This Solicitation opportunity from Department Of Defense was posted on September 27, 2020. The submission period has ended. Browse the details below for market research, or find similar active opportunities.
PDF, High priority: read this first4 pages · amendment
HighAI Summary for Amendment 0007 - Section 01 32 33 Digital Progress Images: This document is Amendment 0007, specifically Section 01 32 33, which outlines the requirements for Digital Progress Images. It details the scope, submittal process, and technical specifications for digital photography used to document fabrication and construction progress throughout the contract period, including equipment requirements and submission schedules.
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PDF, High priority: read this first27 pages · amendment
HighAI Summary for Amendment 0007 - Section 01 35 26.00 08 Governmental Safety Requirements: This document is Amendment 0007, specifically providing the technical specifications for Section 01 35 26.00 08, 'Governmental Safety Requirements'. It outlines comprehensive safety standards, including personnel qualifications for Site Safety and Health Officers (SSHO), requirements for Accident Prevention Plans (APP), Activity Hazard Analysis (AHA), and detailed protocols for fall protection, confined space entry, and lockout/tagout procedures. It references numerous industry standards from ASSE/SAFE, ASME, NFPA, and USACE EM 385-1-1.
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PDF, High priority: read this first14 pages · specifications
HighAI Summary for Amendment 0007 - Section 03 30 53.00 08 Miscellaneous Cast-in-Place Concrete: This document is a technical specification section (03 30 53.00 08) for Miscellaneous Cast-in-Place Concrete, issued as part of Amendment 0007. It details general requirements, references to ACI and ASTM standards, submittal requirements (SD-01 through SD-08), quality assurance, product materials, and execution procedures for concrete placement, including strength testing and curing.
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PDF, High priority: read this first15 pages · specifications
HighAI Summary for Amendment 0007 - Spec Section 13 51 00.10 08 Instrumentation: Technical specifications for the installation and monitoring of instrumentation (vibrating wire and manual 3-d crackmeters) to measure dimensional stability of concrete monoliths. The document outlines the scope of work, required qualifications for the instrumentation coordinator, product specifications, and installation/reading requirements for USACE.
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PDF, High priority: read this first8 pages · sow
HighAI Summary for Pike Island L/D River Wall Monolith Crack Stabilization - Scope of Acquisition: This document outlines the scope of a proposed acquisition by the U.S. Army Corps of Engineers, Pittsburgh District, for the repair and stabilization of cracks in concrete river wall monoliths R33 and R34 at Pike Island Locks and Dam. Key requirements include installing rock anchors, pressure grouting with hydrophobic grout, concrete demolition and replacement, and the installation of monitoring instrumentation. The document specifies that work must be performed while the lock is operational, with limited access requiring contractor-supplied barges or cranes for heavy loads.
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PDF, High priority: read this first2 pages · specifications
HighAI Summary for Pike Island Lock and Dam Repair Party Schedule 2020: Technical operation schedule for the Pike Island Lock and Dam Repair Party 2020. The document provides detailed discharge rates (CFS), lower gage heights, and specific gate opening measurements (in feet) for gates 1-9 to manage water flow and pool levels.
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PDF, High priority: read this first8 pages · specifications
HighAI Summary for Section 01 22 00.00 08 - Price and Payment Procedures: This document outlines the price and payment procedures for a construction contract, specifically detailing single job payment items (e.g., mobilization, instrumentation, concrete removal, electrical work) and unit price payment items (e.g., digital progress images, concrete anchors). It defines the scope of compensation, units of measure, and references applicable standards such as ASTM and DFARS.
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PDF, High priority: read this first22 pages · specifications
HighAI Summary for Section 01 35 00.00 08 - Special Procedures: This document is a technical specification section titled 'Special Procedures' (Section 01 35 00.00 08) for a construction project, likely involving the Pike Island Lock and Dam. It outlines general requirements, contractor responsibilities, submittal requirements (including propelling unit agreements and traffic control plans), and specific operational constraints related to river traffic, floating plant management, and security/anti-terrorism requirements.
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PDF, High priority: read this first15 pages · specifications
HighAI Summary for Section 13 51 00.10 08 - Instrumentation: Technical specifications for the installation and monitoring of instrumentation (vibrating wire and manual 3-d crackmeters) to monitor dimensional stability between concrete monoliths. The document outlines the scope of work, required qualifications for the instrumentation coordinator, product specifications, and execution requirements for USACE.
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PDF, High priority: read this first5 pages · amendment
HighAI Summary for W911WN20B8008 Amendment 0003 - Pike Island Locks & Dam: This document is Amendment 0003 for solicitation W911WN20B8008, issued by the US Army Corps of Engineers, Pittsburgh District. It contains technical drawings and specifications for the River Wall Crack Stabilization at Pike Island Locks & Dam, specifically including the Contract and Reference Drawing Index (G-002) and detailed anchor location plans and stressing sequences for Monolith R-33 (S-201).
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PDF, High priority: read this first12 pages · amendment
HighAI Summary for W911WN20B8008 Amendment 0007 - Pike Island Monolith R33 and R34 River Wall Crack Stabilization: Amendment 0007 to solicitation W911WN20B8008, dated August 6, 2020, for the Pike Island Monolith R33 and R34 River Wall Crack Stabilization project. Key changes include rescheduling the Virtual Site Visit to August 11, 2020, extending the question submission deadline to August 17, 2020, and extending the bid due date to September 4, 2020. The amendment also corrects the Wage Determination to WV20200073 and provides updated technical specifications for several sections, including digital progress images and governmental safety requirements.
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PDF, High priority: read this first10 pages · amendment
HighAI Summary for W911WN20B8008 Amendment 0008 - Pike Island River Wall Crack Stabilization: Amendment 0008 to solicitation W911WN20B8008 for the Pike Island Monolith R33 and R34 River Wall Crack Stabilization project, dated August 28, 2020. This amendment provides answers to bidder questions, deletes and replaces FAR provisions 52.204-24 and 52.204-25, revises multiple specification sections (01 22 00.00 08, 01 35 00.00 08, 02 41 00, and 13 51 00.10 08), adds CLINs 0012 (Pressure Grouting) and 0013 (Trench Cover Replacement), provides a new Repair Gate Schedule (Attachment 5), and revises plans G-002, S-101, and S-205.
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PDF, High priority: read this first3 pages · amendment
HighAI Summary for W911WN20B8008 Amendment 0009 - Pike Island River Wall Crack Stabilization: Amendment 0009 to solicitation W911WN20B8008 for the Pike Island Monolith R33 and R34 River Wall Crack Stabilization project. Key changes include extending the bid due date to September 8, 2020, at 1:00 p.m. ET, providing revised plan sheets (G-002, S-201, S-202, S-203, S-204), and addressing a technical query regarding anchor design load capacity, which was revised to 97 Kips.
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PDF, High priority: read this first5 pages · specifications
HighAI Summary for W911WN20B8008 CLINs 0001-0013: This document contains the Contract Line Item Number (CLIN) schedule for solicitation W911WN20B8008. It details 13 specific items including mobilization, concrete removal, reinforcing steel, and electrical work, all listed as Firm Fixed Price (FFP) items associated with purchase request W81ET401214739.
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PDF, High priority: read this first44 pages · ifb
HighAI Summary for W911WN20B8008 - Pike Island Monolith Repairs (Crack Stabilization): Sealed bid solicitation (Standard Form 1442) issued by the U.S. Army Engineer District, Pittsburgh, for river wall crack stabilization at Pike Island Monolith R33 and R34. The project is a full and open unrestricted procurement with a magnitude of construction between $500,000 and $1,000,000. Bids were due by September 2, 2020. The document includes a detailed schedule of prices (CLINs 0001-0011) covering items such as concrete removal, anchor installation, reinforcing steel, and electrical work.
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PDF, High priority: read this first3 pages · specifications
HighAI Summary for W911WN20B8008 - River Wall Crack Stabilization Plans (Amendment 0002): Technical drawings and specifications for the Pike Island Locks & Dam River Wall Crack Stabilization project (Solicitation W911WN20B8008), revised per Amendment 0002. The document includes a contract drawing index, reconstruction plans for monoliths R-33 and R-34, and detailed specifications for bulkhead grating and framing.
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PDF, High priority: read this firstspecifications
HighAI Summary for W911WN20B8008 - River Wall Crack Stabilization Reference Drawings: Technical reference drawings and survey control plans for the Pike Island Locks & Dam River Wall Crack Stabilization project (Solicitation No. W911WN20B8008), issued by the US Army Corps of Engineers, Pittsburgh District in May 2020. The document includes drawing indices, standard abbreviations, and survey control data.
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PDF, High priority: read this firstwage-determination
HighAI Summary for Wage Determination PA20200002 (July 24, 2020): General Decision Number PA20200002, dated July 24, 2020, specifies prevailing wage rates and fringe benefits for Heavy and Highway construction projects in various counties across Pennsylvania. It includes specific labor rates for trades such as Boilermakers, Bricklayers, Electricians, and Ironworkers, as well as group classifications for Laborers.
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PDF, High priority: read this first4 pages · wage-determination
HighAI Summary for Wage Determination WV20200073: General Decision Number WV20200073, dated January 24, 2020, specifies the prevailing wage rates and fringes for heavy construction in Ohio County, West Virginia. It includes specific rates for carpenters, electricians, power equipment operators, ironworkers, laborers, painters, cement masons, and truck drivers, while incorporating requirements from Executive Orders 13658 and 13706.
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PDF, Low priority2 pages · special-notice
LowAI Summary for W911WN19B8008 Pike Island Crack Stabilization Site Visit Sign-In Sheet: Site visit sign-in sheet dated August 11, 2017, for the River Wall Monolith Crack Stabilization project at Pike Island Locks and Dam in Wheeling, WV. The document lists attendees from USACE and various construction firms.
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PDF, Low priority1 page · other
LowAI Summary for W911WN20B8008 Bid Opening Attendance Register: Attendance register for the bid opening of solicitation #W911WN20B8008 regarding Monolith R33 and R34 River Wall Crack Stabilization, held on September 10, 2020. The document lists representatives from USACE and various construction firms present at the event.
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8 updates
PhaseClosed
Posted
Presolicitation
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Presolicitation → Solicitation
Notice updated
Response deadline changed from Sep 2, 2020 to Sep 4, 2020. The notice description changed.
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Solicitation → Presolicitation
Type Changed
Presolicitation → Solicitation
Notice updated
The notice description changed.
Notice updated
Response deadline changed from Sep 4, 2020 to Sep 10, 2020. The notice description changed.
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Notice details unchanged. Attachments may have changed.
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Notice details unchanged. Attachments may have changed.
Submission Closed
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AgencyDepartment Of Defense → W072 Endist Pittsburgh
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. ----------------------------------------------------------- Amendment 0007 is the first amendment issued against this Solicitation. ------------------------------------------------------------ Virtual Site Visit Attendance Sheet. ------------------------------------------------------------- Amendment 0008 is the second amendment issued against this Solicitation. Also provided is a comformed copy of the Contract Line Item Numbers (CLINs) 0001 through 0013. Please use this version of the CLINs when submitting your Bid Package. ---------------------------------------------------------------- Amendment 0009 is the third amendment issued against this Solicitation. ------------------------------------------------------------------ The Bid Opening date and time is being extended to at least September 10, 2020 at 11:00 a.m. ET. An Amendment will be forthcoming. -------------------------------------------------------------------- Amendment 0013 is the fourth amendment issued against this Solicitation. --------------------------------------------------------------------- Bid Results.
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