Construction of Flood Control Improvements at North Floodway Levees and Union Pacific Railroad Crossing

Award Notice Posted

Solicitation number
IBM16R0003
Agency
Awarded
to Structural Assurance, LLC
Set-aside
Total Small Business

Opportunity facts

Contract number
IBM16C0010 Federal contract award
NAICS code
237990 Other Heavy and Civil Engineering Construction
PSC
Not on record
Place of performance
North Floodway Levees and Union Pacific Railroad Crossings at Mercedes, Hidalgo County, Texas, Texas, United States

Notice details come from SAM.gov. Updated .

Notice text

4 versions

Update #4 · Latest ·

 

Notice of Contract Award IBM16C0010 posted Oct 3, 2016 incorrectly stated award date as October 30, 2015. Correct award date is September 29, 2016.

Update #3 ·

Amendment A001 is now posted. Acknowledgement of A001 is required.

Update #2 ·

 THIS IS THE SOLICITATION NOTICE

General Description of the Work:

The United States Section of the International Boundary and Water Commission (USIBWC) recently completed rehabilitating approximately 47.5 miles of our levees within the limits of the North Floodway and Arroyo Colorado Floodway in Hidalgo County, Texas.  The flood protection improvements identified under this prior Construction Contract for the railroad Crossings at the north and south levees of the North Floodways were not performed because the Union Pacific Railroad (UPRR) had not approved such work. Recently, the UPRR provided the USIBWC with the required approval in order to perform this work at the affected railroad crossings. The work for this project generally consists of levee embankment improvements and construction of a concrete structure for placement of wooden stop logs at the north and south levee crossings of the UPRR with the USIBWC levees.


 


UPRR's rail line is located between BUS 83 and Interstate 2/83 and bridges across the North Floodway and to the west of Mercedes in Hidalgo County, Texas.  The UPRR rail line intersects both levees at a lower elevation than the existing top of levee elevations of the adjacent levees at the coordinates shown below.  The existing top of levee elevations of the adjacent levees are set based on the design flood of 84,000 cfs for the North Floodway plus freeboard as required for the levee accreditation by the Federal Emergency Management Agency (FEMA).


 



 


Reach Name



General


Location/Description



 


Levee Location



 


Levee Length (mi)



Coordinates


(approx.)



 


 


North Floodway



 


UPRR rail  crossings just north of BU 83, Mercedes



 


North Levee



 


 


0.02



97º 55'49.97"W ,


26º 09'1.82"N



 


South Levee



97º 55'33.15"W ,


26º 09'2.20"N



 


The proposed work at the north bank and south bank levee crossings will occur on separate weekends. The USIBWC Contractor that is awarded this project shall obtain Right of Entry Agreement and Permit from UPRR / RVSC (Rio Valley Switching Company) and closely coordinate with them throughout the construction.  The UPRR / RVSC will be performing work within the project limits, specifically between the floodwall support walls approximately 13.5 feet on either side of the railroad centerline for a total of 27 feet width (excluding the sheet pile shoring), including grading and processing of embankment, rails, ballast, precast railroad concrete panels, and cross‐ties. The USIBWC Contractor shall be responsible for all other work per the drawings and specifications and shall be responsible for coordinate all work with the railroad.  The drawings will contain a sheet noting the suggested sequence of construction that outlines the work to be performed by the USIBWC Contractor and the UPRR/RVSC Contractor.   The railroad embankment portion of the work (work between the floodwall supports) needs to be completed in a short duration starting from a Saturday morning to the next Monday noon in order to minimize the disruption to railroad traffic. The remaining work can proceed outside this window.


 


 


Performance Period:


The Contractor shall have one hundred twenty (120) calendar days to complete the project after the


"Notice to Proceed (NTP)" has been provided by the USIBWC.  The Contractor shall also have an additional ninety (90) calendar days for revegetation.


 


 


Other Information:


This is a 100% Small Business Set Aside.  There will be a site visit on Tuesday, June 28, 2016 at 9:00 AM CDT / 8:00 AM MDT which will commence at the USIBWC Mercedes Field Office located at 325 Golf Course Road in Mercedes, TX 78570 and then convoy to the site.


 


The magnitude of this project is between $500,000 and $1,000,000.   


 

Update #1 ·

  General Description of the Work:

The United States Section of the International Boundary and Water Commission (USIBWC) recently completed rehabilitating approximately 47.5 miles of our levees within the limits of the North Floodway and Arroyo Colorado Floodway in Hidalgo County, Texas.  The flood protection improvements identified under this prior Construction Contract for the railroad Crossings at the north and south levees of the North Floodways were not performed because the Union Pacific Railroad (UPRR) had not approved such work. Recently, the UPRR provided the USIBWC with the required approval in order to perform this work at the affected railroad crossings. The work for this project generally consists of levee embankment improvements and construction of a concrete structure for placement of wooden stop logs at the north and south levee crossings of the UPRR with the USIBWC levees.


 


UPRR's rail line is located between BUS 83 and Interstate 2/83 and bridges across the North Floodway and to the west of Mercedes in Hidalgo County, Texas.  The UPRR rail line intersects both levees at a lower elevation than the existing top of levee elevations of the adjacent levees at the coordinates shown below.  The existing top of levee elevations of the adjacent levees are set based on the design flood of 84,000 cfs for the North Floodway plus freeboard as required for the levee accreditation by the Federal Emergency Management Agency (FEMA).


 



 


Reach Name



General


Location/Description



 


Levee Location



 


Levee Length (mi)



Coordinates


(approx.)



 


 


North Floodway



 


UPRR rail  crossings just north of BU 83, Mercedes



 


North Levee



 


 


0.02



97º 55'49.97"W ,


26º 09'1.82"N



 


South Levee



97º 55'33.15"W ,


26º 09'2.20"N



 


The proposed work at the north bank and south bank levee crossings will occur on separate weekends. The USIBWC Contractor that is awarded this project shall obtain Right of Entry Agreement and Permit from UPRR / RVSC (Rio Valley Switching Company) and closely coordinate with them throughout the construction.  The UPRR / RVSC will be performing work within the project limits, specifically between the floodwall support walls approximately 13.5 feet on either side of the railroad centerline for a total of 27 feet width (excluding the sheet pile shoring), including grading and processing of embankment, rails, ballast, precast railroad concrete panels, and cross‐ties. The USIBWC Contractor shall be responsible for all other work per the drawings and specifications and shall be responsible for coordinate all work with the railroad.  The drawings will contain a sheet noting the suggested sequence of construction that outlines the work to be performed by the USIBWC Contractor and the UPRR/RVSC Contractor.   The railroad embankment portion of the work (work between the floodwall supports) needs to be completed in a short duration starting from a Saturday morning to the next Monday noon in order to minimize the disruption to railroad traffic. The remaining work can proceed outside this window.


 


 


Performance Period:


The Contractor shall have one hundred twenty (120) calendar days to complete the project after the


"Notice to Proceed (NTP)" has been provided by the USIBWC.  The Contractor shall also have an additional ninety (90) calendar days for revegetation.


 


 


Other Information:


This is a 100% Small Business Set Aside.  There will be a site visit (to be addressed on solicitation) to the project site, which will commence at the USIBWC Mercedes Field Office located at 325 Golf Course Road in Mercedes, TX 78570.


 


The magnitude of this project is between $500,000 and $1,000,000.   The solicitation, plans, and specifications are expected to be posted on or about 5/26/2016. This is a target date which may change; if the solicitation is not posted on Federal Business Opportunities by 5/26/2016 that is because the solicitation is not available for posting.


The solicitation will be available for a minimum of thirty (30) calendar days, and award of the contract is expected on or before September 30,


2016.


 


This is NOT a request for proposal. Please do not submit a proposal in response to this Presolicitation Notice.


 

Files

File Type Posted
Sign-In_Sheet.pdf PDF
IBM16R0003-A001.pdf PDF
J.01_Technical_Specifications_20160715.pdf PDF
IBM16R0003_Question_ _Response.docx DOCX document
J.02_Drawings_rv1.pdf PDF
J.04_C.5_Biological_Resources_Survey_Aug_2005.pdf PDF
J.10_Right_of_Entry_Agreement.docx DOCX document
J.11_WD_TX20150008.pdf PDF
J.04_Ch_I _II _III_ _IV_text_Rio_Grande_PEIS_Dec_26th.pdf PDF
J.06_Final_EA_Main_N_Floodway.pdf PDF
J.09_TR-03-04_Condition_Assessment_of_USIBWC _Levees _Volume_II.pdf PDF
J.04_C.7_Draft_PEIS_Distribution_List.pdf PDF
IBM16R0003.pdf PDF
J.04_C.2_Rio_Grande_Draft_PEIS_July_31 _2007.pdf PDF
J.04_C.4_Cultural_Resources_Report_July_2005.pdf PDF
J.02_Drawings.pdf PDF
J.04_Appendix_A_Comments_on_Draft_PEIS_Dec_26th.pdf PDF
J.13_Past_Performance_Questionnaire.doc DOC document
J.12_Client_Authorization_Letter.docx DOCX document
J.04_C.1_PEIS_Alternatives_Report_February_26 _2007.pdf PDF
J.01_Technicial_Specifications.pdf PDF
J.04_C.6_NOA_Draft_Rio_Grande_PEIS_Aug_10 _2007.pdf PDF
J.04_C.9_Transcript_Presidio_Hearing_Aug_22 _2007.pdf PDF
J.07_Geotech_North_Floodway_Phase_1_L G_5-29-2009.pdf PDF
J.04_C.8_Transcript_El_Paso_Hearing_Aug_21 _2007.pdf PDF
J.16_IBWC_Form_117.pdf PDF
J.04_C.3_PEIS_Scoping_Meeting_Summary_March_2005.pdf PDF
J.03_Final_Design_Report.pdf PDF
J.05_EA_Final_Arroyo_Colorado.pdf PDF
J.08_TR-03-04_Condition_Assessment_of_USIBWC _LRGV_Levees _Volume_I.pdf PDF
J.04_Appendix_B_Final_Responses_to_comments_Dec_26th.pdf PDF
J.14_IBWC_Form_110.pdf PDF
J.15_IBWC_Form_116.pdf PDF
J.04_C.10_Transcript_McAllen_Hearing_Aug_28 _2007.pdf PDF
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