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Last Updated | 08/12/2022 11:09 AM |
Project Title | Marston Lake North Upstream of Glenbrook Pond, Phase 1 |
Physical Address | View project details and contacts |
City, State (County) | Denver, CO 80202 (Denver County) |
Category(s) | Heavy and Highway, Sewer and Water |
Sub-Category(s) | Maintenance, Paving/Reconstruction, Shoreline/Erosion/Drainage, Sidewalks/Parking Lot, Site Development, Water Lines |
Contracting Method | Competitive Bids |
Project Status | Construction start expected October 2022 |
Bids Due | View project details and contacts |
Estimated Value | $3,607,253 [brand] Estimate |
Plans Available from | County Agency |
Owner | View project details and contacts |
Architect | View project details and contacts |
Description | The storm drain system improvements in the Marson Lake North Drainageway aim to separate stormwater flows from the Bowles Lateral, improve drainage and alleviate high ground water near the properties adjacent to the Bowles Lateral at Saratoga Place, and improve the overall drainage and reduce street flow through the project area. The new system will collect and convey flows from West Wagon Trail and South Field Way to the existing storm drain system downstream of the Glenbrook Pond. Storm flows will be separated from the Bowles Lateral with the improvements. All work on the Bowles Lateral will be completed in the off-season of the ditch. The project will be completed in two phases. Phase I is from the Glenbrook Pond outfall to upstream of the Bowles Lateral and includes installing 42- and 48-inch storm drain trunk line with laterals and inlets in West Garrison Street and South Garland Street, then crossing the Bowles Lateral to West Saratoga Place. Sanitary sewer and water lines will be adjusted as well as the Bowles Lateral which will be piped via 60-inch pipe. A headwall and wingwalls will be constructed at the culvert entrance. An 8-inch French drain will be installed along the new Bowles Lateral pipe in the vicinity of the ditch to collect groundwater. Curb Ramps, curb, gutter, and sidewalk replacement, as well as street restoration are also included. Between $2,350,000.00 - $2,850,000.00. 18% MWBE PREQUALIFICATION REQUIREMENTS: Each bidder must be prequalified in either category 1E(3) SEWER OPEN CHANNEL AND POND at or above the $3,000,000.00 monetary level or 1E(4) PIPED SEWER at or above the $3,000,000.00 monetary level. For this project, bids will ONLY be received and accepted via the online electronic bid service through QuestCDN. Contact QuestCDN Customer Support at 952-233-1632 or info@questcdn.com for assistance in membership registration, downloading digital project information and vBid online bid submittal questions. |
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Bidder's List | View project details and contacts | ||||||||||||||
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Project Documents |
![]() Engineered Spec Sheet ![]() Architectural Plans ![]() Other Documents |