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Housing Stability
Rfp bura 2026 1h homearp
Request for proposals for HOME- ARP funding to assist homeless, at- risk of homelessness, and vulnerable populations through affordable housing, noncongregate shelters, and supportive services in Buffalo, NY Development of affordable rental housing for qualifying populations, Acquisition and development of noncongregate shelters, Supportive services
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Stability Analysis
Hydrostatic Pressure Relief System Assessment and Downstream River Channel Improvements at Sterling C. Robertson Dam - This Request for Proposal ( RFP) solicits information from engineering firms as to their qualifications to conduct an engineering investigation to assess the following: 1) the condition and functionality of the HPRS and recommend remedial improvements ( as needed) for all HPRS components and instruments in the West Embankment, Service Spillway, and East Embankment; 2) the structural conditi
Engineering investigation and design services for hydrostatic pressure relief system assessment and downstream river channel improvements at Sterling C. Robertson Dam Assessment of HPRS condition and functionality, structural condition of stilling basin concrete components, downstream river channel and bank erosion protection system alternatives, design and construction oversight for remedial improvements
Bid Close Date:
Frequency Stability Analyzer
Phase Noise Analyzer -
Family Stability Services
Thrive Iowa
Backbone organizations for the Thrive Iowa initiative
Bid Close Date:
Rfb- 87- 27 ****, johnson county
Bid Close Date:
Lot 1: ONLY ONLINE BIDS WILL BE ACCEPTED FOR THIS RFB. Emailed and hard copies delivered by any method WILL NOT BE ACCEPTED. On this line, Bidders must enter $ 0. 00 for Contract Amount in the e- procurement system. Actual Contract Amount must be entered on " Official Bid Document" and submitted as an attachment in the e- procurement system. Vendors should review and update, if necessary, all addresses and contact persons for their account prior to bid submission. This information will carry forward to a contract if awarded, therefore please ensure all information is correct. Entire Official Bid Document and Bid Bond ( if required) should be combined as one PDF and uploaded At the upstream area of the project, two portals producing drainage are compromising stability within a pasture area. These two portals will be opened, drained, closed with non- wildlife accessible closures and capped with excavated material with drainage features installed to conduct mine water to the adjacent natural drain. Excess material will be transported to the onsite waste area. A Class III ditch and culvert will be installed in the natural drain to protect the drainage features and conduct the collected drainage ultimately to the natural stream. At the middle area, a slide threatening a structure, open and draining portals and a water body impounded above open portals are causing stability and safety concerns. The slide will be addressed by excavating to rock and installing subdrain between the structure and the slide area. The subdrain will outlet into a concrete block- tied mat ditch along the driveway to the natural stream. The water body impounded over existing portals will be drained, the two portals closed with non- wildlife accessible closures and drainage features installed to conduct future drainage to the natural stream. Waste material generated by this project will be used as a top treatment above the portal closures. Waste placement along with grading will make the area nonimpounding. An area north of the Williams Fork stream wil
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