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Reetz Avenue Culvert Replacement - Middletown Township is replacing an existing Culvert that is located perpendicular and under Reetz Avenue. Currently, the existing culvert is in very poor condition and requires replacement. This project will focus on replacing this culvert with one more suitable for the flows of the stream as well as perform some streambank stabilization to minimize overflow around the stream.
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Marquis Circle Drainage Improvements - The Department of Public Works has issued a bid opportunity. Please login to retrieve the documents. This project primarily consists of replacing a majority of the drainage system in the neighborhood by upsizing existing pipes and redirecting it to another location so that the outfall can be better maintained by the City. NOTE: PRIME CONTRACTOR MUST BE PREQUALIFED WITH PUBLIC WORKS IN STORM SEWER.
Marquis Circle Drainage Improvements
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Jasper County, Texas. GLO Contract No. 24- 065- 033- E488, Proposed Water Well SCOPE OF WORKGLO Contract No. 24- 065- 033- E488Jasper County, TexasProposed Water WellForEvadale WCID No. 1The proposed project provides for the installation of a new 350 gpm water well for Evadale WCID No. 1, constructed in accordance with the latest AWWA requirements and all applicable standards. Theproposed well is to be constructed at the existing well site, located on CR 849. Specifically, theDistrict intends to conduct the
Proposed water well furnish and install a new well, including all necessary labor, equipment, tools, materials, piping, fittings, excavation, foundation, pumping equipment, grading, embedment, backfilling, compaction, electrical, teting and all other related waterline valves, fittings, bends, meters, and associated appurtenances. site improvements including drainage swale, disposal of all construction debris, concretesplash pad for piping drain, silt fencing, final site grading and replacing all damaged sanaugustine sod, all in accordance with the plans and specifications. provide electrical installation including all equipment, grounding, conduits and conductors, connections to equipment and control equipment and all appurtenances, all in accordancewith the plans and specifications. construct a new 350 gpm ground water supply production well, constructed in accordancewith the requirements set forth by the tceq and as required by awwa a100 06 or latestversion.
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25- 63- 1 Oak Harbor Blvd Drainage ------------------- The Parish requests a contractor to improve drainage along Oak Harbor Blvd ( ****) in Slidell, Louisiana, by removing and replacing concrete panels and rollover barrier curbs, as well as resealing catch basins, as required in the specifications.
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Recoating of Ground Storage Tanks for Water Plant No. 3 The work consists of providing the necessary labor, materials, equipment and supervision to construct the Water Plant No. 3 Recoating for Jackrabbit Road Public Utility District ( the District). Contractor shall review the entirety of the contract documents for the full details of the work involved. The work generally includes but is not limited to: Preparation of all metal surfaces to be recoated. Blasting and recoating the interior ( entirety) of G.
recoating of ground storage tanks preparation of all metal surfaces to be recoated. blasting and recoating the interior entirety of g. s. t. no. 1 and no. 2. blasting and recoating the exterior walls and roof of g. s. t. no. 1 and g. s. t. no. 2. removing and replacing the interior ladder of g. s. t. no. 1 and g. s. t. no. 2. replacing the seal along the base of g. s. t. no. 1 and g. s. t. no. 2. blasting and recoating the exterior ladder and security cage of g. s. t. no. 1 and g. s. t. no. 2. blasting and recoating the roof handrail of g. s. t. no. 1 and g. s. t. no. 2. blasting and recoating g. s. t. no. 1 and gst no. 2 associated piping amp valves including but not limited to drain line, interconnect line, equalizer line, water well fill line, surface water fill line, and header amp suction lines. blasting and recoating gooseneck type roof vent of g. s. t. no. 1 and g. s. t. no. 2. providing roof surface walkway area for g. s. t. no. 1 and g. s. t. no. 2. disinfection g. s. t. no. 1 and g. s. t. no. 2. and
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