded) 122. 5 Piece/s 20mm Dia. Ppr Tee 123. 2 Set/s 1/2" Gate Valve (bronze/brass) 124. 1 Piece/s Teflon Tape 125. 80.34 Sq.m. Prepainted Metal Sheets (rib Type, Long Span, Gauge 24) 126. 766.00 Kg/s Tek Screw 127. 6.20 L.m. Pre-fab Ridge Roll 128. 16.32 L.m. Pre-fab Hip Roll 129. 35 L.m. Pre-fab. Gutter, 0.60mm 130. 105 Piece/s 12" X 1" Plain Gi Strap 131. 560 Piece/s Blind Rivets 132. 15 Piece/s 1 1/4" - Dia Rigid Pvc Conduit, Sch. 80 133. 5 Piece/s 1 1/4" - Dia Rigid Pvc Long Elbow 134. 8 Piece/s 1 1/4" - Dia Rigid Pvc Electrical Coupling 135. 3 Piece/s 1 1/4" - Dia Rigid Pvc Male Adoptor 136. 50 Piece/s 1 1/4" - Dia Rigid Pvc Conduit Clamp 137. 51 Piece/s 1/2" - Dia Rigid Pvc Conduit, Sch. 80 138. 45 Piece/s 1/2" - Dia Rigid Pvc Long Elbow 139. 30 Piece/s 1/2" - Dia Rigid Pvc Electrical Coupling 140. 60 Piece/s 1/2" - Dia Rigid Pvc Male Adoptor 141. 200 Piece/s 1/2" - Dia Rigid Pvc Conduit Clamp 142. 20 Piece/s Pvc Junction Box 143. 11 Piece/s Pvc Utility Box 144. 7 Piece/s Pvc 4x4 Splicing Box 145. 1 Roll/s Pvc Flexible Conduit (1/2") 146. 45 Meter/s 14mm Sq. Thhn Stranded Wire, Black 147. 45 Meter/s 14mm Sq. Thhn Stranded Wire, White 148. 1 Box/es 3.5mm Sq. Thhn Stranded Wire, Black 149. 1 Box/es 3.5mm Sq. Thhn Stranded Wire, White 150. 1 Box/es 3.5mm Sq. Thhn Stranded Wire, Green 151. 1 Box/es 5.5mm Sq. Thhn Stranded Wire, Black 152. 2 Kg/s Gi Tie Wire #12 153. 2 Kg/s Gi Tie Wire #16 154. 5 Set/s Duplex Convenience Outlet With Ground 155. 1 Set/s Universal Gfci Convenience Outlet 156. 1 Set/s Ref Outlet 20a, Single Outlet With Ground 157. 1 Set/s 1 - Gang Switch 158. 2 Set/s 2 - Gang Switch 159. 5 Roll/s Electrical Tape - Big 160. 1 Set/s 1 Main + 6 Branches Single Phase Panelboard With Ground, Center Main, 100af, Nema-1, Recessed Type Bolt-on 161. 1 Piece/s 60at/100af, 2p, Molded Case Circuit Breaker, Bolt-on 162. 3 Set/s 20at/50af, 2p, Molded Case Circuit Breaker, Bolt-on 163. 2 Set/s 30at/50af, 2p, Molded Case Circuit Breaker, Bolt-on 164. 1 Set/s Grounding Rod (5/8 X 10ft) 165. 1 Set/s Grounding Clamp 166. 2 Set/s 18 Watts Led Downlight Lighting Fixture, Recessed Mounted, Daylight, Round-type 167. 15 Set/s 12 Watts Led Downlight Lighting Fixture, Recessed Mounted, Daylight, Round-type 168. 1 L.s. Lawn Grass (1ft X 1ft) Ornamental Plants, Peebles 169. 300 Liter/s Diesel Fuel

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) 103(1)a Structure Excavation (common Soil) Quantity 264.00 M3 Dpwh Standard Output Per Day (opd)= 20.00 M3 264.00 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 Number Of Hours 1.00 2.00 A. Dump Truck (12 Yd3) 1.00 1.00 B. Backhoe (0.80 M3) C. Equipment And Water: Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 101(3)a.1 Removal Existing Concrete A (0.15m Thk) Quantity 220.00 M2 Dpwh Standard Output Per Day (opd)= 20.00 M2 220.00 M2 Removal Existing Concrete A (0.15m Thk) Direct Cost: A. Materials: B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 2.00 C. Unskilled Laborer Number Of Hours 1.00 1.00 Backhoe (0.80m3) 1.00 1.00 Payloader (1.50m3), Lx80-2c 0.50 1.00 Dump Truck (12yd3) 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 25.20 M³ Dpwh Standard Output Per Hour (oph)= 50.00 M³ 25.20 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, 200mm Thk Quantity 220.00 M2 Dpwh Standard Output Per Hour (oph)= 107.33 M2 220.00 M2 Pcc Pavement (plain) -conventional Method, 200mm 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) 404.00 Reinforcing Steel Bar, Grade 40 (minor Structures) Quantity 7,235.96 Kg Dpwh Standard Output Per Hour (oph)= 180 Kg 7235.96 Kg Reinforcing Steel Bar, Grade 40 (minor Structures) Direct Cost: A. Materials: 0.02 Kg Tie Wire (2% Of Rsb) 1.05 Kg Reinforcing Steel Bar , Grade 40 (w/ 5% Wastage) B. Manpower: Number Of Hours 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: Number Of Hours 0.50 1.00 A. Bar Cutter 0.50 1.00 B. Bar Bender 0.15 1.00 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 (drainage Flooring, Wall And Sidewalk) Quantity 55.20 M3 Dpwh Standard Output Per Hour (oph)= 1.4 M3 55.20 M3 Structural Concrete Class A (drainage Flooring, Wall And 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 1.00 4.00 B. Skilled Labor 1.00 8.00 C. Unskilled Labor Installation /removal Of Formworks 1.00 4.00 A. Skilled Laborer 1.00 8.00 B. Unskilled Laborer C. Equipment And Water: Number Of Hours 1.00 1.00 A. One Bagger Mixer (4-6) 1.00 1.00 B.concrete Vibrator 0.10 1.00 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)

Description: CATEGORY: Tin spray , Roll Emery Sheet , Cutter Blade , Vinyl Sticker , Vinyl Reflective Sticker , Fiber Tape , Cotton Waste , Baniyan Waste Cloth , Fiber Glass Chopped Trand Mate , Fevibond , Araldite Rapid 90G , Plywood Veneer 2mm 8 Feet x 4 Feet , Plywood Veneer 3mm 8 Feet x 4 Feet , Cycle Spokes , Syringe , Cello Tape 2 Inch