Crane Tenders

Details: This Is A Sources Sought For The Purpose Of Obtaining Market Research Only. No Proposals Are Being Requested Nor Accepted Under This Synopsis. The U.s. Army Corps Of Engineers, New York District, Will Use Information Obtained Under This Source Sought For Building 110 Repairs – Design Build Phase 1 At Watervliet Arsenal (wva), Ny. the Intent Of This Sources Sought Is To Access Industry's Small Business Concerns Including 8(a) Companies With An Sba Approved Office, Historically Underutilized Business Zone (hub Zone) And Service-disabled Veteran-owned Small Business (sdvosb), And All Small Businesses Under The Size Standard, Capability And Interest In Performing A Construction Project Within Watervliet Arsenal, New York. the Naics Code For This Project Is 236220 – Commercial And Institutional Building Construction. The Government Must Ensure There Is Adequate Competition Among Contractors For Work To Be Performed Under This Solicitation. the New York District, U.s. Army Corps Of Engineers (district) Is Requesting A Design-build Rfp For Building 110 Repairs At Watervliet Arsenal (wva), Ny. the Scope Of Work Consists Of The Phase I Repairs To Building 110 Using The Design Build Contract Method. The General Work Involved Is As Follows: replace Exterior Doors, Transoms, And Rolling Overhead Service Doors That Are Approaching End Of Service Life, Targeting A Minimum 30% Improvement Above Ashrae 90.1-2019 Thermal Performance Requirements. areas Of Suspected Air Infiltration Be Sealed With Either A Low Expansion Spray Foam Or Automated Building Envelope Sealing System, Including But Not Limited To: Window And Door Perimeters, Bottom And Tops Of Walls Where They Intersect The Floor Slab And Roof, As Well As Roof Fastener Penetrations. all Interior Surfaces Of The Building (floors, Ceilings, Walls, Columns, And Windows) Require A Thorough Cleaning In Accordance With Historic Preservation Standards. Existing Paint That Is Flaking And Peeling On The Roof Deck And Interior Brickwork Will Be Removed. Surfaces Are To Be Re-coated In Accordance With Historic Preservation Standards. A Vapor Permeable Coating Compatible With The Automated Sealing System Must Be Utilized On The Inside Face Of The Brickwork In Order To Allow The Envelope To Dry Out. structural Scope For This Project Includes: Masonry Repointing, Repair, And Cleaning; Reinstatement Of Truss Anchors And Braces As Required To Comprise A Complete Lateral Load Path; Implementation Of Improvements To The Ladder System And Crane Operator Access; Localized Steel Column Repairs; Localized Floor Slab Repairs; Localized Roof Deck Repairs; And Localized Truss Reinforcement In Support Of New Roof Insulation, As Required. removal Of All B110 Steam And Condensate Piping Systems And Providing New Piping, Pressure Reducing Stations, Valves, Fittings, And Condensate Receivers And Pumps That Meet The Watervliet Standards Reference For Design And Applicable Codes. Objectives For The Hvac Design Include Renewing Infrastructure. A New Air Compressor Will Be Provided, And All Of The Distribution Piping Will Be Replaced. The Compressed Air System Will Continue To Be Tied Into The Existing Campus Compressed Air System As Well. All Non-potable Water Distribution Piping Will Be Replaced. the Electrical Scope Of Work Entails The Removal Of Circuits To Mechanical And Plumbing Equipment Being Demolished As Well As Providing New Circuits For Steam Condensate Pumps, An Air Compressor And Fire Protection System Nitrogen Generator. the Fire Protection Scope Of Work For Phase 1 Will Provide An Automatic Wet Pipe Sprinkler System Coverage Throughout Lab 156, Fed From Zone 1. The Preaction Sprinkler Systems Will Be Provided With Nitrogen Gas Supervision. The Fire Protection Scope Of Work Will Also Remove The Existing Manual Dry Standpipe System And Provide A New Class I Automatic Wet Standpipe System With Hose Stations Throughout The Manufacturing Area, Tied Into The Existing 8-inch Sprinkler Loop Feed Main. the Roof Scope Of Work May Include Replacement And/or Localized Repair Of The Roof Membrane. abatement Of Hazardous Materials To Support Repair Work. the Anticipated Magnitude Of Construction Is Between $10,000,000 And $25,000,000. interested Businesses Shall Respond To This Sources Sought Synopsis By Submitting Two (2) Examples Of Previous Experience With Commercial And Institutional Building Construction, And Similar In Cost Magnitude (between $10,000,000 And $25,000,000). The Information Submitted Will Be Considered In The Development Of The Acquisition Strategy To Support This Program. responses Are Restricted To U.s. Firms That Are Established And Registered In The System For Award Management (sam), Www.sam.gov. For 8(a) And Hubzone, Firms Must Be Certified By The Small Business Administration (sba). all Interested Businesses Responding To This Market Research Shall Be Limited To The Information Required Above And Shall Be Submitted Via Email Or In Writing By Mail No Later Than 1600 (4 Pm) Est On 23 January 2025.

Details: Pre-proposal Conference Outline project 36c25524r0127, 589a5-24-105 Replace Bldg 40 Blowdown, veterans Administration Medical Center, Topeka 17 September 2024 introduction good Morning, Thank You For Taking The Time To Attend This Pre-bid Conference. today We Will First Discuss Contractual Issues, Then We Will Discuss Technical Issues, Entertain Questions, And Finally Conduct A Walk Through Of The Areas. before We Cover The Issues, Let Me First Introduce Myself And The Government Staff. co Tim Parison cor Rex Fleming alternate Cor: Thomas Dow i. Contractual Issues 1. General: project Title: Project 589a5-24-105 Replace Bldg 40 Blowdown,vamc, Topeka (b) Magnitude Of Project: Less Than $25,000 (c) Period Of Performance: 30-days After Receipt Of Notice To Proceed. Site Visit Questions Are Due In Writing To The Contracting Officer By 10:am Central Time On Thursday, 20 September 2024. The Email Address Is Listed In The Solicitation And/or An Amendment. Proposals Are Due, Tuesday 24 September 2024 At 2:00 Pm At The Nco 15 Office At 3450 S. 4th Street, Leavenworth, Kansas 66048-5014. If The Proposal Does Not Reach Our Office In Time, It Cannot Be Accepted For Any Reason. If The Proposal Is Deliverd To The Leavenworth Va Medical Center, It Cannot Be Accepted. Fax Or Electronically Sent Proposals Are Not Acceptable. The Project Is 100% Set Aside For Service-disabled Veteran Owned Small Business. The Successful Prime Contractor Will Be Required To Perform No Less Than 15 Percent Of The Construction Labor. Award Will Be Made Using The Lowest Price Technically Acceptable (lpta) Source Selection Process Outlined In Far Part 15. Please Pay Attention To The Proposal Submittal Instructions Of The Solicitation Package. The Government Plans To Award Without Discussions. offerors Must Provide A Breakdown Of Labor And Material Costs By Division For Each Bid Item In The Solicitation. Failure To Provide A Breakdown Of Labor And Materials With The Proposal Will Render The Proposal Technically Unacceptable. failure To Acknowledge Any, And All Amendments Issued To This Solicitation Shall Be Cause For Rejection Of The Offer. failure To Provide Information Is The Most Common Reason For A Proposal To Fail Technically. Offerors Are Encouraged To Read The Factors For Technical Acceptability Carefully. For Example: Under Factor 4, With Regards To The Safety Officer, The Minimum Standard For A Safety Officer Includes: Life Safety, Scaffold Safety, Osha 30, Fall Protection Training, Crane/rigging Safety And The Individual Must Have A Minimum Of 5 Years Of Experience As A Safety Officer. If Offerors Fail To Mention One Of These Standards (osha 30 As An Example), The Proposal Will Fail Technically. Offerors Are Responsible For Providing The Information Requested In The Solicitation For Both Price And Technical Factors. failure To Provide An Adequate Contractor Safety Plan Which Addresses The Minimum Standards For Compliance Under Factor 4 Can Be A Technical Failure. the Calculation Of Self-performed And/or Subcontracted Work Must Be Provided With The Contractor Proposal (bid). Failure To Provide This Will Be A Technical Failure. The Pre-award Contractor Safety And Environmental Record Evaluation Form Must Be Provided With The Proposal (bid). Failure To Provide This Information Will Be A Technical Failure. 2. Disclaimer Statements: (a) Remarks And Explanations At The Conference Shall Not Qualify The Terms Of The Solicitation. terms Of The Solicitation And Specifications Remain Unchanged Unless The Solicitation Is Amended In Writing. 3. Bonds: (a) A Bid Bond In The Amount Of 20% Must Accompany Your Proposal. (b) After Award Of The Contract A Payment Bond And A Performance Bond In The Amount Of 100% Of The Contract Value Are Due Prior To A Notice To Proceed Letter Being Issued. 4. Buy American Act: The Solicitation Is Subject To The Buy American Act, And It Generally Requires The Use Of American Made Products. Please Keep This In Mind When You Are Providing Product Submittal Data. 5. Davis-bacon Act/ Service Contract Act: All Labor Performed Under This Contract Is Subject To The Davis-bacon Act And Related Labor Laws, To Include The Payment Of At Least The Amounts Shown In The Wage Determination In The Solicitation. 6. Other Contracting Topics: (a) The Purchase Of Material For This Project Is Exempt From State Sales Tax. A Missouri Tax Exempt Certificate Will Be Issues After Contract Award. (b) The Contractor Is Expected To Maintain Insurance Coverage During The Contract Period As Directed In The Specifications. (c) Progress Payments Will Be Made No Later Than 14 Days After Receipt Of An Acceptable Invoice. (d) There Are 2 Important Submittals That We Need At Contract Start-up. They Are The Schedule Of Values, And A Construction Schedule. 6. Questions: Are There Any Questions Involving The General Provisions Of The Solicitation Pages? ii. Technical Issues The Project Engineer Will Provide An Overview Of The Project. After This, A Walk Through Of The Site Will Be Held.

Purchaser Name: Blue Crane Route Local Municipality | Supply And Delivey Of Enviromental Services Equipment

Purchaser Name: Blue Crane Route Local Municipality | Supply And Delivery Of Led Lights

Details: Acquisition of One (1) Trainer Capacity Expansion Module and One (1) Mixed Reality (MR) Module Crane Operator Station for the Aeronautical Professional Extension Center of the Manufacturer Institution Entrol Entrenadores Olarte Sl

Description: Sources Sought automated Mat Casting At Richardson Landing, Tn introduction: This Is A Sources Sought Announcement; A Market Survey For Information Only, To Be Used For Planning Purposes. This Is Not A Solicitation For Proposals And No Contract Will Be Awarded From This Announcement. the Government Is Seeking Qualified, Experienced Sources Capable Of Executing A Design Build Contract To Develop An Automated Casting Plant At Richardson Landing To Mass Produce Articulated Concrete Mattress (acm) Squares To Government Specifications Within Specific Tolerances. Squares Cast Will Be Stored On The Current Casting Field And Have Must Have A Compressive Design Strength Of 3,000 Psi At 28 Days. background: Annually, The United States Army Corps Of Engineers (usace) Mississippi Valley Division Casts Approximately 150,000 Squares Of Acm At 3 Government Furnished Locations (see Figure 1). The Acm Is Used As Revetment To Maintain Channel Stability For The Lower Mississippi River. Casting Acm Has Historically Been Provided Via Manual Labor And Cast Outdoors As Weather Permits. articulated Concrete Mattress – Current Process: an Articulated Concrete Mattress Square Consists Of 16 Individual Concrete Blocks (4 Feet X 18 Inches X 3 Inches Thick). They Are Currently Cast In Government Furnished Forms Upon A Proprietary Wire Mesh To Form An Articulated Concrete Mattress Square (4 Feet X 25 Feet X 3 Inches) That Is Used As An Assembly System For Interconnecting The 16 Concrete Blocks. A Mix Design Is Used To Acquire 3,000 Psi On A 28-day Cylinder Break. squares Of Mattress Are Cast In Stacks Of 13 That Are Neatly Aligned Vertically And By Rows (see Figure 2). One Layer Of Specified Paper Is Placed As A Separation Beneath The Bottom Square Of Each Stack And Between Each Successive Layer Of Mattress. The Current Process Requires The Wire Mesh To Be Placed On The Paper With The Cross Wires (bracket Wires) On Top Of The Longitudinal Wires. The Forms Are Then Placed Over The Wire Mesh, The Wire Mesh Drawn Up Into The Notches In The Sides And Cross Pieces Of The Forms, And Cross Rods Driven. The Central Location Of The Wire Mesh In The Form Is Very Important. Also, The Mat Surface Is Consequently Grooved To Provide Indentations Of Approximately 1/4 Inch In Depth And 1/8-inch Width. the Process Includes The Concrete Compacted To The Depth Of A Government Furnished Form By The Use Of Vibration. The Concrete Is Properly Consolidated With No Rock Pockets, Excessive Voids Or Honeycombs Visible On The Mat Surface. The Concrete Is Struck Flush With The Top Of The Forms And Given A Uniform Surface Finish And Uniform Thickness. Any Squares Not Meeting Government Furnished Specifications Are Rejected. requirements: the Contractor Shall Design And Develop A Semi-automated Casting Facility On The Grounds Of The Exiting Government Casting Yard That Can Produce A Minimum Of 50,000 Squares Per Calendar Year Per Shift With The Maximum Capability Of 150,000 Squares Annually With 3 Shifts. The Main Goals Of This Project Include: year-round, Indoor Casting Capability With No Weather-related Quality Issues During Production scalable Based On Number Of Operating Shifts reduced Touchpoints Via Automation high Quality, Increased Production, Improved Efficiency And Consistency improved Safety skilled Labor And Reduced Work Force require Fewer Forms (improved Consistency) heat/steam Curing To Reduce Cement Usage, Decrease Co2, And Higher Strength In A Shorter Timeframe modern Batching System Will Be More Efficient And Provide A Constant Mix Design eliminate The Use Of Separation Paper Between Squares the New Automated Facility Will Cast Acm Using Coarse And Fine Aggregate, Portland Cement, Fly Ash, Air-entraining Admixtures, And Calcium Chloride To Produce Articulated Concrete Squares, To Government Specifications. Squares Of Mattress Shall Be Provided In Stacks Of Up To 14 That Are Neatly Aligned Vertically And Will Be Placed In The Storage Yard In Rows By The Operational Contractor Using Government Furnished High Lift Cranes. Squares Cast Will Be Identical With Minimal Tolerance And Have Compressive Design Strength Of 3,000 Psi At 28 Days. Quality Is The Utmost Importance. Steam Curing And Other Technologies For Concrete Preparation Will Be Included While The Overall Design And Specifications Of The Mattress Will Remain The Same. the Design Of The Automated Facility Will Be Part Of The Contract And Will Ensure That The Facility Design Has Been Adequately Coordinated Between All Disciplines. Specifically, The Capacity Of The Infrastructure Within The Facility Shall Be Designed To Meet The Demands Of The Equipment Within The Facility. The Design Will Be A Two-phase Design Build Project And Will Require The Contractor To Procure Automation Equipment That Meets All “buy American” Requirements And The Design Will Meet All Required Policies For A Dod Facility. Several Of The Main Required Policies Are Listed Below: department Of Defense (2019). Unified Facilities Criteria, Facilities Criteria And Unified Facilities Guide Specifications, Mil-std-3007g. department Of Defense (2024). Dod Building Code, Ufc 1-200-01. department Of The Army (1999). Engineering And Design For Civil Works Projects, Er 1110-2-1150. department Of The Army (2024). Safety And Occupational Health (soh) Requirements, Em 385-1-1. dod Design Criteria: Https://www.wbdg.org/ffc/dod/unified-facilities-criteria-ufc all Designs Shall Be In Accordance With All Local, State, And Federal Laws And Regulations. interested Firms Should Submit A Capabilities Package To Include The Following: The Prime Firm And/or Its Subcontractor(s) (hereinafter Referred To Collectively As “firm”) Shall Have Relevant Experience In Mass Production Of Casting Concrete Products. The Firm Shall Demonstrate Experience Using Pre-cast Concrete. This Experience Must Have Been Performed Within The Last Five Years. firm’s Response To This Synopsis Shall Be Limited To 10 Pages And Shall Include The Following Information: firm’s Name, Address, Point Of Contact, Phone Number And E-mail Address. firm’s Prior Experience In Pre-cast Concrete. firm’s Capability To Perform A Contract Of This Magnitude (> $20m) And Complexity. firm’s Business Size (small Business, Large Business, .etc.) And Bonding Capacity. firms Overall Approach To The Requirements Listed Above. the Firm’s Capability For Performing A Design Build Contract For The Entirety Of This Requirement (facility And Equipment). any Assumptions Or Constraints In The Overall Execution Plan. a Rough Order Of Magnitude (rom) Estimate For The Completed Project. interested Firm’s Shall Respond To This Sources Sought Announcement No Later Than 12:00pm Cst, 5 January 2025. All Interested Firms Must Be Registered In Sam. No Reimbursement Will Be Made For Any Costs Associated With Providing Information In Response To This Synopsis Or Any Follow Up Information Requests. Respondents Will Not Be Notified Of The Results Of The Evaluation.

Details: The Us Army Corps Of Engineers, Walla Walla District Is Seeking Sources To Provide Personnel, Materials, Supplies, Equipment, Transportation, Supervision And Other Items And Services For The Following: Mcnary Powerhouse Turbine Draft Tube Slot Filler. the North American Industry Classification System (naics) Code For This Project Is 332312 (fabricated Structural Metal Manufacturing) And The Associated Small Business Size Standard Is 500 Employees. this Sources-sought Announcement Is A Tool To Identify Businesses With The Capability To Accomplish The Work. This Is Not A Solicitation. Only Those Firms Who Respond To This Announcement By Submitting The Following Information Will Be Used In Determining Whether To Set Aside This Requirement. a. A List Of Current Or Past Projects Demonstrating Technical Experience With Work Of A Similar Nature To That Listed In The Bidder Requirements. For Each Project Submitted, Provide A Brief Narrative Statement Of The Work Involved, Your Firm’s Role In The Project, Performance Period, The Dollar Value And The Completion Date. Include A Statement Detailing Any Special Qualifications And Certifications, Applicable To The Scope Of This Project, Held By Your Firm And/or In-house Personnel. b. A Reference List For Each Of The Projects Submitted In A) Above. Include The Name, Title, Phone Number And Email Address For Each Reference. c. Provide A Statement Of Your Firm’s Business Size (hubzone, Service Disabled Veteran Owned, 8(a), Small Disadvantaged, Or Woman-owned) With Regards To The Naics Code Listed Above. d. Provide A Statement That Your Firm Intends To Submit An Offer On The Project When It Is Advertised. e. Provide A Statement Of Your Firm’s Bonding Capacity. A Statement From Your Surety Is Not Required. f. Cage Code And Sam Unique Id Number. submit This Information To Alan Inglis, Contract Specialist, Via Email To: Alan.n.inglis@usace.army.mil summary Of Scope Of Work: this Project Will Include Fabrication And Delivery Of 12 Structural Steel Turbine Draft Tube Slot Fillers. This Includes 6 Sets, With Each Set Containing One North And One South Draft Tube Slot Filler. The Sets Are Mirrors Of Each Other And Are Very Similar Structurally. Each Draft Tube Slot Filler Uses Welded Astm A572 Grade 50 Structural Steel Plates, Astm A1085 Hollow Structuralsections (hss) Steel, And Has Small Uhmw Components. Each Slot Filler Is A Picture Frame Shape Approximately 35 Ft Wide, 20 Feet Tall, And 3 Ft Deep. There Are 20 Ft Tall Legs Made From Rectangular Hss As The Sides To The Picture Frame Shape. Each Slot Filler Will Weigh Approximately 35,000 Pounds, Mostly Consisting Of Steel. The First Slot Filler Set Requires An Epoxy Polysiloxane Paint System And The Remaining 5 Sets Require 5-e-z Vinyl Paint. One Test Slot Filler Set Will Be Delivered First. The Test Set Will Be Installed, Inspected, And Tested By Mcnary Project Personal. If Any Design Changes Are Needed, They Will Take Place At This Time. Once The Test Set Is Tested And Any Design Changes Are Completed, The Contractor Will Be Released To Fabricate And Deliver The Remaining 5 Sets. bidder Requirements: 1. The Fabricating Plant And Fabricator Is Required To Be Certified Under The Aisc (american Institute Of Steel Construction) Quality Certification Program With One Of The Following Certifications: abr: Certified Bridge Fabricator – Advance ibr: Certified Bridge Fabricator – Intermediate hyd: Certified Metal Hydraulic Fabricator bu: Certified Building Fabricator the Contractor Must Be Certified Prior To Award Of This Contract And Must Remain Certified For The Duration Of This Contract. Submit Copies Of The Aisc Certificate(s) Indicating That The Fabrication Plant Meets The Specified Structural Steelwork Category. 1.1 In Addition, The Fabricator Is Required To Have Completed Two Projects Of Similar Scope In The Past Ten Years. Submit Documentation For Experience Indicating That The Fabrication Plant Has Completed Projects Of Similar Scope As Identified Below. projects Of Similar Scope Consists Of Having Fabricated Structures With The Following Minimum Requirements: weight Of 15-tons Or Greater. member Thicknesses Of 1/2-inch Or Greater. length, Width, Or Height Of Structure Of At Least 20-ft. minimum Tolerances Of +/- 1/8-inch Out Of Parallel Over Mat Least 20-ft. adequate Crane Capacity Capable Of Picking And Maneuvering The Structures Within Fabrication Building. Maneuvering The Individual Component Includes Any Rotating About Any Axis Of The Structure That May Be Required For Fabrication And Weld Distortion Control. 2. The Painting Contractor Must Be Certified By Association For Materials Protection And Performance (aamp) With An Sspc Qp 3 Certification For All Surface Preparation And Coating Application. Submit A Copy Of The Applicable Certificates/endorsements. The Contractor Must Be Certified/endorsed Prior To Award Of This Contract And Must Remain Certified/endorsed For The Duration Of This Contract. 2.1 In Addition, The Painting Contractor Is Required To Have Completed Two Projects Of Similar Scope In The Past Ten Years. Submit Documentation For Experience Indicating That The Painting Contractor Has Completed Projects Of Similar Scope As Identified Below. projects Of Similar Scope Consists Of Having Painted Steel Structures With The Following Minimum Requirements: application Of Usace Vinyl Paint System No. 5-e-z surface Preparation Of Sspc Sp 5. dimensions: See Attached File (draft Tube Slot Filler Dimension Drawing.pdf).

Details: This Procurement Is For A Multiple Award Construction Contract (macc) And Will Be Advertised On An Unrestricted Basis Inviting Full And Open Competition. This Procurement Will Use A Single-phase Source Selection Procedure With The Intent To Award Approximately Three (3) Or More Indefinite Delivery Indefinite Quantity (idiq) Construction Contracts To Responsible Offerors Whose Proposals, Conforming To The Request For Proposal (rfp), Will Be Most Advantageous To The Government Resulting In The Best Value, Price And Other Factors Considered. Price Evaluation Preference Will Be Given To Hubzone Small Business Concerns, In Accordance With Far 52.219-4. This Is An Idiq Contract With No Pre-established Fixed Contract Prices. The Actual Amount Of Work To Be Performed And The Time Of Such Performance Will Be Determined By The Contracting Officer Or His/her Properly Authorized Representative, Who Will Issue Written Task Orders To The Contractor. Award Of Task Orders Will Be On A Firm Fixed Price Basis. The Workto Be Acquired Under This Solicitation Is For Demolition Services At Hunters Point Naval Shipyard, San Franciso, California.the Work May Include Site Preparation Activities, Such As Excavating And Grading, Demolition Of Buildings And Other Structures, And Septic System Installation; Earthmoving And Land Clearing For All Types Of Sites (e.g., Building, Nonbuilding, Mining). Establishments Primarily Engaged In Construction Equipment Rental With Operator (except Cranes) Are Also Included.the North American Industry Classification System (naics) Code Is 238910 (site Preparation Contractors), And The Annual Size Standard Is $19 Million. The Macc Will Consist Of One Base Period Of Two (2) Years And Three (3) One Year Option Periods For A Total Maximum Duration Of Five (5) Years. The Aggregate Maximum Value, Including The Base And Option Periods, For All Contracts Combined Is $999,000,000. The Only Work Authorized Under This Contract Is Work Ordered By The Government Through Issuance Of A Task Order. Task Orders Will Range Between $10,000,000 And $150,000,000. Task Orders May Fall Below Or Above This Limit; However, Contractors Are Not Obligated To Accept Such Task Orders Under The General Terms Of The Contract. The Government Makes No Representation As To The Number Of Task Orders Or Actual Amount Of Work To Be Ordered; However, During The Term Of The Contract, A Minimum Of $5,000 Is Guaranteed To Be Ordered From Each Awardee, Under The Performance Period Of The Contract. Contractors Are Not Guaranteed Work In Excess Of The Minimum Guarantee.no Site Visit Or Pre-proposal Conference Will Be Conducted. The Solicitation Will Be Available Inelectronic Format Only. No Hard Copies Will Be Provided. It Is The Contractor?s Responsibility To Check The Website Daily For Any Amendments To This Solicitation. Prospective Offerors Must Register Themselves On The Website. Plan Holders Lists Will Not Be Faxed And Will Be Available Only At The Website Listed Above. A Market Research Was Conducted That Included An Assessment Of Relevant Qualifications And Capabilities Of Potentially Qualified Firms. As A Result Of The Market Research Analysis, A Determination Was Made To Solicit This Procurement As Unrestricted. The U.s. Small Business Administration (sba) San Diego District Office And The Navfac Sw Small Business Office Concurred With This Decision.

Details: Description Invitation To Bid 1. The Department Of Public Works And Highways Through Its Bids And Awards Committee, Through The Gaa 2024, Intends To Apply The Sum One Million Nine Hundred Fifty-five Thousand Seven Hundred Pesos & 00/100 (php1,955,700.00) Being The Approved Budget For The Contract (abc) To Payments Under This Contract: 1 Contract Id 24gnc0020 Contract Name: Procurement Of Diesoline Use For Service Vehicle Shh115, Shh-287, Shk-302, Bo-jo50, Cdk-1061, 151008 (terra), 123002, 151008 (navarra), 151010, Shh104, Shr 321, Kgk-439, Skc-923, Hydraulic Mounted Crane 150102, Dumptruck H3-6628, Dumptruck Sna6467, Hydraulic Excavator And Road Roller Z18-463, Genset 10 Kva Assign In Maintenance Section. (for Emergencies And Calamities) Abc: Php1,955,700.00 Contract Duration: 90 Calendar Days Bid Documents Fee: Php5,000.00 Bids In Excess Of The Abc For Each Lot Shall Be Automatically Rejected. 2. The Department Of Public Works And Highways Through Its Bids And Awards Committee Now Invites Bids For The Aforementioned Projects. Delivery Of The Goods Is Required Ninety (90) Calendar Days From Issuance Of Notice To Proceed. Bidders Should Have Completed, Within One (1) Year 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). 3. Bidding Will Be Conducted Through Open Competitive Bidding Procedures Using A Nondiscretionary “pass/fail” Criterion As Specified In The 2016 Revised Implementing Rules And Regulations (irr) Of Republic Act (ra) No. 9184. A. 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 No. 5183. 4. Prospective Bidders May Obtain Further Information From The Bac Secretariat And Inspect The Bidding Documents At The Address Given Below During Monday To Friday At 8:00 To 5:00 Pm. 5. A Complete Set Of Bidding Documents May Be Acquired By Interested Bidders On December 18, 2024 Until Before 1:00 Pm Of January 08, 2025 From The Given Address And Website(s) Below And Upon Payment Of Applicable Fee For The Bidding Documents, Pursuant To The Latest Guidelines Issued By The Gppb, In The Amount Of Five Thousand Pesos (php5,000.00) Only. The Procuring Entity Shall Allow The Bidder To Present Its Proof Of Payment For The Fees In Person, Or Facsimile. 6. The Department Of Public Works And Highways Through Its Bids And Awards Committee Will Hold A Pre-bid Conference On December 26, 2024, 10:00 Am At Dpwh Agusan Del Sur 2nd Deo, Procurement Unit, Bac Conference Room San Francisco, Agusan Del Sur And Through Zoom (meeting Id:857 8025 0282 And Passcode: 624749 And Livestreamed On Youtube Channel: Http//www.youtube.com/@dpwh.ads2deo, Which Shall Be Open To Prospective Bidders. 7. Bids Must Be Duly Received By The Bac Secretariat Through Manual Submission At Dpwh Agusan Del Sur 2nd Deo, Procurement Unit, Bac Conference Room San Francisco, Agusan Del Sur On Or Before January 08, 2025, 1:00 P.m. Late Bids Shall Not Be Accepted. Bidding Documents May Be Purchased And Bid Proposals May Be Submittedthrough An Authorized Representative Together With The Original Special Power Of Attorney (spa) For Sole Proprietorship; Or Board/partnership/joint Venture Resolution With Secretary’s Certificate For Corporation/partnership/joint Venture/cooperative) Which Is Contract Specific And Presentation Of Company Id Or Any Government Issued Id 8. All Bids Must Be Accompanied By A Bid Security/bid Securing Declaration In Any Of The Acceptable Forms And In The Amount Stated In Itb Clause 14. 9. Bid Opening Shall Be On January 08, 2025, Immediately After The Deadline For The Submission Of Bid At Dpwh Agusan Del Sur 2nd Deo, Procurement Unit, Bac Conference Room San Francisco, Agusan Del Sur And Live Streamed On Youtube Channel: Http//www.youtube.com/@dpwh.ads2deo. Bids Will Be Opened In The Presence Of The Bidder’s Representative Who Choose To Attend The Activity. 10. The Department Of Public Works And Highways Through Its Bids And Awards Committee Reserves The Right To Reject Any And All Bids, Declare A Failure Of Bidding, Or Not Award The Contract At Any Time Prior To Contract Award In Accordance With Sections 35.6 And 41 Of The 2016 Revised Iir Of Ra No. 9184, Without Thereby Incurring Any Liability To The Affected Bidder Or Bidders. 11. For Further Information, Please Refer To: Bac Chairperson: Wilfred R. Visaya Address: Karaos, San Francisco, Aqusan Del Sur Telephone No. (085) 343-8726 Email Address: Dpwhkaraosbac@gmail.com Bac Secretariat Head: Thelma S. Espeso Address: Karaos, San Francisco, Aqusan Del Sur Telephone No. (085) 343-8726 12. You May Visit The Following Websites: For Downloading Of Bidding Documents: Philippine Government Electronic Procurement System (philgeps), And Website Of The Department Of Public Works And Highways Https://www.dpwh.gov.ph/dpwh/business/procurement/gs/advertisment Date Of Publication: December 18, 2024 At Dpwh Website & Philgeps Wilfred R. Visaya Oic-assistant District Engineer Bac- Chairperson

Details: Description Bridge: Construction-concrete (superstructure) Cost Of Bidding Documents: Php 25,000.00 Source Of Funds: Fy 2025-dpwh Infrastructure Program Based On Nep The Significant Times And Deadlines Of Procurement Activities Are Shown Below: 1. Issuance Of Bidding Documents: November 15 - December 3, 2024, 8:30am 2. Pre-bid Conference Date & Time: November 21, 2024, 10:000 Am 3. Receipt Of Bids Deadline: December 3, 2024, 10:00 Am 4. Opening Of Bids Date & Time: December 3, 2024, 10:00 Am 5. Venue Of Activities Conference Hall, Cebu City District Engineering Office, V. Sotto St., Brgy. Tinago, Cebu City Prospective Bidders May Download The Bidding Documents (bds), If Available, At The Dpwh Website And At The Philippine Government Electronic Procurement System (philgeps). Bidders That Will Download Bd’s From The Dpwh Website Shall Pay The Said Fees As Stated Above On Or Before The Submission Of Their Bid Documents. The Bac Will Issue Hard Copies Of The Bds At The Same Address To Eligible Bidders Upon Payment Of A Fee Stated Above. The Interested Bidders For Project Number 9 Must Own Or Lease One (1) Unit Prime Mover (low Bed W/ Trailer), One (1) Unit Backhoe (0.80 Cu.m.), Se 130 Lc-2, One (1) Unit Dump Truck – 10 Cu. Yd., 290 Hp, One (1) Unit Payloader Lx80-2c 110hp, One (1) Unit Motorized Road Grader G7 10a 140 Hp, One (1) Unit Cargo / Service Truck 9-10t, 270 Hp, One (1) Unit Vibro Hammer, Dpd600t Hydraulic Pile Driver, One (1) Unit Vibratory Roller 10mt Sd100dc, One (1) Unit Cutting Outfit, One (1) Unit Cargo / Service Truck 2-5t, 270 Hp, One (1) Unit Generator Set (300kw), One (1) Unit Water Truck / Pump – 16,000l 360 Hp, One (1) Unit Air Compressor 356-450cfm, One (1) Unit Demolition Hammer (breaker), One (1) Unit Truck Mounted Crane 41-45 Mt 246 Hp, One (1) Unit One-bagger Mixer 4-6ft3 / Min, One (1) Unit Concrete Vibrator (flexible Shaft Type 2” Head Dia With 5amp Gasoline Driven Unit, One (1) Unit Concrete Drilling Machine, One (1) Unit Plate Compactor Gasoline Engine, One (1) Unit Jackhammer, One (1) Unit Pull-off Machine, One (1) Unit Pull-out Machine, One (1) Unit Pail Can Mixer, One (1) Unit Grout Mixer, One (1) Unit Applicator Machine, One (1) Unit Kneading Machine, One (1) Unit Grinding Cap Wheel 5”, One (1) Unit Grinder 5”, One (1) Unit Pneumatic Scaler, One (1) Unit Disc Sander, One (1) Unit Bar Cutter (25mm Max. Rebar Dia Grade 40, Single Phase) And One (1) Unit Bar Bender (25mm Max. Rebar Dia, Three Phase). 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. As Prescribed In Department Order No.3 Series Of 2015, The Deadline Of Submission Of Contractors Records To The Dpwh-civil Works Registry For Updating Is As Follows: A.) For Class “a” Documents And Financial Statements, Must Be Submitted At Least Seven (7) Calendar Days And B.) Technical Documents (completed / On-going Projects) At Least Fifteen (15) Calendar Days Before The Deadline For The Submission Or Opening Of Bids. Interested Bidders May Obtain Further Information And Inspect The Bidding Documents At The Same Address. Bids Will Be Opened In The Presence Of The Bidders’ Representatives Who Choose To Attend And Late Bids Shall Not Be Accepted. 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. Bids Must Be Duly Received By The Bac Secretariat For Manual Submission Or At Electronicbids_cebucity@dpwh.gov.ph For Electronic Submission On Or Before The Deadline Stated Above. All Bids Must Be Accompanied By A Bid Security In Any Of The Acceptable Forms And In The Amount Stated In Itb Clause 18. The Cebu City District Engineering Office Reserves The Right To Accept Or Reject Any And All Bids, Declare A Failure Of Bidding, Or Not Award The Contract At Any Time Prior To Contract Award In Accordance With Sections 35 And 41 Of The 2016 Revised Implementing Rules And Regulations (irr) Of Ra No. 9184, Without Hereby Incurring Any Liability To The Affected Bidders And No Responsibility To Compensate Or Indemnify Bidders For Any Expenses Incurred In The Preparation Of Their Bids. Approved: Sharinah A. Batocapala Bac Chairman Noted: Manolo B. Madronio, Jr. Oic-district Engineer