City Of Lakeway - TX
Geomembrane Liner
ITB No. 26- **** - Addendum No. 4
Butler Rough Hollow Park Improvements
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Geomembrane Liner
ITB No. 26- **** - Addendum No. 4
Butler Rough Hollow Park Improvements
Geomembrane
Pine Grove Municipal Solid Waste Landfill Phase 5: Cells 5A - 5C - Columbus Consolidated Government ( Owner) is soliciting proposals from Proposers to provide the Work associated with the construction of the Pine Grove MSW Landfill, Phase 5 Cells 5A- 5C as designed by Atlantic Coast Consulting, Inc. ( Engineer). The Project consists of construction of approximately 195, 500 CY of excavation, 50, 110 CY of structural fill; 492, 400 SF of low permeability linear base, HDPE geomembrane and leachate collection
Pine Grove Municipal Solid Waste Landfill Phase 5: Cells 5A 5C
Bid Close Date:
Geomembranes
Scrim Reinforced Polyethylene Geomembrane 2026
28 100 ft. x 200 ft. scrim reinforced polyethylene geomembranes
Bid Close Date:
Geomembrane
Dane County Landfill Site No . 3 - Phase 1 Cell 1 Liner Construction
dane county landfill site no . 3 phase 1 cell 1 liner construction
Bid Close Date:
Construct Repository Cover to Support the Callahan Mine Superfund Site in Brooksville, Maine. - Construct Repository Cover to Support the Callahan Mine Superfund Site in Brooksville, Maine. The general scope of work for the proposed contract involves installing a composite cap over an area of approximately 13 acres. The purpose of the cap is to
environmental systems protection environmental remediation hazardous substance removal, cleanup, and disposal services and operational support construct repository cover to support the callahan mine superfund site in brooksville, maine installing a composite cap over an area of approximately 13 acres. the purpose of the cap is to limit infiltration through mine waste remaining after historical copper mine operations performed on the property. the mine waste consists of rock and rock amended sediment previously consolidated and graded as part of recent and ongoing superfund remediation activities. the expected components of the composite cap include in order from the surface: 12 inches crushed stone 3 inch minus, geocomposite drainage layer, 60 mil textured geomembrane seam welded, and geofabric. other activities to be performed under this contract may include installation of drainage features e. g. , swales, culverts, etc. , grading, seeding and stabilization of disturbed areas outside stone cover system, stock
Bid Close Date:
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