Crane Tenders

Description: BOQ ITEMS: TORQ SET BITS 3mm, TORQ SET BITS 4mm, TORQ SET BITS 5mm, TORQ SET BITS 6mm, TORQ SET BITS 8mm, SLOTED TORQUE BIT , PHILLIPS TORQUE BIT PH 0, PHILLIPS TORQUE BIT PH 1, PHILLIPS TORQUE BIT PH 3, SOCKET HEAD TORQUE BIT 2MM, SOCKET HEAD TORQUE BIT 2.5MM, SOCKET HEAD TORQUE BIT 3MM, SOCKET HEAD TORQUE BIT 4MM, SOCKET HEAD TORQUE BIT 5MM, SOCKET HEAD TORQUE BIT 6MM, SOCKET HEAD TORQUE BIT 7MM, SCREW DRIVERS FOR SLOTTED SCREWS DRALL DRIVER 4.5MM, SCREW DRIVERS FOR SLOTTED SCREWS DRALL DRIVER 5.5MM, SCREW DRIVERS FOR SLOTTED SCREWS DRALL DRIVER 6.5MM, SCREW DRIVERS FOR SLOTTED SCREWS DRALL DRIVER 8MM, STAINLESS STEEL SCREWDRIVERS FOR PHILLIPS SCREWS SIZE 30, STAINLESS STEEL SCREWDRIVERS FOR PHILLIPS SCREWS SIZE 36, HEXAGON KEY WRENCHES SIZE 1.5MM TO 10MM, HEXAGON KEY WRENCHES SIZE 12MM, HEXAGON KEY WRENCHES SIZE 14MM, 1/2 DRIVE METRIC HEXAGON BIT SOCKETS SIZE 4MM, 1/2 DRIVE METRIC HEXAGON BIT SOCKETS SIZE 5MM, 1/2 DRIVE METRIC HEXAGON BIT SOCKETS SIZE 6MM, 1/2 DRIVE METRIC HEXAGON BIT SOCKETS SIZE 7MM, 1/2 DRIVE METRIC HEXAGON BIT SOCKETS SIZE 8MM, 1/2 DRIVE METRIC HEXAGON BIT SOCKETS SIZE 10MM, 1/2 DRIVE METRIC HEXAGON BIT SOCKETS SIZE 12MM, 1/2 DRIVE METRIC HEXAGON BIT SOCKETS SIZE 14MM, 1/2 DRIVE METRIC HEXAGON BIT SOCKETS SIZE 17MM, 1/2 DRIVE METRIC HEXAGON BIT SOCKETS SIZE 19MM, FEELER GAUGE , RADIUS GAUGE Range 1 to 7 mm, SCREW PITCH GAUGE 0.25 to 6 mm , TORQUE SCREWDRIVER 2 to 10MM, METRIC RATCHET COMBINATION WRENCHES SIZE 10MM, METRIC RATCHET COMBINATION WRENCHES SIZE 13MM, VERNIER CALIPER Range 0 to 150, VERNIER CALIPER Range 0 to 300, MEAURING TAPE Range 5M, MEAURING TAPE Range 10M, MEAURING TAPE Range 30M, STEEL RULE Range 150mm , STEEL RULE Range 300mm, STEEL RULE Range 600mm, STEEL RULE Range 1M, WEIGHING MACHINE Range 0 to 100kg, WEIGHING MACHINE Range 0 to 500kg, WEIGHING MACHINE Range 0 to 1500kg, Flat half cut files with handle, FLAT BASTARD FILES WITH HANDLE, HALF-ROUND SECOND-CUT FILES WITH HANDLE, HALF-ROUND BASTARD FILES WITH HANDLE, SECOND-CUT ROUND FILES WITH HANDLE, ROUND BASTARD FILES WITH HANDLE, SECOND CUT SQUARE FILES WITH HANDLE, SQUARE BASTARD FILES WITH HANDLE, SECOND CUT TRIANGLE FILES WITH HANDLE, TRIANGLE BASTARD FILES WITH HANDLE, HALF ROUND SECOND CUT RASPS MEDIUM CUT, HALF ROUND BASTARD RASPS LARGE CUT, ROUND SECOND CUT RASPS MEDIUM CUT, FLAT RASPS MEDIUM CUT, NEEDLE FILES, EMERY PAPER GRADE 120, EMERY PAPER GRADE 220, EMERY PAPER GRADE320, WIRE TWISTING WRENCH, TWISTING WIRE DIA 0.8 MM 1 SPOOL 8KGS, LED TORCH, PLIER, NOSE PLIERS, TUBULAR HACKSAW, SMALL ANGLE GRINDER SIZE 4, DRILL MACHINE SIZE 13MM, TORQUE WRENCH RANGE 120 to 600 nm , TORQUE WRENCH RANGE 10 to 50 nm , TORQUE WRENCH RANGE 20 to 100 nm , TORQUE WRENCH RANGE 70 to 340 nm , INSULATED GLOVES, SAFETY OVER GLOVES, OUTSIDE PULLER, INSIDE PULLER, LOCKING TWIN SLIP JOINT MULTIGRIP PLIERS 22MM, LOCKING TWIN SLIP JOINT MULTIGRIP PLIERS 28 MM, DOUBLE END OPEN SPANNER SIZE 6 TO 32, LONG METRIC KEY L TYPE 1.5 to 18 mm, METRIC OFFSET RING WRENCHES SIZE 6 TO 22, METRIC OPEN END BITS drive 9x12 mm 16 to 19 mm, METRIC OPEN END BITS drive 14x18 mm 13 to 32 mm, hex bolt nut and washer M6 into 50, hexboltnut and washerM6 into100, hexboltnut and washerM8 into 50, hex bolt nut and washer M8 into 100, hex bolt nut and washer M10 into 5, hex bolt nut and washer M10 into 100, hex bolt nut and washer M12 into 50, hex bolt nut and washer M12 into 100, Socket Head Cap Screw Nut and Washer Size M6 into 50, Socket Head Cap Screw Nut and Washer Size M6 into 100, Socket Head Cap Screw Nut and Washer Size M8 into 50, Socket Head Cap Screw Nut and Washer Size M8 into 100, Socket Head Cap Screw Nut and Washer Size M10 into 50, Socket Head Cap Screw Nut and Washer Size M10 into 100, Socket Head Cap Screw Nut and Washer Size M12 into 50, Socket Head Cap Screw Nut and Washer Size M12 into 100, metric crowfoot open end bits, crane scale , Tweezers

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...

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. 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: 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 Jeanette Patton, Contract Specialist, At Jeanette.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: Jeanette Patton, Contract Specialist, At Jeanette.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. 1/7/2024: Amendment To Remove Set Aside Requirement.

Details: Fy23 Missile Assembly Support Building Tactical Equipment Maintenace Facility (temf), White Sands Missile Range (wsmr), Dona Ana County, New Mexico the Proposed Procurement Is An Unrestricted, Open To Both Large And Small Businesses, Lowest Price Technically Acceptable (lpta) Request For Proposal (rfp). Naics Is 236220, With A Size Standard Of $45,000,000.00. The Magnitude Of Construction For This Project Will Be Between $25,000,000.00 And $100,000,000.00. Bonding Will Be Required For This Acquisition. Offerors Attention Is Directed To Section 00 21 00 In The Solicitation For Information Regarding The Tour Of The Site. Plans Will Be Issued On Or About 06 January 2025, With Proposals Due On Or About 20 February 2025. Offerors Are Advised That This Requirement May Be Delayed, Cancelled, Or Revised At Any Time During The Solicitation, Or Final Award Process. the Project Consists Of Construction Of A Launcher Maintenance, Missile Assembly Support Facility At White Sands Missile Range, New Mexico. The Project Includes An 18,800 S.f. Vehicle Maintenance Facility Including Maintenance Bays, Wash Bay, Repair Bays, Machine Shop/welding Area, Maintenance Pit, Training Rooms, Offices, And Security Vaults. Facility Includes 2,300 S.y. Tactical Organizational Vehicle Parking And Apron, Petroleum And Hazardous Waste Storage Buildings, Cybersecurity And Antiterrorism/force Protection (at/fp) Measures, Building Information Systems, Fire Protection And Alarm Systems, Lightning Protection And Grounding System, Intrusion Detection System (ids), Electronic Access Control System (acs), Energy Monitoring Control Systems (emcs) Connection, Vehicle Exhaust System, Petroleum Oil And Lubricants (pol) Distribution Systems, And A 10-ton Bridge Crane. Sustainability And Energy Enhancement Measures Are Included. Photovoltaic Power Will Be Provided By Two Parking Structure Roof-top Arrays And Two Roof-top Arrays On The Vehicle Maintenance Building. Supporting Facilities Include Site Development, Utilities And Connections, Storm Drainage, Paving, Parking, Walkways, Lighting, Information Systems, Landscaping, And Signage. Heating Will Include A Hot Water Heating System With High Efficiency Boiler, Pumps, And Piping Distribution. Cooling Will Be Provided By A Direct Expansion (dx) Based Cooling System With High Efficiency Air-cooled Condensing Units. Maintenance Bays Will Be Cooled By High Efficiency Evaporative Cooling Units And Heated By A Low Intensity Infrared Radiant Heating System. Measures In Accordance With The Department Of Defense (dod) Minimum Antiterrorism For Buildings Standards Will Be Provided. Comprehensive Building And Furnishings Related Interior Design Services Are Required. Access For Individuals With Disabilities Will Be Provided As Appropriate. Facilities Will Be Designed To A Minimum Life Of 40 Years In Accordance With Dod’s Unified Facilities Criteria (ufc 1-200-02) Including Energy Efficiencies, Building Envelope And Integrated Building Systems Performance. The Facility Will Be Designed And Constructed To Achieve Leed Silver Certification. the Project Will Be Advertised As A Request For Proposal. Competitive Proposals Will Be Evaluated Based On The Evaluation Criteria Set Forth In The Solicitation Package. Evaluation By The Government Will Result In Selection Of A Firm That Represents The Best Value To The Government. The Proposed Procurement Will Result In A Firm-fixed Price Contract. Offerors Must Be Registered With System For Award Management (sam), In Order To Receive A Government Contract Award. To Register, The Sam Internet Address Is: Https://sam.gov/content/home. this Solicitation Will Be Issued Via Internet Only. Notification Of Amendments Shall Be Made Via Internet Only, As Well. It Is Therefore The Contractors’ Responsibility To Check The Following Address Daily For Any Posted Changes To This Solicitation. For Security Reasons, All Technical And Engineering Data Related To This Solicitation Will Be Distributed Using The Sam.gov System. Sam.gov Is A Web-based Dissemination Tool Designed To Safeguard Acquisition-related Information For All Federal Agencies. Interested Offerors Must Register With Sam.gov Or They Will Not Be Able To Download Information From The Site. Registration Instructions Can Be Found On The Website At Https://sam.gov/content/home. Contractors Registered With Sam.gov May View And/or Download This Solicitation And All Amendments From The Internet After Solicitation Issuance. Offerors Are Encouraged To Post Notices Of Prospective Subcontracting Opportunities On The Website. Offerors Are Advised That This Requirement May Be Delayed, Cancelled, Or Revised At Any Time During The Solicitation, Or Final Award Process.

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.

Purchaser Name: Blue Crane Route Local Municipality | Appointment Of A Service Provider For The Supply, Delivery Of One (1) Server Equipment With Three Years(3) Maintenance And Software For The Server

Purchaser Name: Blue Crane Route Local Municipality | Supply,delivery,installation,maintenance And Monitoring Of Cctv Camera With Armed Response For The Period Of 36 Months

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