Plywood Tenders

Details: Description Construction Of Parking Area And Perimeter Fence, Bgy. Rio Tuba, Bataraza, Palawan Description Of Works: Item I. A17:f47 Layout/staking & Excavation A. Materials: ----none---- B. Equipment Rental:----none---- C. Manpower: Four (4) Laborers Item Ii. Concrete And Masonry Works A. Materials: 215 Bags 40 Kg. Portland Cement 42 Cu.m. Washed Gravel (3/4") 28 Cu.m. Screen Sand 26 Cu.m. Fine Sand 2410 Pcs Chb #4 B. Labor: One (1) Foreman Two (2) Mason/carpenter Eight (8) Laborers Item Iii. Reinforce Steel Bar A. Materials: 85 Pcs 12mmø-6.00 L.m. 330 Pcs 10mmø-6.00 L.m. 60 Kgs Tie Wire # 16 B. Labor: One (1) Foreman One (1) Mason/carpenter Five (5) Laborers Item Iv. Formworks & Scaffolding A. Materials: 25 Pcs 1/2" Thk. Ord. Plywood 34 Kgs Cwn Assorted 419 Bd.ft. Coco Lumber, 2"x2"x12'=100pcs B. Labor: One (1) Foreman Eight (8) Laborers Item V. Painting Works A. Materials: 16 Gals Semi-gloss Latex, White 26 Gals Latex Paint ( Color May Vary) 15 Gals Concrete Neutralizer 62 Bags Skim Coat 3 Sets Roller Brush, 6" W/ Plate 80 Pcs Sanding Paper #120 80 Pcs Sanding Paper #100 3 Pcs Baby Roller, 4" 5 Pcs Paint Brush, 1" 2 Pcs Paint Brush, 4" B. Labor: One (1) Foreman Eight (8) Laborers Item Ii. Installation Of Rcpc 24" A. Materials: 10 Pcs 24"ø Rcpc 30 Bags 40 Kg. Portland Cement 6 Cu.m. Washed Gravel (3/4") 4 Cu.m. Screen Sand B. Labor: One (1) Foreman Two (2) Mason/carpenter Eight (8) Laborers Schedule Of Activities: Posting And Issuance Of Bids = January 22, 2025 Pre-bid Conference = January 30, 2025 Deadline Of Submission And Opening Of Bids = February 11, 2025 Cost Of Bid Documents = Php 1,000.00

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) 100(1) Cleaning & Grubbing (with Stripping) Quantity 0.02 Ha Dpwh Standard Output Per Day (opd)= 0.05 Ha 0.02 Ha Cleaning & Grubbing (with Stripping) Direct Cost: A. Materials: B. Manpower: Number Of Hours 1.00 2.00 A. Dump Track (12 Yd3) 1.00 1.00 B. Payloader ( 1.50 M3) 1.00 1.00 C. Bulldozer, D^h Series Ii Psds/ Dd) 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 6.18 M³ Dpwh Standard Output Per Hour (oph)= 50.00 M³ 6.18 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 412.00 M2 Dpwh Standard Output Per Hour (oph)= 107.330 M2 412.00 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 Qty Unit Article/description 1 Lot Supplies And Materials For Repair And Maintenance Of Offices For Iso 2 Pcs 1 1/2 Tubular 1.2mm 15 Roll Butyl Tape 3m/roll 1 Pcs Caulking Gun 2 Pcs Door Hinges 3x3 (ball Bearing) 1 Pcs Door Knob 1 Pcs Exhaust Fan 3 Gallon Leakplug, Rapid Setting Mortar, 1kg 2 Pcs Marine Plywood 1/4" 6 Gallon Plexibond, Cementitious Water Proofing 10 Bottle Roof Sealant 10 Pcs Pvc Faucet, Gooseneck, White 10 Pcs Flexible Hose 1/2", Stainless 10 Pcs Angle Valve 1/2", Plastic 10 Set Toilet Flush, Lever Type 35 Pcs 2 Gang Flush Type Outlet 60 Pcs Electrical Moulding 1/2"x8' 25 Pcs Electrical Moulding 1"x8' 35 Pcs Plastic Switch Box X-x-x-x-x-x-x-x-x-x-x-x-x-nothing Follows-x-x-x-x-x-x-x-x-x-x-x-x

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 4.50 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) 803(1)a Structure Excavation (common Soil) Quantity 60.00 M3 Dpwh Standard Output Per Day (opd)= 20.00 M3 60.00 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 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 64.50 M3 Dpwh Standard Output Per Day (opd)= 9.84 M3 64.50 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) 100(1) Cleaning & Grubbing (with Stripping) Quantity 0.03 Ha Dpwh Standard Output Per Day (opd)= 0.05 Ha 0.03 Ha Cleaning & Grubbing (with Stripping) Direct Cost: A. Materials: B. Manpower: Number Of Hours 1.00 2.00 A. Dump Track (12 Yd3) 1.00 1.00 B. Payloader ( 1.50 M3) 1.00 1.00 C. Bulldozer, D^h Series Ii Psds/ Dd) 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 8.16 M³ Dpwh Standard Output Per Hour (oph)= 50.00 M³ 8.16 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 408.00 M2 Dpwh Standard Output Per Hour (oph)= 107.330 M2 408.00 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 Republic Of The Philippines Province Of Misamis Occidental Municipality Of Plaridel Invitation To Apply For Eligibility And To Bid The Barangay Local Government Unit, Blgu-lao Proper, Plaridel, Misamis Occidental, Through Cy2024 20% Development Fund, Invites Suppliers/manufacturers/distributors To Apply For Eligibility And To Bid As Per Sangguniang Barangay Resolution No. 12, S. 2025 For The Hereunder Project: Name Of Project : Repair Improvement Of Multi-purpose Building Location : Lao Proper, Plaridel, Misamis Occidental Project Cost : 143,704.00 Description : Goods Duration Of Contract : 5 Days Item No. Description Unit Quantity 1. Portland Cement Bags 35 2. Sand Cu.m. 3 3. Gravel Cu.m. 6 4. 10mmᴓ Def. Bars Pcs 36 5. #16 Tie Wires Kl 1 6. ½” ᴓ G.i. Pipe (s-40) Pcs 10 7. 1” ᴓ G.i. Pipe (s-40) Pcs 3 8. 1/4" X 1 ½” Angle Bar/equiv. Pcs 2 9. Bearing 501/equiv. Pcs 5 10. Welding Rod Kls 2 11. ½” ᴓ G.i. Pipe (s-40) Pcs 10 12. 1” ᴓ G.i. Pipe (s-40) Pcs 2 13. Welding Rod (small) Kls 1 14. 1” ᴓ G.i. Pipe (s-40) Pcs 6 15. ½” ᴓ G.i. Pipe (s-40) Pcs 30 16. Cut-off Disc Small Metal Pcs 6 17. Welding Rod (small) Kls 2 18. Steel Door – Padlock Yale/equiv. Pcs 4 19. 1” X 1” Tubular Bar Pcs 5 20. 30x60 Cm Wall Tile (4 Layers) Pcs 45 21. Frame: 40 X 60 M Wall Hang Mirror/equiv. Pc 1 22. Small Lavatory Complete W/ Fittings Set 1 23. 50x50cm Outdoor Tile Pcs 12 24. Tile Trim Pcs 4 25. Tile Cement Adhesive Bag 1 26. Tile Grout Kls 1 27. Fab. Toilet Door W/ Hinges & Doorknob Set 1 28. Floor Drain Pc 1 29. Faucet Pc 1 30. Water Closet W/ Plastic Cover (color) Pc 1 31. 2” X 2” Wood Stick Bndle 3 32. Marine Plywood ¼” Thk. Pcs 2 33. Assorted Cw Nails Kl 3 34. Pvc Pipe 1/2" ᴓ (blue) L 1 35. Pvc Tee 1/2" ᴓ (blue) Pcs 2 36. Pvc Elbow 90 Deg. 1/2 ᴓ (blue) Pcs 4 37. Pvc Pipe 2” ᴓ (orange) L 3 38. Pvc Tee 4”x2” ᴓ (orange) Pc. 2 39. Pvc Elbow 90 Deg. 2” ᴓ (orange) Pc 3 40. Pvc Adhesive Lot 1 41. Faucet Set 1 42. Floor Drain (plastic) Pcs 2 43. Gate Valve Pc 1 44. Teflon Tape Pc 1 45. Enamel Paint Flat Gal 1 46. Ready Mixed Enamel Paint / Optional Color Gal 1 47. Nalcrete / Masonry Paint Gals 2 48. Ready Mixed Nalcrete Paint (optional) Gal 1 49. Steel Paint / Optional Gals 2 50. Rush Remover Gals 3 51. Paint Thinner Gals 2 52. Paint Roller & Basin Pcs 4 53. Paint Brush #2 Pcs 6 X------------------------------------------------------------x Delivery Period : To Be Delivered Within Five (5) Working Days Upon Receipt Of Po Prospective Bidders Should Have Experience In Undertaking A Similar Project Within At Least Two (2) Years With An Amount Of At Least 50% Of The Proposed Project For Bidding. The Eligibility Check/screening As Well As The Preliminary Examination Of Bids Shall Use Non-discriminatory “pass / Fail” Criteria. Post Qualification Of Lowest Calculated Bid Shall Be Conducted. All Particulars Relative To Eligibility Statement And Screening, Bid Security, Performance Of Security, Evaluation Of Bids, Post Qualification And Award Of Contract Shall Be Governed By The Pertinent Provisions Of R.a. 9184 And Its Implementing Rules And Regulation (irr). The Complete Schedule Of Activities Is Listed As Follows: Activities Schedule 1. Issuance Of Bid Documents February 4, 2025 3. Dropping Of Bids February 11, 2025, 9:00a.m. @ Bac/mpdc Office 4. Opening Of Bids February 11, 2025, 9:00a.m. @ Bac/mpdc Office Bid Documents Will Be Available Only To Prospective Bidders Upon Payment Of A Non-refundable Amount Of Php500.00 For The Project To Lgu-plaridel Municipal Treasurer. The Lgu-plaridel Assume No Responsibility Whatsoever To Compensate Or Indemnify Bidders For Any Expenses Incurred In The Preparation Of The Bid (sgd) Harvey C. Jumawan Mpdo – Bac Chairman

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) 100(1) Cleaning & Grubbing (with Stripping) Quantity 0.02 Ha Dpwh Standard Output Per Day (opd)= 0.05 Ha 0.02 Ha Cleaning & Grubbing (with Stripping) Direct Cost: A. Materials: B. Manpower: Number Of Hours 1.00 2.00 A. Dump Track (12 Yd3) 1.00 1.00 B. Payloader ( 1.50 M3) 1.00 1.00 C. Bulldozer, D^h Series Ii Psds/ Dd) 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 18.00 M³ Dpwh Standard Output Per Hour (oph)= 50.00 M³ 18.00 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 400.00 M2 Dpwh Standard Output Per Hour (oph)= 107.33 M2 400.00 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)

Description: BOQ ITEMS: Plywood Commercial 8 x 4 x 12 MM, T Face Veneer 8 X 4 X 4 MM, Plywood Commercial 7 x 3 x 12 MM, Plywood Commercial 8 x 4 x 18 MM, French Polish, Teak Wood batten 75mm x 50mm x 6, Plywood Commercial 8 x 4 x 6 MM, Teak Wood beading 25 x 25mm, Plywood Commercial 8 x 4 x 4 MM, Teak face plastic laminated sheet 8x4x1mm, Teakwood beading 100 x 25 x 6, Teak wood beading 20 x 6mm, Fevicol, Looking mirror of table dressing ladies of size 48x15x5 5 mm, Prelaminated Partical Board 8 x 6 x 18mm, Looking mirror of table dressing gents of size 30x15x5 5mm, Teak wood beading 15x15mm, Gloves for polishing work, Chandras, Raw saina powder, Malmal cloth whith, Screw 60 x 8 Nos, Nails wire 25mm, Screw 20 x 8 Nos, Sand paper no 80, Nails wire 35 mm, Nails wire 20 mm, Plywood 7 X 3 X 12mm BWR Grade , Wood Primer , Enamel Oil Paint , Bidding patti 3mm length 7 ft long

Details: Description 1. 120 "set(s)" "100 - Watts Led Street Light -" "" 100-265 Volts, 12,000 Lumens, Ip65, Bridgelux Chips Meanwell Driver, Daylight, Size: 725 X 285 X 82mm With Photo Control Switch And Attached Holder 2. 120 Units Steel Pole, 20'l W/ Attached Swinging Cleaves And Insulator 3. 120 "unit(s)" "steel Pole, 20'l -" "" 4. 16 "roll(s)" "service Drop Wire, # 6 -" "" 5. 5 "roll(s)" "thhn Stranded Wire #12 -" "" 6. 1 "roll(s)" "thhn Stranded Wire #8 (red) -" "" 7. 1 "roll(s)" "thhn Stranded Wire #8 (black) -" "" 8. 20 "roll(s)" "electrical Tape, Big -" "" 9. 173 "bag(s)" "portland Cement, 40kgs -" "" 10. 19 "cu.m." "fw Gravel -" "" 11. 10 "cu.m." "fw Sand -" "" 12. 639.36 "kilogram(" "rsb, 12mm X 6m 120-pcs -" "" 13. 443.52 "kilogram(" "rsb, 10mm X 6m 120-pcs -" "" 14. 30 "kilogram(" "tie Wire # 16 -" "" 15. 8 "sheet(s)" "marine Plywood, 4x8x1/4"" Thk -" "" 16. 213.34 "board Fee" "coco Lumber, 2x2x8, 80 Pcs -" "" 17. 1 "kilogram(" "cw Nails 1"" -" "" 18. 4 "kilogram(" "cw Nails, 4"" -" "" 19. 4 "kilogram(" "cw Nails, 3"" -" "" 20. 3 "piece(s)" "pull Box, 12""x12"" -" "" 21. 10 "piece(s)" "entrance Cap,3/4"",pvc Pipe(orange) -" "" 22. 6 "piece(s)" "circuit Breaker, 30 Amp. Wl Plastic Cover -" "" 23. 10 "length" "pvc Pipe 3/4""'orange -" "" 24. 10 "piece(s)" "long Elbow 3/4"" -" "" 25. 10 "piece(s)" "short Elbow 3/4"" -" "" 26. 1 "can(s)" "pvc Solvent -" "" 27. 3 "unit(s)" "kw Hour Meter -" "" 28. 3 "piece(s)" "ground Rod W/ Clip -" "" ************************************************************ Purpose: Construction Of Footing, Pedestal And Installation Of Steel Pole, Led Street Lights And Accessories , Barangay Rizal To Barangay Matin-ao, Maasin City, Southern Leyte

Description: Scrap Coach Bearth Seats Including Upper/middle/lower Berth Released From Sleeper/ac Coaches Three Or Two Seater Coach Seats Cushions And Luggage Carriers With Or Without Back Rest And Ms Attchment Thease Items Are Made From A Mix Of Material Including Ferrous Metals/ss Rexine Plywood Foam Recron And Others Available In Various Sizes And Are With Or Without Ms Under Frame Lying In Two Stacks One In Plot No 6 Other In Plot No 15 Gst 18% Hsn 72044900

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 20.00 M3 Dpwh Standard Output Per Day (opd)= 80.00 M3 20.00 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 22.56 M³ Dpwh Standard Output Per Hour (oph)= 50.00 M³ 22.56 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 376.00 M2 Dpwh Standard Output Per Hour (oph)= 107.33 M2 376.00 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) 404.00 Reinforcing Steel Bar, Grade 40 (minor Structures) Quantity 240.30 Kg Dpwh Standard Output Per Hour (oph)= 180 Kg 240.30 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 (apron, Head Wall And Wing Wall) Quantity 1.34 M3 Dpwh Standard Output Per Hour (oph)= 1.4 M3 1.34 M3 Structural Concrete Class A (apron, Head Wall And Wing Wall) 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)