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This Solicitation opportunity from International Boundary And Water Commission: Us-Mexico was posted on July 17, 2020. The submission period has ended. Browse the details below for market research, or find similar active opportunities.

Design-Build Edinburg Pump Station Levee Rehabilitation

Closed
191BWC20R0003Federal

Contract Overview

Solicitation details, issuing organization, response deadlines, documents, and interested companies for this government contract opportunity.

Active Opportunities Like This One

NAICS: 237990
New
Federal
RIO DE LA PLATA FLOOD CONTROL PROJECT, SUPPLEMENTAL CONTRACT 1 PROJECT LOCATION: DORADO AND TOA BAJA, PUERTO RICO
Solicitation # W51DQV26RA002
Solicitation W51DQV26RA002 is a full and open competition for a firm-fixed-price design-bid-build construction contract for the Rio de la Plata Flood Control Project, Supplemental Contract 1, located in Dorado and Toa Baja, Puerto Rico. Managed by the U.S. Army Corps of Engineers under NAICS code 237990, the project has an estimated magnitude between 250 million and 350 million dollars. The scope of work involves extensive river channel widening and modifications across approximately 1.6 miles, the construction of 3.1 miles of earthen levees, and the installation of four concrete culverts with pre-cast pipes and composite flap gates. Additional requirements include the relocation of water, sewer, and electrical utilities, scour protection, demolition of abandoned structures, and wetland mitigation. The estimated period of performance is 1619 calendar days following the receipt of the Notice to Proceed, though offerors are cautioned that all real estate rights for site access have not yet been obtained and will be secured prior to the full notice. Proposals must be submitted electronically via the Procurement Integrated Enterprise Environment portal. Awardees are required to provide payment and performance bonds equal to the total bid price within 10 days of award, and firms other than small businesses must submit a subcontracting plan per FAR Part 19. The project also requires the delivery of an operations and maintenance manual detailing procedures for restoring levee geometry after seismic events.
W2SR Endist Caribbean(provis)

POSTED

about 11 hours ago

DEADLINE

in 9 days
NAICS: 237990
New
Federal
Gravesite Expansion Florence National Cemetery 943CM3023
Solicitation # 36C78627Q0018
The National Cemetery Administration Southeast District is seeking sources for general construction services to execute a gravesite expansion at the Florence National Cemetery in South Carolina. This project involves the installation of approximately 3,813 additional pre-placed crypt interment spaces across sections BB through FF and the expansion of the columbarium court with roughly 1,000 new double-sided niche walls. The scope of work also includes the construction of two new roads with asphalt paving and curbing, the implementation of stormwater management infrastructure featuring two detention ponds, and the extension of potable water, sanitary sewer, natural gas, and electrical/communications utilities. The total performance period is 456 calendar days from the issuance of the notice-to-proceed. This opportunity is designated as a Service-Disabled Veteran-Owned Small Business set-aside under NAICS code 237990. Eligible firms must be registered in the System for Award Management and the Vendor Information Portal, with SDVOSB or VOSB claimants requiring certification in the VETBIZ database. A critical requirement is the submission of the VA Notice of Limitations on Subcontracting certification, which stipulates that the contractor shall not pay more than 85 percent of the government-paid amount to firms that are not certified SDVOSBs or VOSBs, excluding the cost of materials. Interested parties must submit a capability statement and the required certifications by November 9, 2026, to be considered for any forthcoming solicitation.
National Cemetery Administration (36C786)

POSTED

about 11 hours ago

DEADLINE

in 19 days

General Info

Agency

International Boundary And Water Commission: Us-Mexico

NAICS

237990 - Other Heavy and Civil Engineering Construction

Place of Performance

Hidalgo, TX, USA

Set-Aside

NONE

Documents

28

191BWC20R0003 Prebid Conference Agenda

PDF, High priority: read this first4 pages · special-notice
High

191BWC20R0003 RFP - Edinburg Pump Station Levee Rehabilitation

PDF, High priority: read this first61 pages · rfp
High

Bid No. 18-003 - Peñitas Pump Station & Levee Rehabilitation

PDF, High priority: read this firstamendment
High

HCID #1 Penitas Pump Station & Levee Rehabilitation - Selected Drawings

PDF, High priority: read this first22 pages · specifications
High

IBM14T0012 Final Design Documentation Report

PDF, High priority: read this first37 pages · sow
High

Limited Asbestos and Lead-Containing Paint Survey - Penitas Pump Station

PDF, High priority: read this first41 pages · sow
High

RFP 191BWC20R0003 – Design-Build Scope of Work

PDF, High priority: read this first428 pages · sow
High

Wage Determination No. 2015-5245 Rev. 10 (12/23/2019)

PDF, High priority: read this first12 pages · wage-determination
High

Edinburg Pump Station Levee Rehabilitation Site Visit Sign-In

PDF, Low priority1 page · other
Low

IBWC Form 110 - Certification of Authority for Signing Bids/Offers

PDF, Low priorityother
Low

IBWC Form 116 - Statement of Equipment

PDF, Low priority1 page · other
Low

IBWC Form 117 – Statement of Attendance at Pre-Bid Conference and Site Visit

PDF, Low priorityother
Low

Lower Rio Grande Flood Control Project HEC-RAS Model Update Report

PDF, Low priority317 pages · other
Low

LRGFCP Hydraulic Model Report (June 2003)

PDF, Low priority41 pages · specifications
Low

Amendment+0001.pdf

PDF3 pages

J.03+Edinburg+PS+Geotech+Report+20151118.pdf

PDF

J.04+Final+Mission+EA+200702.pdf

PDF

J.05+Final+Mission+SEA+and+FONSI+20111031.pdf

PDF

J.06+Geotech+Report+DHS+Segment+O-4B+20091109.pdf

PDF

J.07+Geotech+Report+DHS+Segment+O-4%28Special%29+20080606.pdf

PDF

J.08+Easement+Metes+%26+Bounds+Drawings+20160330.pdf

PDF

J.09+IBM14T0012+Edinburg+Drawings_FS+20151118.pdf

PDF

J.10+191BWC19R0004+Edinburg+Specs+20190816.pdf

PDF645 pages

J.12+IBM10C0014+Selected+Drawings+2010.pdf

PDF

J.15+USIBWC+Model+2003.zip

ZIP

J.17+S%26B+Model+2008.zip

ZIP

J.21+DBA+Wage+Decision+TX20200003+20200103.pdf

PDF5 pages

Questions+and+Received+Against+Solicitation+191BWC20R0003.pdf

PDF3 pages

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Timeline

1 update
PhaseClosed
Posted

Presolicitation

Type Changed

Presolicitation → Solicitation

Notice updated

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Response Deadline

Deadline has passed

Submission Closed

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Organization & Contact Information

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AgencyInternational Boundary And Water Commission: Us-Mexico
Contacts1 person available
OfficeEl Paso, TX, 79902, USA
Organization / Agency
International Boundary And Water Commission: Us-Mexico
Office AddressEl Paso, TX, 79902, USA

Full Description

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The purpose of this amendment 0001 is to incorporate the following changes: 1. Add to the solicitation the Pre-proposal Agenda. 2. Add to the solicitation the sign-in sheet from the pre-proposal conference and site visit. 3. Post the Questions and Answers received against the solicitation. 4. Post the revised SOW "DB SOW Edinburg Levee 20200716." 5. Add attachment J.23 HCID1 Penitas PS Bid Package & Specs 20180509. 6. Add H.19 COVID-19 Requirements. This is the solicitation. The USIBWC is accepting proposals at this time. The United States Section of the International Boundary and Water Commission (USIBWC) is issuing a solicitation (negotiated) for the design and construction (design-build) of rehabilitation improvements for the Rio Grande levee at Edinburg Pump Station in Hidalgo County, Texas. The pump station is operated by Hidalgo County Irrigation District No. 1 (HCID1). The proposed work is to be performed to provide flood control to the area and provide levees that meet FEMA requirements (44 CFR 65.10) and U.S. Army Corps of Engineers' Engineering Manual 1110-2-1913. The proposed project generally consists of design and construction of approximately 800 linear feet of levee improvements, including earthen embankment, concrete floodwalls, and associated ramps. The proposed levee rehabilitation design will include analysis/investigations of the existing levee for seepage remediation and raising the top of levee as needed, conducting any additional geotechnical investigations and testing required, and assessing all structures within the levee for rehabilitation. The major construction efforts include, but are not limited to, preparing right-of-way, removing/stockpiling existing excavated material, levee widening, erosion control, installing two new sections of floodwall with bollard walls, construction of floodwall foundations, completing construction of an existing gatewell structure, backfilling and grading of levee embankment material, installing aggregate roadway surface, removal and replacement of chain link fencing, and revegetation. The proposed work is located completely within the United States in the USIBWC Lower Rio Grande Flood Control Project but is directly adjacent to the international border with Mexico. The pump station is located at Pe'itas, Texas and the levee segments are located adjacent to the pump station. While proposed work will be located on USIBWC right-of-way, the Contractor would have to obtain a construction easement from HCID1. The levee is also adjacent to the Department of Homeland Security (DHS) border wall. HCID1 has constructed a portion of floodwall on the gap between their pump house and USIBWC's levee. The proposed work will require coordination with HCID1 to tie-in the design and construction to the floodwall they built. Coordination with their contractor may also be required. Design and construction would include appropriate levee tie-in to the pump house structure and account for sensitivity in working adjacent to the pump house. The proposed levee improvements at the border wall would also require incorporating DHS tactical infrastructure requirements and coordination with DHS to design and construct a bollard wall as part of the floodwalls. The magnitude of the project is estimated between $1,000,000 and $5,000,000. The work is located in Pe'itas, Hidalgo County, Texas. A site visit date will be listed in the solicitation. The work will be performed under NAICS Code 237990. The contract will be firm-fixed price. All work is proposed to be completed within one thousand fifty (1050) calendar days after the Notice to Proceed. Four hundred fifteen (415) calendar days are allotted for Design. Three hundred sixty-five (365) calendar days are allotted for Construction. Reseeding and establishment of vegetation shall be completed within one hundred eighty (180) calendar days of completion of all other work. Final paperwork shall be completed within ninety (90) calendar days of the establishment of vegetation. The time for reseeding and establishment of vegetation is included in the one thousand fifty (1050) calendar days. The time stated for completion shall include final cleanup of the premises. The final design and construction contract durations will be negotiated with Offerors during the Phase Two technical proposal evaluations. The Solicitation will be issued pursuant to FAR Subpart 36.3 - Two-Phase Design-Build Selection Procedures. Phase One shall include evaluation of technical qualifications and capability to perform and Phase Two shall include evaluation of technical proposal and price. The Solicitation, Scope of Work, and attachments are expected to be posted on or about June 15, 2020 (this is a target date which may slip or change). The Solicitation will be available for a minimum of thirty (30) calendar days. All responsible sources may submit a proposal to be considered by the Agency.

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