Pike Island Monolith R33 and RR34 River Wall Crack Stabilization 2020
Pre-Solicitation Posted
This opportunity was awarded. See the award notice from , or the latest solicitation from .
- Solicitation number
- W911WN20B8008
- Agency
-
ENDIST Pittsburgh
US Army Corps of Engineers, Department of Defense
- Responses due
- Not on record
- Set-aside
- No set-aside
Opportunity facts
- NAICS code
- 237990 Other Heavy and Civil Engineering Construction
- Place of performance
- Wheeling WV 26003 USA
Notice details come from SAM.gov. Updated .
About this opportunity
This pre-solicitation notice is for the repair and stabilization of cracks within two concrete river wall monoliths at Pike Island Locks and Dam in Wheeling, West Virginia. The U.S. Army Corps of Engineers, Pittsburgh District, will procure installation of steel bar anchors, pressure grouting, concrete demolition and placement to remediate the cracked structures. Work will take place while the lock remains partially operational, requiring intermittent shutdowns. The contract will be firm fixed price, awarded unrestricted, and have a period of performance of 365 days after notice to proceed, with an estimated value between $500,000 and $1,000,000.
There is no set-aside designation for this procurement. The primary NAICS code is 237990 for other heavy and civil engineering construction, with a small business size standard of $39.5 million. The solicitation will be issued on July 31, 2020 through beta.SAM and require registration in SAM prior to bid submission. All responsible bidders are encouraged to participate in this opportunity to stabilize cracks in the river wall monoliths at the specified location.
Notice text
The U.S. Army Corps of Engineers, Pittsburgh District, has a project that involves the repair and stabilization of a crack within two concrete river wall monoliths at Pike Island Locks and Dam, Ohio River, WV. The contract generally includes installation of hollow core high strength steel bar anchors, pressure grouting of the crack, and concrete demolition and placement. The major features of the requirements are identified below:
The contract specifically includes:
1. Installation of temporary instrumentation for monitoring the cracks movement.
2. Drilling, placing, tensioning and grouting of horizontal high strength steel bar anchors in the lock wall monoliths at various levels.
3. Demolition of a concrete section on top of the lock wall monoliths for remediation of the cracked concrete.
4. Pressure grouting of the crack with hydrophobic grout.
5. Replacement of multiple recess frames and covers.
6. Drilling and placement of reinforcement dowels for concrete repair.
7. Placement of reinforcement for concrete repair.
8. Placement of new concrete on the top of the lock wall monoliths.
The work is to be performed on the river side wall of the lock while the lock is in operation. There will be intermittent short term shutdowns of the river side lock permitted for specified critical operations of the construction. However, it is expected that the majority of the work can be completed while the lock remains in operation. Access to the lock wall monoliths is limited due to their location at the facility. If needed, it is anticipated the contractor may need to utilize
river access by contractor supplied barge or with a contractor supplied crane. There will be a laydown area supplied on shore.
Disposal of concrete rubble will be required. Ferrous and all other construction waste material will be disposed of at commercially permitted facilities licensed to accept waste or recyclable materials as applicable.
Construction work will occur in direct proximity to waterway traffic and the operating locks and gated navigation dam. The existing lock chambers are currently operated 24 hours a day, 7 days a week.
This procurement will be Firm Fixed Price and is being advertised as an Unrestricted acquisition. The resulting award will be for one (1) Firm-Fixed-Price (FFP) Contract. The NAICS code for this acquisition is 237990, Other Heavy and Civil Engineering Construction. The period of performance for the contract is 365 days after receipt of the Notice to Proceed.
The estimated cost of the proposed work is between $500,000 and $1,000,000.
The work is located at Pike Island L/D Wheeling, WV 26003-9701.
All responsible bidders are encouraged to participate. The Invitation for Bid (IFB) will be issued on or about 31 July 2020, online through beta.SAM (beta.sam.gov); therefore, requests for hardcopies of the solicitation will not be
honored.
Contractors MUST be registered in the System for Award Management (SAM) BEFORE SUBMITTING A BID ON THIS SOLICITATION (go to www.sam.gov to register). Please be aware that SAM requires a Notarized Statement as part of their registration and renewal process. This process could take more than ten (10) days. The NAICS for this procurement is 237990 “Other Heavy and Civil Engineering Construction” and the small business size standard
is $39.5 Million.
Notice history
| Notice | Type | Posted |
|---|---|---|
| Pike Island Monolith R33 and RR34 River Wall Crack Stabilization 2020 | Award Notice | |
| Pike Island Monolith R33 and RR34 River Wall Crack Stabilization 2020 | Solicitation | |
| This notice | Pre-Solicitation | |
| Pike Island Monolith R33 and RR34 River Wall Crack Stabilization 2020 | Pre-Solicitation |
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