This Government Contract opportunity from Department Of Defense was posted on May 11, 2011. The submission period has ended. Browse the details below for market research, or find similar active opportunities.
HighAI Summary for Amendment 0001 to Solicitation W912ES-11-B-0006: Amendment 0001 issued on March 24, 2011, for solicitation W912ES-11-B-0006 by USACE St. Paul. The primary purpose is to revise provision 52.236-27 to schedule an additional organized site visit on April 5, 2011, at 10 a.m. at the Devils Lake Project Field Office. It specifies that access to the East Ditch Pump Station is only provided during scheduled visits and directs technical inquiries to ProjNet.
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HighAI Summary for Amendment 0002 to Solicitation W912ES-11-B-0006: Amendment 0002 dated March 31, 2011, for solicitation W912ES-11-B-0006 issued by USACE - St Paul. The amendment revises specifications and drawings, replaces the Bid Schedule to adjust quantities for several CLINs and add new CLINs (0057-0060), and updates provisions regarding estimated quantities and evaluation of subdivided items.
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HighAI Summary for Amendment 0003 for Solicitation W912ES-11-B-0006: Amendment 0003 to solicitation W912ES-11-B-0006, which extends the required response date and time from April 11, 2011, to April 22, 2011, at 02:00 PM.
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HighAI Summary for Amendment 0004 to Solicitation W912ES-11-B-0006: Amendment 0004 dated April 13, 2011, for solicitation W912ES-11-B-0006 issued by USACE - St Paul. The amendment revises specifications and drawings, inserts provisions for 'Evaluation of Options' and 'Option for Additional Work (Construction)', replaces the Bid Schedule to incorporate options, and provides detailed technical revisions to multiple drawing sheets (including GI, CS, C, CD, SS, AS, and MS series).
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HighAI Summary for Amendment 0005 to Solicitation W912ES-11-B-0006: Amendment 0005, dated April 14, 2011, for solicitation W912ES-11-B-0006 issued by USACE - St Paul. The purpose of this amendment is to revise clause 52.217-4000, 'Option for Additional Work (Construction)', specifically detailing the Government's option to require work for Option 1 (CLINs 1001-1018) and Option 2 (CLINs 2001-2046) with a notice deadline of July 15, 2011.
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HighAI Summary for Amendment 0006 - W912ES-11-B-0006: Amendment 0006 to contract W912ES-11-B-0006 provides revisions to drawing SD101. Specifically, it updates notes 4, 5, and 7 at Coordinate B-5 regarding the demolition and disposal of gravity lines, gatewells, transformer pads, wing walls, and pump station equipment, including specific fill requirements and references to sheets CD171 through CD173.
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HighAI Summary for Amendment 0007 to Contract W912ES-11-B-0006: Amendment 0007 to contract W912ES-11-B-0006 modifies Section 01 14 00.00 13 regarding work restrictions. Specifically, it updates the requirements for sheet pile stockpiling for embankment integrity, adjusting the required bracing length from 700 to 600 feet and the corresponding square footage from 28,000 to 24,000.
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HighAI Summary for Amendment 0008 to Solicitation W912ES-11-B-0006: Amendment 0008, dated April 19, 2011, for solicitation W912ES-11-B-0006 issued by USACE - St Paul. The amendment modifies the 'Notes To Bidders' (Section 00100) to clarify that CLINs 1001-1018 and 2001-2046 are options due to real estate availability and notes that the Contracting Officer may adjust the minimum percentage of work performed by the contractor if these options are not exercised.
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HighAI Summary for City of Devils Lake - Sewage Lagoons Phase 2B Volume 1: Technical design document and engineering specifications for the City of Devils Lake sewage lagoons project, specifically Phase 2B Volume 1. Dated 10/15/2023, the document includes control line alignment data, vicinity maps, coordinate tables (Northings/Eastings), and detailed construction notes regarding culvert installation, embankment grades, and boring log references.
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HighAI Summary for Devils Lake City Embankments Phase 2B - One-Way FM Radio Data Control System Specifications: Technical specifications (Section 27 33 31.00 10) for the installation of a one-way FM radio data control system for the Devils Lake City Embankments, Phase 2B project (Contract W912ES-11-B-0006). The document details electrical requirements, surge protection, RF communication equipment, technical data delivery requirements (Group I and V packages), environmental ratings, and specific cabling standards.
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HighAI Summary for Devils Lake City Embankments Phase 2B Raise to 1467.2 - Volume 1: Technical drawing set and specifications for the US Army Corps of Engineers (USACE) project 'Devils Lake City Embankments Phase 2B, Raise to 1467.2' in Devils Lake, ND. Dated March 2011, associated with Solicitation W912ES-11-B-0006. The document includes a vicinity map, index of drawings, and detailed sheets covering demolition, geotechnical data, and construction details such as approach ramps and fencing.
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HighAI Summary for Devils Lake City Embankments Phase 2B Raise to 1467.2 - Volume 1: Technical drawing index and specifications for the US Army Corps of Engineers (USACE) St. Paul District project 'Devils Lake City Embankments Phase 2B, Raise to 1467.2'. Dated March 2011 (Solicitation W912ES-11-B-0006), the document includes a detailed index of drawings, demolition plans, geotechnical boring logs, and civil/site plans for embankments and pump stations.
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HighAI Summary for Devils Lake City Embankments Phase 2B - Section 01 22 00.00 13 Measurement and Payment: Technical specifications section 01 22 00.00 13 for the Devils Lake City Embankments, Phase 2B project (Contract W912ES-11-B-0006). It details the requirements for measurement and payment, including compensation terms, weight measurement standards (NIST HB 44), and specific lump sum payment items for demolition, clearing and grubbing, and emergency materials.
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HighAI Summary for Devils Lake Flood Risk Management Phase 2B Bidding Abstract: A bid opening abstract for solicitation W912ES-11-B-0006, dated April 22, 2011, regarding the Devils Lake Flood Risk Management Phase 2B Embankments / East Ditch Pump Station construction project. The document contains a detailed bid schedule comparing unit prices and total amounts from five bidders (including Record Steel and Construction, Inc., David Boland, Inc., and Wanzek Construction, Inc.) against the Government Estimate (IGE) for various CLINs such as demolition, excavation, and impervious fill.
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HighAI Summary for Devils Lake Flood Risk Management Phase 2B Embankments/East Ditch Pump Station (W912ES-11-B-0006): Sealed bid solicitation (IFB) issued on March 11, 2011, by USACE - St Paul for the Devils Lake Flood Risk Management Phase 2B project in North Dakota. The work includes raising existing embankments, constructing a new interior drainage pump station/gatewell, and demolishing an existing pump station. Bids are due by April 11, 2011, at 02:00 PM local time.
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HighAI Summary for Devils Lake Phase 2B Raise to 1467.2 Volume 1: Technical engineering drawings and alignment data for the City of Devils Lake Phase 2B project, specifically the 'Raise to 1467.2' elevation. The document, dated October 2023 and associated with the US Army Corps of Engineers, includes control line alignment data, typical sections, boring log notes, and location maps for embankment and culvert work.
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HighAI Summary for DLCEP2 Pump Station Technical Drawings - Volume 2: Technical engineering drawings and plans for a US Army Corps of Engineers pump station project. The document includes detailed plans for the existing pump station, base slabs, pump chamber levels (EL 1423.70 and 1432.00), foundation and footing elements, and reinforcement details. It contains specific dimensions, material notes, and references to sheets SS302 and SS305, with design work dated December 1979.
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HighAI Summary for DLCEP2 Raise To 1467.2 Volume 1 - Engineering Drawings: Technical engineering drawings and plan sheets from the U.S. Army Corps of Engineers (USACE) dated July 1996. The document contains site plans, profiles, and typical sections for embankment construction, storm sewer control lines, and boring logs, including horizontal and vertical control data (NAD83/NAVD88) for a project involving elevation raises.
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HighAI Summary for DLCEP2 Raise To 1467.2 Volume 1 Part 3 - USACE Drawings: Technical engineering drawings and plans from the US Army Corps of Engineers (USACE) detailing embankment construction, swale alignments, and site limits. The document includes plan views, section blocks, and boring log references for stations F 130+00 through F 182+59.40, with data accurate as of October 15, 2008.
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HighAI Summary for DLCEP2 Raise To 1467.2 Volume 1 Part 5 - Technical Drawings: Technical drawing and specification document from the US Army Corps of Engineers. It contains detailed construction requirements for removable galvanized steel grates, instrumentation schedules (reference points and settlement plates), embankment slope details, and typical layouts for 3-strand barbed-wire fencing. Includes specific material requirements such as A36 steel and Hilti anchoring systems.
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HighAI Summary for DLCEP2 Raise To 1467.2 Volume 2 - Drawing Index and Specifications: Technical document for a US Army Corps of Engineers project (DLCEP2) dated October 2023. It contains a comprehensive index of drawings across multiple volumes, including demolition plans, geotechnical boring logs, and structural pump station details. It also includes general notes on demolition specifications (02 41 00), horizontal/vertical control points, and site-specific requirements for pump station operation and dust control.
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HighAI Summary for DLCEP2 Raise To 1467.2 Volume 2 - Typical Sections and Embankment Notes: Technical drawing specifications and construction notes for embankment work, including typical sections from F 95+29 to F 117+53. The document provides elevation data, material requirements for impervious core and fill, and specific construction sequencing and grading details.
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HighAI Summary for DLCEP2 Volume 2 - Demolition and Technical Specifications: Technical specifications and drawing index for demolition and deconstruction activities, dated 10/15/2023. The document includes demolition requirements, general notices regarding survey control, basis of design, and a comprehensive sheet index covering demolition plans and geotechnical boring logs.
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HighAI Summary for DLP2B Submittal Register (Amendment 0002): The document is identified as Amendment 0002 to the DLP2B Submittal Register. However, the provided content consists of repetitive placeholder text stating that information is supported by the original document or images, and does not contain the actual substantive data of the register.
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HighAI Summary for Typical Mainline Gate Valve Installation and Detail Drawings: Technical specifications and installation details for mainline gate valves, including thrust block and saddle/corp assembly details. The document specifies materials such as 4 inch CL 200 PVC pipe and 1.5 inch pack joint valves, along with installation notes for cleanouts and air release points.
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HighAI Summary for USACE DLCEP2 Raise To 1467.2 Volume 2 Construction Plans: Technical construction drawings and specifications from the US Army Corps of Engineers (USACE) regarding the DLCEP2 project. The document details demolition and construction sequences for a pump station decommissioning, embankment raises to elevation 1468 feet, roadway ditch profiles, and specific material requirements including riprap, bedding stone, and geotextile fabric. It includes control point coordinates and site-specific grading data.
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HighAI Summary for USACE DLCEP2 Raise To 1467.2 Volume 2 - Sheet CS160: Technical engineering drawings and specifications from the US Army Corps of Engineers (USACE) regarding the construction of the U.S. Navy Terminal at Bay Area. The document includes plan sheets (CS160), control point coordinates, grading requirements, and material specifications for riprap, geotextile fabric, and aggregate base, dated between 1999 and 2023.
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HighAI Summary for USACE ERCOT RSRT #83 (R0012) - Embankment Construction Drawings: Technical drawing and specification document dated 10/20/2023 for US Army Corps of Engineers (USACE) embankment construction. It contains typical sections for various station ranges (F95+29 to F117+53), construction grade details, fill material specifications, and geometric coordinates for the Urban Settlement Area.
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HighAI Summary for USACE Proposed Embankment Control Line Phase 2 Boring Location Map and Logs: Technical document from the US Army Corps of Engineers (USACE) containing boring location maps and geotechnical soil boring logs for the Proposed Embankment Control Line Phase 2 construction. Includes specific boring data (e.g., 96-37M, 97-48M), water level determinations, soil classifications, and elevation references (NGVD to NAVD conversion) dated between 1990 and 1999.
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HighAI Summary for USACE Pump Station Technical Drawings and Specifications: Technical drawing set and installation specifications for a US Army Corps of Engineers pump station project. The document includes detailed mechanical specifications for piping (Schedule 40 PVC, SS bubbler pipes), exhaust and fuel check valves, pump station elevations (MS201, MS301, MS302), and installation details for HDPE connections and embankment piping. It contains critical technical dimensions, material requirements, and engineering scales.
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LowAI Summary for Phase 2B - W912ES-11-B-0006 - Site Visit Sign-In Sheet: A sign-in sheet dated March 22, 2011, for a site visit related to contract W912ES-11-B-0006 Phase 2B. It lists attendees from USACE and various construction firms including Meyer Construction, Graham Construction, and Ames Construction.
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LowAI Summary for Sign-in Sheet Phase 2B 5 April 11: A sign-in sheet for Phase 2B dated April 11. The document serves as an attendance record and does not contain solicitation or contractual requirements.
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12 updates
PhaseAwarded
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Presolicitation
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Response deadline changed from May 6, 2011 to May 7, 2011. The point of contact changed.
Notice updated
Response deadline changed from May 7, 2011 to Apr 11, 2011. NAICS code changed from 237110 to 237990. The notice description changed.
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Response deadline changed from Apr 11, 2011 to Apr 22, 2011. The notice description changed.
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Presolicitation → Solicitation
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Contract was awarded
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The U.S. Army Corps of Engineers - St. Paul District intends to issue an Invitation for Bid (IFB) for the Devils Lake Flood Risk Management Phase 2B Embankments / East Ditch Pump Station construction project. The project will provide flood protection to the city of Devils Lake, North Dakota. Project work consists of, but is not limited to, furnishing all plant labor, material and equipment to raise the existing embankments along Devils Lake from elevation 1461.2 to 1468.2 (1467.2 design elevation plus 1' additional for settlement) for a reach beginning on the east side of town just south of Highway 2 and continuing along the existing embankment to the west for approximately 8,700 feet as well as a separate reach beginning at the intersection of HWY 20 and the existing embankment and continuing along the existing embankment to the northeast for approximately 4,800 feet, construct a new interior drainage pump station/gatewell (cofferdam construction required), remove existing gatewell (cofferdam construction required), and demolish existing pump station. The embankments will have up to 12 feet (approx.) of differential head across them. The construction contractor will be required to excavate into the existing embankment and also into the subsurface materials beyond the dryside toe of the existing embankment. In some instances, the subsurface materials beyond the dryside toe of the embankment will be soft and saturated. The construction contractor will be required to monitor and maintain the stability of the existing embankment throughout the duration of the project. Shoring and sheeting of excavation areas will be required in certain defined locations. The main components of the project are: clearing, stripping, excavation of existing flood protection embankment, common excavation, placement of new impervious embankment fill & sand drain, riprap slope protection and pump station construction. This is an UNRESTRICTED procurement. The estimated price range is between $25,000,000 and $100,000,000. The North American Industry Classification System (NAICS) Code is 237110. The small business size standard is $33.5 million. The solicitation, including specifications and all other documents related to this procurement, will be available on the Federal Business Opportunities website (www.fbo.gov) on or around 05 April 2011. All responsible sources may submit a bid which shall be considered by the agency. The tentative date for opening bids is 06 May 2011. The estimated date for completing contract performance is 30 November 2012. It is the responsibility of interested parties to monitor this site for the solicitation and amendments. Questions concerning this presolicitation notice should be directed to Lisa Draves, Contract Specialist, by email at contact@example.gov.
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