Virginia Bids > Bid Detail

ITB No. 23-2607-10JOK - Lake Overton Wet Pond Retr...

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Agency: State Government of Virginia
Level of Government: State & Local
Category:
  • 13 - Ammunitions and Explosives
Opps ID: NBD14089550101963668
Posted Date: Nov 30, 2023
Due Date: Dec 6, 2023
Solicitation No: IFB 42783-2
Source:

To access the bid document, please visit the agency's website at below and search by your matched keyword:

https://mvendor.cgieva.com/Ven...
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Details


IFB-42783


  • ITB No. 23-2607-10JOK - Lake Overton Wet Pond Retrofit and Dam Safety Improvements
    i
  • Round:2
  • Status: Open
  • Time Left:5 days, 20 hours
  • Closing:12/6/23 2:00 PM
  • Issued:11/9/23 7:38 AM
  • Last Updated:11/30/23
  • Buyer:Joseph Knott

  • kno008@henrico.us
  • 804-501-5649



IFB-42783


  • ITB No. 23-2607-10JOK - Lake Overton Wet Pond Retrofit and Dam Safety Improvements
    i
  • Round:2
  • Status: Open
  • Time Left:5 days, 20 hours
  • Closing:12/6/23 2:00 PM
  • Issued:11/9/23 7:38 AM
  • Last Updated:11/30/23
  • Buyer:Joseph Knott

  • kno008@henrico.us
  • 804-501-5649

  • Issued By:Henrico County Government
  • Opportunity Type:Invitation for Bids (IFB)
  • Category:Construction
  • Work Location:Henrico County, VA
  • Website:https://henrico.us/finance/divisions/purchasing/
  • Pre-Bid Conference:See solicitation documents for optional prebid/proposal conference/site visit.
  • Open Responses:See solicitation documents Public Opening information.
  • Summary:The Work consists of uplifting Lake Overton to a Level 2 (Virginia DEQ specification) wet pond with safety improvements made to the earthen dam. The Work includes dredging sediment material to create a forebay, lake shoreline erosion protection and aquatic benches, a fountain for aeration, a wooden retaining wall, a new concrete spillway on the dam with the capacity to convey the 100-year storm event, dam embankment repairs including rebuilding the downstream dam embankment with a graded filter drain and blanket drain and a significant amount of shoreline vegetation management and forest mitigation plantings. A self-priming siphon will discharge from the main lake for base flow in addition to providing an operable low flow drain. The outlet structure for the sediment forebay will be a concrete drainage structure per a modified VDOT DI-7 which includes an operable low flow drain to dewater the sediment forebay in the future for removing deposited sediment.
  • Round Information:Addendum No. 2

Documents
Document Size Description Posted On Type
ITB Notice.pdf (156.88 KB) ITB Notice 11/6/23 RFx Document
Addendum No. 2.pdf (174.31 KB) Addendum No. 2 11/30/23 RFx Document
Addendum No. 1.pdf (125.75 KB) Addendum No. 1 11/29/23 RFx Document
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