Earthwork Tenders

Details: Description I. Project Billboard Pc. 1.00 Ii. Temporary Facility Lot 1.00 Iii. Occupational Safety And Health Program Lot 1.00 Iv. Demolition Works (existing Building) A. Slab And Wall Cu.m. 136.90 B. Column And Beam Cu.m. 14.82 V. Disposal Of Debris Lot 1.00 Vi. Layout/staking And Safety Enclosure Lot 1.00 Vii. Earthworks A. Excavation Works (manual) Cu.m. 367.53 B. Backfilling Works Cu.m. 265.04 C. Earthfill Cu.m. 148.02 D. Gravel Bedding Cu.m. 22.40 E. Water Pump Rental Lot 1.00 Viii. Concrete Works A. 3500 Psi Ready Mix Pcd @ 28 Days Cu.m. 250.66 B. Reinforcing Bars Kgs. 42,636.61 C. Formworks Sq.m. 1,379.66 D. Pumpcrete Rental Lot 1.00 Ix. Metal Deck (1.00mm) Sq.m. 507.79 X. Shoring Jack Rental Lot 1.00 Xi. Masonry Works A. 5" Chb Laying Sq.m. 926.89 B. Plastering Works (rough) Sq.m. 2,808.37 Xii. Steel Works A. Roof Truss Kgs. 6,528.98 B. Stair Railings, Handrails, Safety Grilles And Fire Exits Lot 1.00 C. Stainless Steel Pwd Railings Lot 1.00 Xiii. Roofing Works A. Tinsmithry Sq.m. 378.00 B. Steel Works Accessories Lot 1.00 C. Bended/roof Accessories Lot 1.00 Xiv. Doors And Windows Lot 1.00 Xv. Ceiling Works Sq.m. 842.16 Xvi. Waterproofing Works Sq.m. 66.80 Xvii. Tile Works A. 40cm X 40cm Floor Tiles Sq.m. 814.74 B. 30cm X 30cm Comfort Room Tiles Sq.m. 251.98 C. Stairnosing Lot 1.00 Xviii. Painting Works A. Interior Surface Preparation Sq.m. 1,404.19 B. Exterior Surface Preparation Sq.m. 1,404.19 C. Masonry/concrete Surfaces Sq.m. 2,808.37 D. Steel Surfaces Sq.m. 849.20 E. Ficem Board Surfaces Sq.m. 842.16 F. Scaffolding Rental Lot 1.00 Xix. Plumbing And Sanitary Works Lot 1.00 Xx. Septic Vault Lot 1.00 Xxi. Catch Basins Lot 1.00 Xxii. Cistern Tank Lot 1.00 Xxiii. Fire Protection Works Lot 1.00 Xxiv. Pump And Tank Lot 1.00 Xxv. Pump House Lot 1.00 Xxvi. Electrical Works Lot 1.00

Details: Description I. Project Billboard Pc. 1.00 Ii. Temporary Facility Lot 1.00 Iii. Occupational Safety And Health Program Lot 1.00 Iv. Demolition (existing Building) Cu.m. 105.80 V. Disposal Of Debris Lot 1.00 Vi. Layout/staking And Safety Enclosure Lot 1.00 Vii. Earthworks A. Excavation Works (manual) Cu.m. 273.03 B. Backfilling Works Cu.m. 209.66 C. Earthfill Cu.m. 277.62 D. Gravel Bedding Cu.m. 21.22 Viii. Concrete Works A. 3500 Psi Ready Mix Pcd @ 28 Days Cu.m. 165.66 B. Reinforcing Bars Kgs. 27,054.88 C. Formworks Sq.m. 969.11 D. Pumpcrete Rental Lot 1.00 Ix. Metal Deck (1.00mm) Sq.m. 253.9 X. Shoring Jack Rental Lot 1.00 Xi. Masonry Works A. 5" Chb Laying Sq.m. 692.81 B. Plastering Works (rough) Sq.m. 2,011.95 Xii. Steel Works A. Roof Truss Kgs. 6,528.98 B. Stair Railings, Handrails, Safety Grilles And Fire Exits Lot 1.00 C. Stainless Steel Pwd Railings Lot 1.00 Xiii. Roofing Works A. Tinsmithry Sq.m. 378.00 B. Steel Works Accessories Lot 1.00 C. Bended/roof Accessories Lot 1.00 Xiv. Doors And Windows Lot 1.00 Xv. Ceiling Works Sq.m. 593.06 Xvi. Waterproofing Works Sq.m. 44.53 Xvii. Tile Works A. 40cm X 40cm Floor Tiles Sq.m. 546.94 B. 30cm X 30cm Comfort Room Tiles Sq.m. 148.31 C. Stairnosing Lot 1.00 Xviii. Painting Works A. Interior Surface Preparation Sq.m. 1,005.98 B. Exterior Surface Preparation Sq.m. 1,005.98 C. Masonry/concrete Surfaces Sq.m. 2,011.95 D. Steel Surfaces Sq.m. 849.20 E. Ficem Board Surfaces Sq.m. 969.11 F. Scaffolding Rental Lot 1.00 Xix. Plumbing And Sanitary Works Lot 1.00 Xx. Septic Vault Lot 1.00 Xxi. Catch Basins Lot 1.00 Xxii. Cistern Tank Lot 1.00 Xxiii. Fire Protection Works Lot 1.00 Xxiv. Pump And Tank Lot 1.00 Xxv. Pump House Lot 1.00 Xxvi. Electrical Works Lot 1.00 Spl. Individual Cutting Of Trees Lot 5.00

Details: Description I. Project Billboard Pc 1.00 Ii. Temporary Facility Lot 1.00 Iii. Occupational Safety And Health Program Lot 1.00 Iv. Demolition (existing Building) Cu.m. 70.00 V. Disposal Of Debris Lot 1.00 Vi. Layout/staking And Safety Enclosure Lot 1.00 Vii. Earthworks A. Excavation Works (manual) Cu.m. 169.16 B. Backfiling Works Cu.m. 112.60 C. Earthfill Cu.m. 368.00 D. Gravel Bedding Cu.m. 19.60 Viii. Concrete Works A. 3500 Psi Ready Mix Pcd @ 28 Days Cu.m. 223.19 B. Reinforcing Bars Kgs. 41,417.20 C. Formworks Sq.m. 892.50 D. Pumpcrete Rental Lot 1.00 Ix. Metal Deck (1.00mm) Sq.m. 507.79 X. Shoring Jack Rental Lot 1.00 Xi. Masonry Works A. 5" Chb Laying Sq.m. 926.89 B. Plastering Works (rough) Sq.m. 2,808.37 Xii. Steel Works A. Roof Truss Kgs. 6,528.98 B. Stair Railings, Handrails, Safety Grilles And Fire Exits Lot 1.00 C. Stainless Steel Pwd Railings Lot 1.00 Xiii. Roofing Works A. Tinsmithry Sq.m. 378.00 B. Steel Works Accessories Lot 1.00 C. Bended/roof Accessories Lot 1.00 Xiv. Doors And Windows Lot 1.00 Xv. Ceiling Works Sq.m. 885.83 Xvi. Water[proofing Works Sq.m. 66.80 Xvii. Tile Works A. 40cm X 40cm Floor Tiles Sq.m. 814.74 B. 30cm X 30cm Comfort Room Tiles Sq.m. 251.98 C. Stairnosing Lot 1.00 Xviii. Painting Works A. Interface Surface Preparation Sq.m. 1,421.50 B. Exterior Surface Preparation Sq.m. 1,421.50 C. Masonry/concrete Surfaces Sq.m. 2,843.00 D. Steel Surfaces Sq.m. 849.20 E. Ficem Board Surfaces Sq.m. 885.83 F. Scaffolding Rental Lot 1.00 Xix. Plumbing And Sanitary Works Lot 1.00 Xx. Septic Vault Lot 1.00 Xxi. Catch Basins Lot 1.00 Xxii. Cistern Tank Lot 1.00 Xxiii. Fire Protection Works Lot 1.00 Xxiv. Pump And Tank Lot 1.00 Xxv. Pump House Lot 1.00 Xxvi. Electrical Works Lot 1.00

Details: Description I. Project Billboard Pc. 1.00 Ii. Temporary Facility Lot 1.00 Iii. Occupational Safety And Health Program Lot 1.00 Iv. Demolition (existing Building) Cu.m. 387.24 V. Disposal Of Debris Lot 1.00 Vi. Layout/staking And Safety Enclosure Lot 1.00 100(b) Individual Removal Of Trees (with Uprooting) Lot 1.00 Vii. Earthworks A. Excavation Works (manual) Cu.m. 169.16 B. Backfilling Works Cu.m. 112.60 C. Earthfill Cu.m. 368.00 D. Gravel Bedding Cu.m. 19.60 Viii. Concrete Works A. 3500 Psi Ready Mix Pcd @ 28 Days Cu.m. 223.19 B. Reinforcing Bars Kgs. 41,417.20 C. Formworks Sq.m. 892.50 D. Pumpcrete Rental Lot 1.00 Ix. Metal Deck (1.00mm) Sq.m. 507.79 X. Shoring Jack Rental Lot 1.00 Xi. Masonry Works A. 5" Chb Laying Sq.m. 926.89 B. Plastering Works (rough) Sq.m. 2,808.37 Xii. Steel Works A. Roof Truss Kgs. 6,528.98 B. Stair Railings, Handrails, Safety Grilles And Fire Exits Lot 1.00 C. Stainless Steel Pwd Railings Lot 1.00 Xiii. Roofing Works A. Tinsmithry Sq.m. 378.00 B. Steel Works Accessories Lot 1.00 C. Bended/roof Accessories Lot 1.00 Xiv. Doors And Windows Lot 1.00 Xv. Ceiling Works Sq.m. 885.83 Xvi. Waterproofing Works Sq.m. 66.80 Xvii. Tile Works A. 40cm X 40cm Floor Tiles Sq.m. 814.74 B. 30cm X 30cm Comfort Room Tiles Sq.m. 251.98 C. Stairnosing Lot 1.00 Xviii. Painting Works A. Interior Surface Preparation Sq.m. 1,421.50 B. Exterior Surface Preparation Sq.m. 1,421.50 C. Masonry/concrete Surfaces Sq.m. 2,843.00 D. Steel Surfaces Sq.m. 849.20 E. Ficem Board Surfaces Sq.m. 885.83 F. Scaffolding Rental Lot 1.00 Xix. Plumbing And Sanitary Works Lot 1.00 Xx. Septic Vault Lot 1.00 Xxi. Catch Basins Lot 1.00 Xxii. Cistern Tank Lot 1.00 Xxiii. Fire Protection Works Lot 1.00 Xxiv. Pump And Tank Lot 1.00 Xxv. Pump House Lot 1.00 Xxvi. Electrical Works Lot 1.00

Details: Description I. Project Billboard Pc. 1.00 Ii. Temporary Facility Lot 1.00 Iii. Occupational Safety And Health Program Lot 1.00 Iv. Individual Cutting Of Trees Lot 18.00 V. Disposal Of Debris Lot 1.00 Vi. Layout/staking And Safety Enclosure Lot 1.00 Vii. Double Hauling Lot 1.00 Viii. Earthworks A. Excavation Works (manual) Cu.m. 169.16 B. Backfilling Works Cu.m. 112.60 C. Earthfill Cu.m. 208.00 D. Gravel Bedding Cu.m. 19.60 Ix. Concrete Works A. 3500 Psi, Using 1 Bagger Concrete Mixer Cu.m. 223.19 B. Reinforcing Bars Kgs. 41,417.20 C. Formworks Sq.m. 892.50 X. Metal Deck (1.00mm) Sq.m. 507.79 Xi. Shoring Jack Rental Lot 1.00 Xii. Masonry Works A. 5" Chb Laying Sq.m. 926.89 B. Plastering Works (rough) Sq.m. 2,808.37 Xiii. Steel Works A. Roof Truss Kgs. 6,528.98 B. Stair Railings, Handrails, Safety Grilles And Fire Exits Lot 1.00 C. Stainless Steel Pwd Railings Lot 1.00 Xiv. Roofing Works A. Tinsmithry Sq.m. 378.00 B. Steel Works Accessories Lot 1.00 C. Bended/roof Accessories Lot 1.00 Xv. Doors And Windows Lot 1.00 Xvi. Ceiling Works Sq.m. 885.83 Xvii. Waterproofing Works Sq.m. 66.80 Xviii. Tile Works A. 40cm X 40cm Floor Tiles Sq.m. 814.74 B. 30cm X 30cm Comfort Room Tiles Sq.m. 251.98 C. Stairnosing Lot 1.00 Xix. Painting Works A. Interior Surface Preparation Sq.m. 1,421.50 B. Exterior Surface Preparation Sq.m. 1,421.50 C. Masonry/concrete Surfaces Sq.m. 2,843.00 D. Steel Surface Sq.m. 849.20 E. Ficem Board Surfaces Sq.m. 885.83 F. Scaffolding Rental Lot 1.00 Xx. Plumbing And Sanitary Works Lot 1.00 Xxi. Septic Vault Lot 1.00 Xxii. Catch Basins Lot 1.00 Xxiii. Cistern Tank Lot 1.00 Xxiv. Fire Protection Works Lot 1.00 Xxv. Pump And Tank Lot 1.00 Xxvi. Pump House Lot 1.00 Xxvii. Electrical Works Lot 1.00 B. Additional Work: I. Earthfill Cu.m. 109.53 Ii. Reinforecement Kg. 191.60 Iii. Concrete Works Concrete (3500 Psi) Cu.m. 2.50 Iv. Formworks Sq.m. 5.28

Details: Description Clustered Infrastructure Projects P 426,560.00 1. Construction Of Barangay Out-post Location: Bagadion, Libmanan, Camarines Sur Appreciation: P 326,560.00 Source Of Fund: P 100,000.00 - General Fund C/y 2024 P 226,560.00 - Capital Outlay - Continuing C/y 2023 Description: Earthworks Concrete Works Roofing And Framing Works Masonry Works Door Installation Steel Works Electrical Works I. Earthworks I.a. Excavation Estimated Quantity= 3.42 Cu.m 3.42 Cu.m Soil Excavate I.b. Gravel Bedding Estimated Quantity= 0.29 Cu.m 0.29 Cu.m Soil Excavate Ii. Concrete Works Estimated Quantity= 3.50 Cu.m A. Materials 34 Bags Cement 2 Cu.m Washed Sand 4 Cu.m 3/4" Crushed Gravel 33 Pcs 16mm Rsb 7 Pcs 12mm Rsb 51 Pcs 10mm Rsb 11 Pcs 1/4" Thk Ordinary Plywood 347 Bdft Formlumber 1 Kgs #16 Tie Wire 5 Kgs Assorted Cw Nail B. Labor C. Equipment Rental For 1 Days 1 Unit Concrete Bagger Mixer Iii. Roofing And Framing Works Estimated Quantity= 1 Lot A. Materials 13 Pcs 2" X 2" Angle Bar 2 Pcs 1" X 1" Angle Bar 6 Pcs 2 X 3" C- Purlin 5 Pcs 0.6mm Thk Corrugated Roof Sheet 10ft 3 Pcs 0.6mm Thk Corrugated Roof Sheet 12ft 2 Pcs 0.6mm Thk Pre-painted Ridge Roll 8ft 3 Pcs 0.6mm Thk Pre-painted End Flashing 8ft 3 Pcs 12mm X 12" X 8" Fascia Board 114 Pcs Tekscrew 5 Kgs Welding Rod 5 Pcs Cutting Disc 1 Can Roof Sealant 1/2 Ltr B. Labor C. Equipment Rental For 3 Days 1 Unit Welding Machine W/ Genset Iv. Masonry Works Estimated Quantity= 33.58 Sq.m A. Materials 441 Pcs 6" Chb 75 Bags Cement 5 Cu.m Washed Sand 14 Pcs 10mm Rsb 14 Pcs 8mm Rsb 2 Kgs #16 Tie Wire B. Labor V. Door Installation Estimated Quantity = 1 Lot A. Materials A D Labor (installation) 1 Unit 0.90m X 2.10m Wooden Flush Door With Jamb And Complete Accessories Vi. Steel Works Estimated Quantity= 1 Lot A. Materials 6 Pcs 12mm Square Bar 2 Pcs Cutting Disc 1 Kgs. Welding Rod 1 Lit Metal Promer 1 Pc Paint Brush 2" B Labor C. Equipment Rental For 1 Day 1 Unit Welding Machine W/ Genset Vii. Electrical Works Estimated Quantity= 1 Lot A. Materials 3 Sets 18 Watts E27 Surface Mounted Led Light 1 Set 2 Gang Switch W/ Plate 3 Sets Duplex Convenience Outlet W/ Grounding 8 Pcs Junction Box 8 Pcs Utility Box 15 Pcs 20mm (3/4") Pvc Adapter 5 Pcs 20mm (3/4) Pvc Conduit 2 Pcs 25mm (1") Pvc Conduit ( Feeder) 3 Pcs 25mm (1") Pvc Adapter (feeder) 3 Pcs 25mm (1") Pvc Clamp ( Feeder) 1 Pc 25mm (1")weatherhead Cap 1 Pc Upvc Square Pull Box 4" X 4" 1 Kgs #16 Tie Wire 1 Set Nema 1 Panel Board 4 Branches Plug-in 50 M 3.5mm2 Thhn (#12 Awg) 5 M 8.0mm2 Thhn (#8 Awg ) 10 M 14.0mm2 Thhn ( # 6 Awg ) 2 Pcs Electrical Tape (big) 1 Pc 15 At, 2p,plug-in Type Cb 1 Pc 20at , 2p, Plug -in Type Cb 1 Pc 60 At, 2p, Plug-in Type Cb 30 M Service Drop ( #6 Awg ) B. Labor C. Tapping Fee Spl I Project Billboard 1 Pc Billboard With Frame ( 8ft X 8ft ) Spl Ii Construction Safety & Health 3 Pcs Uniform 3 Pcs Hard Hat 3 Pcs Safety Boots 3 Pcs Gloves Spl Iii - Photographs 1 Lot Photographs ************************************ 2. Concrete Pathway Location: Zone 2, Bagadion, Libmanan Cam. Sur Appropriation: P 100,000.00 Source Of Fund: Gad Fund C/y 2024 Description: Carriageway: L = 24.5 M W= 2.00 M T= 0.15 M I - Item 105 -sub -grade Preparation Estimated Quantity = 49.0 Sq.m 49.0 Sq.m Sub-grade Preparation Ii- Item 200 Aggregate Subbase Coarse Estimated Quantity= 9.00 Cu.m A. Materials ( Delivered To Site ) 9.00 Cu.m Aggregate Subbase Coarse B. Labor 1 Foreman 4 Helper C. Equipment Rental ( For 1 Day ) 1 Unit Plate Compactor D. Hauling Cost 7.92 Cu.m Aggregate Subbase Coarse Iii Item 311- Portland Cement Concrete Pavement Estimated Quantity= 4.80 Cu.m A. Materials 67 Bags Cement 8 Cu.m 3/4 Crushed Gravel 4 Cu.m Washed Sand 177 Bdft 2" X 6" X 12 Ccl 2 Kgs Assorted Cw Nail C. Equipment Rental ( For 1 Day ) 1 Unit Concrete Bagger Mixer Special Item Spl 1 Project Billboard 1 Pc Project Billboard (8'x8') Spl Ii . Construction Safety & Health 1 Lot Const. Safety And Health Spl Iii - Photograph 1 Lot Photograph

Details: Description I. Project Billboard Pc 1.00 Ii. Temporary Facility Lot 1.00 Iii. Occupational Safety And Health Program Lot 1.00 Iv. Dismantling And Disposal Lot 1.00 V. Layout/staking And Temporary Closure Lot 1.00 Vi. Soil Treatment Works Lot 1.00 Vii. Earthworks A. Excavation Works (manual) Cu.m. 135.36 B. Backfilling Works Cu.m. 95.17 C. Earthfill Cu.m. 94.73 D. Gravel Bedding Cu.m. 15.65 Viii. Concrete Works A. 3000 Psi Concrete (ready Mix) Cu.m. 52.21 B. 3500 Psi Concrete (ready Mix) Cu.m. 73.06 C. Reinforcing Bars Kgs. 16,949.33 D. Formworks Sq.m. 257.50 E. Metal Deck Sq.m. 193.98 F. Shoring Jack Rental Lot 1.00 G. Pumpcrete Rental Lot 1.00 Ix. Masonry Works A. 5" Chb Laying Sq.m. 510.37 B. Plastering Works (rough Finish) Sq.m. 963.76 X. Waterproofing Works Sq.m. 12.40 Xi. Structural Steel Works A. Main Truss & Pratt Truss Kgs. 2,489.76 B. Roof Steel C-purlins Kgs. 1,750.32 C. Roof Frame Accessories Lot 1.00 Xii. Roofing Works A. Tinsmithry Sq.m. 271.00 B. 24" Bended Accesspries (spanish) L.m. 107.42 C. Roof Accessories Lot 1.00 Xiii. Carpentry Works A. Ceiling Works Sq.m. 392.96 B. Airvents Lot 1.00 Xiv. Tile Works A. 30cm X 30cm Vitrified Ceramic Tiles Sq.m. 409.00 B. 40cm X 40cm Vitrified Ceramic Tiles Sq.m. 352.20 C. Stair Nosing Lot 1.00 Xv. Surface Preparation A. Masonry/concrete Surface A1. Interior Sq.m. 481.88 A2. Exterior Sq.m. 481.88 Xvi. Painting Works A. Masonry/concrete Surface Sq.m. 963.76 B. Fiber Cement Surface Sq.m. 392.96 C. Wood Surface Sq.m. 314.00 D. Steel Surface Sq.m. 385.05 E. Scaffolding Rental Lot 1.00 Xvii. Doors And Windows Lot 1.00 Xviii. Steel Works Stainless Steel Handrails And Railings Lot 1.00 Xix. Plumbing Works Lot 1.00 Xx. Sanitary Works Lot 1.00 Xxi. Fire Protection Works Lot 1.00 Xxii. Electrical Works Lot 1.00 Xxiii. Septic Vault A. Excavation Cu.m. 15.06 B. Backfilling Works Cu.m. 3.46 C. Sanitary And Piping Works Lot 1.00 D. Hdpe Polysept Septic Tank Lot 1.00 Xxiv. Cistern Tank Lot 1.00 Xxv. Pump House Lot 1.00 Xxiv. Catch Basins Lot 1.00

Details: Description Construction Of Two-storey (1,996.31 Sq.m.) Public Market A. General Requirements A.1. Mobilization And Demobilization 1.00 L.s. A.2. Occupational Safety And Health 1.00 L.s. A.3. Project Billboard 1.00 Each A.4. Lot Survey, Ground Layout And Staking 1.00 L.s. B. Earthworks B.1. Removal Of Unsuitable Materials 677.44 Cu.m. B.2. Embankment From Borrow 3,721.38 Cu.m. B.3. Anti-termite Soil Poisoning 1.00 L.s. C. Pile Works C.1. Precast Concrete Pile, Furnished 400mm X 400mm 2,136 L.m. C.2. Pre-cast Concrete Piles, Driven 1.851.20 L.m. D. Construction Of Public Market D.1. Structure Excavation 1,090.23 Cu.m. D.2. Gravel Bedding 111.22 Cu.m. D.3. Structural Concrete (footings, Columns And Beams) 868.06 Cu.m. D.4. Structural Concrete (slabs, Canopies & Parapet Walls) 565.01 Cu.m. D.5. Structural Concrete (lean Concrete) 50.92 Cu.m. D.6. Reinforcing Steel Bars (g40) 83,849.52 Kgs. D.7. Reinforcing Steel Bars (g40) 103,650.44 Kgs D.8. Formworks And Falseworks 1.00 L.s. D.9. Chb (including Reinforcing Steel) 1,012.87 Sq.m. D.10. Cement Plaster Finish 2,025.74 Sq.m. D.11. Doors And Windows 1.00 L.s. D.12. Metal Structures (trusses And Handrails) 7,761.68 Kgs D.13. Ramp Roof And Accessories 81.09 Sq.m. D.14. Ceiling Works 921.81 Sq.m. D.15. Tile Works And Floor Treatments 1,511.93 Sq.m. D.16. Sanitary Works 1.00 L.s. D.17. Storm Drainage System 1.00 L.s. D.18. Cold Water Line Works 1.00 L.s. D.19. Plumbing Fixtures 1.00 L.s. D.20. Electrical Works 1.00 L.s. D.21. Mechanical Works 1.00 L.s. D.22. Painting Works And Wall Treatments 6,317.32 Sq.m. D.23. Water Proofing 2,452.80 Sq.m. D.24. Testing And Commissioning 1.00 L.s. D.25. Stainless Steel Signage (front) - Machine Cut 1.00 L.s. D.26. Concrete Stalls With Drop Ceiling 12.00 Sets D.27. Commercial Unit 1 (7.74 Sq.m.) 40.00 Sets D.28. Commercial Unit 2 (7.00 Sq.m.) 7.00 Sets

Details: General. This Is A Sources Sought And Is For Informational/market Research Purposes Only. This Is Not A Request For Proposal, Quotation, Or Invitation For Bid, Nor A Synopsis Of A Proposed Contract Action Under Far Subpart 5.2. the Purpose Of This Sources Sought Is To Gain Knowledge Of The Interest, Capabilities, Capacity, And Qualifications Of Industry So The Government Can Make Informed Business Decisions. We Are Seeking Responses From Both Large And Small Businesses, Including Small Business, Small Disadvantaged Businesses, 8(a) Firms, Historically Underutilized Business Zone (hubzone) Firms, Woman-owned Small Business (wosb) Concerns, Economically Disadvantaged Women-owned Small Business (edwosb) Firms, Service-disabled Veteran-owned Small Business (sdvosb) Concerns And Veteran Owned Small Business (vosb) Entities. All Interested Parties Are Highly Encouraged To Respond. the North American Industrial Classification Code (naics) For This Requirement Is 237310; Highway, Street, And Bridge Construction. The Related Size Standard Is: $45m. project Background. The U.s. Army Corps Of Engineers (usace) Portland District (nwp) Intends To Issue A Two-phase Design-build Solicitation. Phase 1 Will Include The Scope Of Work And Phase 1 Evaluation Factors. The Most Highly Qualified Offerors Selected From Phase 1 (we Anticipate Selecting Up To 4 Offerors During Phase 1 But This Is Subject To Change) Will Receive The Phase 2 Solicitation And Evaluation Factors. Nwp Contemplates Awarding One Firm-fixed-price Design-build Construction Contract To The Responsible Phase 2 Offeror Whose Proposal Represents The Best Value. project Location. The Construction Work Will Be Performed At John Day Dam. Contractor Access To The Work Site Is On The Oregon Side From Exit 109 On I-84 And John Day Dam Road. project Purpose. Improve Site Access And Security At The John Day Dam. project Scope. Work Includes But Is Not Limited To The Complete Design And Reconfiguration Of Portions Of The Road Going To John Day Dam From I-84 To Accommodate Larger And Heavier Equipment And Increase The Security Boundary On The Oregon Entrance Side Of The John Day Dam. Design And Build An Auxiliary Monitoring Station (ams) And Check Point Station With Canopy Outside Of The Current Security Boundary. The Phase 2 Successful Offeror Will Provide Design Analysis, Plans, And Specifications, Execute Construction, And Provide A Turnkey Ams Structure. earthwork Is Anticipated To Begin While The Design Is In Progress And Before The Ams Design Is Complete. Road And Parking Construction May Be Allowed To Start Before Ams Design Completion. project Objectives. design The Work. provide Final Plans And Specifications. construct The Work. commission The Work. meet Project Schedule Requirements. anticipated Construction Schedule. Nwp Intends To Solicit Phase 1 In Approximately June Of 2025 And Award Before February 2026 With Required Construction Completion Currently Anticipated In March Of 2028. magnitude Of Construction. The Current Magnitude Of Construction Is Between $5m And $10m. anticipated Source Selection Process. 2-phase Design-build Pursuant To Far 15 And Far 36.3. project Specific Constraints And Challenges. Security Operations Shall Not Be Impeded During Construction And Care Must Be Taken To Minimize Delays For Other Contractors And Site Personnel. Visitor Access To The Shoreline Visitor Parking Lots Must Be Maintained At All Times. submission Instructions. Responses To This Sources Sought Notice Shall Be Submitted Electronically (via Email) With The Following Included In The Subject Line: Sources Sought W9127n25ss0004: John Day Transportation And Site Access. please Send Your Email To Aragon Liebzeit, Contract Specialist, At Aragon.n.liebzeit@usace.army.mil Before 3:00 Pm Pst On 06 January 2025. submission Content. Responses To This Sources Sought Shall Be Limited To 8 Pages And Shall Include The Following Information: firm's Name, Address, Point Of Contact, Phone Number, E-mail Address, Cage And Unique Entity Id. socio-economic Business Category If Applicable. an Explanation Of The Prime Firm’s Capabilities, Special Qualifications/certifications And Equipment And Describe The Work To Be Self-performed As It Pertains To The Proposed Scope Of Work. firm’s Design And Construction Capabilities Related To Roads And Vertical Construction. firm's Joint Venture Information If Applicable - Existing And Potential. firm's Bonding Capability In The Form Of A Letter From Surety. firm's Interest And The Likelihood In Formally Responding To The Solicitation Once Issued. provide A Minimum Of 1 Project Example And A Maximum Of 3 Project Examples Of Similar Size, Scope And Complexity To The Project Scope Provided In This Sources Sought. For Joint Ventures, Please Include Projects Completed By The Joint Venture Entity If Applicable. Include The Following Information With Your Submission Of The Similar Project(s) Your Firm Has Completed: project Title contract Number contract Award Date customer Name, Phone Number And Email Address indicate If Your Firm Was The Prime Contractor Or A Subcontractor. Please Provide The Prime Contract Number If Your Firm Was A Subcontractor. indicate If Your Firm Was Involved In The Design And/or Construction Or Both award Value final Contract Value initial Contract Completion Date final Contract Completion Date please Indicate The Client’s Satisfaction With The Completed Project disclaimer And Important Notes. This Notice Does Not Obligate The Government To Award A Contract. No Reimbursement Will Be Made For Any Costs Associated With Providing Information In Response To This Sources Sought Or Any Follow Up Information. The Government Reserves The Right To Use Information Provided By Respondents For Any Purpose Deemed Necessary And Legally Appropriate. Any Organization Responding To This Notice Should Ensure That Its Response Is Complete And Sufficiently Detailed To Allow The Government To Determine The Organization's Capabilities To Perform The Work. Respondents Are Advised That The Government Is Under No Obligation To Acknowledge Receipt Of The Information Received Or To Provide Feedback To Respondents With Respect To Any Information Submitted. all Interested Firms Must Be Registered In The System For Award Management (sam) At Https://www.sam.gov To Have Size Status Considered. You Must Remain Active For The Duration Of The Solicitation Process To Be Eligible For Award Of A Government Contract.

Details: Description Republic Of The Philippines Department Of Public Works And Highways Capiz 1st District Engineering Office Km. 1, Roxas City, Capiz, Region Vi Invitation To Bid For Contract Id No.: 25gd0028 Contract Name: Construction Of Multi-purpose Building, Barangay Poblacion Ilawod, Pontevedra, Capiz 1. The Department Of Public Works And Highways Capiz 1st District Engineering Office, Through The Fy 2025 National Expenditure Program (nep) – Early Procurement Activity (epa) Intends To Apply The Sum Of Php 4,950,000.00 Being The Approved Budget For The Contract (abc) To Payments Under The Contract For Contract Id No. 25gd0028 – Construction Of Multi-purpose Building, Barangay Poblacion Ilawod, Pontevedra, Capiz. Bids Received In The Excess Of The Abc Shall Be Automatically Rejected At Bid Opening. 2. The Department Of Public Works And Highways Capiz 1st District Engineering Office, Through Its Bids And Awards Committee Now Invites Bids For The Hereunder Works: Name Of Contract : Construction Of Multi-purpose Building, Barangay Poblacion Ilawod, Pontevedra, Capiz Contract Id No. : 25gd0028 Location : Barangay Poblacion Ilawod, Pontevedra,capiz Scope Of Works : Part B. Other General Requirements Part C. Earthwork Part D. Reinforced Concrete Part E. Finishing And Other Civil Works Approved Budget For The Contract : Php 4,950,000.00 Contract Duration : 145 Calendar Days 3. Prospective Bidders Should Be (1) Registered With And Classified By The Philippine Contractors Accreditation Board (pcab) With Pcab License Category Of C & D For Small B. The Description Of An Eligible Bidder Is Contained In The Bidding Documents, Particularly, In Annex Ii-1 B Section Ii And Iii Of Bidding Documents. Contractors/applicants Who Wish To Participate In This Bidding Are Encouraged To Enroll In The Dpwh Civil Works Application (cwa) At The Dpwh Procurement Service (prs), 5th Floor, Dpwh Bldg., Bonifacio Drive, Port Area, Manila, While Those Already Enrolled Shall Keep Their Records Current And Updated. The Contractor’s Eligibility Process (cpep) And Subject To Further Post-qualification. Information On Registration Can Be Obtained From The Prs During Working Weekdays From 7:00 Am To 4:00 Pm Or At The Dpwh Website Www.dpwh.gov.ph. Per Gppb Resolution No. 15-2021, Prospective Bidders Are Required To Upload And Maintain Current Of The Following Eligibility Documents In The Philgeps: A. Registration Certification (sec/dti Registration) B. Mayor’s/business Permit Or Its Equivalent Documents C. Tax Clearance D. Pcab License And Registration, And E. Audited Financial Statements Any Expired Document Among The Afore-cited Eligibility Documents Shall Render The Philgeps Platinum Registration Certificate As Automatically Suspended And Its Validity Shall Resume Only Once The Said Expired Document Is Already Updated With The Philgeps. For Recently Expired Mayor’s Permit, The Recently Expired Mayor’s Permit Together With The Official Receipt As Proof That The Prospective Bidder Has Applied For Renewal Within The Period Prescribed By The Lgu Shall Be Accepted By The Philgeps For The Purpose Of Updating The Philgeps Certificate Of Platinum Registration And Membership. Consequently, The Prospective Bidders Shall Maintain An Updated And Current Philgeps Platinum Registration And Membership In The Civil Works Application (cwa). Prospective Bidders With Expired Eligibility Documents And Have Not Yet Updated Their Record In The Cwa Are Advised To Attach Their Newly Updated Platinum Registration And Membership Certificate, In The Technical Bid Documents And Not The Updated Particular Eligibility “class A” Document, To Be Considered Eligible By The Bids And Awards Committee. 4. 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 9184 (ra 9184), Otherwise Known As “government Procurement Reform Act”. The Contract Shall Be Awarded To The Lowest Calculated Responsive Bidder (lcrb) Who Was Determined As Such During Post-qualification. 5. Interested Bidders May Obtain Further Information From The Department Of Public Works And Highways Capiz 1st District Engineering Office And Inspect The Bidding Documents At Procurement Unit, Km. 1, Roxas City, Capiz During Weekdays From 8:00 Am To 5:00 Pm. 6. A Complete Set Of Bidding Documents May Be Acquired By Interested Bidders On December 20, 2024, To January 09, 2025, From The 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 Php 5,000.00. 7. It May Also Be Downloaded Free Of Charge From The Website Of The Philippine Government Electronic Procurement System (philgeps), And The Website Of The Procuring Entity, Provided That Bidders Shall Pay The Applicable Fee For The Bidding Documents Not Later Than The Submission Of Their Bids. 8. The Department Of Public Works And Highways Capiz 1st District Engineering Office Will Hold A Pre-bid Conference On December 27, 2024, At 10:00 A.m. At Bidding Room, Procurement Unit, Which Shall Be Open To Prospective Bidders. 9. Bid Submission May Be Done Manually Or Electronically/online. However, Bidders Should Only Select One Mode Of Submission, Either Manual Or Electronic. Similar To Manual Submission, The Guidelines For The Preparation And Submission Of An Electronic Bid Are Contained In The Bds. 10. Bids Must Be Duly Received By The Bac Secretariat At The Address Below For The Manual Submission Or At Electronicbids_capiz1@dpwh.gov.ph For Electronic Submission On Or Before January 09, 2025, At 10:00 A.m. All Bids Must Be Accompanied By A Bid Security In Any Of The Acceptable Forms And In The Amount Stated In Itb Clause 18. 11. Bid Opening Shall Be On January 09, 2025, At 10:00 Am At Department Of Public Works And Highways Capiz 1st District Engineering Office, Bidding Room, Procurement Unit. Bids Will Be Opened In The Presence Of The Bidder’s Representative Who Chooses To Attend At The Address Below. Late Bids Shall Not Be Accepted. 12. The Department Of Public Works And Highways Capiz 1st District Engineering Office 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 Section 41 Of Ra 9184 And Its Irr, Without Thereby Incurring Any Liability To The Affected Bidder Or Bidders. 13. For Further Information, Please Refer To: Jonathan S. Oro Head, Bac-secretariat (036) 620-2533 Hanzel B. Samson Bac-chairperson (036) 620-0490