Natural Resources & Environmental Control, Department Of - DE
Spillway
Improvements to Griffith Lake Dam
Construction of improvements to Griffith Lake Dam
Bid Close Date:
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Spillway
Improvements to Griffith Lake Dam
Construction of improvements to Griffith Lake Dam
Bid Close Date:
McCorkle Creek Detention Structure Phase 2
South Fork McCorkle Creek Detention Structure Phase 2 Modifications Providing all materials and labor to raise the existing earthen detention structure approximately 15 feet and construct an approximately 200 foot long by 75 foot wide reinforced concrete spillway, a 12 foot x 10 foot by 40 foot tall reinforced concrete slide gate structure, reinforced concrete low flow inlet structure, reinforced concrete flow control outlet structures, 305 linear feet of 48 inch diameter ductile iron pipe, approximately 1, 500 linear feet of gravel access road, 125 linear feet of 12 inch diameter hdpe pipe, plug and abandon 160 linear feet of existing 36 inch storm pipe, chimney drains, staff gauge, erosion and water pollution control, site restoration, and all other work as specified herein and as shown on the drawings.
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Brandon Road Interbasin Project Increment II Flushing Lock and Dam Gates FRP Fabrication - Please see the attached Sources Sought document for details.
Brandon Road Interbasin Project Increment II Flushing Lock and Dam Gates Fiber Reinforced Polymer ( FRP) Fabrication Two filling and emptying valves nominally 14 feet long by 14 feet tall and 18 inches thick. These two valves are located at the upstream filling and emptying system, one on the land wall and one on the river wall. Two filling and emptying bulkheads nominally 14 feet long by 14 feet tall and 18 inches thick. These two bulkheads are located downstream of the upstream filling and emptying system. Two flushing valves nominally 8 feet long by 8 feet tall and 12 inches thick. These two flushing valves are located just upstream of the FRP composite filling and emptying valves. Two dam head gates nominally 16 feet long by 16 feet tall and 12 inches thick. These two head gates are located on the dam before the spillway section.
Bid Close Date:
Specification No. 25- 06 ( ****), Site Restoration - Oroville Emergency Recovery - The purpose of the project is to implement the final phase of revegetating and rehabilitating hillslope areas impacted by the Oroville Spillways Emergency Response and Recovery Project. Estimated Cost Range: $ 12, 500, 000 to $ 14, 000, 000 Bid documents are subject to a Non- Disclosure Agreement ( NDA). In order to become a planholder or bidder and gain access to the bid documents, please complete, sign, scan, and return t
Rental of Mini- Excavator - Reno, MN - The U. S. Army Corps of Engineers - St. Paul District requires a Contractor to supply a Mini- Excavator with Bucket and Hammer Attachments on a Rental Basis. Equipment shall be delivered to Lock and Dam 8 Spillway on the Reno, MN side of the Mississipp
lease or rental of equipment construction, mining, excavating, and highway maintenance equipment mini excavator with bucket and hammer attachments
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