Crane Tenders

Description: Sources Sought Synopsis for elk City Gate Repair elk River, Elk City, montgomery County, Kansas this Is A Sources Sought Announcement; A Market Survey For Information Only, To Be Used For Preliminary Planning Purposes. This Is Not A Solicitation For Proposals And No Contract Will Be Awarded from This Synopsis. 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 Be Notified Of The Results Of The Evaluation Upon Request. the U.s. Army Corps Of Engineers – Tulsa Has Been Tasked To Solicit For And Award A Contract For The Elk City Gate Repair, At The Elk River, Elk City, Kansas. The Proposed Design-bid-build Project Will Be Procured As A Competitive, Firm-fixed Price Contract In Accordance With Far 15, Negotiated Procurement, Using The Lowest Price Technically Acceptable Approach, Tradeoffs Will Not Be Permitted. The Type Of Set-aside Decision To Be Issued Will Depend Upon The Capabilities Of The Responses To This Synopsis. the Purpose Of This Synopsis Is To Gain Knowledge Of Interest, Capabilities And Qualifications Of Various Members Of Industry, To Include The Small Business Community: Small Business, Section 8(a), Historically Underutilized Business Zones (hub-zone), Service-disabled Veteran-owned Small Business (sdvosb), And Women-owned Small Business (wosb). The Government Must Ensure There Is Adequate Competition Among The Potential Pool Of Responsible Contractors. Small Businesses, Section 8(a), Hubzone, Sdvosb, And Wosb Businesses Are Highly Encouraged To Participate. the Work Includes, But Is Not Limited To, The Following: base: Service Gate 2, Fabricate And Deliver Four Roller Chain Backing Plate Assemblies For Gate 2. This Will Include The Backing Plate, Two Side Guide Bars, And The Screws. Fabricate And Deliver Two Roller Chain Housing Assemblies For Gate 2. This Will Include The Upper, Lower, And Vertical Housing Sections And The Bolts, Nuts, And Washers Used For Installation. Fabrication Will Require Either Field Verification Of All Bolt And Screw Locations Or The Ability To Tap Them In The Field During Installation. removal And Disposal Of The Existing Roller Chain Housing Assemblies. This Will Require The Use Of Scaffolding And Fall Protection For The Material Removed And The Personnel Working. Removal And Disposal Of The Roller Chain Backing Assemblies. This Will Require Safely Removing And Storing The Roller Chain And Grinding The Existing Tack Welds And Screws Currently In Place. installation And Operability Testing Of The Roller Chain Backing Plate Assemblies. This Will Include Connecting The Assemblies Via The Provided Screws Only. Installation And Operability Testing Of The roller Chain Housing Assemblies. This Will Include Connecting The Assemblies Via The Bolts, Nut, And Washers Provided. Testing Will Include Exercising The Gates To Their Full Capabilities A Minimum Of Three Times. option 1: Service Gate 1 Includes All Work Listed For The Base Bid Applied To Gate 1. option 2: Emergency Gate Includes All Work Listed For The Base Bid Applied To The Emergency Gate. the Government Will Operate The On-site Gantry Crane. in Accordance With Far 36 And Dfars 236, The Estimated Construction Price Range For This Project Is Between $1,000,000 And $5,000,000. estimated Construction Duration Of The Project Is 300 Calendar Days. the North American Industry Classification System Code For This Procurement 237990 ( other Heavy And Civil Engineering Construction) Which Has A Small Business Size Standard Of $45m. the Product Service Code Is: Z2ka (maintenance Of Dams) small Businesses Are Reminded Of Far 52.219-14, Limitations On Subcontracting. Firm Will Not Pay More Than 85% 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 Toward The 85% Subcontract Amount That Cannot Be Exceeded. Large Businesses Must Comply With The Far 52.219-9 By Submitting A Small Business Subcontracting Plan Should This Action Be Solicited As Full And Open Competition And An Award Is Made To A Large Business Firm. prior Government Contract Work Is Not Required For Submitting A Response To This Sources Sought Synopsis. All Construction Performance Must Be In Compliance With The Usace Safety And Health Requirements Manual (em 385- 1-1), And Must Also Comply With All Federal, State And Local Laws, Ordinances, Codes And/or Regulations. anticipated Solicitation Issuance Date Is On Or About 5 Mar 2024, And The Estimated Proposal Due Date Will Be On Or About 5 Apr 2024, The Official Synopsis Citing The Solicitation Number Will Be Issued On Http://sam.gov, Inviting Firms To Register Electronically To Receive A Copy Of The Solicitation When It Is Issued. firm’s Response To This Synopsis Shall Be Limited To 5 Pages And Shall Include The Following Information: firm’s Name, Address, Point Of Contact, Phone Number, And E-mail Address. firm’s Interest In Bidding On The Solicitation When It Is Issued. firm’s Capability To Perform The Magnitude And Complexity Outlined In The Scope Of Work Above (include Firm’s Capability To Execute Construction- Comparable Work Performed Within The Past 5 Years): brief Description Of The Project, Customer Name, Timeliness Of Performance, And Dollar Value Of The Project) – Provide At Least 3 Examples. firm’s Business Size – Lb, Sb, 8(a), Hubzone, Sdvosb, Or Wosb. firm’s Joint Ventures (existing), Including Mentor Protégés And Teaming Arrangement Information Is Acceptable. firm’s Bonding Capability (construction Bonding Level Per Contract And Aggregate Construction Bonding Level, Both Expressed In Dollars) Via Letter From Bonding Company. interested Firm’s Shall Respond To This Sources Sought Synopsis No Later Than 2:00pm Cst, 10 Jan 2024 All Interested Firms Must Be Registered In Sam To Be Eligible For Award Of Government Contracts. Mail, Fax Or Email Your Response To Tyler Godwin, U.s. Army Corps Of Engineers, Tulsa District (cect-swt), 2488 East 81st Street, Tulsa, Ok 74137-4290. Email: Tyler.l.godwin@usace.army.mil. Please Also Provide A Copy Of The Response To Mr. Gene Snyman, Small Business Deputy, At Gene.snyman@usace.army.mil.

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

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: Description Rentals- Construction Of Municipal Landmark (pergola) 1. The Local Government Unit Of Lambayong, Through 20% Development Fund Intends To Apply The Sum Of Three Hundred Five Thousand Sixty-six Pesos Only (php 305,066.00) Being The Approved Budget For The Contract (abc) To Payments Under The Contract For Lam-bac-474-024. Bids Received In Excess Of The Abc Shall Be Automatically Rejected At Bid Opening. 2. The Local Government Unit Of Lambayong Now Invites Bids The Construction Of Municipal Landmark (pergola)-rental. The Description Of An Eligible Bidder Is Contained In The Bidding Documents, Particularly, In Section Ii. Instructions To Bidders. 3. Bidding Will Be Conducted Through Open Competitive Bidding Procedures Using A Non-discretionary “pass/fail” Criterion As Specified In The 2016 Revised Implementing Rules And Regulations (irr) Of Republic Act (ra) 9184, Otherwise Known As The “government Procurement Reform Act”. Bidding Is Open To All Interested Bidders, Whether Local Or Foreign, Subject To The Conditions For Eligibility Provided In The Irr Of Ra 9184. 4. Interested Bidders May Obtain Further Information From The Local Government Unit Of Lambayong And Inspect The Bidding Documents At The Address Given Below During 8:00 A.m. To 5:00 P.m. A Complete Set Of Bidding Documents May Be Acquired By Interested Bidders On December 10, 2024 From The Address Below And Upon Payment Of The Applicable Fee For The Bidding Documents, Pursuant To The Latest Guidelines Issued By The Gppb, In The Amount Of Php 500.00 5. The Local Government Unit Of Lambayong Will Hold A Pre-bid Conference On December 18, 2024 2:00 P.m. At The Bac Office, New Municipal Hall, Lambayong, Sultan Kudarat. It May Also Be Downloaded Free Of Charge From The Website Of The Philippine Government Electronic Procurement System (philgeps) And The Website Of The Procuring Entity, Provided That Bidders Shall Pay The Applicable Fee For The Bidding Documents Not Later Than The Submission Of Their Bids. 6. Bids Must Be Duly Received By The Bac Secretariat At The Address Below On Or Before 2:00 P.m.; January 6, 2025. All Bids Must Be Accompanied By A Bid Security In Any Of The Acceptable Forms And In The Amount Stated In Itb Clause 18. Bid Opening Shall Be On 2:00 P.m.; January 6, 2025 At The Office Of The Bids And Awards Committee, New Municipal Hall, Lambayong, Sultan Kudarat. Bids Will Be Opened In The Presence Of The Bidders’ Representatives Who Choose To Attend At The Address Below. Late Bids Shall Not Be Accepted. 7. The Local Government Unit Of Lambayong Reserves The Right To Reject Any And All Bids, Declare A Failure Of Bidding, Or Not Award The Contract At Any Time Prior To Contract Award In Accordance With Section 41 Of Ra 9184 And Its Irr, Without Thereby Incurring Any Liability To The Affected Bidder Or Bidders. 8. For Further Information, Please Refer To: Ramon J. Dudo Bac Chairperson 9802 Poblacion, Lambayong, Sultan Kudarat 09662296201/ 09171180904/ 09163712885 Baclambayong@gmail.com/ Lgu_lambayong@yahoo.com Qty Item Description Unit 5 Excavation & Removal Of Obstruction (backhoe) Days 5 Embankment (backhoe) Days 6 Truck Mounted Crane, All Models (21-25mt) Days 5 Plate Compactor Days

Details: Description Request For Quotation 1. The Philippine Ports Authority, Pmo Northern Luzon, Through Its Bids And Awards Committee (bac), Hereby Invites Contractors Duly Registered With The Philippine Contractors Accreditation Board (pcab) To Submit Quotation/bid Proposal For The Hereunder Project In Accordance With Sec. 53.9 (small Value Procurement) Of The 2016 Revised Implementing Rules And Regulations Of Republic Act No. 9184: A. Project Title : Relocation Of Rubber Dock Fender B. Location : Port Of Currimao, Ilocos Norte C. Approved Budget For The Contract (abc) : Php 143,058.23 D. Equipment Requirement: 1 – Cranes, Truck Mounted, Hydraulic Telescopic Boom, 100hp, Owned Or Leased 1 – Welding Machine, 400 Amp. Min., Owned E. Contract Duration: 15 Calendar Days 2. Prospective Bidders Shall Submit Their Quotations In Three (3) Copies Together With The Following Documents: A. Copy Of Valid Pcab License – “general Engineering D” B. Copy Of Valid And Current Mayor’s Permit. C. Copy Of Valid Phil-geps Registration/organizational Number D. Notarized Omnibus Sworn Statement 3. If Interested, Please Pay A Non-refundable Amount Of Five Hundred Pesos (php 500.00) Vat Inclusive, Before The Deadline Set For The Submission Of Bids. 4. Quotation/bid Proposal Accompanied With Detailed Cost Estimates Must Be Delivered To The Bids And Awards Committee (bac), C/o Bac Secretariat, Ppa, Pmo Northern Luzon, Brgy. Maglaoi Norte, Currimao, Ilocos Norte Or Thru E-mail Address Bac.ppanlz@gmail.com On Or Before 5:00pm, January 06, 2025. 5. Opening Of Price Quotations Will Be Conducted On January 07, 2025, 10:00 Am. (sgd) Fernando Z. Nipal Bac Chairperson

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.