Inactive

4/25/2023: Please find attached, an amendment to reopen the solicitation, negating the action taken through amendment 0008. An award from a bid submitted in response to this solicitation is being cons... 4/25/2023: Please find attached, an amendment to reopen the solicitation, negating the action taken through amendment 0008. An award from a bid submitted in response to this solicitation is being considered." ---------------------------------------------------------------------------------------------------------------------------- 4/14/2023: Please find attached, an amendment to cancel the solicitation after bid opening. No award will be made from this solicitation. ---------------------------------------------------------------------------------------------------------------------------- Bid Abstract uploaded. ----------------------------------------------------------------------------------------------------------------------------- Amendment 0004 The purpose of this amendment is to make updates to the following sections in the Specifications: Section 35 52 00.00 25, Page 6: Section 3.3f Section 35 52 00.00 25, Page 9: Section 3.5 See attachment "Amendment 0004 with Comments" for further details. ------------------------------------------------------------------------------------------------------------------------------------------------------ Amendment 0003 The purpose of this amendment is to revise parts of the plans and specs, specifically: 1) The following plan sheets were revised: G-002 G-012 CS101 CS102 CS103 2) The following sections in the specs were revised: Section 31 00 10.00 25, Page 5: Sec 3.4.a (2 revisions) Section 31 00 10.00 25, Page 5: Sect 3.4b Section 31 00 10.00 25, Page 5: Sect 3.4c Section 31 00 10.00 25, Page 5: Sect 3.4d Section 31 00 10.00 25, Page 6: Sect 3.6a (2 revisions) Section 31 11 00.00 25, Page 2: Sect 3.2 Section 32 90 00.00 25, Page 4: Sect 1.4.2a Section 35 20 23.13 25, Page 5: Sect 3.1.4b Attachment 5 - Final IHAs Attachment 7 - SLOPES document with confirmation emails attached at end. -------------------------------------------------------------------------------------------------------------------------------------------------------------- A Subcontracting Plan Template is attached. --------------------------------------------------------------------------------------------------------------------------------------------------------------- Amendment 0002 The purpose of this amendment is to correct the error on the date of the Site Visit. For clarification, the Site Visit is scheduled for August 9, 2022 at 10AM PDT. ----------------------------------------------------------------------------------------------------------------------------------------------------------------- Amendment 0001 The purpose of this amendment is to change the deadline to RSVP for the scheduled site visit. The response date is now Monday, August 8, 2022 at 1400PDT. All other terms and conditions remain unchanged. -------------------------------------------------------------------------------------------------------------------------------------------------------------------- 1. Contract Information. The U.S. Army Corps of Engineers (USACE), Northwestern Division, Portland District (CENWP) has been tasked to solicit a contract for the Tillamook South Jetty Repair. The proposed project will be a competitive, firm-fixed price (FFP) contract. 2. Project Background. The project is located iin Tillamook Bay on the Oregon Coast, about 47 miles south of the mouth of the Columbia River. Tillamook Bay is a tidal estuary about 6 miles long, north to south, and a maximum of 3 miles wide. Five major rivers flow into Tillamook Bay. The ocean entrance to the bay is located at its northern end and is protected by two jetties, a north jetty and a south jetty. The U.S. Army Corps of Engineers (USACE) constructed and maintains the two jetties for the purpose of providing reliable navigation into and out of the bay. The south jetty was constructed in three stages between 1969 and 1979 to a length of 8,025 feet. Since then, the south jetty has received no repairs despite having sustained damage and lost jetty length. A recent apparent increase in the Pacific Ocean wave climate has exposed both jetties to more extreme storm waves, especially the south jetty which is more exposed to southwesterly storm events. The south jetty's head is destroyed, and the trunk continues to be damaged and lose length. Repairs to the south jetty are needed to address existing damage, restore the structural integrity of the jetty, provide additional protection for the north jetty from large southerly waves, reduce navigational hazards to boaters, and ensure safe and reliable passage to shipping traffic. Description of Work. Proposed repairs to the south jetty include rebuilding the jetty head with an approximate 100-foot cap and approximately 1,350 feet of the jetty trunk onto an existing relic structure. The relic structure is a mound of displaced stones from the original jetty formed underwater. The south jetty head section will be constructed with a 40-foot crest width and 1V:2.5H side slopes both channel-side and ocean-side, and a crest elevation of +18 feet NAVD88. The south jetty trunk sections will be constructed with a 30-foot crest width, +18 feet NAVD88 crest elevation, and varying side slopes depending upon location, from 1V:2.5H along the ocean-side and 1V:2.5H to 1V:1.5H along the channel-side. The estimated stone volume required for the south jetty repairs is approximately 9,900 cubic yards (CY) of 180 pounds per cubic foot (pcf) stone, 15,800 CY of 175 pcf stone, and 3,200 CY of 167 pcf stone. Access to the south jetty is from Bayocean Dike Road. The approximate 3-mile section of this road between the Tillamook County Bayocean Peninsula Park parking lot and the south end of the Kincheloe Point, where a barge material off-loading area is available, is an unmaintained, single-lane, dirt road, with several segments that have significant erosional undercutting of the road embankment. This section of road will not support heavy construction vehicles and the truck transport of materials ans to be used only for transport of personnel. The section of Bayocean Dike Road between the material off-loading area at Kincheloe Point and the ocean-most dune line near the south jetty root is an unmaintained, single-lane, dirt road. Prior to using this road section for construction vehicles and equipment, the road section will require vegetation clearing, debris and rock removal, widening, and repairs. In addition, a segment of this road near the end of the jetty root has been washed out and will require reconstruction prior to use. All road improvements will be subject to environmental requirements to protect existing wetland areas adjacent to roads and Western Snowy Plover critical habitat areas near the south jetty root. Previous construction of the south jetty involved use of a material off-loading facility at Kincheloe Point to off-load materials that were barged. The contractor may elect to construct a temporary barge off-loading facility. Dredging would likely be required to allow fully loaded barges to access the material off-loading facility. Based on the conditions at the anticipated material off-loading facility location, it is estimated that 5,000 cubic yards of sediment would be dredged from the area adjacent to the shore where the barge would likely be moored. All dredged material will be transported and placed in the designated staging area near the jetty root and upgraded to enhance Western Snowy Plover critical habitat. The environmental permits obtained for the project would restrict any installation of pilings for the material off-loading facility to an in-water work window between November 1 and February 15. For the south jetty construction work, there is an approximate 47-acre area near the jetty root available for temporary material and equipment staging and storage. Areas used for staging and storage will require grading at project completion. The anticipated period of performance for the repair work is September 2022 through November 2024. The estimated magnitude of construction for this project is between $25,000,000 and $100,000,000. Disclaimer and Important Notes. This notice does not obligate the Government to award a contract. All interested firms must be registered in the System for Award Management (SAM) and remain current for the duration of the contract to be eligible for award of a Government contract.

Inactive

1. THIS IS A DRAFT SOLICITATION AND IS FOR INFORMATIONAL USE ONLY. FINAL PLANS AND SPECIFICATIONS MAY CHANGE. SOLICITATION IS SCHEDULED TO BE POSTED ON OR AROUND AUGUST 1, 2022.THIS IS NOT A REQUEST F... 1. THIS IS A DRAFT SOLICITATION AND IS FOR INFORMATIONAL USE ONLY. FINAL PLANS AND SPECIFICATIONS MAY CHANGE. SOLICITATION IS SCHEDULED TO BE POSTED ON OR AROUND AUGUST 1, 2022.THIS IS NOT A REQUEST FOR PROPOSAL, QUOTATION, OR BID. 2. Contract Information. The U.S. Army Corps of Engineers (USACE), Northwestern Division, Portland District (CENWP) has been tasked to solicit a contract for the Tillamook South Jetty Repair. The proposed project will be a competitive, firm-fixed price (FFP) contract. 3. Project Background. The project is located iin Tillamook Bay on the Oregon Coast, about 47 miles south of the mouth of the Columbia River. Tillamook Bay is a tidal estuary about 6 miles long, north to south, and a maximum of 3 miles wide. Five major rivers flow into Tillamook Bay. The ocean entrance to the bay is located at its northern end and is protected by two jetties, a north jetty and a south jetty. The U.S. Army Corps of Engineers (USACE) constructed and maintains the two jetties for the purpose of providing reliable navigation into and out of the bay. The south jetty was constructed in three stages between 1969 and 1979 to a length of 8,025 feet. Since then, the south jetty has received no repairs despite having sustained damage and lost jetty length. A recent apparent increase in the Pacific Ocean wave climate has exposed both jetties to more extreme storm waves, especially the south jetty which is more exposed to southwesterly storm events. The south jetty's head is destroyed, and the trunk continues to be damaged and lose length. Repairs to the south jetty are needed to address existing damage, restore the structural integrity of the jetty, provide additional protection for the north jetty from large southerly waves, reduce navigational hazards to boaters, and ensure safe and reliable passage to shipping traffic. Description of Work. Proposed repairs to the south jetty include rebuilding the jetty head with an approximate 100-foot cap and approximately 1,350 feet of the jetty trunk onto an existing relic structure. The relic structure is a mound of displaced stones from the original jetty formed underwater. The south jetty head section will be constructed with a 40-foot crest width and 1V:2.5H side slopes both channel-side and ocean-side, and a crest elevation of +18 feet NAVD88. The south jetty trunk sections will be constructed with a 30-foot crest width, +18 feet NAVD88 crest elevation, and varying side slopes depending upon location, from 1V:2.5H along the ocean-side and 1V:2.5H to 1V:1.5H along the channel-side. The estimated stone volume required for the south jetty repairs is approximately 9,900 cubic yards (CY) of 180 pounds per cubic foot (pcf) stone, 15,800 CY of 175 pcf stone, and 3,200 CY of 167 pcf stone. Access to the south jetty is from Bayocean Dike Road. The approximate 3-mile section of this road between the Tillamook County Bayocean Peninsula Park parking lot and the south end of the Kincheloe Point, where a barge material off-loading area is available, is an unmaintained, single-lane, dirt road, with several segments that have significant erosional undercutting of the road embankment. This section of road will not support heavy construction vehicles and the truck transport of materials ans to be used only for transport of personnel. The section of Bayocean Dike Road between the material off-loading area at Kincheloe Point and the ocean-most dune line near the south jetty root is an unmaintained, single-lane, dirt road. Prior to using this road section for construction vehicles and equipment, the road section will require vegetation clearing, debris and rock removal, widening, and repairs. In addition, a segment of this road near the end of the jetty root has been washed out and will require reconstruction prior to use. All road improvements will be subject to environmental requirements to protect existing wetland areas adjacent to roads and Western Snowy Plover critical habitat areas near the south jetty root. Previous construction of the south jetty involved use of a material off-loading facility at Kincheloe Point to off-load materials that were barged. The contractor may elect to construct a temporary barge off-loading facility. Dredging would likely be required to allow fully loaded barges to access the material off-loading facility. Based on the conditions at the anticipated material off-loading facility location, it is estimated that 5,000 cubic yards of sediment would be dredged from the area adjacent to the shore where the barge would likely be moored. All dredged material will be transported and placed in the designated staging area near the jetty root and upgraded to enhance Western Snowy Plover critical habitat. The environmental permits obtained for the project would restrict any installation of pilings for the material off-loading facility to an in-water work window between November 1 and February 15. For the south jetty construction work, there is an approximate 47-acre area near the jetty root available for temporary material and equipment staging and storage. Areas used for staging and storage will require grading at project completion. The anticipated period of performance for the repair work is September 2022 through November 2024. The estimated magnitude of construction for this project is between $25,000,000 and $100,000,000. Disclaimer and Important Notes. This notice does not obligate the Government to award a contract. All interested firms must be registered in the System for Award Management (SAM) and remain current for the duration of the contract to be eligible for award of a Government contract.

Inactive

1. General. This is a SOURCES SOUGHT and is for informational/market research purposes only. THIS IS NOT A REQUEST FOR PROPOSAL, QUOTATION OR BID, NOR A SYNOPSIS OF A PROPOSED CONTRACT ACTION UNDER FA... 1. General. This is a SOURCES SOUGHT and is for informational/market research purposes only. THIS IS NOT A REQUEST FOR PROPOSAL, QUOTATION OR BID, NOR A SYNOPSIS OF A PROPOSED CONTRACT ACTION UNDER FAR SUBPART 5.2. 2. Contract Information. The U.S. Army Corps of Engineers (USACE), Northwestern Division, Portland District (CENWP) has been tasked to solicit a contract for the Tillamook South Jetty Repair. The proposed project will be a competitive, firm-fixed price (FFP) contract. Responses to this Sources Sought announcement will be used by the Government to make an acquisition strategy decision. Additional details regarding the project background and description of work can be found in Section 4 of this sources sought. The purpose of this Sources Sought is to gain knowledge of the interest, capabilities, and qualifications of industry, to include: Large Business, Small Business, Small Disadvantaged Businesses to include 8(a) certified small business firms, Historically Underutilized Business Zone small business (HUBZone), Economically Disadvantaged Women-Owned Small Business (EDWOSB), and Service-Disabled Veteran-Owned Small Busines (SDVOSB). All are highly encouraged to respond. 3. Capability Statements. Contractors should demonstrate through references, project lists, or reports that they possess experience involving completing jetty, breakwater projects, or heavy marine construction projects exceeding $20 million in value where proucrement, deliver, and placement of 15-ton or greater stones was required. Note: The Government may consider the relevant past experience and past performance of key individuals and predecessor companies in evaluating the company's past experience and past performance factors. North American Industrial Classification Code (NAICS): 237990, Other Heavy and Civil Engineering Construction. Size Standard: $39.5 million. Federal Service Code (FSC): Z2KZ, Repair or Alteration of Other Conservation and Development Facilities. Point of Contact for Small Business questions or assistance is the Portland District Deputy for Small Business, Carol McIntyre at 503-808-4602 or Carol.A.McIntyre@usace.army.mil. 4. Project Background. The project is located iin Tillamook Bay on the Oregon Coast, about 47 miles south of the mouth of the Columbia River. Tillamook Bay is a tidal estuary about 6 miles long, north to south, and a maximum of 3 miles wide. Five major rivers flow into Tillamook Bay. The ocean entrance to the bay is located at its northern end and is protected by two jetties, a north jetty and a south jetty. The U.S. Army Corps of Engineers (USACE) constructed and maintains the two jetties for the purpose of providing reliable navigation into and out of the bay. The south jetty was constructed in three stages between 1969 and 1979 to a length of 8,025 feet. Since then, the south jetty has received no repairs despite having sustained damage and lost jetty length. A recent apparent increase in the Pacific Ocean wave climate has exposed both jetties to more extreme storm waves, especially the south jetty which is more exposed to southwesterly storm events. The south jetty's head is destroyed, and the trunk continues to be damaged and lose length. Repairs to the south jetty are needed to address existing damage, restore the structural integrity of the jetty, provide additional protection for the north jetty from large southerly waves, reduce navigational hazards to boaters, and ensure safe and reliable passage to shipping traffic. Description of Work. Proposed repairs to the south jetty include rebuilding the jetty head with an approximate 100-foot cap and approximately 1,350 feet of the jetty trunk onto an existing relic structure. The relic structure is a mound of displaced stones from the original jetty formed underwater. The south jetty head section will be constructed with a 40-foot crest width and 1V:2.5H side slopes both channel-side and ocean-side, and a crest elevation of +18 feet NAVD88. The south jetty trunk sections will be constructed with a 30-foot crest width, +18 feet NAVD88 crest elevation, and varying side slopes depending upon location, from 1V:2.5H along the ocean-side and 1V:2.5H to 1V:1.5H along the channel-side. The estimated stone volume required for the south jetty repairs is approximately 9,900 cubic yards (CY) of 180 pounds per cubic foot (pcf) stone, 15,800 CY of 175 pcf stone, and 3,200 CY of 167 pcf stone. Access to the south jetty is from Bayocean Dike Road. The approximate 3-mile section of this road between the Tillamook County Bayocean Peninsula Park parking lot and the south end of the Kincheloe Point, where a barge material off-loading area is available, is an unmaintained, single-lane, dirt road, with several segments that have significant erosional undercutting of the road embankment. This section of road will not support heavy construction vehicles and the truck transport of materials ans to be used only for transport of personnel. The section of Bayocean Dike Road between the material off-loading area at Kincheloe Point and the ocean-most dune line near the south jetty root is an unmaintained, single-lane, dirt road. Prior to using this road section for construction vehicles and equipment, the road section will require vegetation clearing, debris and rock removal, widening, and repairs. In addition, a segment of this road near the end of the jetty root has been washed out and will require reconstruction prior to use. All road improvements will be subject to environmental requirements to protect existing wetland areas adjacent to roads and Western Snowy Plover critical habitat areas near the south jetty root. Previous construction of the south jetty involved use of a material off-loading facility at Kincheloe Point to off-load materials that were barged. The contractor may elect to construct a temporary barge off-loading facility. Dredging would likely be required to allow fully loaded barges to access the material off-loading facility. Based on the conditions at the anticipated material off-loading facility location, it is estimated that 5,000 cubic yards of sediment would be dredged from the area adjacent to the shore where the barge would likely be moored. All dredged material will be transported and placed in the designated staging area near the jetty root and upgraded to enhance Western Snowy Plover critical habitat. The environmental permits obtained for the project would restrict any installation of pilings for the material off-loading facility to an in-water work window between November 1 and February 15. For the south jetty construction work, there is an approximate 47-acre area near the jetty root available for temporary material and equipment staging and storage. Areas used for staging and storage will require grading at project completion. The anticipated period of performance for the repair work is September 2022 through November 2024. The estimated magnitude of construction for this project is between $25,000,000 and $100,000,000. 5. Submission Instructions. Responses to this Sources Sought notice must be submitted electronically (via email) SUBJECT: Tillamook South Jetty Repairs. Please send to Harron Elloso, Contract Specialist, at Harron.E.Elloso@usace.army.mil and Kristina.K.Morrow@usace.army.mil in either Microsoft Word or Adobe Portable Document Format (PDF) by 2:00PM Pacific Time on December 22, 2021. A firm's response to this Sources Sought shall be limited to five (5) pages and shall include the following information: a. Firm's name, address, point of contact, phone number, email address, CAGE and DUNS numbers. b. Firm's small business category and Business Size: Large Business, Small Business, Small Disadvantaged, 8(a) certified small business, Historically Underutilized Business Zone small business (HUBZone), Economically Disadvanted Women-Owned small business (EDWOSB), and Service-Disabled Veteran-Owned small business (SDVOSB). c. Provide relevant information on the firm's experience/capabilities as it pertains to the proposed work outlined in the Project Description section, including barging and dredging. d. Provide up to three (3) projects, exceeding $20 million in value, similar in size, scope and complexity, with a brief description of the project to include: location, size (tons) and quantity (tons) of stones placed, method of stone delivery, method of stone placement, customer name, timeliness of performance, contract number, customer satisfaction, and dollar value. The Government may verify information in CPARS or PPIRS. e. Your firm's bonding capability. 6. Disclaimer and Important Notes. This notice does not obligate the Government to award a contract. No reimbursement will be made for any costs associated with providing information in response to this Sources Sought or any follow-up information. The Government reserves the right to use information provided by respondents for any purpose deemed necessary and legally appropriate. Any organization responding to this notice should ensure that its response is complete and sufficiently detailed to allow the Government to determine the organization's qualifications to perform the work. Respondents are advised that the Government is under no obligation to acknowledge receipt of the information received or to provide feedback to respondents with respect to any information submitted. After a review of the responses, a solicitation may be published in the Government point of entry (beta.SAM.gov). All interested firms must be registered in the System for Award Management (SAM) and remain current for the duration of the contract to be eligible for award of a Government contract.