Murrieta Creek Phase 2B
Closed Solicitation Posted
A newer special notice was posted. See the latest special notice from .
- Solicitation number
- W912PL25BA004
- Agency
- ENDIST Los Angeles US Army Corps of Engineers, Department of Defense
- Responses due
- Set-aside
- Total Small Business
Opportunity facts
- NAICS code
- 237990 Other Heavy and Civil Engineering Construction
- Place of performance
- Murrieta Creek, Riverside County, CA Temecula, California 92590, United States
- Points of contact
-
- Ashley Powell ashley.s.powell@usace.army.mil (213) 452-3241
- Michael G Robinson michael.g.robinson@usace.army.mil (213) 452-3311
Notice details come from SAM.gov. Updated .
About this opportunity
The Department of the Army Corps of Engineers Engineering District Los Angeles is procuring comprehensive channel widening and infrastructure construction services for the Murrieta Creek Phase 2B project. This complex civil engineering project involves extensive work including 500,000 cubic yards of excavation, groundwater monitoring and dewatering operations, utility relocations for major water and sewer lines, riprap installation, concrete v-ditch systems, embankment subdrain systems, and environmental restoration components. The contractor must handle significant utility infrastructure including relocating RCWD 36-inch and 24-inch steel water pipes with protective casings, protecting existing EMWD 12-inch and 24-inch sewer lines, and coordinating with Southern California Gas Company for gas line relocation. The solicitation required proposal submissions by July 2, 2025, and the evaluation appears to be based on lowest price technically acceptable criteria given the bid abstract format. Additional requirements include temporary shoring, demolition and debris removal, extensive landscaping and hydroseeding, installation of access ramps and maintenance roads, and establishment of a riparian vegetation corridor.
This opportunity is designated as a Total Small Business set-aside under NAICS code 237990 for Other Heavy and Civil Engineering Construction. The bid abstract reveals that two companies submitted proposals: Empire Equipment Service, Inc. with a combined base and option bid of $47,949,088.66, and Bayside ERRG Joint Venture with a bid of $83,740,434.61, compared to the Independent Government Estimate of $44,640,271.00. The project spans approximately 5,220 feet of channel work from Station 98+80 to Station 151+00, continuing upstream from the completed Phase 2A section. The work will be performed along Murrieta Creek in Temecula, California, and involves creating both a maintained channel area and riparian vegetation corridor as part of the overall flood control and environmental enhancement objectives.
Notice text
7 versions
Update #7 · Latest ·
Be advised that the bid abtract has been uploaded in the attachments section of this announcment.
***BID OPENING PARTICIPATION INSTUCTIONS***see attachment for Meeting instructions and call in number***Amendment 0005 Posted 6/17, PLA Requirements and Updated Bid Opening Participation instructions* *Amendment 0004 posted on 6/10, Bid opening date extended* *Amendment 0003 posted on 6/4* *AMENDMENT 0002* *Note prior Amendment 0001 attachment and attachment of original Solicitation* The Murrieta Creek Phase 2B channel widening starts from the upstream end of Phase 2A (Station 98+80) and continues to approximately 5,220 feet (Station151+00). The invert of the channel consists of a maintained channel area and riparian vegetation corridor. **Please reference the following Documents attached for further details: Solicitation VOL 1, Appendices VOL 2, Plans/Spec Set, Site Visit Itinerary, Map GENERAL SCOPE: (Groundwater monitoring plan)(Comprehensive dewatering plan to keep excavation dry)(Monitoring well installation)(Instrumentation)(Dewatering system removal)(Temporary shoring)(Demolition and debris removal)(Strip/Stockpile topsoil)(Existing riprap removal)(Shoring design and installation)(Precise installation/monitoring of inclinometers)(500,000 cubic yards large scale excavation)(Detailed survey control)(Protection of large sewer utilities)(Relocation large water utilities)(Large scale compacted fill)(Large scale riprap installation) (grouted riprap slopes at confluences)(Extensive series of side drain structures) (overbank aesthetics landscaping, right of way)(A/C Paving for roadways) (several access ramps) (maintenance road/trail, riparian vegetation corridor)(Extensive concrete v-ditch system)(Embankment subdrain system)(Planting/hydroseeding)(Temporary irrigation system)(plant establishment)(Install grade stabilizer)(galvanized posts and cable fence), (access gate).Utilities:? RCWD 36 inch line: Existing 36 inch steel pipe to be relocated approximately 15 inches upstream of its current location. The new 36 inch steel pipe will be encased in a 60 inch steel casing.? RCWD 12 inch line: Existing 12 inch steel pipe to be abandoned in-place and removed by the Contractor.? RCWD 24 inch line: Existing 24 inch steel pipe to be relocated approximately 15 inches upstream of its current location. The new 24 inch steel pipe will be encased in a 42 inch steel casing.? EMWD 12 inch and 24 inch sewer lines: Existing 12 inch and 24 inch sewer lines and existing concrete encasements to be protected in-place; the lines are roughly parallel and within 11 inches of each other. The Contractor will construct a protection structure over the lines using CMLC and concrete.? SCG 4 inch HP gas line: SCG will perform the relocation of the existing 4 inch HP gas line. The new alignment will run along the current low flow crossing
Update #6 ·
***BID OPENING PARTICIPATION INSTUCTIONS***see attachment for Meeting instructions and call in number***Amendment 0005 Posted 6/17, PLA Requirements and Updated Bid Opening Participation instructions* *Amendment 0004 posted on 6/10, Bid opening date extended* *Amendment 0003 posted on 6/4* *AMENDMENT 0002* *Note prior Amendment 0001 attachment and attachment of original Solicitation* The Murrieta Creek Phase 2B channel widening starts from the upstream end of Phase 2A (Station 98+80) and continues to approximately 5,220 feet (Station151+00). The invert of the channel consists of a maintained channel area and riparian vegetation corridor. **Please reference the following Documents attached for further details: Solicitation VOL 1, Appendices VOL 2, Plans/Spec Set, Site Visit Itinerary, Map GENERAL SCOPE: (Groundwater monitoring plan)(Comprehensive dewatering plan to keep excavation dry)(Monitoring well installation)(Instrumentation)(Dewatering system removal)(Temporary shoring)(Demolition and debris removal)(Strip/Stockpile topsoil)(Existing riprap removal)(Shoring design and installation)(Precise installation/monitoring of inclinometers)(500,000 cubic yards large scale excavation)(Detailed survey control)(Protection of large sewer utilities)(Relocation large water utilities)(Large scale compacted fill)(Large scale riprap installation) (grouted riprap slopes at confluences)(Extensive series of side drain structures) (overbank aesthetics landscaping, right of way)(A/C Paving for roadways) (several access ramps) (maintenance road/trail, riparian vegetation corridor)(Extensive concrete v-ditch system)(Embankment subdrain system)(Planting/hydroseeding)(Temporary irrigation system)(plant establishment)(Install grade stabilizer)(galvanized posts and cable fence), (access gate).Utilities:? RCWD 36 inch line: Existing 36 inch steel pipe to be relocated approximately 15 inches upstream of its current location. The new 36 inch steel pipe will be encased in a 60 inch steel casing.? RCWD 12 inch line: Existing 12 inch steel pipe to be abandoned in-place and removed by the Contractor.? RCWD 24 inch line: Existing 24 inch steel pipe to be relocated approximately 15 inches upstream of its current location. The new 24 inch steel pipe will be encased in a 42 inch steel casing.? EMWD 12 inch and 24 inch sewer lines: Existing 12 inch and 24 inch sewer lines and existing concrete encasements to be protected in-place; the lines are roughly parallel and within 11 inches of each other. The Contractor will construct a protection structure over the lines using CMLC and concrete.? SCG 4 inch HP gas line: SCG will perform the relocation of the existing 4 inch HP gas line. The new alignment will run along the current low flow crossing
Update #5 ·
*Amendment 0005 Posted 6/17, PLA Requirements and Updated Bid Opening Participation instructions* *Amendment 0004 posted on 6/10, Bid opening date extended* *Amendment 0003 posted on 6/4* *AMENDMENT 0002* *Note prior Amendment 0001 attachment and attachment of original Solicitation* The Murrieta Creek Phase 2B channel widening starts from the upstream end of Phase 2A (Station 98+80) and continues to approximately 5,220 feet (Station151+00). The invert of the channel consists of a maintained channel area and riparian vegetation corridor. **Please reference the following Documents attached for further details: Solicitation VOL 1, Appendices VOL 2, Plans/Spec Set, Site Visit Itinerary, Map GENERAL SCOPE: (Groundwater monitoring plan)(Comprehensive dewatering plan to keep excavation dry)(Monitoring well installation)(Instrumentation)(Dewatering system removal)(Temporary shoring)(Demolition and debris removal)(Strip/Stockpile topsoil)(Existing riprap removal)(Shoring design and installation)(Precise installation/monitoring of inclinometers)(500,000 cubic yards large scale excavation)(Detailed survey control)(Protection of large sewer utilities)(Relocation large water utilities)(Large scale compacted fill)(Large scale riprap installation) (grouted riprap slopes at confluences)(Extensive series of side drain structures) (overbank aesthetics landscaping, right of way)(A/C Paving for roadways) (several access ramps) (maintenance road/trail, riparian vegetation corridor)(Extensive concrete v-ditch system)(Embankment subdrain system)(Planting/hydroseeding)(Temporary irrigation system)(plant establishment)(Install grade stabilizer)(galvanized posts and cable fence), (access gate).Utilities:? RCWD 36 inch line: Existing 36 inch steel pipe to be relocated approximately 15 inches upstream of its current location. The new 36 inch steel pipe will be encased in a 60 inch steel casing.? RCWD 12 inch line: Existing 12 inch steel pipe to be abandoned in-place and removed by the Contractor.? RCWD 24 inch line: Existing 24 inch steel pipe to be relocated approximately 15 inches upstream of its current location. The new 24 inch steel pipe will be encased in a 42 inch steel casing.? EMWD 12 inch and 24 inch sewer lines: Existing 12 inch and 24 inch sewer lines and existing concrete encasements to be protected in-place; the lines are roughly parallel and within 11 inches of each other. The Contractor will construct a protection structure over the lines using CMLC and concrete.? SCG 4 inch HP gas line: SCG will perform the relocation of the existing 4 inch HP gas line. The new alignment will run along the current low flow crossing
Update #4 ·
*Amendment 0004 posted on 6/10, Bid opening date extended* *Amendment 0003 posted on 6/4* *AMENDMENT 0002* *Note prior Amendment 0001 attachment and attachment of original Solicitation* The Murrieta Creek Phase 2B channel widening starts from the upstream end of Phase 2A (Station 98+80) and continues to approximately 5,220 feet (Station151+00). The invert of the channel consists of a maintained channel area and riparian vegetation corridor. **Please reference the following Documents attached for further details: Solicitation VOL 1, Appendices VOL 2, Plans/Spec Set, Site Visit Itinerary, Map GENERAL SCOPE: (Groundwater monitoring plan)(Comprehensive dewatering plan to keep excavation dry)(Monitoring well installation)(Instrumentation)(Dewatering system removal)(Temporary shoring)(Demolition and debris removal)(Strip/Stockpile topsoil)(Existing riprap removal)(Shoring design and installation)(Precise installation/monitoring of inclinometers)(500,000 cubic yards large scale excavation)(Detailed survey control)(Protection of large sewer utilities)(Relocation large water utilities)(Large scale compacted fill)(Large scale riprap installation) (grouted riprap slopes at confluences)(Extensive series of side drain structures) (overbank aesthetics landscaping, right of way)(A/C Paving for roadways) (several access ramps) (maintenance road/trail, riparian vegetation corridor)(Extensive concrete v-ditch system)(Embankment subdrain system)(Planting/hydroseeding)(Temporary irrigation system)(plant establishment)(Install grade stabilizer)(galvanized posts and cable fence), (access gate).Utilities:? RCWD 36 inch line: Existing 36 inch steel pipe to be relocated approximately 15 inches upstream of its current location. The new 36 inch steel pipe will be encased in a 60 inch steel casing.? RCWD 12 inch line: Existing 12 inch steel pipe to be abandoned in-place and removed by the Contractor.? RCWD 24 inch line: Existing 24 inch steel pipe to be relocated approximately 15 inches upstream of its current location. The new 24 inch steel pipe will be encased in a 42 inch steel casing.? EMWD 12 inch and 24 inch sewer lines: Existing 12 inch and 24 inch sewer lines and existing concrete encasements to be protected in-place; the lines are roughly parallel and within 11 inches of each other. The Contractor will construct a protection structure over the lines using CMLC and concrete.? SCG 4 inch HP gas line: SCG will perform the relocation of the existing 4 inch HP gas line. The new alignment will run along the current low flow crossing
Update #3 ·
*Amendment 0003 posted on 6/4* *AMENDMENT 0002* *Note prior Amendment 0001 attachment and attachment of original Solicitation* The Murrieta Creek Phase 2B channel widening starts from the upstream end of Phase 2A (Station 98+80) and continues to approximately 5,220 feet (Station151+00). The invert of the channel consists of a maintained channel area and riparian vegetation corridor. **Please reference the following Documents attached for further details: Solicitation VOL 1, Appendices VOL 2, Plans/Spec Set, Site Visit Itinerary, Map GENERAL SCOPE: (Groundwater monitoring plan)(Comprehensive dewatering plan to keep excavation dry)(Monitoring well installation)(Instrumentation)(Dewatering system removal)(Temporary shoring)(Demolition and debris removal)(Strip/Stockpile topsoil)(Existing riprap removal)(Shoring design and installation)(Precise installation/monitoring of inclinometers)(500,000 cubic yards large scale excavation)(Detailed survey control)(Protection of large sewer utilities)(Relocation large water utilities)(Large scale compacted fill)(Large scale riprap installation) (grouted riprap slopes at confluences)(Extensive series of side drain structures) (overbank aesthetics landscaping, right of way)(A/C Paving for roadways) (several access ramps) (maintenance road/trail, riparian vegetation corridor)(Extensive concrete v-ditch system)(Embankment subdrain system)(Planting/hydroseeding)(Temporary irrigation system)(plant establishment)(Install grade stabilizer)(galvanized posts and cable fence), (access gate).Utilities:? RCWD 36 inch line: Existing 36 inch steel pipe to be relocated approximately 15 inches upstream of its current location. The new 36 inch steel pipe will be encased in a 60 inch steel casing.? RCWD 12 inch line: Existing 12 inch steel pipe to be abandoned in-place and removed by the Contractor.? RCWD 24 inch line: Existing 24 inch steel pipe to be relocated approximately 15 inches upstream of its current location. The new 24 inch steel pipe will be encased in a 42 inch steel casing.? EMWD 12 inch and 24 inch sewer lines: Existing 12 inch and 24 inch sewer lines and existing concrete encasements to be protected in-place; the lines are roughly parallel and within 11 inches of each other. The Contractor will construct a protection structure over the lines using CMLC and concrete.? SCG 4 inch HP gas line: SCG will perform the relocation of the existing 4 inch HP gas line. The new alignment will run along the current low flow crossing
Update #2 ·
**AMENDMENT 0001 & AMENDMENT 0002 posted to PIEE- Please follow the below provided Links to Soliciation and Amendmnet Updates** The Murrieta Creek Phase 2B channel widening starts from the upstream end of Phase 2A (Station 98+80) and continues to approximately 5,220 feet (Station151+00). The invert of the channel consists of a maintained channel area and riparian vegetation corridor. Please reference the following Documents attached for further details: Solicitation VOL 1, Appendices VOL 2, Plans/Spec Set, Site Visit Itinerary and Map GENERAL SCOPE: (Groundwater monitoring plan)(Comprehensive dewatering plan to keep excavation dry)(Monitoring well installation)(Instrumentation)(Dewatering system removal)(Temporary shoring)(Demolition and debris removal)(Strip/Stockpile topsoil)(Existing riprap removal)(Shoring design and installation)(Precise installation/monitoring of inclinometers)(500,000 cubic yards large scale excavation)(Detailed survey control)(Protection of large sewer utilities)(Relocation large water utilities)(Large scale compacted fill)(Large scale riprap installation) (grouted riprap slopes at confluences)(Extensive series of side drain structures) (overbank aesthetics landscaping, right of way)(A/C Paving for roadways) (several access ramps) (maintenance road/trail, riparian vegetation corridor)(Extensive concrete v-ditch system)(Embankment subdrain system)(Planting/hydroseeding)(Temporary irrigation system)(plant establishment)(Install grade stabilizer)(galvanized posts and cable fence), (access gate).Utilities:? RCWD 36 inch line: Existing 36 inch steel pipe to be relocated approximately 15 inches upstream of its current location. The new 36 inch steel pipe will be encased in a 60 inch steel casing.? RCWD 12 inch line: Existing 12 inch steel pipe to be abandoned in-place and removed by the Contractor.? RCWD 24 inch line: Existing 24 inch steel pipe to be relocated approximately 15 inches upstream of its current location. The new 24 inch steel pipe will be encased in a 42 inch steel casing.? EMWD 12 inch and 24 inch sewer lines: Existing 12 inch and 24 inch sewer lines and existing concrete encasements to be protected in-place; the lines are roughly parallel and within 11 inches of each other. The Contractor will construct a protection structure over the lines using CMLC and concrete.? SCG 4 inch HP gas line: SCG will perform the relocation of the existing 4 inch HP gas line. The new alignment will run along the current low flow crossing
Update #1 ·
The Murrieta Creek Phase 2B channel widening starts from the upstream end of Phase 2A (Station 98+80) and continues to approximately 5,220 feet (Station151+00). The invert of the channel consists of a maintained channel area and riparian vegetation corridor. Please reference the following Documents attached for further details: Solicitation VOL 1, Appendices VOL 2, Plans/Spec Set, Site Visit Itinerary and Map GENERAL SCOPE: (Groundwater monitoring plan)(Comprehensive dewatering plan to keep excavation dry)(Monitoring well installation)(Instrumentation)(Dewatering system removal)(Temporary shoring)(Demolition and debris removal)(Strip/Stockpile topsoil)(Existing riprap removal)(Shoring design and installation)(Precise installation/monitoring of inclinometers)(500,000 cubic yards large scale excavation)(Detailed survey control)(Protection of large sewer utilities)(Relocation large water utilities)(Large scale compacted fill)(Large scale riprap installation) (grouted riprap slopes at confluences)(Extensive series of side drain structures) (overbank aesthetics landscaping, right of way)(A/C Paving for roadways) (several access ramps) (maintenance road/trail, riparian vegetation corridor)(Extensive concrete v-ditch system)(Embankment subdrain system)(Planting/hydroseeding)(Temporary irrigation system)(plant establishment)(Install grade stabilizer)(galvanized posts and cable fence), (access gate).Utilities:? RCWD 36 inch line: Existing 36 inch steel pipe to be relocated approximately 15 inches upstream of its current location. The new 36 inch steel pipe will be encased in a 60 inch steel casing.? RCWD 12 inch line: Existing 12 inch steel pipe to be abandoned in-place and removed by the Contractor.? RCWD 24 inch line: Existing 24 inch steel pipe to be relocated approximately 15 inches upstream of its current location. The new 24 inch steel pipe will be encased in a 42 inch steel casing.? EMWD 12 inch and 24 inch sewer lines: Existing 12 inch and 24 inch sewer lines and existing concrete encasements to be protected in-place; the lines are roughly parallel and within 11 inches of each other. The Contractor will construct a protection structure over the lines using CMLC and concrete.? SCG 4 inch HP gas line: SCG will perform the relocation of the existing 4 inch HP gas line. The new alignment will run along the current low flow crossing
Attachments
| File | Type | Posted |
|---|---|---|
| Bid Abstract_W912PL25BA004_Murrieta Creek-Phase 2B__2July2025-ko Signed.pdf |
Notice history
| Notice | Type | Posted |
|---|---|---|
| Murrieta Creek Phase 2B | Special Notice | |
| Murrieta Creek Phase 2B | Solicitation | |
| Murrieta Creek, Phase 2B: Buried Riprap Bank Protection and Ecosystem Restoration | Pre-Solicitation | |
| SOURCES SOUGHT / INDUSTRY DAY: Construction of a New Critical Care Center on the VA Campus for the GLAVAHS, Los Angeles, CA | Pre-Solicitation |
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