2026-0198-PW Construction Services for the Arroyo Hondo SR-14 Interceptor Addendum No. 5
Project Information
- Bid Title
- 2026-0198-PW Construction Services for the Arroyo Hondo SR-14 Interceptor Addendum No. 5
- Issuing Agency
- Santa Fe County
- Location
- New Mexico
- Published Date
- Mar 30, 2026
- Closing Date
- Apr 7, 2026
- Government Level
- State & Local
- Status
- Closed
- Original Source
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Justin S. GreeneCommissioner, District 1Lisa Cacari StoneCommissioner, District 2Camilla BustamanteCommissioner, District 3Adam Fulton JohnsonCommissioner, District 4Hank HughesCommissioner, District 5Gregory S. ShafferCounty ManagerMarch 30, 2026SANTA FE COUNTYIFB No. 2026-0198-PW/TJCONSTRUCTION SERVICES FOR THEARROYO HONDO SR-14 SEWER INTERCEPTORADDENDUM NO. 5Dear Proponents,This addendum is issued to reflect the following immediately. It shall be the responsibility ofinterested Offerors to adhere to any changes or revisions to the IFB as identified in this AddendumNo. 5. This documentation shall become permanent and made part of the departmental files.Attachment A: Revised Bid Sheet (based on the lowest, responsive base bid)The deadline for submitting questions has passed. No further questions will be accepted.Clarification No. 1 – Supplemental Technical Specifications, Basic Requirements, Pg. 01 00 00 – 201.50 PROJECT RECORD DOCUMENTSE. Contractor shall prepare record drawings information under the direction of aLicensed Professional Surveyor. As-Built Record Drawings shall include elevation attop of pipe, northing and easting of top of pipeline or new utility at intervals not toexceed 250 feet and at all manholes, including rim elevations, invert in, invert out.For drop manholes, as applicable both invert in pipes shall be provided. Contractorshall provide as-built survey of the newly constructed access road, not to exceed every100 feet. All culvert crossings shall be surveyed at the beginning to end. Ties to surfacefeatures for triangulation purposes in the field shall also be included. Final As-BuildRecord Drawing shall be stamped by a Licensed Professional Surveyor, tied toestablished control monuments and other reference points (including D.O.T.monuments and mile markers if available) on the New Mexico State Plane CoordinateSystem, Central Zone, NAD83/NAVD88 datum, stating combined ground-to-grid scalefactor used, equipment used and date of completion of survey.102 Grant Avenue · P.O. Box 276 · Santa Fe, New Mexico 87504-0276 · 505-986-6200 · FAX:505-995-2740 www.santafecountynm.govQuestion No. 1:Answer No. 1:Question No. 2.:Answer No. 2:The bid quantities #9, 10, and 11 for the manholes, the description includes,“interior epoxy coatings.” Please provide the specifications for these epoxycoatings.The inclusion of “interior epoxy coating” shall be struck and removed from thebid item description for Bid Items #9, 10, and 11.I would like to clarify whether Bid Items #41 through 62 are intended to bepart of an alternate. This is not specified in the bid schedule, but at the end itrequests two total amounts, which makes it unclear.Bid Items #41 to 62 from Addendum No. 3 for the Colibri Sewer Re-Route arepart of the base bid and should not be considered alternates. An updated bidform was released in Addendum No. 4, which did include alternates for thepipe material through the existing casing on sheet C-25R (released inAddendum No. 4).Additionally, the Bid Form was restructured to distinguish between bid itemsand alternates, and to clarify how the total project cost is to be calculated withboth components included.Please add this Addendum No. 5 to the original proposal documents and refer to proposal documents,hereto as such. This and all subsequent addenda will become part of any resulting contract documentsand have effects as if original issued. All other unaffected sections will have their originalinterpretation and remain in full force and effect. Responders are reminded that any questions or needfor clarification must be addressed to Tammy Jim, Procurement Specialist Senior attjim@santafecountynm.gov.102 Grant Avenue · P.O. Box 276 · Santa Fe, New Mexico 87504-0276 · 505-986-6200 · FAX:505-995-2740 www.santafecountynm.govItem No.ATTACHMENT ASanta Fe CountySR-14 Gravity Sewer InterceptorDescriptionUnitSR-14 Sewer Interceptor (C-1 to C-31)1Mobilization (75%) and Demobilization (25%), not to exceed 7%of the Base Bid2Material Testing AllowanceFurnish and install 10-inch PVC SDR-26 gravity sewer interceptor3(including all materials, labor, fittings, tracer wire, bedding,warning tape), CIPFurnish and install 8-inch PVC SDR-26 gravity sewer interceptor4(including all materials, labor, fittings, tracer wire, bedding,warningtape), CIPLSAllowLFLFFurnish and install 18-inch Diameter Jack and Bore across road5crossing, with 18" Steel Casing, including all materials, labor,fittings, carrier pipe, spacers, end seals, bore pit excavation,LFbedding, backfill, and site restoration, CIP.Trenching, Backfilling, and Compaction for new Gravity Sewer6Pipe, up to 8-ft in depth, including equipment and labor. Pipe notLFincluded. CIPTrenching, Backfilling, and Compaction for new Gravity Sewer7Pipe,from 8-ft to 12-ft in depth, including equipment and labor. PipeLFnot included. CIPTrenching, Backfilling, and Compaction for new Gravity Sewer8Pipe, from 12-ft to 16-ft in depth, including equipment and labor.Pipe notLFincluded. CIPFurnish and Install 4-ft Diameter Precast Type C ConcreteManhole, up to 8-ft in depth to invert, including cover, collar, lid,9grade adjustment rings, new sewer line connections and allEAmaterials, labor, excavation, backfill, compaction, testing, and siterestoration, CIP.Furnish and Install 4-ft Diameter Precast Type C ConcreteManhole, from 8-ft to 12-ft in depth to invert, including cover,10 collar, lid, grade adjustment rings, new sewer line connections and EAall materials, labor, excavation, backfill, compaction, testing, andsite restoration, CIP.Revised: 03/30/2026Est.QuantityUnit PriceTotal Price1117200$ 200,000.00 $ 200,000.004301206505104656601732Furnish and Install 4-ft Diameter Precast Type C ConcreteManhole, from 12-ft to 16-ft in depth to invert, including cover,11 collar, lid, grade adjustment rings, new sewer line connections and EA6all materials, labor, excavation, backfill, compaction, testing, andsite restoration, CIP.Furnish and Install 8-inch PVC SDR-26 stubout for future12connection, including all material, caps, fittings, labor, trenching,tracer wire, bedding, warning tape, backfilling, compaction, andEAsite restoration, CIP.13Connect New Gravity Sewer Line to Existing Manhole, includingall materials, labor, piping, fittings, trenching, and backfill, CIP.EA14Connect Existing Gravity Sewer Line to New Manhole, includingall materials, labor, piping, fittings, trenching, and backfill, CIPEA15New Sewer Line Testing, including CCTV Inspection, AirTesting, and Mandrel Test, Complete.LF16Temporary bypass pumping for connection to existing sewermanhole, CIPLSRemove and replace existing asphalt to match existing grade,including 12-inch subgrade preparation, 6-inch basecourse, 6-inch17 Asphalt Pavement HMA PIV, all materials, labor, saw-cutting and SYdisposal ofmaterial, CIP.18 Traffic ControlLS19Construction Staking, including pipe alignments, appurtenances,and surveyed as-builts, CIP.LS20 Preparation and implementation of SWPPPLSSR-14 Access and Maintenance Road (RD-3 to RD-22)21 Site Clearing and Grubbing, completeACFill, construction, incl. excavation, placement , compaction of22 unclassified material, over 2 ft. deep, and removal & disposal ofCYexcess material per NMDOT 203000, CIP.23 Subgrade Preparation, CIP.SY24 Furnish and install Base Course 6", CIP.SY25Furnish and install Drivepad, 6" thick, Portland Cement Concrete,incl. subgrade compaction, CIP.SY26Furnish and install Curb & Gutter, Standard, Portland CementConcrete, incl. subgrade preparation, CIP.LF27Remove, dispose & replace existing Curb & Gutter, PC Concrete,CIP.LF28 Remove and dispose of Existing Sidewalk, 4" PC Concrete, CIP.SY29 Remove & replace Existing Fence, match in-kind, CIP.LF30Furnish and install Pipe Gate, 12' wide, incl. all attachments,hardware & anchor posts, CIP.EA31Furnish and install Pipe Gate, 20' wide, incl. all attachments,hardware & anchor posts, CIP.EA32 Furnish and install Reinf. Concrete for Minor Structures, CIP.CY33Furnish and install 18" Culvert Pipe per NMDOT 570018, incl.trench & compacted backfill to 6' depth, CIP.LF34Furnish and install 18" Culvert Pipe End Section per NMDOT570019, CIP.EA312177501865111113400153441534415242261902151101235Furnish and install 24" Culvert Pipe per NMDOT 570024, incl.trench & compacted backfill to 6' depth, CIP.36Furnish and install 24" Culvert Pipe End Section per NMDOT570025, CIP.37Furnish and install 30" Culvert Pipe per NMDOT 570030, incl.trench & compacted backfill to 6' depth, CIP.38Furnish and install 30" Culvert Pipe End Section per NMDOT570031, CIP.39 Furnish and install Riprap Class A, per NMDOT 602000, CIP.40 Furnish and install Seeding, Class "A", native, CIP.Colibri Sewer Re-Route40Mobilization (75%) and Demobilization (25%), not to exceed 7%of the Base Bid41 Material Testing Allowance42 Utility Relocation Allowance43 Traffic Control44 Temporary Bypass BumpingFurnish and install 12-inch PVC SDR-35 gravity sewer interceptor45 (including all materials, labor, fittings, tracer wire, bedding,warning tape), CIP.Furnish and install 8-inch PVC SDR-35 gravity sewer interceptor46 (including all materials, labor, fittings, tracer wire, bedding,warning tape), CIP.Trenching, Backfilling, and Compaction for new Gravity Sewer47 Pipe, up to 8-ft in depth, including equipment and labor. Pipe notincluded. CIP.Trenching, Backfilling, and Compaction for new Gravity Sewer48 Pipe, from 8-ft to 12-ft in depth, including equipment and labor.Pipe not included. CIP.Trenching, Backfilling, and Compaction for new Gravity Sewer49 Pipe, from 12-ft to 16-ft in depth, including equipment and labor.Pipe not included. CIP.Trenching, Backfilling, and Compaction for new Gravity Sewer50 Pipe, from 16-ft to 20-ft in depth, including equipment and labor.Pipe not included. CIP.51Concrete encasement of 12" SDR 35 PVC sewer line, complete inplace, including reinforcement.Furnish and Install 4-ft Diameter Precast Type C ConcreteManhole, from 8-ft to 12-ft in depth to invert, including cover,52 collar, lid, grade adjustment rings, interior epoxy coatings, newsewer line connections and all materials, labor, excavation,backfill, compaction, testing, and site restoration, CIP.LFEALFEACYACLSAllowAllowLSLSLFLFLFLFLFLFLFEAFurnish and Install 4-ft Diameter Precast Type C ConcreteManhole, from 12-ft to 16-ft in depth to invert, including cover,53 collar, lid, grade adjustment rings, interior epoxy coatings, newEAsewer line connections and all materials, labor, excavation,backfill, compaction, testing, and site restoration, CIP.504181308111111736$ 15,000.00$ 10,000.00$ 15,000.00$ 10,000.0040154367124119170111
- Commodity Codes
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- NAICS 236220Commercial and Institutional Building Construction
- NAICS 237990Other Heavy and Civil Engineering Construction
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Bid Due: 7/16/2026