Sarasota County is soliciting a qualified engineering firm to provide comprehensive design, permitting, and bid-phase services for stormwater and flood mitigation for the St. Armands Resiliency & Flood Mitigation Project. The selected firm will be awarded a CCNA Specific Project Agreement for the duration of the project and must meet minimum qualifications, insurance, and other contract requirements. The project is funded in part by HUD Community Development Block Grant – Disaster Recovery (CDBG-DR) funds, so proposers must comply with applicable federal funding requirements.
Sarasota County is soliciting a qualified engineering firm to provide comprehensive design, permitting, and bid-phase services for stormwater and flood mitigation for the St. Armands Resiliency & Flood Mitigation Project. The selected firm will be awarded a CCNA Specific Project Agreement for the duration of the project and must meet minimum qualifications, insurance, and other contract requirements. The project is funded in part by HUD Community Development Block Grant – Disaster Recovery (CDBG-DR) funds, so proposers must comply with applicable federal funding requirements.
The City of Kent, Washington (Public Works Engineering) is requesting sealed bids for the S 251st St Flood Hazard Mitigation and Washington Ave Bridge Embankment Repair project (Reference 25-3030.2 & 25-3030.3). The scope includes embankment and abutment repairs under the Washington Ave (West Valley Highway) bridge, construction of a 300-foot earthen levee with concrete reinforcement, hand-place riprap, quarry spall reinforcement to the lower abutment, concrete pumping to fill an undermined abutment wall, 3 feet of fill with 3:1 slopes, a paved asphalt cap, paving the corner of 251st St, and installation of a Type 1 catch basin and 70 feet of storm line. The engineer's estimate range is $575,000-$675,000, with sealed bids due by 11:00 AM on July 14, 2026 at the City Clerk's office.
Provide consultants with specialized hazard mitigation planning would provide a better means to obtain and analyze the necessary information to complete a state and fema (federal emergency management agency) approved hazard mitigation plan. The purpose of this rfi is to help the city of puyallup meet the original goals and recommended steps and tasks for developing local hazard mitigation plans.
Provide consultants with specialized hazard mitigation planning would provide a better means to obtain and analyze the necessary information to complete a state and fema (federal emergency management agency) approved hazard mitigation plan. The purpose of this rfi is to help the city of puyallup meet the original goals and recommended steps and tasks for developing local hazard mitigation plans.
Division A - improvements consist of 30" tangent pile wall with alternating reinforced steel hp 10 x 42 reinforced concrete shafts for primary pilings, drilled 10 feet into bedrock and 30" concrete shafts, drilled 10' into bedrock for secondary pilings, as per the geotechnical design. Total wall length is approx., 245'. Minor drainage improvements will be constructed to outfall through the secondary pilings. Roadway will be widened to 18' wide typical with curb along the north side of the road. Division B - improvements consist of undercut excavation to address unsuitable subgrade conditions due to a storm event, followed by backfill operations utilizing 304 aggregate base materials in accordance with project specifications. Topsoil, seeding, and erosion control mat will be added to encourage vegetative growth and deter erosion. Upon completion of subgrade remediation, full-depth restoration of the roadway section will be performed to match existing line, grade, and cross-section.
The City of Kent, Washington (Public Works Engineering) is requesting sealed bids for the S 251st St Flood Hazard Mitigation and Washington Ave Bridge Embankment Repair project (Reference 25-3030.2 & 25-3030.3). The scope includes embankment and abutment repairs under the Washington Ave (West Valley Highway) bridge, construction of a 300-foot earthen levee with concrete reinforcement, hand-place riprap, quarry spall reinforcement to the lower abutment, concrete pumping to fill an undermined abutment wall, 3 feet of fill with 3:1 slopes, a paved asphalt cap, paving the corner of 251st St, and installation of a Type 1 catch basin and 70 feet of storm line. The engineer's estimate range is $575,000-$675,000, with sealed bids due by 11:00 AM on July 14, 2026 at the City Clerk's office.
Division A - improvements consist of 30" tangent pile wall with alternating reinforced steel hp 10 x 42 reinforced concrete shafts for primary pilings, drilled 10 feet into bedrock and 30" concrete shafts, drilled 10' into bedrock for secondary pilings, as per the geotechnical design. Total wall length is approx., 245'. Minor drainage improvements will be constructed to outfall through the secondary pilings. Roadway will be widened to 18' wide typical with curb along the north side of the road. Division B - improvements consist of undercut excavation to address unsuitable subgrade conditions due to a storm event, followed by backfill operations utilizing 304 aggregate base materials in accordance with project specifications. Topsoil, seeding, and erosion control mat will be added to encourage vegetative growth and deter erosion. Upon completion of subgrade remediation, full-depth restoration of the roadway section will be performed to match existing line, grade, and cross-section.
.svg){kind=small}