Earthwork Tenders

Earthwork Tenders

Department Of Public Works And Highways - DPWH Tender

Civil And Construction...+1Building Construction
Philippines
Details: Description Invitation To Bid November 7, 2024 1. The Dpwh- Quirino District Engineering Office, Through The Gaa Fy 2025 Intends To Apply The Sum Of ₱4,950,000.00 Being The Approved Budget For The Contract (abc) To Payments Under The Contract For The Project Stated Below. Bids Received In Excess Of The Abc Shall Be Automatically Rejected At Bid Opening. 2. The Dpwh- Quirino District Engineering Office Through Its Bids And Awards Committee Now Invites Bids For The Hereunder Works: 1 Name Of Project/location : Basic Infrastructure Program (bip) - Multi-purpose Building/ Facilities To Support Social Services - Construction Of Multi-purpose Building (school Gymnasium), Guinagat Elementary School, Diffun, Quirino Contract I.d. : 25bk0024 Brief Project Description 1 Storey School Gymnasium Scope Of Works : Construction Of Multi-purpose Building Other General Requirements • Permits And Clearances • Project Billboard/ Signboard • Occupational Safety And Health • Mobilization/demobilization Earthworks • Structure Excavation, Common Soil • Embankment From Roadway/ Structure Excavation, Common Soil • Gravel Fill Reinforced Concrete • Structural Concrete, 3000 Psi, Class A, 28 Days • Reinforcing Steel (deformed), Grade 40 • Formworks And Falseworks Finishing And Other Civil Works • Soil Poisoning • Fabricated Metal Roofing Accessory, Gauge 26 (0.551 Mm), Ridge/hip Rolls • Fabricated Metal Roofing Accessory, Gauge 26 (0.551 Mm), Flashings • Prepainted Metal Sheets, Above 0.427 Mm, Rib Type, Long Span • Cement Plaster Finish • Painting Works, Steel • Chb Non Load Bearing (including Reinforcing Steel), 150 Mm • Metal Structure Accessories • Metal Structure Accessories, Turnbuckle • Metal Structure Accessories, Sagrods • Metal Structure Accessories, Cross Bracing • Metal Structure Accessories, Steel Plates • Structural Steel, Trusses • Structural Steel, Purlins Electrical • Conduits, Boxes & Fittings (conduit Works/conduit Rough-in) • Wires And Wiring Devices • Panelboard With Main & Branch Breakers • Lighting Fixtures And Lamps Approved Budget For The Contract (abc) : ₱4,950,000.00 Contract Duration : 178 Calendar Days Cost Of Bidding Documents : ₱5,000.00 Pcab License Category C&d (size Range : Small B) 3. Prospective Bidders Should Be (1) Registered With And Classified By The Philippine Contractors Accreditation Board (pcab) With Pcab License Category (see Table Above). The Description Of An Eligible Bidder Is Contained In The Bidding Documents, Particularly, In Annex Ii-1.1 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 To Bid On The Project Will Be Determined Using The Dpwh Contractor Profile 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. 4. Pursuant To Gppb Resolution No. 15-2021 Dated October 14, 2021, Prospective Bidders Shall Submit In Their First Envelope The Updated Philgeps Certificate Of Platinum Registration And Membership In Accordance With Sections 23.3, 24.4.3 And 54 Of Republic Act 9184 (ra9184), All Class “a” Eligibility Documents Covered By Section 8.5.2 Of The 2016 Revised Irr Of Ra 9184 Supporting The Veracity, Authenticity And Validity Of The Certificate Shall Remain Current And Updated, And That Failure By The Prospective Bidder To Update Its Philgeps Certificate Of Platinum Registration And Membership With The Current And Updated Class “a” Eligibility Documents Covered By Section 8.5.2 Of The 2016 Revised Irr Of Ra 9184 Shall Result In The Automatic Suspension Of The Validity Of Its Certificate Of Platinum Registration And Membership Until Such Time That All Of The Expired Class “a” Eligibility Documents Has Been Updated. 5. Bidders Are Required To Update Their Existing Philgeps Registration (platinum) In The Dpwh Civil Works Registry Prior To The Scheduled Receipt And Opening Of Bids. 6. 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 The “government Procurement Reform Act”. The Contract Shall Be Awarded To The Lowest Calculated Responsive Bidder (lcrb) Who Was Determined As Such During Post-qualification. 7. Interested Bidders May Obtain Further Information From The Dpwh- Quirino District Engineering Office And Inspect The Bidding Documents At Procurement Unit Office, Dpwh Quirino District Engineering Office During Weekdays From November 9, 2024 - December 2, 2024. 8. A Complete Set Of Bidding Documents May Be Acquired By Interested Bidders On November 9, 2024 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 Stated Above. Pursuant To Section 17.5 Of The 2016 Revised Irr Of Ra 9184, Bidding Documents Fee May Be Refunded In Accordance With The Aforementioned Guidelines Based On The Grounds Provided For Under Section 41 Of Ra 9184 And Its Irr. 9. 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. 10. The Dpwh- Quirino District Engineering Office Will Hold A Pre-bid Conference On November 19, 2024 9:00 A.m. Via Zoom Meeting Id: 460 121 7399 Passcode: Pru_24 At Conference Room, Dpwh Quirino District Engineering Office And Through Live-stream On Youtube Channel: Www.youtube.com/@dpwh.quirino.districteo, Which Shall Be Open To Prospective Bidders. 11. Bid Submission Maybe 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 Clause 17. 12. Bids Must Be Duly Received By The Bac Secretariat At The Address Below For Manual Submission Or At Electronicbids_quirino@dpwh.gov.ph For Electronic Submission On Or Before December 2, 2024 Not Later Than 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 16. 13. Bid Opening Shall Be On December 2, 2024 Immediately After The Deadline Of Submission Of Bids, Via Zoom (same Id And Passcode With The Pre-bid Conference) At Conference Room, Dpwh Quirino District Engineering Office And Through Live-stream On Youtube Channel: Https://www.youtube.com/@dpwhquirinodeoproclivestream. Bids Will Be Opened In The Presence Of The Bidders’ Representatives Who Choose To Attend At The Address Below. Late Bids Shall Not Be Accepted. 14. All Bids Must Be Accompanied By A Bid Security In Any Of The Acceptable Forms And In The Amount Stated In Bds Clause 15.1. 15. If At The Time Of The Post-qualification Procedure, The Bac Verifies That Any Of The Deficiencies Is Due To The Contractor’s Fault Or Negligence Pursuant To 34.3(b)(ii)(c) Of The 2016 Revised Implementing Rules And Regulations Of Republic Act No.9184 (2016 Rirr Of Ra 9184), The Procuring Entity Shall Disqualify The Contractor From The Award Without Any Right To Reimburse Fees And Incidental Cost Paid For The Procurement Of Infrastructure Contract Subject Of The Bid. 16. The Dpwh- Quirino 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. 17. You May Visit The Following Websites; For Downloading Bidding Documents: Dpwh Website: Www.dpwh.gov.ph Philgeps Website: Www.philgeps.gov.ph Livestreaming Website: Www.youtube.com/@dpwh.quirino.districteo For Online Bid Submission: Electronicbids_quirino@dpwh.gov.ph 18. For Further Information, Please Refer To: Brenda B. Carbonel Head, Procurement Unit Email Address: Carbonel.brenda@dpwh.gov.ph
Closing Date2 Dec 2024
Tender AmountPHP 4.9 Million (USD 84.2 K)

Th Ga Aktiengesellschaft Tender

Civil And Construction...+2Pipes and Pipe Related Activities, Pipe Line Project
Germany
Details: Construction works For the electricity-lower and medium-voltage network, natural gas-lower and medium-pressure network As well as water, waste water, street lighting, free conduction, district heating supply, broadband communication and special construction procedures For the participations The Thüga Ag In the federal states North Rhine-Westphalia, Lower Saxony, Baden-Württemberg, Rhineland-pfalz, Thuringia, Hessen, Saxony, Saxony-Holstein The framework agreements to be concluded are concluded in favor of retrieval orders from direct and indirect holding companies The Thüga Ag, The In Own Name And On Own Invoice From the framework agreements to be concluded, services can retrieve. An overview The Direct Participation Find on the Internet Under: Https://www.thuega.de/die-thuega/thuega-partner/ Scope of Service: Earthwork (tiefbau And Surfaces) And/or Installation Works For The Power, Gas, Water, Wastewater, Street Lighting, Fernwarm, Broadband And Freileitung. For pre-qualified companies, a renewed application is not required. Company The Examination System Successfully Completed, Become Required at a later time to submit tenders. The communication language is German. The prequalification is unlimited and valid until revocation. The Procurement Is Related To A Project And/or Programme Financed By European Union Funds: No
Closing Date22 Feb 2024
Tender AmountRefer Documents 

Oncology Centre Prof Francis Lukaszczyk Tender

Civil And Construction...+1Road Construction
Corrigendum : Closing Date Modified
Poland
Description: Name of the Task: "Renovation of internal municipal roads in the Koszyce commune". The subject of the Order are construction works including the renovation of internal communal roads: A) In Jaksice, 330 Mb long. Location Plot No. 455 Within Jaksice. The Scope of Works includes: preparatory works - reconstruction of the route and height points - 0.330 km, subbases - profiling and mechanical compaction of the subgrade for pavement structures - 1023m2, mechanical execution of the subbase made of a mixture of unbound aggregate C 90/3 Mechanically stabilized 0/31.5 Mm -25cm-1023m2; Pavement made of Asphalt Concrete Ac11s Wearing Layer Gr 6cm-990m2 B) In Filipowice, 70 Mb long. Location Plot No. 206 Within Filipowice. The scope of works includes: preparatory works - reconstruction of the route and height points - 0.700 km, earthworks - excavations for road and shoulder structures 10m3; Subbases - Profiling and compaction of the subgrade for structural layers of the pavement and shoulders 380m2, mechanical execution of the Basic Subbase Made of a mixture of Unbound Aggregate C 90/3 Mechanically Stabilized 0/31.5 Mm-25cm-300m2; Pavements - Asphalt Concrete Pavement Ac 11s Wearing Layer Thickness 6cm-300m2, Surface Cleaning - 300m2, Surface Sprinkling With Asphalt Emulsion - Quick-Disintegrating - 300m2, Finishing Works - Slopes Made Of Separately Broken Aggregate Surface-Fixed - 80m2. C) In Książnice Wielkie on plot No. 578 and Morsko on plot No. 236 with a length of 225 Mb. The scope of works includes: preparatory works - reconstruction of the route and height points - 0.225 km, mechanical removal of topsoil - 720 m2, demolition of the roadway structure made of aggregate - excavations for the road structure - 216 m3; Foundations - profiling and compaction of the subgrade for the structural layers of the pavement 720m2, execution of an improved subgrade layer made of soil stabilized with a hydraulic binder C 0.4/0.5 On-site 25 cm-720m2, mechanical execution of the subbase made of a mixture of unbound aggregate C 90/3 mechanically stabilized 0/31.5mm-20cm-720m2; Pavements - Ac 11s Asphalt Concrete Pavement Wearing Layer, Gr W-wy 6cm-675m2, D) In Witów, 135 Mb long. Location Plot No. 246 Within Witów. The scope of the Works includes: preparatory works - reconstruction of the Route and Height Points - 0.135 km, clearing of coppices/bushes - 0.050 ha; Removal of the topsoil layer - 140m2; Foundations - profiling and compaction of the subgrade for structural layers of the pavement and shoulders 575m2, execution of an improved subgrade layer made of soil stabilized with a hydraulic binder C 0.4/0.5 On-site 25 cm-440m2, mechanical execution of the base course from a mixture of unbound aggregate C 90/3 Mechanically stabilized 0/31.5 mm-20cm-440m2; Pavements - Asphalt Concrete Pavement Ac 11s Wearing Layer Thickness W-wy 6cm-420m2; Finishing works - shoulders made of crushed aggregate individually surface-fixed - 135m2. E) In Siedliska, 70 Mb long. Location Plot No. 105 in the Siedliska Precinct. The scope of the Works includes: preparatory works - reconstruction of the Route and Altitude Points - 0.700 km, clearing of coppices/bushes - 0.050 ha; Removal of the Topsoil Layer-70m2; Execution of excavations mechanically - 150m3, subbases - profiling and compaction of the subgrade for the structural layers of the pavement and shoulders 325m2, execution of an improved subgrade layer made of soil stabilized with a hydraulic binder C 0.4/0.5 On-site 25 cm - 250m2, mechanical execution of the main subbase made of a mixture Unbound Aggregate C 90/3 Mechanically Stabilized 0/31.5 Mm-20cm-250m2; Pavements - Asphalt Concrete Pavement Ac 11s Wearing Layer Thickness W-wy 6cm-250m2; Finishing works - channels made of PVC pipes with an outer diameter of 400mm Sn8 Culvert - 7m, 2 pcs of end walls for the culvert with a diameter of 40cm, footing for the culvert made of broken aggregates stabilized with a hydraulic binder, Gr after compaction 25cm-7m2, laying of concrete trays depth of 50cm Krakowski-rail type On Cement-sand ballast-75m, shoulders Made of Broken Aggregate Individually Surface-Fixed-75m2. F) In Siedliska, 185 Mb long. Location Plot No. 320 Within Siedliska. The scope of the Works includes: preparatory works - reconstruction of the Route and Height Points - 0.185 km, clearing of coppices/bushes - 0.050 ha; Removal of the topsoil layer - 185m2; Execution of excavations mechanically - 15 m3 of the subbase - profiling and compaction of the subgrade for the structural layers of the pavement and shoulders 760 m2, Mechanical execution of the base subbase made of a mixture of unbound aggregate C 90/3 Mechanically stabilized 0/31.5 Mm-25cm-608m2; Pavements - Asphalt Concrete Pavement Ac 11s Wearing Layer Thickness W-wy 6cm-570m2; Finishing works - Channels made of PVC pipes with an outer diameter of 400mm Sn8 Culvert - 3 m, 2 pcs of end walls for the culvert with a diameter of 40 cm, Height adjustment of sanitary sewage manholes - 5 pcs, shoulders made of broken aggregate individually surface-fixed - 190 m2. G) In Siedliska, 130 Mb long. Location Plot No. 31 Within Siedliska. The Scope of Works includes: preparatory works - reconstruction of the route and height points - 0.130 km, mechanical excavations for road and shoulder structures - 60m3, base - profiling and compaction of the subgrade for structural layers of pavement and shoulder 520m2, mechanical execution of the base course from a mixture of Unbound Aggregate C 90/3 Mechanically Stabilized 0/31.5 Mm-20cm-416m2; Pavements - Pavement of Asphalt Concrete Ac 11s Wearing Layer Thickness 6cm-390m2; cleaning of the Pavement - 390m2, Sprinkling of the Pavement with Quick-settling Asphalt Emulsion - 390m2, shoulders made of individually broken aggregate, surface-fixed - 130m2. The subject of the Order is described in detail in: Design Documentation, Technical Specification for Works Execution and Acceptance, and as an auxiliary in the Bill of Quantities - constituting Appendix No. 8 to the Specification of the Terms and Conditions of the Order.
Closing Date10 Apr 2024
Tender AmountRefer Documents 

City Government Iligan Tender

Philippines
Details: Description Invitation To Bid The Iligan City Government Bids And Awards Committee (bac), Through Special Educational Fund / Sb. No. 1 Cy 2023, Intend To Apply The Sum Of P 10,619,725.15 Being The Approved Budget For The Contract (abc) To Payments Under The Contract For Construction Of 2 Storey 6-classroom Bldg. For Tomas Cabili High School, Brgy. Tomas Cabili, Iligan City With Project No. Cb(b)-24-066 (ceo-infra). Bids Received In Excess Of The Abc Shall Be Automatically Rejected At Bid Opening. The Iligan City Government Bids And Awards Committee Now Invites For The Supply And Delivery Of Items Below-stated: Particulars Construction Of 2 Storey 6-classroom Bldg. For Tomas Cabili High School, Brgy. Tomas Cabili, Iligan City Scope Of Work: General Requirements: •item B5 - Installation Of Project Billboard •item B,7 (2) -occupational Safety & Health Program •item B.9 - Mobilization And Demobilization Item 803 - Earthworks: •excavation Works For Tie Beam, : 15.44 Cu.m. •excavation Works For Col. Footing, : 145.64 •backfilling Works Including Col. Footing, Tie Beam : 64.22 Cu.m. And Flooring @ Ground Floor. : 64.22 Cu.m Item 404 (1) - Reinforcing Steel: •col. Ftng. •vertical & Hor, •lintel Beam •tie Beams •septic Vault •columns •bed Bars •zocalo •concrete Canopy •wall Footings •2nd.floor Slab Item 900 - Reinforced Concrete: •formworks And Scaffoldings •tie Beams •wall Footings •col. Ftng. •concrete Canopy •columns •septic Vault (top •zocalo •lintel Beam Item 901 - Masonry Works: •setting Of 4" Chb 7,938.00 Pcs. •plastering Of 4" Chb On One (1) Side Only 581.53 Sq.mtrs. Item 1010 (2) A & B: Doors •12 Units - 2400mm X 1000mm Panel Door •5 Units - 2100mm X 700mm Solid Flush Door •6 Units - 1500mm X 600mm Swing Door Item 1009: Jalousie Windows •37.8 Sq.mtrs.- 2100mm X 1500mm Jalousie Windows Item 1010 (2) A & B - Carpentry And Joinery Works •use Double Furring And Hardiflex Board For Ceiling. •1/4" Thk. Marine Plywood For Chalkboard •8 Units - Air Vent Item 1013 - Corrugated Metal Roofing •roofing Works -roofing Sheets (long Span) = 771 Lin.mtrs. -g.i. Plain Sht Prefab Ridge Roll (l: 2.4 Mtrs) = 17 Sheets Item 1002 - Plumbing Works •6 Units - Pail Flush (xl) Water Closets • 2"dia. Pvc Pipe (schedule 1000) For Waste Pipes • 4"dia. Pvc Pipe (schedule 1000) For Waste Pipes • 2"dia. Pvc Pipe (schedule 900) For Vtr Item 1100 - Electrical Works •installation Of Electrical Conduits And Wirings, Panel Boards And Junction Boxes. •installation Of Lighting Fixtures, Switches, Convenience Outlets And Aircon Outlets' Item 401 - Railings •installation Of G.i. Pipe (sch.40) For Railings At Main And Exit Stairs •installation Of G.i. Pipe (sch.40) For Railings At Corridor. Item 1047 (2) Structural Steel: •installation Of Trusses & Purlins •installation Of Steel Facia Frame •installation Of Exit Stair •installation Of Sag Rods 1 Permit And Clearance (q = 1.00 Unit) Includes Fire Safety Evaluation Clearance Fee, Brgy. Clearance For Construction Fee, Professional Fee, White Print (a-3). B.5 Project Billboard (q = 2.00 Each) Includes 4' X 8' Tarpaulin,8' X 8' Tarpaulin, 2" X 3" X 14' Coco Lumber, 2" X 3" X 10' Coco Lumber, 2" X 2" X 8' Lumber. B.7(2) Occupational Safety & Health Program (q = 1.00 Lump Sum) Includes Safety Shoes, Safety Helmet, Safety Gloves,specialized Ppe. B.9 Mobilization And Demobilization (q = 1.00 Lump Sum) 803 Earthworks (q = 64.22 Cu.mtrs.) Includes Borrow Materials. 404(1) Reinforcing Steel (q = 33,937.41 Kgs.) Includes 20mm Dia X 6000mm Dsb, 16mm Dia X 6000mm Dsb, 12mm Dia X 6000mm Dsb, 10mm Dia X 6000mm Osb, # 16 Gi Tie Wire, Hauling Cost Of Materials. 900 Reinforced Concrete (q = 224.50 Cu.mtrs.) Includes Premium Cement, Washed Gravel, Washed Sand, 6 Mm Thick Marine Plywood, 2" X 4" X 12' Coco Lumber, 2" X 2" X 12' Coco Lumber, 2" X 2" X 8' Coco Lumber, Assorted Sizes C.w. Nails, Hauling Cost Of Materials. 901 Masonry Work (q = 581.53 Sq.mtrs.) Includes 4"x 8"x 16" Chb (4.83 Mpa.), Portland Cement, Washed Sand, Hauling Cost Of Materials. 1010 (2) Doors (q = 23.00 Units) A & B Includes (01): 1000mm X 2100mm Solid Wooden Panel Door W/ 50mm X 150mm Door Jamb & 300mm X 1000mm Fixed Glass Transom W/ Mahogany Door Jamb; Door Lockset, Knob Type (should Be Heavy Duty); Loose Pin Butt Hinges (should Be Heavy Duty); Wood Preservative; (d2): 700mm X 2100mm Solid Flush Door With 50mm X 150mm Door Jamb W/ Mahogany Door Jamb; (d3): 600mm X 1500mm Wooden Swing Door W/ 50mm X 150mm Door Jamb; Hauling Cost Of Materials. 1009 Jalousie Windows (q = 37.80 Sq.mtrs.) Includes (w2): 2100mm X 1200 Mm Jalousie Window With 4mm Thick Smoked Glass Blades & 2100mm X 300mm Fixed Glass Transom W/ 50mm X 120mm Mahogany Window Jamb; Hauling Cost Of Materials. 1047(2) Structural Steel (q = 1.00 Lot) Includes Top, Bot Chord: 38mm X 38mm X 6mm Angle Bars; Web Members: 25mm X 25mm X 6mm Angle Bars; Facia Frame: 25mm X 25mm X 6mm Angle Bars, 25mm X 6mm Flat Bars; Purlins: 100mm X 50mm X 1.20mm C-purlins; Sag Rod: 12mm Dia. X 6.0m Dsb; Exit Stairway: Expanded Metal Mesh,(4' X 8') (3/4" X 1/2" Hole); Exit Stairway (stringer): 8mm Thk. -180mm X 70mm X 6.0m. C-channel; Exit Stairway (framing & Ribbings): 6mm Thk.-38mm X 38mm X 6.00m. Angle Bars; Exit Stairway (cross Bracing): 6mm Thk.-38mm X 38mm X 6.00m. Angle Bars, Welding Rod (aws 6011); Overhead Tank (flatform): 6mm Thk. - 75mm X 75mm X 6.0m. Angle Bars; Overhead Tank (flatform Bracing): 6mm Thk. - 75mm X 75mm X 6.0m. Angle Bars; Overhead Tank (water Tower): 6mm Thk. - 75mm X 75mm X 6.0m. Angle Bars; Overhead Tank (railings): 38 Mm Dia. X 6000mm G.i. Pipe (sch. 40), Expanded Metal Mesh (4' X 8') (3/4" X 1/2" Hole); Overhead Tank (ladder): Pcs. 6mm Thk. - 50mm X 50mm X 6.0m. Angle Bars; 4" Dia Grinding Disk, 4" Dia Cutting Disk, Hauling Cost Of Materials. 1003 Carpentry And Joinery Works (q = 451.00 Sq.mtrs.) Includes Chalkboard: 6 Mm Thick Marine Plywood; Air Vents: 1" X 1" X 10', S4s Gimelina Lumber; Vert & Hor. Studs (chalkboard):1"x 2" X 8', S4s Gimelina Lumber; Frames (chalkboard): 1"x 3" X 10', Gimelina Lumber; 0.60mm Thk. -17 Mm X 49 Mm X 17 X 5.00 M Double Furring; 1/4" X 4' X 8' Hardiflex Board; 0.40mm Thk. - 25 Mm X 25 Mm X 2.44 M Wall Angle; 1- 1/2" Concrete Nails; Blind Rivets (1/2" X 1/8"); Riveter; Hardiscrew, 3/4" (500 Pcs/box); Hauling Cost Of Materials. 1013 Corrugated Metal Roofing (q = 462.30 Sq.mtrs.) Includes 0.50mm Thk. X 1200 Mm Wide Colored Long Span Roofing Sheets, 0.50mm Thk. X 300mm X 2400mm G.i. Pin. Sht Pre-fab Ridge Roll, 0.50mm Thk. X 300mm X 2400mm Bended Fascia Sheet, Blind Rivets ( 1/2" X 1/8"), Self Tapping Fastener 2-1/2" (100 Pcs/box), Riveter, Vulca Seal, Hauling Cost Of Materials. 1002 Plumbing Works (q = 1.00 Lot) Includes Pail Flush (xl) Water Closet; 4"x4" Floor Drain, Stainless; 4" Dia. Pvc Clean-out; 4" Dia. Pvc Elbow, 1/8 Bend; 4" Dia. Pvc Wye; 4" Dia. Pvc P-trap; 4" Dia. X 10' Pvc Pipes, S-1000; 3" Dia. X 10' Pvc Pipes, S-1000; 3" Dia. Pvc Coupling; 2" Dia. Pvc P-trap; 2" Dia. Pvc Coupling; 2" Dia. Pvc 45 Dia. Elbow; 2" Dia. Pvc Clean Out; 2" Dia. Pvc Elbow,1/8 Bend; 2" Dia. X 10' Pvc Pipes, 5-1000; Vtr: 2" Dia. X 10' Pvc Pipes, S-900; Pvc Cement, 800cc; 1/2" Dia. Ball Faucet, Italy; 1/2" Dia. G.i. Elbow, 90°; 1/2" Dia. G.i. Tee; 1/2" Dia. G.i. Tee; 1/2" Dia. G.i. Coupling; 1/2" Dia. G.i. Union; 1/2" Dia. X 20' G.i. Pipes, Sch-40; " Dia. X 20' G.i. Pipes, Sch-40; 2" Dia. X 20' G.i. Pipes, Sch-40; " Dia. G.i. Coupling; 2" Dia. G.i Coupling; " Dia. G.i. Gate Valve; 2" Dia. G.i. Gate Valve; Teflon Tape (big); Polyethylene Tank Vertical (1500l); 1.5 Hp Water Pump; Water Meter; Hauling Cost Of Materials. 1100 Electrical Works (q = 1.00 Lot) Includes 2.0mm2 Thhn Stranded Copper Wire; 3.5mm2 Thhn Stranded Copper Wire; 8.0mm2 Thhn Stranded Copper Wire; 30.0mm2 Thhn Stranded Copper Wire; Circuit Breaker 2 Pole 15at Plug In Type 230v; Circuit Breaker 2 Pole 20at Plug In Type 230v; Circuit Breaker 2 Pole 50at Plug In Type 230v; Electrical Panelboard 4 Branches Plug In Type 6hole; Industrial Housing With Powder Coated Reflector 2x4' With 2 T8 Led Tube Light 18w Daylight; Industrial Housing With Powder Coated Reflector 1x4' With 1t8 Led Tube Light 18w Daylight; Switch Three Gang With Indicator Light 230v; Switch Two Gang With Indicator Light 230v; Junction Box 4"x4" Pvc; Utility Box 2"x4" Pvc; Pvc Conduit 15mm; Duplex Convenience Outlet; Ceiling Receptacle; Led Bulb 9w 230v; 2 Pole Circuit Breaker 100at With Enclosure; Secondary Rack 2 Pole Insulator; Service Entrance Cap 25mm; Electrical Metallic Tubing 25mm; Hauling Cost Of Materials. 401 (1) Railings (q = 1.00 Lot) Includes Stair Railings (main): 50mm Dia. X 6000mm G.i. Pipe (sch. 40), 38mm Dia. X 6000mm G.i. Pipe (sch. 40), 25mm Dia. X 6000mm G.i. Pipe (sch. 40), 12mm X 6000mm Square Bar, Welding Rod, (aws 6011); Stair Railings (ex17): 38mm Dia. X 6000mm G.i. Pipe (sch. 40), 12mm X 6000mm Square Bar; Corridor Railings: 50 Mm Dia. X 6000mm G.i. Pipe (sch. 40), 12 Mm X 6000mm Square Bar, 4" Concrete Nails, Hauling Cost Of Materials. Approved Budget For The Contract (abc): P 10,619,725.15 Required Bid Security: 2% Of The Abc If Cash, Manager’s Check; Bank Draft/guarantee, Irrevocable Letter Of Credit Confirmed Or Authenticated By A Universal Or Commercial Bank; And 5% Of The Abc If Surety Bond Callable Upon Demand Issued By A Surety Or Insurance Company Duly Certified By The Insurance Commission As Authorized To Issue Such Security. Delivery Period Is Within Two Hundred Sixty (260) Calendar Days From Receipt Of Notice To Proceed. Bidders Should Have Completed, Within Three (3) Years From The Date Of Submission And Receipt Of Bids, A Contract Similar To The Project. The Description Of An Eligible Bidder Is Contained In The Bidding Documents, Particularly, In Section Ii. Instruction To Bidders. Bidding Will Be Conducted Through Open Competitive Bidding Procedures Using A Non-discretionary “pass/fail” Criterion As Specified In The Implementing Rules And Regulations (irr) Of Republic Act (ra) 9184, Otherwise Known As The “government Procurement Reform Act”. Bidding Is Restricted To Filipino Citizens/sole Proprietorships, Partnerships, Or Organizations With At Least Sixty Percent (60%) Interest Or Outstanding Capital Stock Belonging To Citizens Of The Philippines, And To Citizens Or Organizations Of A Country The Laws Or Regulations Of Which Grant Similar Rights Or Privileges To Filipino Citizens, Pursuant To Ra 5183 And Subject To Commonwealth Act 138. Interested Bidders May Obtain Further Information From Iligan City Government And Inspect The Bidding Documents During Office Hours From 8:00 A.m. – 12:00 P.m. And 1:00 P.m. – 5:00 P.m. At The Office Of The Bids And Awards Committee, 2nd Floor City Hall Main Bldg., Buhanginan Hills, Pala-o, Iligan City. The Complete Schedule Of Activities Is Listed, As Follows: Activities Schedule 1. Pre-procurement: July 2, 2024 – 9:30 A.m. At Casimero P. Cabigon Hall, 2nd Floor City Hall Main Bldg., Buhanginan Hills, Pala-o, Iligan City 2.issuance Of Bid Documents: July 9 – July 30, 2024 – 8:00 A.m. At Casimero P. Cabigon Hall, 2nd Floor City Hall Main Bldg., Buhanginan Hills, Palao, Iligan City 3.pre-bid Conference: July 16, 2024 – 9:30 A.m. At Casimero P. Cabigon Hall, 2nd Floor City Hall Main Bldg., Buhanginan Hills, Pala-o, Iligan City 4.submission Of Bids: July 30, 2024 – 9:30 A.m. At Casimero P. Cabigon Hall, 2nd Floor City Hall Main Bldg., Buhanginan Hills, Pala-o, Iligan City 5.opening Of Bids: July 30, 2024 – 9:30 A.m. At Casimero P. Cabigon Hall, 2nd Floor City Hall Main Bldg., Buhanginan Hills, Pala-o, Iligan City A Complete Set Of Bidding Documents Will Be Available To Prospective Bidders Upon Payment Of A Non-refundable Amount Of P 25,000.00 To The Iligan City Government Cashier, At The Bac Office, 2nd Floor, City Hall Main Building, Buhanginan Hills, Pala-o, Iligan City. The Iligan City Government Reserves The Right To Accept Or Reject Any Bid, To Annul The Bidding Process, And To Reject All Bids At Any Time Prior To Contract Award, Without Thereby Incurring Any Liability To The Affected Bidder Or Bidders. Furthermore, The City Government Of Iligan Assumes No Responsibility Whatsoever To Compensate Or Indemnify Bidders For Any Expense Or Loss Incurred In The Preparation And Submission Of The Eligibility Statements And Bids. Approved By: (signed)darwin J. Manubag, Phd. Bac Chairman Date Of Advertisement/posting: July 9, 2024 Place Of Posting/advertisement: City Hall/ibjt Bulletin Boards, Iligan Official Website, Phil-geps Itb No. 24-066 (icws-infra)
Closing Date30 Jul 2024
Tender AmountPHP 10.6 Million (USD 181.2 K)

City Government Iligan Tender

Civil And Construction...+1Building Construction
Philippines
Details: Description Invitation To Bid The Iligan City Government Bids And Awards Committee (bac), Through Trust Fund, Intend To Apply The Sum Of P 5,607,091.77 Being The Approved Budget For The Contract (abc) To Payments Under The Contract For Construction Of Gtlmh Hems Building With Parking Area With Project No. Cb(b)-24-050 (ceo-infra). Bids Received In Excess Of The Abc Shall Be Automatically Rejected At Bid Opening. The Iligan City Government Bids And Awards Committee Now Invites For The Supply And Delivery Of Items Below-stated: Particulars Construction Of Gtlmh Hems Building With Parking Area Scope Of Work Provision Of Field Office For The Engineer • Standard Engineer Field Camp, Office Table And Chair • Laptop Computer For Field Engineer General Requirements • Installation Of Project Billboard • Occupational Safety And Health Program • Permits And Clearance • Mobilization And Demobilization Earthworks • Staking, Lay-out Of Lines, Grades & Elevation Of The Building To Be Constructed As Per Plan And Specifications • Excavation Work For Footings, Wall Footings, Grease Trap, Catch Basin And Surface Tank • Gravel Bedding For Footings, Wall Footings, Ground Slab, Grease Trap, Catch Basin And Surface Tank • Backfilling Of Common Soil Using Excavated Soil Must Be Compacted Layer By Layer Concrete Work, Formwork & Scaffolding • Footings • Concrete Gutter • Wall Footings • Wheel Stopper • Tie Beams • Surface Tank • Columns • Grease Trap • Beams • Catch Basin • Roof Beams • Concrete Stairs • Slab • Concrete Canopy Electrical Works • Installation Of Lighting, Convenience Outlets And Wires. • Installation Of Panel Board And Circuit Breaker Steel Reinforcement • Footings • Wall Footings • Tie Beam • Columns • Beams • Roof Beams • Slab • Concrete Gutter • Wheel Stopper • Surface Tank • Grease Trap • Catch Basin • Concrete Stairs • Concrete Canopy • Masonry Works Masonry Works • Chb Wall Partition (4 In. Chb) • Fire Wall And Parapet Wall (6 In. Chb) • Surface Tank (4 In. Chb) Architectural Works • Doors, Windows And Glassworks • Painting Works - Interior And Exterior Wall, Ceiling, Rafter, Purlins And Monkey Ladder • Tinsmithry - Roofing Sheets And Accessories • Installation Of Water Tanks (500 And 1000 Liters) Plumbing Works • Waste, Soil And Water Pipe • Installation Of Lavatory • Installation Of Water Closet • Installation Of Kitchen Sink • Installation Of Faucets Concrete Pipe • Installation Of Concrete Pipe 8" Di. For Drainage Structural Steel • Aluminum Cladding • Rafter • Purlins • Railings (handrails And Post) • Monkey Ladder Tile Works • Installation Of 600mm X 600mm Glazed Ceramic Tiles For Floor Tiles • Installation Of 300mm X 300mm Glazed Ceramic Tiles For Stairs, Cr Wall And Sink • Installation Of 300mm X300mm Non-skid Ceramic Floor Tiles For Cr Floor • Installation Of Outdoor Wall Tile For Cladding, See Plan For Details • Install Stair Nosing For Stairs And Tile Trim For Kitchen Sink I. Facilities For The Engineer A. Provision Of Field Office For The Engineer (q = 1.00 Lot) Ii. General Requirements A. Project Billboard (q = 2.00 Sets) Includes 4' X 8' Tarpaulin, 8' X 8' Tarpaulin, 2"x 3"x 14" Coco Lumber, 2"x 3"x 10" Coco Lumber, 2"x 2"x 8" Coco Lumber, Assorted Sizes C.w. Nails. B. Occupational Safety And Health Program (q = 1.00 Lot) Includes Safety Shoes, Safety Helmet, Safety Gloves, Specialized Ppe. C. Permits And Clearance (q = 1.00 I.s.) Includes Fire Safety Evaluation Fee, Brgy. Clearance For Construction Fee, Professional D. Mobilization / Demobilization (q = 1.00 Lot) Iii. Earthworks A. Structure Excavation (q = 48.37 Cu.m) Includes Volume To Be Excavated. B. Backfilling (q = 38.97 Cu.m) Includes Volume To Be Backfilled (includes Compaction). C. Gravel Bedding (q = 12.43 Cu.m) Includes Volume Of Gravel Bedding. Iv. Concrete Works A. Concrete Work, Formwork & Scaffolding (q = 56.83 Cu.m) Includes Portiand Cement, Washed Sand, Washed Gravel, Water Proofing Cement (908 G), Marine Plywood 18mm Thk. X 4' X 8', 2" X 3" X 10' Coco Lumber, 2" X 2" X 10' Coco Lumber, Assorted Sizes C.w. Nails. V. Steel Works A. Structural Steel (q = 1.00 Lot) Includes Angle Bar 25 X 25 X 4 X 6000 Mm; Angle Bar 38 X 38 X 6 X 6000 Mm; Angle Bar 50 × 50 × 6 X 6000 Mm; Angle Bar 75 X 50 X 6 X 6000 Mm; Stainless Steel Pipe 50mm 0, 1.5mm Thk X 6000 Mm; Tubular 100 X 50 X 1.2 X 6000 Mm; C-purlins 50 X 75 X 12 X 1.2x 6000mm; Flat Bar 50 X 6mm X 6000mm; Welding Rod (6011); 4" Cutting Disk; 4" Grinding Disk; Expanded Metal Black Iron 4' X 8' X 1.5mm Thk (1/2"x1" Hole); Aluminum Composite Panel (3.0mm X 4' X 8'); Aluminum Tubular (1"×2"x1") X 9ft; Blind Rivets, 1000pc/box; Tuks Screw #12 With Metal Screw #14 × 2" (100pcs/ Pack) B. Steel Reinforcements (q = 1.00 Lot) Includes 10mm Odsb, 12mm Odsb, 16mm Odsb, No. 16 G.i. Tie Wire. Vi. Masonry Works A. Masonry Works (q = 310.74 Sq.m.) Includes 4" Chb 700psi, 6" Chb 700psi, Portland Cement, Washed Sand. Vii. Architectural Works A. Doors, Windows And Glassworks (q = 8.0 Set) Includes D1: 4-panels Aluminum Framed Clear Glass Sliding Door With Fix Windows (4mm Thk.) With Complete Accessories (3925x2450 Mm); D2: 4-panels Aluminum Framed Clear Glass Sliding Door With Fix Windows (4mm Thk.) With Complete Accessories (3300x2450 Mm); D3: 2-panels Aluminum Framed Clear Glass Sliding Door With Fix Windows (4mm Thk.) With Complete Accessories (1650x2450 Mm); D4: Aluminum Framed Clear Glass Swing Door (4mm Thk.) With Complete Accessories (1650x2450 Mm); D5: 700mm X 2100mm Flush Door With 50 X 150 Mm Door Jamb And Hinges; D6: 700mm X 2100mm Plastic Polydoor With 50 X 150 Mm Door Jamb And Hinges; W1: 2100mm X 700mm Aluminum Framed Sliding Glass Window; W2: 400mm X 700mm Aluminum Framed Sliding Glass Window; Tempered Glass 12mm Thk; 4- Way Glass Spider Fittings. B. Painting Works (q = 726.20 Sq.m.) Includes Concrete Neutralizer, Skim Coat (20kg/pack), Permacoat Flat Latex, Masonry Putty, Latex Paint (semi Gloss), Acrytex Cast, Permacoat Latex, Acrytex Reducer, Red Oxide Primer, Quick Drying Enamel, Paint Roller 7" W/ Paint Tray, Paint Brush 2-½", Paint Brush 1", Thinner, Sand Paper (assorted Sizes), Tape Fiberglass Mesh (48mm X 30m). C. Ceiling Works (q = 199.54 Sq.m.) Includes 4.5mm Thk X 4" X 8" Hardilite Ficem Board, Double Furring, 0.40mm Thk. X 17 X 49 X 17 X 5.00m, Wall Angle 25 X 25 X 0.4 Mm (3m), W Clip Furring, Blind Rivets (1000pcs/box), Concrete Nails 1-1/2", Riveter. D. Tinsmithry (q = 119.38 Sq.m.) Includes 0.50 Mm Thk. X 1000mm Coloured Rib Type, Wall Flashing (0.4mm Thk) X 8ft, Hek Screw (12 × 65mm), Blind Rivets (1000pcs/box), Vulca Seal (1l), Touch-up Paint, #16 G.i. Tie Wire. Viii. Plumbing Works A. Plumbing (q = 1.00 Lot) Includes Water Closet, Standard Size With Complete Fittings (royal Tern) (sparrow Complete Set); Top Inlet Urinal Wall Mount Water Sense Urinal (565x400x320mm); Stainless Kitchen Sink W/ Complete Acc. 86x50cm; Wall Hung Lavatory With Complete Acc.; 4"x4" Floor Drain, Stainless; Stainless Steel Flexible Gooseneck Faucet, Heavy Duty; Faucet Hose Bibb, Heavy Duty; 3" Dia. Pvc Elbow, 1/4 Bend; 3" Dia. Pvc Coupling; 3" Dia. Pvc P-trap; 3" Dia. Pvc Sanitary Tee; 3" Dia. Pvc Wye; 3" Dia. Pvc Clean Out; 3" Dia. X 10' Pvc Pipe, S-900; 3" Dia. X 10' Pvc Pipe, S-1000; Pvc Cement, 400cc; 1/2" Dia. Gi Elbow 1/4 Bend; 1/2" Dia. Gi Tee; 1/2" Dia. Gi Coupling; 1/2" Dia. X 20' Gi Pipe; Water Pump 1hp, Heavy Duty; Stainless Vertical Water Tank Vertical (500 L); Stainless Vertical Water Tank Horizontal (1000 L); Teflon Tape (big); Check Valve; Water Meter; Gate Valve. Ix. Electrical Works A. Electrical (q = 1.00 Lot) Electric Wire ,3.5mm2(#12awg)thhn Stranded Copper Wire; Electric Wire, 5.5mm2#12awg) Thhn Stranded Copper Wire; Electric Wire, 14.0mm2 Thhn Stranded Copper Wire; Electric Wire ,50mm2 Thhn Stranded Switch 1 Gang 3way Switch; Led Panel Light Square Surface Mounted 18w 8" Daylight; Led Weatherproof Fixture 1x1200mm W/ 1- T8 Led; Lighting Ceiling Receptacle 4"; Led Bulb 18w Daylight; Led Downlight 18w Recessed Round Type; Duplex Convenience Outlet; Range Outlet With Square Box 30a; Pvc Flexible Conduit 15mm; Pvc Conduit Pipe, 15mm X3 Meters; Pvc Conduit Coupling (15mm) Dia.; Pvc Conduit Elbow 90deg (15mm)dia.; Pvc Conduit Male Adaptor W/ Locknut (15mm Dia.}; Pvc Clamp 15mm; Tox Screw 8mm; Junction Box, Pvc Octagonal W/ Cover 4"x4" Depth Type; Utility Box 2x4" Depth Type; Circuit Breaker, 15at/50 Af, 2pcb, 230vac Bolt-on Type; Circuit Breaker 20at/50af,2pcb, 230vac Bolt On Type; Circuit Breaker 30at/50af,2pcb, 230vac Bolt On Type; Molded Case Circuit Breaker 150at ,tqd 2pcb, 230vac Bolt On Type; Electrical Tape 3/4" X20yds; Electrical Panelboard 14 Branches Bolt On Type 2 Pole; Service Entrance Cap ( 32mm ); Elbow 90 Degree (rsc) 32mm; Rsc Conduit 32mm; Rsc Coupling 32mm; Steel Clamp 32mm; Secondary Rack W/ Spool Insulator; Grounding Rod 1meter X 5/8 With Grounding Clamp 5/8 (copper Plated). Ix. Others A. Concrete Pipe 8 Dia." (q = 23.00 I.m.) Includes 200mm X 1000mm Concrete Pipe (8" Dia.), Portland Cement, Washed Sand, Sand Bedding/selected Sandy Soil. B. Tile Works (q = 110.07 Sq.m.) Includes 600mm X 600mm Glazed Ceramic Tiles, 300mm X 300mm Glazed Ceramic Tiles, 300mm X300mm Non-skid Ceramic Floor Tiles, Outdoor Wall Tile (16pcs/ Box), Tile Grout (2kg), Tile Adhessive (heavy Duty 25kg), Portland Cement, Washed Sand, 1.5mm X14.7mm X 33mm X 2.5m Brass Stair Nosing, Tile Trim Pvc 9mm (8ft). Approved Budget For The Contract (abc): P 5,607,091.77 Required Bid Security: 2% Of The Abc If Cash, Manager’s Check; Bank Draft/guarantee, Irrevocable Letter Of Credit Confirmed Or Authenticated By A Universal Or Commercial Bank; And 5% Of The Abc If Surety Bond Callable Upon Demand Issued By A Surety Or Insurance Company Duly Certified By The Insurance Commission As Authorized To Issue Such Security. Delivery Period Is Within One Hundred Fifty (150) Calendar Days From Receipt Of Notice To Proceed. Bidders Should Have Completed, Within Three (3) Years From The Date Of Submission And Receipt Of Bids, A Contract Similar To The Project. The Description Of An Eligible Bidder Is Contained In The Bidding Documents, Particularly, In Section Ii. Instruction To Bidders. Bidding Will Be Conducted Through Open Competitive Bidding Procedures Using A Non-discretionary “pass/fail” Criterion As Specified In The Implementing Rules And Regulations (irr) Of Republic Act (ra) 9184, Otherwise Known As The “government Procurement Reform Act”. Bidding Is Restricted To Filipino Citizens/sole Proprietorships, Partnerships, Or Organizations With At Least Sixty Percent (60%) Interest Or Outstanding Capital Stock Belonging To Citizens Of The Philippines, And To Citizens Or Organizations Of A Country The Laws Or Regulations Of Which Grant Similar Rights Or Privileges To Filipino Citizens, Pursuant To Ra 5183 And Subject To Commonwealth Act 138. Interested Bidders May Obtain Further Information From Iligan City Government And Inspect The Bidding Documents During Office Hours From 8:00 A.m. – 12:00 P.m. And 1:00 P.m. – 5:00 P.m. At The Office Of The Bids And Awards Committee, 2nd Floor City Hall Main Bldg., Buhanginan Hills, Pala-o, Iligan City. The Complete Schedule Of Activities Is Listed, As Follows: Activities Schedule 1. Pre-procurement: May 28, 2024 – 9:30 A.m. At Casimero P. Cabigon Hall, 2nd Floor City Hall Main Bldg., Buhanginan Hills, Pala-o, Iligan City 2.issuance Of Bid Documents: June 4, 2024 – June 25, 2024 – 8:00 A.m. At Casimero P. Cabigon Hall, 2nd Floor City Hall Main Bldg., Buhanginan Hills, Palao, Iligan City 3.pre-bid Conference: June 11, 2024 – 9:30 A.m. At Casimero P. Cabigon Hall, 2nd Floor City Hall Main Bldg., Buhanginan Hills, Pala-o, Iligan City 4.submission Of Bids: June 25, 2024 – 9:30 A.m. At Casimero P. Cabigon Hall, 2nd Floor City Hall Main Bldg., Buhanginan Hills, Pala-o, Iligan City 5.opening Of Bids: June 25, 2024 – 9:30 A.m. At Casimero P. Cabigon Hall, 2nd Floor City Hall Main Bldg., Buhanginan Hills, Pala-o, Iligan City A Complete Set Of Bidding Documents Will Be Available To Prospective Bidders Upon Payment Of A Non-refundable Amount Of P 10,000.00 To The Iligan City Government Cashier, At The Bac Office, 2nd Floor, City Hall Main Building, Buhanginan Hills, Pala-o, Iligan City. The Iligan City Government Reserves The Right To Accept Or Reject Any Bid, To Annul The Bidding Process, And To Reject All Bids At Any Time Prior To Contract Award, Without Thereby Incurring Any Liability To The Affected Bidder Or Bidders. Furthermore, The City Government Of Iligan Assumes No Responsibility Whatsoever To Compensate Or Indemnify Bidders For Any Expense Or Loss Incurred In The Preparation And Submission Of The Eligibility Statements And Bids. Approved By: (signed) Darwin J. Manubag, Phd. Bac Chairman Date Of Advertisement/posting: June 4, 2024 Place Of Posting/advertisement: City Hall/ibjt Bulletin Boards, Iligan Official Website, Phil-geps Itb No. 24-050 (ceo-infra)
Closing Date25 Jun 2024
Tender AmountPHP 5.6 Million (USD 95.3 K)

DEPT OF THE NAVY USA Tender

Others...+2Civil And Construction, Civil Works Others
United States
Details: Amendment 0003: n0016422snb83 - Request For Information (rfi)/sources Sought (ss) – Architect And Engineering – Fsc/psc C220 – Naics 5413 issue Date: 15 Aug 2022 Closing Date: 23 Sep 2022 (1200pm Et) amendment 0003 Is Issued To Extend The Closing Date To 23 September At 1200pm Et, To Present Questions And Answers Received To Date, And To Clarify Submission Pocs. questions And Rfi Response Submissions Should Be Submitted Only To Jared Myers, Jared.s.myers3.civ@us.navy.mil, Aaron Hohl, Aaron.m.hohl.civ@us.navy.mil, Or Shayden Flynn, Shayden.m.flynn.civ@us.navy.mil By Email Only. questions With Answers Received: q1. Please Confirm That The Intent Is For Nswc Crane To Manage A Facilities Design And Construction Contract. Will Navfac Have A Role, Or Is This Entirely Separate, Controlled And Managed Within The Nswc Contracts Group? a1. That Is Correct, Nswc Crane Will Be Managing This Facilities Design And Construction Contract. Navfac Will Not Have A Role In The Management Of This Effort. This Will Be Entirely Separate, Controlled And Managed Within The Nswc Contracts Group. q2. You Request Poc Information For Our Fso. Is Classified Work Expected Under This Contract? a2. Work In Spaces With Various Classification Levels May Be Required, Thus Drawings And Other Documents Related To The Projects Require Fso And Facility Security Checks. Therefore, We Are Requesting This Information To Get A Feel For Contractor Capability Regarding Security. q3. Since This Is A Sources Sought Notice, As A Large Business Would Not Typically Respond. However, Sometimes Contracting Officers Like To See The Full Range Of Available, Capable Contractors, Small And Large. What Is Your Expectation? a3. We Are Attempting To Gauge Participation And Interest From All Ae Firms, Both Small And Large. The More Interest We Experience In This Rfi/ss Notice, The More Accurately We Can Assess The Market. q4. One, May We Use A 11 X 17 Formatted Sheet For A Portion Of Our Response? We’d Assume It Would Count As Two (2) Pages. a4. Please Utilize The Page/paper Size Prescribed In The Announcement (8 ½ X 11 In Paper). q5. Two, Are We Correct That The Response Is To Be Sent Electronically By Email? If So, Designate The Email Address To Be Used. If We Are Incorrect And A Hard Copy Is Required, Designate How Many Copies And Provide The Address/person To Whom It Should Be Sent. a5. Correct, The Response Should Be Sent Electronically To All Three Government Addresses Included In The Announcement (jared Myers, Aaron Hohl, Shayden Flynn). Hard Copies Will Not Be Accepted. q6. As Part Of The Response, It Mentions: Completed Market Research Survey (not Included In Page Count), But There Is No Attachment In The Sam.gov Posting. Is There An Attachment That Needs To Be Filled Out As Well? If So, Could You Please Send It? a6. The “completed Market Research Survey” Language Included In Rfi/ss Announcement N0016422snb83 Was Included In Error. Please Disregard This Language When Preparing Your Response. q7. Size Standard Was $11.0 Million That Has Been Modified. No Size Specified. Is This Because It Is A Sources Sought For Interested Parties Or Do To The Naics Code Change? Is There A New Size Standard? a7. There Is No Individual Size Standard Associated With The General 5413 Naics Designation. q8. The Facility Security Officer, Can You Expand On What Qualification You Are Looking For In This Person? What Clearance Do They Need? a8. Please See Nispom 32 Cfr 117 For Information Regarding Fso Requirements. q9. Does Nswc Anticipate Soliciting For A Multiple-award, Or A Single-award Idiq? a9. A Multiple Award Contract (mac) Is Anticipated, But Market Research Will Ultimately Guide The Best Path Forward. q10. What Is The Size Range Of Anticipated Projects? a10. Size Range Will Vary From Project To Project. The Majority Of The Task Orders Are Anticipated To Be Less Than $250,000, But Some Could Reach Up To $2m. q11. Does Nswc Anticipate This Being Set Aside For Sb? a11. Market Research Will Ultimately Guide The Best Path Forward Regarding Set-aside Designation. q12. Are Existing Navfac Contract Vehicles Under Consideration For This Work? a12. This Future Solicitation, Contracts, And Awards Will Exist Independently From Navfac. q13. Will This Nswc Crane Ae Idiq Vehicle Supplement Or Will They Replace The Existing In-place Navfac Midlant Ae Tools For The Architect-engineering Work Required At Nswc Crane? a13. This Future Solicitation, Contracts, And Awards Will Exist Independently From Navfac In Its Entirety With No Intended Impacts To Navfac Current Tools. q14. Will This Nswc Crane Ae Vehicle Be A Single Award? a14. A Multiple Award Contract (mac) Is Anticipated, But Market Research Will Ultimately Guide The Best Path Forward. q15. What Will Be The Idiq Value And Contract Award Term? a15. The Intention Of This Rfi Is To Conduct Market Research As The Requirement Is Still Being Analyzed. Additional Solicitation Details Will Be Posted Separately From This Rfi At The Conclusion Of Market Research. q16. What Is The Background For This Requirement? a16. Purpose And Requirements Sections Of The Original Announcement Provide The Background Information. q17. The Sources Sought Lists A Very Broad Sow. Are There Portions Of The Sow That May Be A Focus Of Nswc Crane Over The Life Of The Idiq? a17. This Idiq Will Feature A Combination Of Both Vertical And Horizontal Work, As Well As Other Architectural, Engineering, And Related Services. An Estimate Of Anticipated Tasking Type Ratios Is Not Available. q18. Is Nswc Crane Open To Meeting With Potential Ae Firms Either One-on-one Or Through An Industry Day Prior To Posting Of The Solicitation? a18. Industry Day And/or Individual Meeting Potential Will Be Discussed At The Conclusion Of Market Research. q19. Do You Require Us To Team With Subconsultants To Meet All Services Listed? a19. The Resultant Prime Contractor(s) Would Be Responsible To Meet All Services With Properly Certified Individuals. The Manner In Which All Requirement Are Met, Is At The Discretion Of The Prime. q20. Will The Cover Letter And Tab Pages Be Included In The Page Count? a20. No. Cover Page And Tab Pages Are Not Included In The Page Count. amendment 0002: n0016422snb83 - Request For Information (rfi)/sources Sought (ss) – Architect And Engineering – Fsc/psc C220 – Naics 5413 issue Date: 15 Aug 2022 Closing Date: 14 Sep 2022 amendment 0002 Is Issued To Remove A Clerical Error For The Original Posting. A Completed Market Research Survey Is Not Required At Initial Submission Of Interest. The Government Will Provide A Copy Of The Market Research Survey Via Electronic Mail To Vendors That Have Responded To The Rfi And Submitted A Capability Statement. amendment 0001: amendment 0001 Is Issued To Update The Naics From 541330 – Engineering Services To 5413 - Architectural, Engineering, And Related Services. n0016422snb83 - Request For Information (rfi)/sources Sought (ss) – Architect And Engineering – Fsc/psc C220 – Naics 541310 issue Date: 15 Aug 2022 Closing Date: 14 Sep 2022 note: This Is Not A Solicitation For Proposals. This Is An Rfi/ss Only. This Rfi/ss Is For Planning And Informational Purposes Only And Shall Not Be Considered As A Request For Proposal (rfp) Or As An Obligation On The Part Of The Government To Acquire Any Products Or Services. The Government Will Not Be Responsible For Any Costs Incurred In Responding To This Rfi/ss Or Furnishing The Requested Information. No Entitlement To Payment Of Direct Or Indirect Costs Or Charges By The Government Will Arise As A Result Of A Contractor’s Submission Of Responses To This Rfi/ss Or The Government’s Use Of Such Information. The Government Reserves The Right To Reject, In Whole Or In Part, Any Contractor’s Input Resulting From This Rfi/ss. No Contract Will Be Awarded From This Announcement. Pursuant To Federal Acquisition Regulations (far) 15.201(e), Responses To This Rfi/ss Are Not Offers And Cannot Be Accepted By The Government To Form A Binding Contract. The Information Provided In This Rfi/ss Is Subject To Change And Is Not Binding On The Government. Fsc/psc Codes Anticipated Include: architect And Engineering Pscs c1aa c1ab c1az c1bf c1ea c1eb c1ec c1ga c1gd c1gz c1ha c1hb c1hc c1hz c1jb c1lb c1nz c1pc c212 c219 c220 c221 c222 c223 purpose: this Rfi/ss Constitutes Market Research In Accordance With Far Part 10 And Is Not An Rfp. Nswc Crane Is Issuing This Rfi/ss To Gain Information Of Current Market Conditions And Size Standards As Well As To Identify Potential Vendors With Proven Capabilities To Provide Planning, And/or Design For New Construction, Renovation, Repair, Replacement, Demolition, Alteration, And/or Improvement Of Facilities And Infrastructure For Simultaneous Architect And Engineering Projects To Be Performed At The Following Locations: Nswc Crane; Lake Glendora Test Facility. The Government Is Seeking Information To Determine An Acceptable And Appropriate Acquisition Strategy To Meet Both Regulations And Timely Facility Requirements. requirements: nswc Crane Requirements Are In Support Of Providing Planning, And/or Design For New Construction, Renovation, Repair, Replacement, Demolition, Alteration, And/or Improvement Of Facilities And Infrastructure. Additionally, Types Of Items May Include, But Not Be Limited To: -building Renovations And/or Additions -site Work Required To Support New Work -new Construction -roads, Parking Areas, Or Bridges -foundations -retaining Walls -failure Investigation Including Destructive And Non‐destructive Testing -seismic Evaluation And Design -progressive Collapse Analysis -blast Resistant Design -structural Engineering Investigations -utility Systems Including Sanitary And Storm -water Systems -storm Water Management -sediment And Erosion Control -earthwork -surveying -pavement Design -civil Engineering Studies -electrical And Heating, Ventilation And Air Conditioning (hvac) Design For Renovations Or New Facilities engineering Services May Include, But Are Not Limited To: -concept Design -preparation Of Project Programming Documents -facility Siting Studies -environmental Assessments -geotechnical Services -engineering Studies And Services -design-build Request For Proposals (rfps) architect And Engineering Services May Include, But Is Not To Be Limited To: -planning Studies -project Programming Documents -developing Of Requirements -preparing Engineering Evaluations -project Scope -unit Guidance Or Parametric Cost Estimating -cost Valuation Surveying -development Of Alternatives And Economic Analysis -analysis Of Proposed Sites For Foundations, Utilities, And/or Access -constraints And Identification Of Environmental Issues -concept And Site Sketches -recommendations On Potential Utilities Impacts, Sustainable Features, And May Require Enhancement Of Previously Prepared Basic Documentation. all Such Work Shall Be Accomplished In Strict Accordance With All Applicable Navy And Local Instructions, Processes, And Procedures. Architectural And Engineering Requirements Will Be Identified In Individual Orders. The Architectural And Engineering Requirements May Be Executed At Nswc Crane; Crane, Indiana Or Lake Glendora Test Facility; Sullivan, Indiana. the Contractor Will Be Responsible To Provide All Management, Labor, Material, Equipment, Transportation, Supervision, And Environmental And Quality Controls Related To Performing A Maximum Of Four (4) Simultaneous Projects. requested Information: respondents Who Are Interested Shall Provide A Capability Statement That Identifies The Successful Performance Of Architectural And Engineering Projects That Have Been Completed Within A Five (5) Year Timeframe Of The Posting Date Of This Rfi. The Capability Statement Shall Specify Whether Performance Was Completed As A Prime Contractor Or Via A Subcontractor Arrangement. Previous Projects Identified Shall Notate Whether The Effort Was For Commercial Entities Or For Work Completed On Government Installations. Furthermore, The Prior Performance Should Include The State In Which The Tasking Was Performed. contractors Must Be Properly Registered In The System For Award Management (sam.gov). Offerors May Obtain Information On Sam.gov Registration And Annual Confirmation Requirements By Calling 1-866-606-8220 Or Via The Internet At Https://sam.gov. The Technical Data Package May Contain Information That Is Export Controlled. Only Those Companies That Have Completed Dd Form 2345 And Are Certified Under The Joint Certification Program (jcp) In An Active Status Are Authorized To Receive Export Controlled Information. Additional Information About Jcp Is Available At Https://www.dla.mil/hq/logisticsoperations/services/jcp/. responses: vendors Possessing The Requisite Skills, Resources, And Capabilities Necessary To Perform The Stated Requirements Are Invited To Respond To This Rfi Via A Submission Of An Executive Summary On 8 ½ X 11 In Paper, No More Than Fifteen (15) Pages In Length, Using 12-point Times New Roman Font. All Responses Must Include The Following Information: name And Address Of Company name, Telephone, Fax Number, And E-mail Address Of Point Of Contact For Contracts cage Code And Sam Uei business Size (under Naics 541310) announcement Number: N0016422snb83 completed Market Research Survey (not Included In Page Count) name, Telephone, And Email Address Of Point Of Contact For Facility Security Officer please Be Advised That Proprietary Information Must Be Marked As Such On A Page-by-page And Paragraph-by-paragraph Basis. The Government Will Not Assume That The Information Provided By A Respondent Is Proprietary Unless It Is Conspicuously Marked On This Basis. Moreover, The Government Does Not Assume Duty To Contact A Respondent And Inquire Whether Unmarked Information Submitted In Response To This Rfi/ss Is Proprietary. All Information Marked Proprietary Will Be Safeguarded. the Government Is Only Seeking Sources/information For Market Research To Determine Market Interest And To Identify Sources And Capabilities Of Sources For Future Solicitations To Best Meet The Government’s Requirements. Acknowledgement Of Receipt Will Not Be Made, Nor Will Respondents Be Notified Of Nswc Crane’s View Of The Information Received. Do Not Send Any Material That Requires A Non-disclosure Agreement Or Identify Information This Is Business Sensitive. Submittals Will Not Be Returned To The Sender. Availability Of A Formal Solicitation Will Be Announced Separately. It Is The Contractor’s Responsibility To Check Sam.gov To Receive Additional Data, Such As Any Changes That Occur Before The Closing Date. Your Interest In This Response Is Appreciated. respondents Will Not Be Notified Of The Results Of This Sources Sought Notice. The Information Obtained From Submitted Responses May Be Used In Development Of An Acquisition Strategy And Future Solicitation. The Government May Contact Rfi Respondents Requesting Additional Information And Modeling Information To Substantiate Modeling Capabilities. When/if The Government Issues An Rfp, Interested Parties Will Be Expected To Thoroughly Address The Requirements Thereof Regardless Of The Circumstances Surrounding This Sources Sought. do Not Submit Classified Information To The Below Email Address. If A Potential Respondent Believes Submission Of Classified Material Is Necessary Or Will Provide A Higher Quality Response, Please Contact The Below Poc To Request Instructions For Submission. questions: questions Or Comments Regarding This Notice May Be Addressed To Jared Myers, Jared.s.myers3.civ@us.navy.mil, Aaron Hohl, Aaron.m.hohl.civ@us.navy.mil, Or Shayden Flynn, Shayden.m.flynn.civ@us.navy.mil By Email Only. Telephone Calls/questions Or Inquiries Will Not Be Accepted. No Questions Will Be Accepted After 14 September 2022 At 1200 Eastern Time. Please Reference N0016422snb83 In The Subject Line Of All E-mails. The Government Intends To Respond To As Many Questions As Practicable And Will Respond To Questions Via An Amendment To This Rfi Posted To Sam.gov So That All Interested Parties Will Benefit From The Same Information. reference Announcement Number N0016422snb83 In The Subject Line Of E-mails And In All Correspondence And Communications Related To This Effort.
Closing Date14 May 2024
Tender AmountRefer Documents 

NEGROS ORIENTAL STATE UNIVERSITY GUIHULNGAN Tender

Civil And Construction...+1Building Construction
Philippines
Details: Description 5021304099 - Rm- Other Structures Repair/improvement Of The Cba Student Restroom I. General Requirements Qty.= 1 Lot A. Materials 1 4 Set As-built Plans (a3 Size) 2 1 Set 8'x8' Project Tarpaulin 3 48 Bdft. Good Lumber (frames) 4 1 Kg Assorted Common Working Nails B. Labor 5 1 Day Skilled Worker (1 Person 1 Day @ 516.00 Per Day) 6 1 Day Unskilled Worker (1 Person 1 Day @ 397.00 Per Day) Ii. Site Works Qty.= 1 Lot A. Labor 7 2 Day Construction Foreman (1 Person 2 Days @ 714.60 Per Day) 8 2 Day Unskilled Laborer (5 Persons 2 Days @ 397.00 Per Day) Iii. Earthworks Qty.= 1 Lot Note: Incl. Excavation Works For Septic Tank A. Labor 9 4 Day Construction Foreman (1 Person 4 Days @ 714.60 Per Day) 10 4 Day Unskilled Laborer (3 Persons 4 Days @ 397.00 Per Day) Iv. Formworks & Scaffoldings Qty.= 1 Lot A. Materials 11 100 Bdft. 25-(2x2x12) Coco Lumber 12 1 Sht. ¼" Thk Marine Plywood 13 4 Kg. 4" C.w. Nails 14 1 Kg. 1 ½" C.w. Nails 15 Labor V. Concrete Works Qty.= 22.10 M² A. Materials 16 20 Bag Cement 17 1 Cu.m Washed Sand 18 1.5 Cu.m Washed Gravel 19 6 Length 10mm Ø Rebar 20 0.25 Kg. Tie Wire #16 B. Labor 21 1 Day Construction Foreman (1 Person 1 Day @ 714.60 Per Day) 22 1 Day Skilled Worker (2 Persons 1 Day @ 516.10 Per Day) 23 1 Day Unskilled Worker (3 Persons 1 Day @ 397.00 Per Day) Vi. Masonry Works Qty.= 1 Lot A. Materials 24 14 Bag Portland Cement 25 1.5 M³ Washed Sand 26 140 Pc. Chb 4"thk 27 8 Length 10mm Ø Rebar 28 0.5 Kg. Tie Wire #16 B. Labor 29 2 Day Construction Foreman (1 Person 2 Days @ 714.60 Per Day) 30 2 Day Skilled Worker (1 Person 2 Days @ 516.10 Per Day) 31 2 Day Unskilled Worker (1 Person 2 Days @ 397.00 Per Day) Vii. Roofing Works Qty.= 1 Lot A. Materials 32 8 Length 3/16"x2"x2x6m Angle Bar 33 6 Length 3/16"x1½"x1½x6m Angle Bar 34 10 Length 3/16"x1"x1"x6m Angle Bar 35 10 Length 2"x3" C-purlins 36 14 Sht. 0.50mm Thk Corrugated Gi Sheets 8' 37 2 Sht. 0.50mm Thk Plain Gi Sheets 38 8 Kg Welding Rod 39 1000 Pc. Tekscrew, 2½" 40 10 Length Prepainted Metal Fascia Cover 41 100 Pc. Flat Head Screw 42 100 Pc. Blind Rivets 43 1 Tube Roof Sealant B. Labor 44 5 Day Construction Foreman (1 Person 5 Days @ 714.60 Per Day) 45 5 Day Skilled Worker (2 Persons 5 Days @ 516.10 Per Day) 46 5 Day Unskilled Worker (3 Persons 5 Days @ 397.00 Per Day) Viii. Doors Qty.= 4 Sets Note: Including Installation Materials 47 4 Set Panel Door (0.70m X 2.10m) 48 4 Set Door Knob, Good Quality 49 80 Bd.ft Door Jamb (2"x6"x8' Good Lumber) 50 4 Set Hinges, 4" (2pcs/set) Ix. Painting Qty.=1 Lot A. Materials 51 1 Gal Concrete Neutralizer 52 3 Gal Flat Latex 53 2 Gal Concrete Putty 54 3 Gal Latex, Gloss 55 2 Gal Roof Paint 56 1 Gal Metal Primer Red Lead 57 1 Gal Paint Thinner 58 2 Pc. Paint Tray 10"x12" 59 4 Pc. Roller Brush 4" 60 4 Pc. Paint Brush #4" 61 2 Pc. Paint Brush #2" 62 20 Shts. Sand Paper B. Labor 63 2 Day Construction Foreman (1 Person 2 Days @ 714.60 Per Day) 64 2 Day Skilled Worker (1 Person 2 Days @ 516.10 Per Day) 65 2 Day Unskilled Worker (1 Person 2 Days @ 397.00 Per Day) X. Electrical Works Qty.= 1 Lot A. Materials 66 4 Set Led Panel Light Recessed Type Downlight,9w 67 3 Set 1-gang Single Pole Switch, Flush Type 68 50 Lm No. 12 Thw Wire 69 5 Pc Surface Type Junction Box 70 30 Pc Metal Screw 1/2 Mm X 4mm 71 1 Box Stranded Tw Wire #14 72 20 M Service Drop Wire #6 B. Labor 73 1 Day Construction Foreman (1 Person 1 Day @ 714.60 Per Day) 74 1 Day Skilled Worker (1 Person 1 Day @ 516.10 Per Day) 75 1 Day Unskilled Worker (1 Person 1 Day @ 397.00 Per Day) Xi. Toilet Accessories, Tiling & Plumbing Qty.= 1 Lot Note: Tileworks Include Flooring & Wall Up To Ceiling A. Materials 76 4 Set Tank Type Water Closet Includes Seat Cover, Angle Valve And H.d Steel Flexible Hose, With Sink, Soap Holder And Tissue Holder 77 435 Pc. 0.40m X 0.40 Tiles (floor & Wall) 78 18 Bag Portland Cement 79 1 Cu.m Sand 80 5 Kg. Tile Grout 81 8 Length 4"ø Pvc Pipe (s-1000) 82 8 Length 2"ø Pvc Pipe 83 4 Pc. 4"ø Clean Out Plug 84 4 Pc. 4"ø 90° Sanitary Elbow 85 4 Pc. 4"ø 45° Sanitary Elbow 86 4 Pc. 4"x2" Ø Wye 87 4 Pc. 4"x4" Ø Tee 88 6 Pc. 2"ø 90° Sanitary Elbow 89 4 Pc. 2" Ø Sanitary Tee 90 4 Pc. 4"x4" Sanitary Wye 91 4 Pc. ½"ø 90° Pvc Elbow 92 4 Pc. ½"ø Pvc Tee 93 9 Length ½"ø Pvc Pipe 94 4 Pc. ½" Ø Threaded Elbow 95 4 Pc. 4"x4" Floor Drain 96 4 Pc. Faucet (good Quality) B. Labor 97 12 Day Construction Foreman (1 Person 12 Days @ 714.60 Per Day) 98 12 Day Skilled Worker (2 Persons 12 Days @ 516.10 Per Day) 99 12 Day Unskilled Worker (2 Persons 12 Days @ 397.00 Per Day) Xii. Septic Tank Qty.= 1 Lot A. Materials 100 255 Pc 4" Chb 101 20 Bag Portland Cement 102 3 M³ Washed Sand 103 1.5 M³ Washed Gravel 104 20 Length 10mmø Def. Bars 105 3 Pc 4" Ø Clean Out Plug 106 4 Pc 4"x4" Sanitary Tee 107 4 Kg #16 Tie Wire B. Labor 108 3 Day Construction Foreman (1 Person 3 Days @ 714.60 Per Day) 109 3 Day Skilled Worker (2 Persons 3 Days @ 516.10 Per Day) 110 3 Day Unskilled Worker (2 Persons 3 Days @ 397.00 Per Day)
Closing Date27 May 2024
Tender AmountPHP 301.6 K (USD 5.1 K)

Department Of Public Works And Highways - DPWH Tender

Philippines
Details: Description Part I Other General Requirements B.3(1) Permits And Clearances L.s. 1.00 In Words: Pesos ______________________ In Figures: Php ____________________ In Words: Pesos ______________________ In Figures: Php ____________________ B.5 (1) Project Billboard/signboard Each 2.00 In Words: Pesos ______________________ In Figures: Php ____________________ In Words: Pesos ______________________ In Figures: Php ____________________ B.7(1) Occupational Safety And Health Program L.s. 1.00 In Words: Pesos ______________________ In Figures: Php ____________________ In Words: Pesos ______________________ In Figures: Php ____________________ Total Cost (part I) Carried To Summary Php Part Ii Civil, Mechanical, Electrical And Sanitary/plumbing Works Part A Earthworks 801(1) Removal Of Structures And Obstruction L.s. 1.00 In Words: Pesos ______________________ In Figures: Php ____________________ In Words: Pesos ______________________ In Figures: Php ____________________ 803(1)a Structure Excavation (common Soil) Cu.m. 3.68 In Words: Pesos ______________________ In Figures: Php ____________________ In Words: Pesos ______________________ In Figures: Php ____________________ 804(1)a Embankment From Roadway/ Structure Excavation (common Soil) Cu.m. 2.46 In Words: Pesos ______________________ In Figures: Php ____________________ In Words: Pesos ______________________ In Figures: Php ____________________ 804(2)a Embankment From Borrow (common Soil) Cu.m. 0.60 In Words: Pesos ______________________ In Figures: Php ____________________ In Words: Pesos ______________________ In Figures: Php ____________________ 804(7) Gravel Fill Cu.m. 0.98 In Words: Pesos ______________________ In Figures: Php ____________________ In Words: Pesos ______________________ In Figures: Php ____________________ Total Cost (part A) Carried To Summary Php Part B Plain And Reinforced Concrete Works 900(1)i Structural Concrete (class A, 28days) Cu.m. 24.11 In Words: Pesos ______________________ In Figures: Php ____________________ In Words: Pesos ______________________ In Figures: Php ____________________ 902(1)a1 Reinforcing Steel (deformed)(grade 40) Kg. 1,906.88 In Words: Pesos ______________________ In Figures: Php ____________________ In Words: Pesos ______________________ In Figures: Php ____________________ 903(2) Formworks And Falseworks Sq.m. 184.12 In Words: Pesos ______________________ In Figures: Php ____________________ In Words: Pesos ______________________ In Figures: Php ____________________ Total Cost (part B) Carried To Summary Php Part C Finishings And Other Civil Works 1046(2)a1 Chb Non-load Bearing (including Reinforcing Steel)(100mm.) Sq.m. 211.44 In Words: Pesos ______________________ In Figures: Php ____________________ In Words: Pesos ______________________ In Figures: Php ____________________ 1010(2)a Doors(flush) Sq.m. 6.93 In Words: Pesos ______________________ In Figures: Php ____________________ In Words: Pesos ______________________ In Figures: Php ____________________ 1004(2) Finishing Hardware L.s. 1.00 In Words: Pesos ______________________ In Figures: Php ____________________ In Words: Pesos ______________________ In Figures: Php ____________________ 1007(1)b Aluminum Framed Glass Door (swing Type) Sq.m. 11.34 In Words: Pesos ______________________ In Figures: Php ____________________ In Words: Pesos ______________________ In Figures: Php ____________________ 1008(1)a Aluminum Glass Windows (sliding Type) Sq.m. 24.12 In Words: Pesos ______________________ In Figures: Php ____________________ In Words: Pesos ______________________ In Figures: Php ____________________ 1008(1)d Aluminum Glass Windows (fixed Type) Sq.m. 45.21 In Words: Pesos ______________________ In Figures: Php ____________________ In Words: Pesos ______________________ In Figures: Php ____________________ 1003(17) Carpentry And Joinery Works L.s. 1.00 In Words: Pesos ______________________ In Figures: Php ____________________ In Words: Pesos ______________________ In Figures: Php ____________________ 1051(8) Railing L.s. 1.00 In Words: Pesos ______________________ In Figures: Php ____________________ In Words: Pesos ______________________ In Figures: Php ____________________ 1003(11)a1 Fascia Board (19mm., Fiber Cement Board) M. 66.12 In Words: Pesos ______________________ In Figures: Php ____________________ In Words: Pesos ______________________ In Figures: Php ____________________ 1003(1)a1 Ceiling (4.5mm., Metal Frame, Fiber Cement Board) Sq.m. 220.06 In Words: Pesos ______________________ In Figures: Php ____________________ In Words: Pesos ______________________ In Figures: Php ____________________ 1003(2)a3 Wall (6mm., Metal Frame, Fiber Cement Board) Sq.m. 16.50 In Words: Pesos ______________________ In Figures: Php ____________________ In Words: Pesos ______________________ In Figures: Php ____________________ 1027(1) Cement Plaster Finish Sq.m. 417.30 In Words: Pesos ______________________ In Figures: Php ____________________ In Words: Pesos ______________________ In Figures: Php ____________________ 1016(1)a Waterproofing (cement-base) Sq.m. 84.00 In Words: Pesos ______________________ In Figures: Php ____________________ In Words: Pesos ______________________ In Figures: Php ____________________ 1018(1) Glazed Tiles And Trims Sq.m. 48.15 In Words: Pesos ______________________ In Figures: Php ____________________ In Words: Pesos ______________________ In Figures: Php ____________________ 1018(2) Unglazed Tiles Sq.m. 172.27 In Words: Pesos ______________________ In Figures: Php ____________________ In Words: Pesos ______________________ In Figures: Php ____________________ 1032(1)a Painting Works (masonry/ Concrete) Sq.m. 927.64 In Words: Pesos ______________________ In Figures: Php ____________________ In Words: Pesos ______________________ In Figures: Php ____________________ 1032(1)b Painting Works (wood) Sq.m. 20.19 In Words: Pesos ______________________ In Figures: Php ____________________ In Words: Pesos ______________________ In Figures: Php ____________________ 1032(1)c Painting Works (steel) Sq.m. 266.23 In Words: Pesos ______________________ In Figures: Php ____________________ In Words: Pesos ______________________ In Figures: Php ____________________ 1014(1)a2 Pre-painted Metal Sheets (above 0.427mm., Corrugated, Long Span) Sq.m. 201.43 In Words: Pesos ______________________ In Figures: Php ____________________ In Words: Pesos ______________________ In Figures: Php ____________________ 1013(2)a Fabricated Metal Roofing Accessory (gauge 26 (0.551mm.), Ridge/hip Rolls) L.m. 36.86 In Words: Pesos ______________________ In Figures: Php ____________________ In Words: Pesos ______________________ In Figures: Php ____________________ 1013(2)b Fabricated Metal Roofing Accessory (gauge 26 (0.551mm.), Flashing) L.m. 7.41 In Words: Pesos ______________________ In Figures: Php ____________________ In Words: Pesos ______________________ In Figures: Php ____________________ 1013(2)c Fabricated Metal Roofing Accessory (gauge 26 (0.551mm.), Gutters) L.m. 66.12 In Words: Pesos ______________________ In Figures: Php ____________________ In Words: Pesos ______________________ In Figures: Php ____________________ 1047(7) Structural Steel L.s. 1.00 In Words: Pesos ______________________ In Figures: Php ____________________ In Words: Pesos ______________________ In Figures: Php ____________________ 1047(8)a Structural Steel (trusses) Kg. 1,897.04 In Words: Pesos ______________________ In Figures: Php ____________________ In Words: Pesos ______________________ In Figures: Php ____________________ 1047(8)b Structural Steel (purlins) Kg. 1,551.98 In Words: Pesos ______________________ In Figures: Php ____________________ In Words: Pesos ______________________ In Figures: Php ____________________ 1047(5)a Metal Structure Accessories (bolts) Kg. 41.52 In Words: Pesos ______________________ In Figures: Php ____________________ In Words: Pesos ______________________ In Figures: Php ____________________ 1047(5)d Metal Structure Accessories (steel Plates) Kg. 259.05 In Words: Pesos ______________________ In Figures: Php ____________________ In Words: Pesos ______________________ In Figures: Php ____________________ 1047(5)b Metal Structure Accessories (sagrods) Kg. 19.46 In Words: Pesos ______________________ In Figures: Php ____________________ In Words: Pesos ______________________ In Figures: Php ____________________ 1047(5)c Metal Structure Accessories (cross Bracing) Kg. 71.03 In Words: Pesos ______________________ In Figures: Php ____________________ In Words: Pesos ______________________ In Figures: Php ____________________ 1047(4)b Metal Structure Accessories (turnbuckle) Each 16.00 In Words: Pesos ______________________ In Figures: Php ____________________ In Words: Pesos ______________________ In Figures: Php ____________________ 1001(8) Sewer Line Works L.s. 1.00 In Words: Pesos ______________________ In Figures: Php ____________________ In Words: Pesos ______________________ In Figures: Php ____________________ 1001(9) Storm Drainage And Downspout L.s. 1.00 In Words: Pesos ______________________ In Figures: Php ____________________ In Words: Pesos ______________________ In Figures: Php ____________________ 1002(4) Plumbing Fixtures L.s. 1.00 In Words: Pesos ______________________ In Figures: Php ____________________ In Words: Pesos ______________________ In Figures: Php ____________________ 1002(24) Cold Water Lines L.s. 1.00 In Words: Pesos ______________________ In Figures: Php ____________________ In Words: Pesos ______________________ In Figures: Php ____________________ 1001(6) Catch Basin L.s. 1.00 In Words: Pesos ______________________ In Figures: Php ____________________ In Words: Pesos ______________________ In Figures: Php ____________________ Total Cost (part C) Carried To Summary Php Part D Electrical 1100(10) Conduits, Boxes & Fittings (conduit Works/conduit Rough-in) L.s. 1.00 In Words: Pesos ______________________ In Figures: Php ____________________ In Words: Pesos ______________________ In Figures: Php ____________________ 1101(33) Wires And Wiring Devices L.s. 1.00 In Words: Pesos ______________________ In Figures: Php ____________________ In Words: Pesos ______________________ In Figures: Php ____________________ 1102(1) Panelboard With Main & Branch Breakers L.s. 1.00 In Words: Pesos ______________________ In Figures: Php ____________________ In Words: Pesos ______________________ In Figures: Php ____________________ 1103(1) Lighting Fixtures L.s. 1.00 In Words: Pesos ______________________ In Figures: Php ____________________ In Words: Pesos ______________________ In Figures: Php ____________________ Total Cost (part D) Carried To Summary Php Part E Mechanical 1200(1) Ventilating Equipment L.s. 1.00 In Words: Pesos ______________________ In Figures: Php ____________________ In Words: Pesos ______________________ In Figures: Php ____________________ 1208(1) Fire Alarm System (including Fire Extinguisher) L.s. 1.00 In Words: Pesos ______________________ In Figures: Php ____________________ In Words: Pesos ______________________ In Figures: Php ____________________ Total Cost (part E) Carried To Summary Php
Closing Date9 Sep 2024
Tender AmountPHP 4.8 Million (USD 86.1 K)

City Of Valencia Tender

Agriculture or Forestry Works
Philippines
Details: Description Local Government Of Valencia Catarata Street, Poblacion, Valencia City, Bukidnon, Philippines Philippine Access (088) 828-5430 Contract Reference No. 15-2024 05/20/2024 Invitation To Bid For The Improvement Of Farmers Market At Barangay Poblacion, Valencia City, Bukidnon 1. The City Government Of Valencia Through Its Annual Appropriations Intends To Apply The Sum Of Nine Million Five Hundred Five Thousand Four Hundred Seventeen Pesos And 94/100 (php 9,505,417.94) Being The Approved Budget Of The Contract (abc) To Payments Under The Contract For The Improvement Of Farmers Market At Barangay Poblacion, Valencia City, Bukidnon. Bids Received In Excess Of The Abc Shall Be Automatically Rejected At Bid Opening. 2. The City Government Of Valencia Now Invites Bids For Improvement Of Farmers Market At Barangay Poblacion, Valencia City, Bukidnon. Particulars Describes As Follows: Item No. Qty Unit Description Specifications Unit Cost Total Cost 1 1 Lot Improvement Of Farmers Market At Valencia City, Bukidnon With The Following Scope Of Works: See Attached Plan And Specifications 9,505,417.94 Improvement Of Farmers Market Wet Section Including The Construction Of Shed/canopy, Bench, Fruit Stand, Stall, Pedestrian Bridge And Stair Improvement. Demolition Of Existing Structures, Sanitary Pipes And Fittings, Water Pipes And Fittings, And Fixtures; Excavation, Backfilling And Gravel Bedding; Installation Of Chb With Cement Plaster Finished; Concrete Pouring For Footing, Tie Beam, Wf, Floor, Ramp, Canal, Pedestal, Curb & Counter Top W/ Reinforcements; Fabrication And Installation Of Steelworks And Roof Sheets And Accessories; Installation Of Cabinets, Painting Works, Ceiling, Wall Boards, Fascia Frames And Board, Louvers And Steel Gratings; Installation Of Storm Drainage, Water Supply And Sanitary Supply As Per Plans, Program Of Works And Specifications. Earthworks 74,974.51 #ref! 25.66 Cu.m. Removal Of Existing Structures 74,974.51 #ref! 200.83 Cu.m. Structure Excavation 74,974.51 #ref! 85.95 Cu.m. Embankment From Structure Excavation 74,974.51 #ref! 55.58 Cu.m. Embankment From Common Borrow 74,974.51 32.01 Cu.m. Gravel Bedding 74,974.51 Plain And Reinforced Concrete Works 74,974.51 #ref! 94.42 Cu.m. Structural Concrete, Class A ,28 Days 74,974.51 #ref! 7,196.15 Kgs. Reinforcing Steel, Deformed 74,974.51 441.36 Sq.m. Formworks And Falseworks 74,974.51 #ref! Roof Framing And Roofing Works 74,974.51 18,571.94 Kgs. Structural Steel 74,974.51 #ref! 95.00 Sq.m. Metal Structure, Stainless Steel Sheet 74,974.51 570.74 Sq.m. Prepainted Metal Sheets (long Span) 8.00 L.m. Prepainted Metal Roofing Accessories (flashings) 74,974.51 8.00 L.m. Fabricated Metal Roofing Accessory (gutter/fascia) 74,974.51 #ref! Finishing Works 74,974.51 239.11 Sq.m. 100mm Chb Non Load Bearing (including Reinforcing Steel) 74,974.51 343.97 Sq.m. Cement Plaster Finish 1.00 Set Steel Roll Up Door 2.00 Sets Steel Louver Window 97.60 L.m. Sanitary Pipe And Fittings 200.80 L.m Polyprophylene Random Copolymer (ppr-c) Pipes With Fittings 28.00 Sets Plumbing Fixtures 76.18 Sets Steel Grating 229.00 Sq.m. Reflective Insulation 256.00 Sq.m. 6mm Fiber Cement Board On Metal Frame Double Wall Partition 188.46 Sq.m. 6mm Marine Plywood On Metal Framing 1,063.09 Sq.m. Painting Works (wood And Concrete Painting) Electrical Works 11 Length 32mm-65mmø Rigil Steel Conduit (rsc) / Intermediate Metal 296 Length 15mm-32mmø Polyvinyl Chloride (pvc) Pipes 324 Pcs. Junction/utility/pull/square Box 7,880 M. 1.6mm²-22mm² Electric Wire (tw/thhn/twhn²) 70 M. 50mm² Electric Wire (tw/thhn/twhn²) 161 Sets Wiring Devices 164 Sets Panel Board With Main Breaker/branches 105 Sets Lighting Fixtures 2 Unit Reinforced Concrete Pedestal/pole 15 Length Cable Tray X-x-x-x-x-x-nothing Follows-x-x-x-x-x-x-x-x- Total Amount: 9,505,417.94 Required Number Of Days For Completion Is 250 Calendar Days. Bidders Should Have Completed A Contract Similar To The Project Within 10 Years From The Date Of Submission And Receipt Of The Bid Hereof. The Description Of An "eligible Bidder" Is Contained In The Bidding Documents, Particularly In Section Ii. Instructions To Bidders. 3. No Time Extension Shall Be Granted Unless On Fortuitous Event, Acts Of Nature Or Any Natural Calamities. 4. Bidding Will Be Conducted Through Open Competitive Bidding Procedures Using A Non-discretionary "pass/fail" Criterion As Specified In The Implementing Rules And Regulations (irr) Of Republic Act (ra) 9184, Otherwise Known As The “government Procurement Reform Act". Bidding Is Restricted To Filipino Citizens, Sole Proprietorship, Partnerships, Or Organizations With At Least Seventy Five Percent (75%) Interest Or Outstanding Capital Stock Belonging To Citizens Of The Philippines, And To Citizens Or Organizations Of A Country The Laws Or Regulations Of Which Grant Similar Rights Or Privileges To Filipino Citizens, Pursuant To Ra 5183 And Subject To Commonwealth Act 138. 5. Interested Bidders May Obtain Further Information From Josafat L. Caipang, Head Of Lgu-valencia City Bac Secretariat And Inspect The Bidding Documents At Address Given Below From Mondays-fridays 8:00 Am To 5:00 Pm. A Complete Set Of Bidding Documents May Be Purchased By Interested Bidders On May 21, 2024 To Opening Date From The Address Below And Upon Payment Of Non-refundable Fee For The Bidding Documents In The Amount Ten Thousand Pesos (php 10,000.00). It May Also Be Downloaded Free Of Charge From The Website Of The Philippine Government Electronic Procurement System (philgeps) Provided That The Bidders Shall Pay The Non-refundable Fee For The Bidding Documents Not Later Than The Submission Of Their Bids. Site Inspection Is Required From Every Interested Bidder And Site Inspection Certificate Shall Form Part Of The Bid Documents. No Site Inspection Certificate Shall Mean Automatic Disqualification. Site Inspection Schedule Is On May 27, 2024 At 10:00 O’clock In The Morning, Assembly Area At Bac Office. 6. The City Government Of Valencia Will Hold Its Pre-bid Conference On May 30, 2024 (1:30 Pm) At The Bac Office, City Hall Compound, City Of Valencia, Bukidnon Which Shall Be Open To All Interested Bidders. 7. Only Project Engineers, Materials Engineer And The Like Are Required To Attend The Pre-bid Conference. In The Absence Of The Same, The Representative Must Present To The Bac An Authorization Letter Signed By The Owner. 8. Interested Contractor Are Required To Include In Their Technical Bid Proposal The Duly Signed List Of Contractor's Equipment Units, Which Are Owned, Leased And/or Under Purchase Agreements, Supported By Certification Of Availability Of Equipment From The Equipment Lessor/vendor For The Duration Of The Project. 9. Prospective Bidders Who Were Not Able To Purchase Bid Documents Prior To The Bid Opening Shall Not Be Opened And Will Be Disqualified. 10. Bids Must Be Delivered To The Address Below On Or Before (1:00 Pm) June 13, 2024. All Bids Must Be Accompanied By A Bid Security In Any Of The Acceptable Forms In The Amount Stated In Itb Clause 18. Bids Will Be Opened In The Presence Of The Bidders’ Representative Who Chooses To Attend At The Address Below. Bid Opening Shall Be On (1:30 Pm) June 13, 2024 At Bac Office, City Hall Compound, City Of Valencia, Bukidnon. Late Bids Shall Not Be Accepted. The Clock In The Bac Office Shall Serve As The Time Reference, And Shall Be The Basis For The Official Time Received Of The Bidding Documents Submitted In The Office. 11. The City Government Of Valencia Assumes No Responsibility Whatsoever To Compensate Or Indemnify Bidders For Any Expenses Incurred In The Preparation Of The Bid. 12. The Head Of The Procuring Entity (hope) Reserves The Right To Accept Or Reject Any Or All Bids To Annul The Bidding Process, At Any Time Prior To Contract Award Without Thereby Incurring Any Liability To The Affected Bidder Or Bidders. 13. All Correspondence Shall Be Addressed To The Bac Secretariat, Attention: Mr. Abe P. Gillaco, Mpa, Bac Chairman. 14. For Further Information, Please Refer To: Lgu Valencia City-josafat L. Caipang Admin Office, 8709 Catarata St., Poblacion, Valencia City, Bukidnon Tel. No. (088) 828-5430 (sgd) Abe P. Gillaco, Mpa Bac Chairman
Closing Date13 Jun 2024
Tender AmountPHP 9.5 Million (USD 162.2 K)

Department Of Agriculture Tender

Agriculture or Forestry Works
Corrigendum : Closing Date Modified
Philippines
Details: Description Section I. Invitation To Bid Invitation To Bid Da8-infra-2024-14 (pr No. Sto 24-04-11-0297) 1. The Department Of Agriculture-regional Field Office No. 8, Through The Rice Program 2024 Intends To Apply The Sum Of Twenty Million Pesos Only (p20,000,000.00) Being The Approved Budget For The Contract (abc) To Payment For The “design And Build Of The Upgrading Of The R4de Center For Rice Industry Development In Region 8. Bids Received In Excess Of The Abc Shall Be Automatically Rejected At Bid Opening. 2. The Department Of Regional Field Office Viii Now Invites Bid For The Above Procurement Project. Completion Of Works Is Required On Or Before December 02, 2024. Bidders Should Have Completed Within Five (5) Years From The Date Of Submission And Receipt Of Bids, A Contract Similar To The Project. The Description Of An Eligible Bidder Is Contained In The Bidding Documents, Particularly, In Section Ii: Instruction To Bidders. Desription Estimated Total Cost Design And Build Of The Upgrading Of The R4de Center For Rice Industry Development In Region 8. 20,000,000.00 Design Phase 1. Architect & Engineering (a&e) Design Development Plans, Elevations And Sections 2. Detailed Architectural Designs And Plans 3. Detail Of Circulation Layout And Equipment 4. Detailed Site/civil/architectural Designs And Plans 5. Detailed Site And Building Engineering Designs And Plans A. Structural B. Sanitary/plumbing C. Electrical D. Electrical Auxiliaries E. Mechanical Ventilation System 6. Detailed Estimates, Bill Of Quantities 7. Proposed Design And Construction Schedule 8. Occupational Health And Safety Program For The Construction Phase Construction Phase 1. General Requirements A. Permits (building Permit, Occupancy Permit, Zoning Permit, Fire Safety Permit, Etc.) B. Project Billboard 2. Temporary Facilities And Facilities For The Engineer 3. Earthworks 4. Structural Works 5. Architectural Works And Finishes 6. Sanitary And Plumbing Works 7. Electrical Works 8. Carpentry Works 9. Painting Works 10. Mechanical Works 11. Steel Works 12. Roofing Works Terms And Conditions: A. During The Opening Of Bids, Bidders Shall: 1. Submit Certificate Of Project Site Inspection Issued By Station Superintendent Or Affidavit Of Site Inspection; 2. The Proponent/bidder Is Required To Submit A Preliminary Conceptual Design In Accordance With The Degree Of Detail Specified In This Terms Of Reference (tor) And Signed And Sealed By A Licensed Civil Engineer/architect/electrical Engineer/sanitary Engineer/mechanical Engineer; 3. Submit Plans, Design, And Specification Signed And Sealed By A Licensed Agricultural Engineer/ Agricultural And Biosystems Engineer; B. All Participating Bidders Must Comply With Section B Of Dpwh D.o. No. 197 Series Of 2016, Particularly In The Computation Ocm & Profit Of The Bid Amount. Use 12% For Vat Mark-up C. During Post Qualification Evaluation 1.in Case Of Recomputed Bid, Bidder Shall Submit Its Revised Cost Estimates 2.submit Pert/cpm And S-curve 3.construction Methods 4.manpower Schedule 5.provide Contractor’s All Risk Insurance (cari) D. Winning Bidder Shall: 1. Commence Construction Works Within Seven (7) Days Upon Receipt Of Notice To Proceed (ntp). 2. Complete Construction Of The Facility, On Or Before December 02, 2024; 3. Provide Necessary Tools For The Satisfactory Completion Of The Project; 4. Assume Full Responsibility From The Time Project Construction Commences Up To The Final Acceptance By Darfo 8 And Shall Be Held Responsible For Any Damage In Part Or In Whole Except Those Occasioned By Force Majeure; 5. Assign A Project Engineer (either Licensed Agricultural Engineer Or Civil Engineer) That Will Oversee The Daily Construction Activities On Site; 6. Comply With The Quality Control Program (qcp) Schedule Of Minimum Testing Requirements Of The End-user; 7. Submit Material Test Report Or Its Equivalent Standard Certificate For Aggregate (sand & Gravel), And Cement 8. Submit Material Test Result From Accredited Testing Laboratory For Concrete, And Reinforcing Bar. 9.attend Pre-construction Meeting. 10.in Case Of Time Extension Due To Unworkable Weather Condition, Submit The Request With Pag-asa Weather Chart With In 10 Days Of The Succeeding Month. 11. Secure The Necessary Permits Required For The Project Implementation. 12. Strictly Observe Construction Safety Rules And Health Program As Approved By Department Of Labor And Employment (dole) During Project Implementation E. Any Delay In The Project Completion Shall Be Subjected To Liquidated Damages Equivalent To Atleast 1/10 Of 1% Of The Cost Of The Unperformed Portion Of The Works For Everyday Of Delay. F. Be Paid 100% Of The Physical Accomplishment And Acceptance Of The Project, Based On Validated/verified Statement Of Work Accomplishment (swa) With Geo-tagged Photos On Major Works (before, During, And After) And Inspection Report By The Da-rfo8 Inspectorate Team. G. Advance Payment (maximum Of 15%) Will Be Granted Upon Submission Of The Following Requirements: A. Advance Payment Bond By The Bidder B. On-site Evaluation Report By The Da Project Engineer H. Winning Bidder Shall Submit A Snapshot Of A Business Bank Account (preferably Landbank) To Effect Payment. 3. The Eligibility Of Design And Build Contractors Shall Be Based On Provisions Of Annex “g”, Irr/r.a. No. 9184, Including Legal, Technical And Financial Requirements. In The Technical Requirements, The Design And Build Contractor [as In Solo Or In Joint Venture/consortia] Should Be Able To Comply With The Experience Requirement Under The Irr/r.a. No. 9184, Where One [1] Of The Parties [in A Joint Venture/consortia] Should Have Completed At Least One [1] Similar Project, Over The Last Five (5) Years From The Date Of Bid Submission, Both In Design And Construction, With At Least 50% Of The Cost Of The Abc Of The Project-at-hand; The Joint Venture/consortia Contractor Must Also Submit Class “a” And Class “b” Documents; 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 The “government Procurement Reform Act.” For The Detailed Evaluation Of The Design And Build Proposals A Two-step Procedure Shall Be Adopted By The Bac. Only Those Bids That Passed The Technical Proposals Criteria Shall Be Subjected To The Second Step Of Evaluation Or The Opening Of Financial Proposals. Bidding Is Restricted To Filipino Citizens/sole Proprietorships, Cooperatives, And Partnerships Or Organizations With At Least Seventy Five Percent (75%) Interest Or Outstanding Capital Stock Belonging To Citizens Of The Philippines. 5. Interested Bidders May Obtain Further Information From Department Of Agriculture – Regional Field Office 8 And Inspect The Bidding Documents At The Address Given Below During Office Hours, From 8:00 Am To 5:00 Pm 6. A Complete Set Of Bidding Documents May Be Acquired By Interested Bidders On May 23, 2024 To June 13, 2024 Upon Payment Of The Applicable Fee For The Bidding Documents, Pursuant To The Latest Guidelines Issued By The Gppb, In The Amount Of Twenty-five Thousand Pesos Only (p25,000.00) Which Can Be Paid Thru Cash Or Manager’s Check. It May Also Be Downloaded Free Of Charge From The Website Of The Philippine Government Electronic Procurement System (philgeps) (www.philgeps.gov.ph) And The Website Of The Procuring Entity (easternvisayas.da.gov.ph), Provided That Bidders Shall Pay The Applicable Fee For The Bidding Documents Not Later Than The Submission Of Their Bids. 7. The Department Of Agriculture-rfo 8 Will Hold A Pre-bid Conference On May 30, 2024, 9:00 Am At Bac Office, Da-rfo8, Kanhuraw Hill, Tacloban City, Which Shall Be Open To Prospective Bidders. 8. Bids Must Be Duly Received By The Bac Secretariat Through Manual Submission At The Office Address Indicated Below On Or Before June 13, 2024, 9:00 Am (bac-secretariat Time). Late Bids Shall Not Be Accepted. 9. All Bids Must Be Accompanied By A Bid Security In Any Of The Acceptable Forms And In The Amount Stated In Itb Clause 16. 10. Bid Opening Shall Be On June 13, 2024, 9:00 Am (bac-secretariat Time) At Da8 Bac Office, 4th Floor Green Bldg., Kanhuraw Hill, Tacloban City And/ Or Through Zoom/fb Messenger. Bids Will Be Opened In The Presence Of The Bidders’ Representatives Who Choose To Attend The Activity. 11. The Department Of Agriculture-rfo 8 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. 12. Da Does Not Condone Any Form Of Solicitation On Any Prospective Winning And Losing Bidders By Any Of Our Staff/employees Or Any Other Party. Any Sort Of This Kind Shall Be Reported Immediately To The Office Of The Secretary Or The National Bureau Of Investigation (nbi) For Entrapment And Proper Investigation. 13. For Further Information, Please Refer To: Martins A. Alde Head, Bac-secretariat Department Of Agriculture, Regional Field Office-8 Kanhuraw Hill, Tacloban City Darfo8.bacsec@gmail.com Mobile No. 09061694318 Easternvisayas.da.gov.ph 14. You May Visit The Following Websites: For Downloading Of Bidding Documents: Www.philgeps.gov.ph Or Easternvisayas.da.gov.ph Approved By: (sgd.) Larry U. Sultan Chairman, Bids And Awards Committee
Closing Date18 Jun 2024
Tender AmountPHP 20 Million (USD 341.4 K)
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