Description: The corrugated metal pipe currently in this crossing has rusted out and is failing after 50 years of use. The project involves removing the existing pipe and replacing it with a new corrugated steel pipe. The new pipe will be placed in the same location and position as the existing pipe. The old pipe is to be disposed of by the contractor. All excavations shall have a side slope no steeper than 1 horizontal to 1 vertical. All back fill must be placed in 6-inch lifts and fully compacted. Hand compaction is required along the pipe up to the haunch. Approx 114 CY Excavate pipe trench; 9 CY Hand Compacted backfill; 104 CY Machine compacted backfill; etc.
SpecialDistrict · KS, US
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CountyKS
Posted
Sep 28, 2026
Oct 30, 2026
Work includes approx 478 LF of pre-construction internal cctv sewer pipe inspection; 258 LF of 20" special thickness class 50 ductile iron pipe; 258 LF of 20"x9.00mm cured in place pipe lining.
CityRI
Posted
-
Oct 13, 2026
Complete all clearing/grubbing necessary for the completion of the proposed work; Construct necessary slope improvements to allow equipment access to the shoreline from the left abutment and to facilitate crane access to the right abutment. Mobilize the crane to the site; Dredge the approach to the auxiliary sluiceway. Install the proposed bypass system. Implement the proposed construction drawdown using the existing bypass pipe, proposed bypass siphons, and auxiliary sluiceway; Install the steel sheet piles. Remove and dispose of the existing bypass pipe immediately before driving the sheets at the location of the existing bypass pipe and begin bypassing flows using the proposed siphon system; Install the proposed cofferdam and dewater the section of sheet pile wall at the location of the proposed stoplog bay. Terminate the right end of the cofferdam at a permanent spillway sheet pile with a top elevation of 114.0 or higher; Complete all required excavation and dredging for the installation of the proposed concrete sheet pile cap, stoplog bay, stoplog bay discharge channel, and stoplog bay scour protection; Install the concrete sheet pile cap, stoplog bay, and appurtenances (seal plates, steel angles) within the cofferdammed area; Supplement / reset downstream riprap right of the stoplog discharge channel to provide a contiguous apron downstream of the weir. Install the upstream riprap scour protection and downstream discharge channel at the stoplog bay; Remove the temporary cofferdam and use the new stoplog bay to maintain the construction drawdown; Cut the steel sheet piles to final height. Install the remainder of the concrete sheet pile cap and appurtenances including the weir board pin sleeves, seal plates, FRP grating, stoplog operator lifter pins, guardrails, and all other proposed miscellaneous items associated with the sheet pile cap and stoplog bay; Add item 1: install weir boards and weir board pins. Top elevation of the weir boards shall be coordinated with the town.
Special DistrictTX
Posted
Sep 15, 2026
Oct 14, 2026
Work inlcudes 500 SY rmv (7"-13") trt/untrt base & asph pav; 349 CY excav (roadway); 561 CY embank (fnl)(dc)(ty b); 7 SY fl bs (cmp in plc)(ty a gr 1-2) (8"); 276 SY hydro mulch seed (perm rural sandy); 8 TN lime (com or qk)(slurry) or qk(dry); 467 SY lime trt (subgrade) (8"); 189 TN asphalt trt base (gr 2)(pg 64); 94 GAL prime coat (mc-30); 71 ton d-gr hma ty-d sac-b pg70-22; 42 GAL tack coat; 128 lf trench safety system. See attached file.
CityKS
Posted
-
Oct 13, 2026
The City of Eudora is seeking a qualified consulting firm to provide pre-construction engineering and project-management services for the Wakarusa Boat Ramp Transportation Alternative Project. The work includes replacing the boat ramp, adding an 8-foot concrete shared-use path to Pilla Park, restroom and park amenities, parking, signage, and sidewalk and ADA improvements. Respondents must meet applicable KDOT prequalification categories, including 411, 241, and 441.
