HHS0016943v2 Attach H-3_Addendum 1 to Project Drawings and Project Specifications.pdf
PDF 2 MB Posted
- Attached to
- Water Improvements at El Paso Psychiatric Center
- Solicitation number
- HHS0016943v2
- Issued by
- El Paso County, Texas
About this file
This Addendum 1 to Project Drawings and Specifications is issued by the Texas Health and Human Services Commission (HHSC) for the Water Improvements at El Paso Psychiatric Center project. The addendum modifies and clarifies the original project drawings and specifications for the installation of a new domestic water service line at the facility located at 4615 Alameda Avenue in El Paso, Texas. The project requires the contractor to design and construct an additional water service line from an existing 8-inch water main along Boll Place through a new meter vault and pressure reducing valve to final connections inside the building, ensuring compliance with International Plumbing Code standards and 2021 International Building Code requirements. The contractor must coordinate with El Paso Water for the service tap and meter installation while extending the service line from the meter to building interior connections. A mandatory facility site visit is scheduled for May 19, 2026, at 10:00 a.m. Central Time, with the question submission deadline set for May 26, 2026, by 5:00 p.m. Central Time. Proposals are due by June 16, 2026, at 10:30 a.m. Central Time, with public opening on June 17, 2026, at 2:00 p.m. Central Time. The anticipated Notice of Award is September 16, 2026, with a contract start date of October 16, 2026, and Substantial Completion required within 120 calendar days of Notice to Proceed, with contract completion no later than August 31 of the following year.
The project is valued at approximately $300,000, with respondents required to submit bid security equal to at least 5% of the Total Base Proposal Cost and performance and payment bonds in the amount of 100% of the contract price within ten calendar days of award. A Historically Underutilized Business (HUB) Subcontracting Plan is mandatory with a utilization goal of 32.9%, applicable to all respondents regardless of HUB certification status, with failure to submit a compliant plan resulting in automatic disqualification. The contractor must budget a $45,000 contingency fund for external utility coordination and maintain Pollution Liability Insurance with minimum coverage of $1,000,000 per claim and $1,000,000 aggregate for ten years following project completion. Liquidated damages are assessed at $150.00 per calendar day for failure to meet the Substantial Completion deadline. No incumbent contractor is identified, and HHSC retains the discretionary right to extend the contract for up to six additional months beyond final substantial completion at the then-current contract rate.
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Attachment H-3
Addendum 1 to Project Drawings and Project Specifications
EL PASO PSYCHIATRIC CENTER: THHS WATER IMPROVEMENTS
Addendum 1 6/2/2026
Addendum 1
DRAWINGS
Sheet P1.0: Add isolation valves upstream/downstream of PRV, and addition of Keyed Note No. 25.
SPECIFICATIONS
Section 22 11 16, Paragraph 3.10.e. should now read as follows:
“Submit water samples in sterile bottles to authorities having jurisdiction. Contractor shall refer to “HHS0016943_Attach Texas UGCs (Version 2.2)- 8.2 Testing” regarding the responsible party for Bacteriological Testing, AHJ, and sample collection. The testing parameters and the number of passing samples must be in accordance with EPPC’s Water Plan. EPPC’s Water Plan is available upon request in the El Paso Psychiatric Center’s Maintenance office”.
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Walter P. Moore and Associates, Inc.
601 North Mesa St., Suite 1475 El Paso, Texas 79901
915.838.3100
DESIGNED BY
NO.
REVIEWED BY DRAWN BYPROJECT NO.
DATE REVISION
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Copyright © 2025 WALTER P MOORE AND ASSOCIATES, INC.
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DATE
05-02-2025
ORIGINAL ISSUE
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EL PASO PSYCHIATRIC
CENTER:
THHS WATER
IMPROVEMENTS
4615 ALAMEDA AVE
EL PASO, TX 79905
100% CONSTRUCTION DOCUMENTS
CIVIL:
MEP:
ARCHITECT:
ELECTRICAL:
OWNER:
330 Eubank Ct, El Paso, Texas 79902 T.915.587.8023
SCALE: 1/8" = 1'-0"P1.0
01 BASEMENT PLUMBING IMPROVEMENT PLAN
SCALE: 1/4" = 1'-0"P1.0
02 BASEMENT PLUMBING IMPROVEMENT ENLARGED PLAN
P1.0
SCALE: 3/16" = 1'-0"P1.0
03 SITE PLUMBING IMPROVEMENT ENLARGED PLAN PLUMBING IMPROVEMENT
PLAN
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4"DCW
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EXISTING 4"DCW
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4"DCW
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4"DCW
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EXISTING 2"SS
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1. C.O.P. AT APPROXIMATELY 10'-9"ABOVE FINISHED FLOOR. C.O.P. AT APPROXIMATELY 10'-9"ABOVE FINISHED FLOOR. FIELD COORDINATE. 2. OFFSET DOWN WITH 45° ELBOWS TO AVOID EXISTING OFFSET DOWN WITH 45° ELBOWS TO AVOID EXISTING SANITARY SEWER LINE. SUGGESTED HEIGHT 1'-3-1/4" ABOVE CEILING. FIELD COORDINATE. 3. INSTALL PIPE IN SPACE BETWEEN SANITARY SEWER PIPING INSTALL PIPE IN SPACE BETWEEN SANITARY SEWER PIPING AND FLEX DUCT SERVING HALLWAY DIFFUSER. 4. OFFSET PIPE WITH 45° ELBOWS TO AVOID VAV BOX. OFFSET PIPE WITH 45° ELBOWS TO AVOID VAV BOX. 5. DEMOLISH EXISTING PIPE HANGERS AS REQUIRED TO DEMOLISH EXISTING PIPE HANGERS AS REQUIRED TO ACCOMMODATE NEW PIPE. REPLACE DEMOLISHED HANGERS WITH TRAPEZE. REFER TO DETAIL 2 IN SHEET P2.0. 6. OFFSET PIPE EAST OF PARTITION WITH 45° ELBOWS AND OFFSET PIPE EAST OF PARTITION WITH 45° ELBOWS AND RUN PIPE ABOVE DUCT. 7. OFFSET DOWN WITH 45° ELBOWS TO AVOID CONCRETE BEAM. OFFSET DOWN WITH 45° ELBOWS TO AVOID CONCRETE BEAM. SUGGESTED C.O.P. HEIGHT 1'-11-1/2" ABOVE CEILING. FIELD COORDINATE AND RUN PARALLEL TO SUPPLY DUCT. 8. INSTALL PRESSURE REDUCING VALVE. INSTALL PRESSURE REDUCING VALVE. 9. SUGGESTED C.O.P. HEIGHT 5-1/2" ABOVE CEILING BEFORE SUGGESTED C.O.P. HEIGHT 5-1/2" ABOVE CEILING BEFORE CROSSING DOUBLE DOORS. INSTALL PIPE BELOW EXISTING DUCTWORK EAST OF DOUBLE DOORS. 10. RELOCATE EXISTING CABLES. MAINTAIN ACCESS TO RELOCATE EXISTING CABLES. MAINTAIN ACCESS TO DUCTWORK ACCESS PANELS. 11. REDUCE PIPE INSULATION THICKNESS IN PIPE SECTION REDUCE PIPE INSULATION THICKNESS IN PIPE SECTION BELOW EXISTING DUCTS AND FIT PIPE ABOVE CEILING. INSULATION TO COMPLY WITH R-VALUE AS REQUIRED BY CODE. 12. OFFSET PIPE UP WITH 45° ELBOWS, TO AVOID LIGHT OFFSET PIPE UP WITH 45° ELBOWS, TO AVOID LIGHT FIXTURE. 13. OFFSET DOWN AND CONNECT TO EXISTING DOMESTIC COLD OFFSET DOWN AND CONNECT TO EXISTING DOMESTIC COLD WATER MAIN. PROVIDE ISOLATION VALVE NEXT TO TEE. 14. REMOVE SECTION OF EXISTING WATER MAIN AS REQUIRED REMOVE SECTION OF EXISTING WATER MAIN AS REQUIRED TO ACCOMMODATE NEW TIE-IN. COORDINATE SYSTEM SHUT DOWN, WEEKEND AND OVERNIGHT WORK REQUIREMENTS WITH OWNER. 15. EXISTING 6" SANITARY SEWER LINE, FIELD VERIFY EXACT EXISTING 6" SANITARY SEWER LINE, FIELD VERIFY EXACT LOCATION. HAND DIG AS REQUIRED. 16. EXISTING ELECTRICAL CONDUIT, FIELD VERIFY EXACT EXISTING ELECTRICAL CONDUIT, FIELD VERIFY EXACT LOCATION. HAND DIG AS REQUIRED. REFER TO ELECTRICAL DRAWINGS. 17. PROVIDE 6" METAL SLEEVE AND LINK-SEAL. REFER TO PROVIDE 6" METAL SLEEVE AND LINK-SEAL. REFER TO CIVIL AND PLUMBING DETAILS. 18. NEW BACKFLOW PREVENTER IN ENCLOSURE WITH SLAB NEW BACKFLOW PREVENTER IN ENCLOSURE WITH SLAB MOUNTED HEATER. 19. FOR CONTINUATION REFER TO CIVIL DRAWINGS. FOR CONTINUATION REFER TO CIVIL DRAWINGS. 20. NEW WATER METER VAULT. REFER TO CIVIL DRAWINGS. NEW WATER METER VAULT. REFER TO CIVIL DRAWINGS. 21. INSTALL PRESSURE GAUGES ON EXISTING AND NEW LINES. INSTALL PRESSURE GAUGES ON EXISTING AND NEW LINES. 22. DRAIN PORT WITH ISOLATION VALVE, THREADED END FOR DRAIN PORT WITH ISOLATION VALVE, THREADED END FOR HOSE CONNECTION AND CAP. 23. MAINTAIN APPROPRIATE CLEARANCES FOR FIRE PROTECTION MAINTAIN APPROPRIATE CLEARANCES FOR FIRE PROTECTION VALVES AND ACCESSORIES. 24. TRANSITION FROM PVC TO COPPER USING RESTRAINED TRANSITION FROM PVC TO COPPER USING RESTRAINED FLANGE COUPLING ADAPTER. 25. INSTALL FLANGED ISOLATION VALVES UPSTREAM AND INSTALL FLANGED ISOLATION VALVES UPSTREAM AND DOWNSTREAM OF PRV. PROVIDE ONE EXTRA PRV VALVE TO OWNER.
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EXISTING 4"DCW
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1. FIRE PROTECTION SPRINKLER HEADS TO REMAIN IN FIRE PROTECTION SPRINKLER HEADS TO REMAIN IN EXISTING LOCATION, MAINTAIN ACTIVE AND PROTECT FROM ANY DAMAGE DURING CONSTRUCTION. 2. WORK SPACE IS LIMITED AND REQUIRES THAT WORK SPACE IS LIMITED AND REQUIRES THAT CONTRACTOR COORDINATE WITH OTHER TRADES TO AVOID SPACE CONFLICTS. IT IS ANTICIPATED THAT SPACE COORDINATION WILL BE DIFFICULT, SO THE VARIOUS TRADE CONTRACTORS MUST IDENTIFY AND RESOLVE SPACE CONFLICTS BEFORE COMMENCING CONSTRUCTION. CONTRACTOR SHALL OFFSET DUCTWORK AND PIPING AS NECESSARY TO FIT EQUIPMENT AND MATERIALS IN SPACE ALLOTTED.
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BFP-1
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KEYED NOTES
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GENERAL NOTES
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1 6/2/26 ADDENDUM 1
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| Pages from HHS0016943v2_Attach H-1_Project Drawings.pdf |
| Addendum 01 (004).pdf |
| P1.0 Addendum 01 (004).pdf |
| Sheets and Views |
| Layout1 |
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