Crane Tenders

Details: Procurement Of Facility Transport For Operating Departments Within The City Of Mölndal. The position refers to ongoing assignments with forklifts and crane trucks, including...

Details: The Us Army Corps Of Engineers Will Be Hosting Two (2) Industry Days For The Albeni Falls Dam Replacement Spillway Gates Project. One Will Be Held Virtually And One On Site. Below Contains The Information For Both Days. location: Virtual. Zoom Information Provided Below. date: 29 January 2025 time: 10:00 Am To 12:00 Pm Pst location: Onsite. Location Information Provided In Attachment 1. The Onsite Visit Is Restricted To Two Personnel Per Company. Follow Pre-registration Steps Provided Below. date: 30 January 2025 time: 10:00 Am To 2:00 Pm Pst project Description: the Seattle District, U.s. Army Corps Of Engineers Has A Requirement To Replace Existing Steel Spillway Gates At Albeni Falls Dam (afd), Oldtown Idaho. Afd Is A Concrete Gravity Structure Consisting Of Two Main Sections, The Spillway And Powerhouse. The Spillway With A Total Of 10 Spill-bays, Which Are Controlled By 32 Feet High By 41 Feet Wide Vertical Steel Lift Gates. These Gates Consist Of An Upper And Lower Leaf. One Additional Gate Is Available With Each Leaf Being Stored At The Top Of A Maintenance Slot To Be Used During Emergencies Or When Maintenance Is Required On Another Gate. The Gates Underwent Inspection In 2012 Which Identified Repairs And Maintenance That Were Needed To Ensure That The Gates Are In Good Operating Condition. A Contract Was Awarded In 2022 For The Repair And Maintenance Of The Gates. However, The Rehabilitation Efforts Will Be Stopped After The Return Of The First Rehabilitated Gate Has Been Returned To The Dam. The Project Is Seeking To Fabricate Replacement Gates. Replacement Spillway Gates Components Include: fabricate Minimum Three (3) And Maximum Eleven (11) New Vertical Lift Steel Spillway Gates Offsite including Paint, Non-destructive Testing (ndt), Seals And Seal Heaters, Cathodic Protection, Wheels, Dogging And Latching Mechanisms. fabricate Two (2) New Lifting Beams For New Spillway Gates. including Paint, Ndt, And Three (3) Electric Gear Motor Driven Actuators For Latching And Dogging Mechanisms On Lifting Beam And Gates. mobilize/demobilize A Crane To Transition Each Leaf Of The Gate(s) To A Designated Location In The Vertical Position For The Operating Project To Transfer And Install The Gate Into The Designated Slot With The Project Intake Gantry Cranes. Provide Fixture To Hold Gate Leaf In Vertical Position. retrieve The Existing Gates From The Designated Location For Removal And Disposal Of The Existing Spillway Gates. verify The New Spillway Gate, Lifting Beam Equipment, And Electrical Features Are Properly Fitted And Tested. delivery Of New Fabricated Gates Need To Be Staged And Scheduled So That Usace Dam Operations Are Not Impacted. the Contract Solicitation And Award Is Planned In Fy26 For The First 3 Gates. The Remaining 8 Gates Will Be Optional Award Items To The Contract With Anticipated Award In The Subsequent Years. the Anticipated Naics Code May Be 332312, Fabricated Metal Product Manufacturing (supply). Or Naics Code Is 237990, Other Heavy And Civil Engineering, Construction. the Proposed Project Is Anticipated To Be A Competitive, Firm-fixed-price Contract To Be Procured In Accordance With The Federal Acquisition Regulation (far) Part 15 (contracting By Negotiation), Using The Tradeoff Process To Acquire Gates In The Most Expeditious Manner Possible. the Virtual Industry Day Event Will Take Place On 29 January 2025 At 10:00 Am Pdt Via Zoom. Below Is The Link To Register In Advance For This Webinar. https://boisestate.zoom.us/webinar/register/wn_bl_wtmhztsezxzhazwle8q after Registering, You Will Receive A Confirmation Email Containing Information About Joining The Webinar. you Must Pre-register To Attend This Onsite Industry Day By Submitting The Attached Rsvp Form In An Email To Jeannette Patton, Contract Specialist, At Jeannette.k.patton@usace.army.mil And Daisy Douglass, Project Manager, At Daisy.p.douglass@usace.army.mil, And Reference The Albeni Falls Dam Spillway Gate Replacement Project Onsite Industry Day In The Subject Line. Rsvp By 22 January 2025 At 4:00 Pm Pst. Required Personal Protective Equipment For The Onsite Visit Includes Safety Vest And Boots/safety Shoes. If Attendee Is A Foreign National, This Information Must Be Provided By 17 January 2025 At 4:00 Pm Pdt. Late Respondents, Those Not Pre-registered, Or Those Not Providing The Correct Information Will Not Be Granted Access To The Site. Participation Is Limited To Two Representatives From Each Interested Entity. The Slide Deck And Attendance Participation Will Be Available After Both Industry Days Via Sam.gov. attending The Site Visit Day Is Highly Recommended Since It Is Unlikely That An Additional Site Visit Will Be Offered Until The Solicitation Period. in-processing Begins For All Vendors At The Main Entrance. When You Approach Gate 1 (marker 2), You Will Be Required To State That You Are Attending The “afd Spillway Gate Replacement Industry Day”. At Marker 2, You Will Use The Pedestal Call Box To Contact The Administrative Assistant At The Extension Listed On The Plaque. Your Name Will Be Checked Against The Pre-registered Attendees’ List And You Will Then Be Directed To Drive To The Main Parking Lot, Between Markers 2 And 3, Where You Will Park Your Vehicle For The Entirety Of The Site Visit. At Gate 2 (marker 3), You Will Be Required To Present Photo Identification And Afd Staff Will Direct You To The Conference Room For The Safety Briefing And Project Overview Prior To Proceeding Out To The Project Site. Your Safety Gear Will Be Inspected Before Entry Into Any Additional Areas. the Following Documents Are Attached In Support Of This Special Notice. attachment 1-location Information For Onsite Industry Day attachment 2- Questions From Usace To Industry Regarding The Afd Spillway Gate Replacement attachment 3- Rsvp Form if You Would Like To Provide Feedback For Consideration On The Documents, Please Provide Them By Email To: Jeannette Patton, Contract Specialist, At Jeannette.k.patton@usace.army.mil By 6 February 2025, 12:00 Pm Pst. small Business Program Inquiries: enshane Hill-nomoto: Enshane.nomoto@usace.army.mil https://www.nws.usace.army.mil/business-with-us/small-business/ thank You For Your Interest In This Usace Project. 1/7/2025: Amendment 1 - Remove Set Aside Requirement. 1/10/25: Amendment 2 - Add A N To Contract Specialist Name In The Description Section. The Correct Spelling Is Jeannette Patton Email @ Jeannette.k.patton@usace.army.mil

Details: The California National Guard Intends To Issue An Invitation For Bids (ifb) To Award A Single Firm-fixed-price (ffp) Contract For Services, Non-personal, To Construct A 24,564 Sqft National Guard Vehicle Maintenance Shop At Bakersfield, Kern County, California. This Facility Is Designed To Maintain Surface Equipment To The Highest Possible Operational State Of Readiness In Support Of Training, Natural Disaster Relief, And/or Combat Operations. The Contractor Shall Provide All Plant, Labor, New And Current Material, Transportation, Tools, Equipment, Appliances, Supplies, Services, Permits, Insurance, And Supervision Necessary For Construction. The Vehicle Maintenance Shop Shall Be Of Permanent Construction In Accordance With The Project’s Plans And Specifications. The Intended Site Is Property In Possession Of The California Army National Guard And Is Adjacent To An Existing Bakersfield Army National Guard Readiness Center. Integral Characteristics/items Of The Vehicle Maintenance Shop Include Backup/emergency Generator, Paved Organizational Vehicle Parking, Controlled Waste Facility, Flammable Materials Facility, And Electric/photovoltaic Power. This Project Will Include Comprehensive Interior Design. This Facility Will Be Designed To Meet Industry Standards As Well As All Local, State, And Federal Building Codes And As Per Public Law 90-480. Construction Will Include All Utility Services, Information Systems, Fire Detection And Alarm Systems, Cranes, Roads, Walks, Curbs, Gutters, Storm Drainage, Parking Areas For Approximately 20 Privately Owned Vehicles, And Site Improvements. Facilities Will Be Designed To A Minimum Life Of 50 Years In Accordance With Dod's Unified Facilities Code (ufc 1-200-02) Including Energy Efficiencies, Building Envelope And Integrated Building Systems Performance As Per Asa(ie&e) Sustainable Design And Development Policy Update Dec 2013. the Following Items May Be Included With The Solicitation As Additive Bid Items (abis) Or Options: provide Two-bay Fluid Distribution System. provide Three-bay Fluid Distribution System. provide 15-ton Crane Coverage. provide Vehicle Wash Rack. provide Dual-level Loading Dock. landscaping, Site & Rigid Pavement Enhancements. add Third Vehicle Maintenance Bay. there Are No Brand Name, Brand Name Or Equivalent, Or Sole Source Requirements. the Government Has Not Determined If This Project Will Be Set Aside For Small Businesses And Responses To This Posting Will Help The California National Guard To Determine If A Small Business Set Aside Is Warranted. In The Event Adequate Small Business Contractors Are Not Available For Adequate Competition For This Project, It May Be Advertised As Unrestricted. Firms Of All Sizes Are Therefore Encouraged To Provide A Response To This Notice. The North American Industry Classification System (naics) Code Is 236220, With A Small Business Size Standard Of $45,000,000. The Magnitude Of Construction Is Between $10,000,000 And $25,000,000. the Tentative Date For Issuing The Solicitation Is On-or-about Monday, 27 January 2025 With A Tentative Date For A Pre-bidconference And Site Visit On-or-about Wednesday, 12 February 2025. Interested Contractors Are Encouraged To Attend And Shall Follow Conference Registration And Base Access Requirements Shown In The Solicitation. the Bid Opening Date Is Tentatively Planned For On-or-about Wednesday, 2 April 2025. actual Dates, Times, And Locations For These Activities Will Be Identified In The Formal Solicitation. all Interested Concerns Should Provide A Written Response, Not To Exceed Five (5) Pages That Includes: a Positive Statement Of Their Intent To Submit A Proposal As A Prime Contractor. a Completed Source Sought Information Request Form (attached To This Posting; This Document Does Not Count Against The Page Limitation). a Listing Of Projects Completed During The Past Three Years, Both For Government And Private Industry. Please Include The Type Of Project, Dollar Value, Contract Number, Location, And Point Of Contact For The Owner/contracting Agency. Please Also Indicate If The Firm Was Prime Or Subcontractor. If A Subcontractor, Provide The Name And Point Of Contact For The Prime Contractor. a Brief Outline Of Resources, Subcontractors, And Key Personnel That Would Be Used To Accomplish The Contract. the Solicitation And Any Technical And/or Engineering Data For This Solicitation Will Be Distributed Using The Contract Opportunities Module Of The Sam Website. Interested Offerors Must Be Registered In The System For Award Management (sam) Website (www.sam.gov). Once Posted, The Solicitation's Technical/engineering Data May Locked/secured And Would Require Bidders To Request Explicit Access To The Solicitation From The Contracting Office.complete Instructions (to Include Training) Are Available Through The Sam Website. The California National Guard Is Unable To Provide Technical Assistance With The Site. Interested Firms/individuals Are Advised To Begin Gaining Access To Sam As Quickly As Possible. Bidders Will Be Able To Also Request Data Via Export-controlled Access Through The Defense Logistics Agency. your Attention Is Directed To Far Clause 52.219-14(e)(3) (deviation 2021-o0008), Limitations On Subcontracting, Which States “by Submission Of An Offer And Execution Of A Contract, The Offeror/contractor Agrees In Performance Of The Contract For General Construction, It Will Not Pay More Than 85 Percent Of The Amount Paid By The Government For Contract Performance, Excluding The Cost Of Materials, To Subcontractors That Are Not Similarly Situated Entities. Any Work That A Similarly Situated Entity Further Subcontracts Will Count Towards The Prime Contractor’s 85 Percent Subcontract Amount That Cannot Be Exceeded”. in Accordance With Far 36.211(b), The Following Information Is Provided: the National Guard Has No Agency-specific Policies Or Procedures Applicable To Definitization Of Equitable Adjustments For Change Orders Under Construction Contracts Other Than Those Described At Far 43.204, Dfars 243.204 And Afars 5143.204. data For The Prior 3 Fiscal Years Regarding The Time Required To Definitize Equitable Adjustments For Change Orders Under Construction Contracts For The National Guard Is Currently Not Available But Will Be Compiled And Provided In Future Announcements. disclaimer: The Official Plans And Specifications Will Only Be Available Through The Contract Opportunities Module. The Government Is Not Liable For Information Furnished By Any Other Source. Amendments, If/when Issued Will Only Be Posted To Contract Opportunities. It Is The Bidder’s Responsibility To Check The Website Periodically For Any Amendments To The Solicitation. The Government Is Not Responsible For Any Loss Of Internet Connectivity Or For An Offeror’s Inability To Access The Documents Posted On The Referenced Web Pages. The Government Will Not Issue Paper Or Emailed Copies.

Description: The U.s. Army Corps Of Engineers, New England District Is Issuing A Sources Sought Announcement For Repairs To The Breakwater In Bar Harbor, Maine. This Announcement Is To Determine The Interest, Availability, And Capability Of Small And Large Business Concerns For This Project. The Naics Code For This Procurement Is 237990 With A Size Standard Of $45m. The Contract Solicitation Is Planned To Be Issued In The Fall Of 2025 With Construction To Take Place Over An 8-month Period Beginning In The Spring Of 2026. The Estimated Construction Cost Is Between $10,000,000 And $25,000,000. the Proposed Work Consists Of Repairing The Rubblemound Breakwater Which Extends Approximately 2400 Feet Southwest From Bald Porcupine Island And Across Porcupine Dry Ledge Towards Mount Desert Island. Bald Porcupine Island Is Located About One Mile Southeast Of The Main Bar Harbor Waterfront On Mount Desert Island. The Work Includes Dismantling, Removing, Stockpiling, Reworking And Reinstalling Existing Armor Stone As Well As Acquiring And Installing New Armor In The Breakwater Repair Areas. The Repaired Areas Must Be Properly Interlocked And Be Within Specified Design Tolerances. the Breakwater Is About 2400 Feet In Length, However, The Repair Area Will On Encompass The 750-foot Section Between Bald Porcupine Island And Porcupine Dry Ledge (repair Zone 1), As Well As, 700 Feet Of The Breakwater Beyond Dry Ledge (repair Zone 2). The Repairs Will Restore The Structure To A Design Top Elevation Of +11.4 Feet At Mean Lower Low Water (mllw), With A Crest Width Of 10 Feet. Repair Zone 1 Will Have Slopes Of 1.5:1 And In Repair Zone 2 The Slopes Will Be 1:1 Leeward And 1.5:1 Seaward. The Breakwater Was Initially Constructed Between 1889 And 1917 And No Repairs Have Occurred Since Construction Was Completed. The Breakwater Protects An Anchorage And The Wharves In Bar Harbor From Easterly And Southeasterly Swells. The Protected Area Is Used By Cruise Ships, Commercial/charter Fishing Boats, And Recreational Vessels. Bald Porcupine Island And Porcupine Dry Ledge Are Uninhabited And Are Owned By The National Park Service. repair Zone 1, Between Bald Porcupine Island And Porcupine Dry Ledge, Is Comprised Of 3 To 10-ton Armor Stone And Is In Poor Condition. An Estimated 8,400 Tons Of New 6 To 10-ton Armor Stone Will Be Needed To Repair This Breakwater. repair Zone 2, Southwest Of Porcupine Dry Ledge, Is Comprised Of 3 To 10-ton Armor Stone And Is In Fair Condition. An Estimated 4,600 Tons Of New 6 To 10-ton Armor Stone Will Be Needed To Repair This Breakwater. new 6 To 10-ton Armor Stone Will Also Be Required To Repair About Six Small Areas Outside Repair Zone 1 And 2. some Relevant Information For The New Armor Stone: new Armor Stones Sizes: 6-10 Tons new Stone Unit Weight: At Least 162 Pounds Per Cubic Foot. A Six Ton Stone Is Approximately 5ft X 5ft X 3ft And A 10 Ton Stone Is Approximately 6ft X 5ft X 4ft. maximum Aspect Ratio (greatest Dimension:least Dimension): Not Greater Than 3:1. new Stone Shape: Irregular And Angular. No Slabs, Rounded Stones Or Wedged-shaped Stones. lab Testing Required: Specific Gravity, Unit Weight, Absorption, And Freeze/thaw. field Testing Required: Drop Test. specific Work Tasks Are Intended To Reconstruct Severely Deteriorated Areas Of The Breakwater To Its Authorized Dimensions. These Tasks Include The Recovery And Resetting Of Displaced Armor Stone, And Delivery And Installation Of Approximately 10,000 To 14,000 Tons Of New 6 To 10-ton Armor Stone. Existing Gaps In The Structures Will Be Filled, And The Structures Brought Up To Their Design Elevations, Crest Widths And Slopes. Repairs Will Require Substantial Moving And Rehandling Of Existing Stones To Obtain The Required Interlocking Placement And Construction Tolerances. the Completed Repairs Will Provide A Crest Width Of 10 Feet And Crest Elevation Of 11.4 Feet At Mllw. Repair Zone 1 Will Have Slopes Of 1.5:1 And In Repair Zone 2 The Slopes Will Be 1:1 Leeward And 1.5:1 Seaward. Given The Nature And Characteristics Of This Structure, It Is Anticipated That All Repair And Improvement Construction Activities Will Have To Be Performed From Marine Based Plant. Access To The Breakwater By Land Is Unavailable And No Work Should Be Completed From The Crest Of The Breakwater. Environmental Coordination And Permitting Is Being Completed By The U.s. Army Of Engineers, New England District. Low Tide Water Depths In The Vicinity Of The Structure Range From 12 To 50 Feet, And The Average Tidal Range Is Approximately 11 Feet. No Spudding Or Anchoring Into The Existing Structure Is Permitted. the U.s. Army Corps Of Engineers, New England District Is Looking For Responses To The Questions Below From Both Small And Large Businesses: what Constructability Challenges Does Industry Identify With Delivery Of Stone And Staging, Considering No Staging Options Are Available On Site? what Constructability Challenges Does Industry Identify With Performing The Work, Considering Difficulty Accessing The Structure, Water Depths, Large Tidal Range, And Weather Conditions? what Constructability Challenges Does Industry Identify With Constructing Side Slopes Of 1h:1v From A Marine Based Plant? what Constructability Challenges Does Industry Identify With Re-handling Stone That Is Covered In Algae/barnacles (see Photos)? what Constructability Challenges Does Industry Identify With Obtaining Enough Stone From Quarries (assumes Award In Late November And Start Around April)? would Industry Benefit From A Site Visit If Organized By The Government? Responses Will Determine The Likeliness Of This Happening. draft Drawings Showing A Concept Design Plan, Cross Sections, Photographs, And A Draft Specification Section 01 11 00 Summary Of Work Are Included To Help Provide More Context For Responses To Questions. interested Firms Should Submit A Capabilities Package To Include The Following: Business Classification (i.e. Hubzone, Etc.), Answers To Questions Above, Type Of Equipment The Firm Is Proposing To Use On The Project, Two (2) Example Projects Performed By The Firm In The Last Ten (10) Years (including Points Of Contact For Those Projects) Showing Experience With The Proposed Equipment And Stone Size Handled For Each Project, And Bonding Capacity. Please Indicate The Team Subcontractor(s) (if Any), Including Their Prior Experience And Qualifications Meeting The Same Qualifications Listed Above, Which Will Be Used To Support The Bidder's Effort. Firms May Use Subcontractor Experience To Demonstrate Experience With The Requirements, But The Role And Work Performed By Each Team Member (prime And Subcontractors) On Projects Demonstrating That Team Member's Experience Shall Be The Same As The Role For That Team Member For This Project. Responses Should Include Experience Of Foreman And Crane Operators Working On Stone Structures. Bid Bond Will Need To Be Provided With The Bid. responses Are Limited To Twenty Pages And Due By January 24, 2025. Responses Should Be Emailed To: kayla.gonsalves@usace.army.mil the Government Will Not Pay For Any Material Provided In Response To This Market Survey Nor Return The Data Provided. This Notice Is For Information Purposes Only And Is Not A Request To Be Placed On A Solicitation Mailing List Nor Is It A Request For Proposal (rfp) Or An Announcement Of A Solicitation. The Results Of This Survey Will Be Considered To Be In Effect For A Period Of One Year From The Date Of This Notice. government Agency Url: Www.nae.usace.army.mil government Agency Url Description: New England District, Corps Of Engineers

Details: Description Item: 1 Qty: 7 Unit: Set Unit Cost: 127,000 Php Total Cost: 889,000 Php Description: Dental Hand Instruments Inclusions: 1. 1 Pc Upper Incisors (a300-e007/150) 2. 1 Pc Upper Roots, Deep (a300-e051/65) 3. 1 Pc Upper Molar, Left (a300-e018/18l) 4. 1 Pc Upper Molar, Right (a300-e017/18r) 5. 1 Pc Upper Molar, L&r (a300-e067/210) 6. 1 Pc Lower Incisors, Pm (a300-e08/203m) 7. 1 Pc Lower Molar (a300-e087/16) 8. 1 Pc Lower Roots (a300-e031m/44) 9. 1 Pc Lower Univ. Molar (a300-e021/17m) 10. 3 Pcs Molt, Buser, Mead (ae-543, Ae-201, Ae-520) 11. 2 Pcs Prichard & Currette (ae-200, Ae-608) 12. 2 Pcs Scalpel & Scissor (ae-063, Ae-107) 13. 3 Pcs Barbed Elevators (ae-055, Ae-,056 Ae-057) 14. 2 Pcs Hemostatic Forceps (ae-111, Ae-110) 15. 2 Pcs Cryer Elevator (ae-221, Ae-222) 16. 2 Pcs Allis & Tissue Forceps (ae-016, Ae-217) 17. 2 Pcs Miller Elevator (ae-261, Ae-262) 18. 3 Pcs Mallet, Chisel (fl-036, Do-711b, Do-711m) 19. 2 Pcs Crane Elevator (ae-301, Ae-302) 20. 3 Pcs Adson, Min, Russia (ae-511, A360-e010, Ae-303) 21. 3 Pcs Apex Elevator-lsr (ae-236, Ae-011, Ae237) 22. Pcs Kelly/needle Holder (ae-135, Ae-219) 23. 2 Pcs Bone Ronguer & File (ae-415, Ae-772) 24. 1 Pc Instrument Carrying Organizer 25. 1 Pc Pedo Upper Incisor Forcep (a200-ep111) 26. 1 Pc Pedo Upper Molar Forcep (a200-ep115m) 27. 1 Pc Pedo Lower Incisor Forcep (a200-ep170m) 28. 1 Pc Pedo Lower Molar Forcep (a200-ep160m) 29. 1 Pc Mouth Gag (aep-038) 30. 1 Pc Pedo Elevator (aep-052) 31. 1 Pc Pedo Luxator (aep-011) 32. 1 Pc Mouth Mirror (a365-ep425m) 33. 1 Pc Gum Separator (a155-ep425m) -with Metal Box Organizer Xxxxxxxxxxxxx Nothing Follows Xxxxxxxxxxxxxx >>>>> Grand Total: 889,000.00 Php Requirements Upon Quotation: The Following Documents Must Be Attached Upon Submission In The Procurement Office: A. Non-platinum Member; 1. Philgeps Registration Number; 2. Updated Mayor's Permit 3.updated Or Valid Tax Clearance 4. Latest Income Tax Return (for Abc 500,000.00) B. Platinum Member; 1. Updated Platinum Philgeps Certificate (mayor's Permit & Tax Clearance Under Annex A Must Be Valid, If Not, Must Attach An Updated One) 2. Latest Income Tax Return (for Abc 500,00.00) Note: The Winning Bidder Shall Submit Another Copy Of Each Of The Above Documents Once Awarded Including The Following Document: 1. Secretary's Certificate (for Corporation); 2 Copies 2. Special Power Of Attorney (for Sole Proprietorship) If Applicable; 2 Copies 3. Omnibus Sworn Statement (original Copy And Duly Notarized) ; 2 Copies After Filling This, Please Return To Procurement Office, Gov. Celestino Gallares Memorial Medical Center, Tagbilaran City, Duly Accomplished And Must Be Returned Within Three (3) Calendar Days Upon Receipt Of This Quotation Without Delay In A Sealed Envelope. Note: Failure To Comply Will Be A Ground For Disqualification Of Bid.

Purchaser Name: Crane Protection Germany GGmbH | Public tender, Vob/a, 18445 Groß Mohrdorf - Ikz 11-2025

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.

Details: Description Item No. Description Quantity Unit A.1.1(3) Provision Of Combined Field Office, Laboratory And Living Quarters Building For The Engineer (rental Basis) 1.00 Lot B.5 Project Billboard 1.00 Lot B.7(2) Occupational Safety And Health Program 1.00 Lot B.9 Mobilization/demobilization 1.00 Lot 804(1)b Embankment From Common Borrow By Equipment 1,800.00 Cu.m. 900(1) Structural Concrete For Footing Tie Beam, Column, Suspended Slab, Girder/beam (class A, 28 Days) 1.00 Lot 900(1)c2 Structural Concrete For Footing And Slab On Fill (class A,28 Days) 25.00 Cu.m. 902(1) Reinforcing Steel Of Reinforced Concrete Structures For Two Up To Five Storey 36.00 Cu.m. 903(2) Formworks And Falseworks 6,944.00 Kg 1001(6) Catch Basin (concrete/chb) 245.00 Sq.m. 1001(8) Sewer Line Works 5.00 Ea 1001(11) Septic Vault 1.00 Lumpsum 1003(1)e Hardiflex On Metal Frame Ceiling 1.00 Units 1003(2) Structural Concrete For Footing Tie Beam, Column, Suspended Slab, Girder/beam (class A, 28 Days) 242.00 Sq.m. 1007 Aluminum Glass Door 50.00 Sq.m. 1008 Aluminum Glass Window 21.00 Sq.m 1010(2)b Wooden Panel Door 42.00 Sq.m 1013(2) Fabricated Metal Roofing Accesory 14.50 Sq.m 1014 Prepainted Rib Type Metal Sheets 65.00 M 1018(1) Glazed Tiles And Trims 263.00 Sq.m. 1027(1) Cement Plaster Finish 305.00 Sq.m. 1032(1)a Painting Works (masonry Painting) 382.00 Sq.m. 1032(1)c Painting Works (metal Painting) 157.00 Sq.m. 1046 100 Mm Chb Non Load Bearing (including Rsb) 374.00 Sq.m. 1046(2) 150 Mm Chb Non Load Bearing (including Rsb) 184.00 Sq.m. 1047(2)a Structural Roof Framing 123.00 Sq.m. 1047(2)c Structural Steel Purlins 6,109.00 Kg 1047(3)a Strutctural Steel Accessories (anchor Bolts) 1,408.00 Kg 1047(3)b Metal Structure Accessories (sag Rod) 96.00 Pc 1047(3)c Structural Steel Accessories (turn Buckle) 23.00 Pc 1047(3)d Structural Steel Accessories (crossbracing) 22.00 Pc 1047(5) Structural Steel Accessories (steel Plates) 44.00 Pc 1100 Junction/utility/pull/square Box 1,065.00 Kg 1100(6)a 20mmø-32mmø Polyvinyl Chloride (pvc) Pipes 245.00 Pc 1100(6)b 90mmø Polyvinyl Chloride (pvc) Pipes 100.00 Pc 1101(2)a 1.6mm² - 5.5mm² Electric Wire (tw/thhn/twhn²) 105.00 Ln.m 1101(2)d 150mm² - 250mm² Electric Wire (tw/thhn/twhn²) 3,300.00 Ln.m 1101(4) Switches 200.00 Ln.m 1101(15) Convenience Outlet 19.00 Set 1102(1) Panelboard With Main & Branch Circuit Breakers 55.00 Set 1103(5) Lighting Fixtures 1.00 Lot 1200 Exhaust Fan/ceiling Fan 112.00 Set 1200(a) Airconditioning System 3.00 Set Spl1 Electrical Duct With Electric Post 4.00 Set Equipment Needed (minimum): Cutting Outfit 1 Unit Welding Machine 1 Unit Truck Mounted Crane (20-25 Mt) 1 Unit Bar Cutter 1 Unit One Bagger Concrete Mixer 1 Unit Bar Bender 1 Unit Backhoe( 0.80cu.m.) 1 Unit Plate Compactor 1 Unit Plate Compactor 1 Unit Concrete Vibrator 1 Unit Dump Truck (10 Cu.m.) 1 Unit

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