2026-10_Plans_Alligator_Creek_Rehab_FEMA_Sewer_Line_Mitigation_Project_(DR_4781_PW-44)-IFB.pdf
PDF 23 MB Posted
- Attached to
- Repair of Commercial Metal Containers
- Solicitation number
- 2026-10
- Issued by
- Hidalgo County, Texas
About this file
This is an Invitation for Bid (IFB) document from the City of Edinburg Solid Waste Management Department in Hidalgo County, Texas, for the FEMA Sewer Line Mitigation project at Alligator Creek (FEMA Disaster Recovery #4781 PW-44). The document contains engineering plans and specifications for drainage rehabilitation and sewer line protection work. The project involves construction of a creek bed rehabilitation with protective measures including stone riprap installation, slope protection using soil retention blankets and high-performance turf reinforcement mats, embankment construction with select fill material, and protection of an existing 30-inch gravity sewer line. The work requires compliance with specific engineering standards including embankment compaction to minimum 95% Standard Proctor Density with plasticity index requirements between 15 and 20, installation of 24-inch by 24-inch and 36-inch by 36-inch toe structures, and 4-inch topsoil placement. Product submittals for materials such as the geofabric and turf reinforcement mats require manufacturer approval prior to installation. The sealed bid deadline is April 14, 2026, at 3:00 pm, with submission available electronically or by hand delivery to the City Secretary's Office.
The engineering estimated budget for this project is $114,000.00, with funding sourced through FEMA disaster recovery resources for Public Assistance. The City of Edinburg reserves the right to award contracts on a low-bid basis and may apply a five percent local preference to vendors with principal places of business within the city limits. Bidders must submit comprehensive insurance documentation including workers' compensation, general liability of $250,000 per person and $500,000 per occurrence, and auto liability coverage, with the City named as an additional insured. Bid responses must remain firm for 60 days, and the City reserves termination rights with 30 days' written notice. The procurement does not identify incumbent vendors or specific set-aside designations for disadvantaged enterprises. All work must comply with applicable ANSI standards and manufacturer specifications, with payment processed by mail according to Texas Pay Law following service delivery and invoicing, contingent upon annual appropriation and fund availability certification.
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Text version
ALLIGATOR CREEK DRAINAGE REHAB - FEMA SEWER LINE MITIGATION PROJECT
THE SEAL APPEARING ON THIS
DOCUMENT WAS AUTHORIZED BY
TARA B. GAHA, P.E. 114274
ON 06/17/2026
DOCUMENT WAS AUTHORIZED BY
3.5'
EXIST. 30" GRAVITY SEWER
(TO BE PROTECTED)
12" STONE RIPRAP W/GEOFABRIC
(MIRAFI 500X OR APPROVED EQUAL)
PROP. CREEK BOTTOM
(VAR. WIDTH ,12'-14')
24"X24"
TOE (TYP.)
EXIST. CREEK BOTTOM
(VAR. WIDTH, 8'-12')
36" x 36"
TOE (TYP.)
PROP. SLOPE PROTECTION
- SOIL RETENTION BLANKET
(SEE NOTE 4 THIS SHEET)
- 4" TOP SOIL
- 18" SELECT FILL
(SEE NOTE 3 THIS SHEET)
DO NOT BLOCK DRAINAGE FLOW AT ANYTIME DURING CONSTRUCTION.
MATCH EXISTING CHANNEL FLOWLINES AND GRADE TO DRAIN, AS NECESSARY.
EMBANKMENT SOIL (SELECT FILL) SHALL HAVE PLASTICITY INDEX OF 15 ≤ PI ≤ 20.
EMBANKAMENT SHALL BE PLACED IN MAX. 8" LIFTS (6" COMPACTED LAYERS). USE
SUITABLE BENCHING METHOD TO PLACE EMBANKMENT IN HORIZONTAL LAYERS AND
COMPACT TO MIN. 95% SPD.
1.
2.
3.
4.
NOTES:
SOIL RETENTION BLANKET SHALL BE HIGH-PERFORMANCE TURF REINFORCEMENT
MAT (HPTRM) (PROPEX PYRAMAT 75 OR APPROVED EQUAL), INSTALLED PER
THE MANUFACTURER'S RECOMMENDATIONS. PROVIDE PRODUCT SUBMITTALS
FOR REVIEW AND APPROVAL.
THE SEAL APPEARING ON THIS
DOCUMENT WAS AUTHORIZED BY
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