Reference: 10-0J7204, Fed #ACST-X003(032)E
10-0J7204 Replace Culverts, Cold Plane AC Pavement and Overlay with HMA, Bear Valley, CA
In ALPINE COUNTY AT AND NEAR BEAR VALLEY ON ROUTE 4 FROM ALPINE COUNTY LINE TO 0.2 MILE EAST OF EAT CARSON RIVER BRIDGE AND ON ROUTE 89 AT 0.1 MILE NORTH OF CLOSURE GATE

Owner: State of California Department of Transportation: (CALTRANS/CADOT) CA

Bid Date:  12/03/2025 at 02:00pm

We are requesting bids for the following trades and/or material suppliers:
Road and Highway Builders, LLC. (RHB) is requesting quotes from all qualified subcontractors, suppliers, and trucking firms for ALL Bid Items: LEAD COMPLIANCE PLAN; LEVEL 2 CRITICAL PATH METHOD SCHEDULE; TIME-RELATED OVERHEAD; DISPUTE RESOLUTION BOARD ON-SITE MEETING; HOURLY OFF-SITE DISPUTE-RESOLUTION-BOARD-RELATED TASKS; CONSTRUCTION AREA SIGNS; TRAFFIC CONTROL SYSTEM; STATIONARY IMPACT ATTENUATOR VEHICLE; TEMPORARY TRAFFIC STRIPE (TAPE); TEMPORARY PAVEMENT MARKING (TAPE); CHANNELIZER (SURFACE MOUNTED); PORTABLE RADAR SPEED FEEDBACK SIGN SYSTEM; PORTABLE SIGNAL SYSTEMS; TEMPORARY BARRIER SYSTEM (MASH TL-3); PORTABLE CHANGEABLE MESSAGE SIGN; TEMPORARY CRASH CUSHION TL-3; TEMPORARY RADAR SPEED FEEDBACK SIGN SYSTEM; JOB SITE MANAGEMENT; STORMWATER POLLUTION PREVENTION PLAN; STORMWATER SAMPLING AND ANALYSIS DAY; STORMWATER ANNUAL REPORT; MOVE-IN/MOVE-OUT (TEMPORARY EROSION CONTROL); TEMPORARY HYDRAULIC MULCH (BONDED FIBER MATRIX); TEMPORARY CHECK DAM; TEMPORARY DRAINAGE INLET PROTECTION; TEMPORARY FIBER ROLL; TEMPORARY SILT FENCE; TEMPORARY CONSTRUCTION ENTRANCE; STREET SWEEPING; TEMPORARY CONCRETE WASHOUT; WATER QUALITY SAMPLING AND ANALYSIS; WATER QUALITY MONITORING REPORT; WATER QUALITY ANNUAL REPORT; TEMPORARY CREEK DIVERSION SYSTEMS; ASBESTOS COMPLIANCE PLAN; ADL BURIAL LOCATION REPORT; TREATED WOOD WASTE; CONTRACTOR-SUPPLIED BIOLOGIST; NATURAL RESOURCE PROTECTION PLAN; INVASIVE SPECIES CONTROL; TEMPORARY HIGH-VISIBILITY FENCE; CLEARING AND GRUBBING; ROADWAY EXCAVATION; ROADWAY EXCAVATION (TOPSOIL); SHOULDER BACKING; DITCH EXCAVATION; EMBANKMENT; ROADSIDE CLEARING; MOVE-IN/MOVE-OUT (EROSION CONTROL); BONDED FIBER MATRIX; HYDROMULCH; FIBER ROLLS; HYDROSEED; COMPOST; INCORPORATE MATERIALS; CLASS 2 AGGREGATE BASE; HOT MIX ASPHALT (TYPE A); HOT MIX ASPHALT (LEVELING); PLACE HOT MIX ASPHALT DIKE (TYPE A); PLACE HOT MIX ASPHALT (MISCELLANEOUS AREA); TACK COAT; REMOVE ASPHALT CONCRETE DIKE; COLD PLANE ASPHALT CONCRETE PAVEMENT; (F) - STRUCTURAL CONCRETE, BARRIER SLAB; (F) - STRUCTURAL CONCRETE, BOX CULVERT; STRUCTURAL CONCRETE, BOX CULVERT (WITH ANIMAL SHELVING); (F) - STRUCTURAL CONCRETE, HEADWALL; (F) - STRUCTURAL CONCRETE, DRAINAGE; CLEAN EXPANSION JOINT; JOINT SEAL (MR 1"); (F) - BAR REINFORCING STEEL (BOX CULVERT); PUBLIC SAFETY PLAN; RAPID SETTING CONCRETE (PATCH); REMOVE ASPHALT CONCRETE SURFACING; REMOVE UNSOUND CONCRETE; PREPARE CONCRETE BRIDGE DECK SURFACE; FURNISH POLYESTER CONCRETE OVERLAY; (F) - PLACE POLYESTER CONCRETE OVERLAY; (F) - CONCRETE BACKFILL (PIPE TRENCH); STRESS REDUCING SLAB; 18" REINFORCED CONCRETE PIPE; 24" REINFORCED CONCRETE PIPE; 30" REINFORCED CONCRETE PIPE; 36" REINFORCED CONCRETE PIPE; 42" REINFORCED CONCRETE PIPE; 48" REINFORCED CONCRETE PIPE; FLUME DOWNDRAIN; TAPERED INLET; FLUME ANCHOR ASSEMBLY; 18" CONCRETE FLARED END SECTION; 24" CONCRETE FLARED END SECTION; 36" CONCRETE FLARED END SECTION; ABANDON CULVERT; REMOVE CULVERT; REMOVE INLET; REMOVE HEADWALL; REMOVE ASPHALT CONCRETE OVERSIDE DRAIN; REMOVE FLARED END SECTION; ROCK SLOPE PROTECTION (150 LB, CLASS III, METHOD B); ROCK SLOPE PROTECTION (60 LB, CLASS II, METHOD B); ROCK SLOPE PROTECTION FABRIC (CLASS 8); (F) - MISCELLANEOUS IRON AND STEEL; PREPARE STORMWATER POLLUTION PREVENTION PLAN; MARKER (CULVERT); REMOVE ROADSIDE SIGN MOUNTED ON MAST ARM; REMOVE ROADSIDE SIGN; FURNISH SINGLE SHEET ALUMINUM SIGN (0.063"-UNFRAMED); FURNISH SINGLE SHEET ALUMINUM SIGN (0.080"-UNFRAMED); FURNISH SINGLE SHEET ALUMINUM SIGN (0.063"-FRAMED); FURNISH SINGLE SHEET ALUMINUM SIGN (0.080"-FRAMED); ROADSIDE SIGN - ONE POST; ROADSIDE SIGN - TWO POST; MIDWEST GUARDRAIL SYSTEM (8' STEEL POST); TRANSITION RAILING (TYPE AGT); ALTERNATIVE IN-LINE TERMINAL TL-3; BURIED POST END ANCHOR (TYPE B-S); ALTERNATIVE CRASH CUSHION TL-3; CONCRETE BARRIER (TYPE 60MS); (F) - CONCRETE BARRIER TRANSITION; REMOVE GUARDRAIL; PAINT TRAFFIC STRIPE (2-COAT); PAINT PAVEMENT MARKING (2-COAT); REMOVE PAINTED TRAFFIC STRIPE; CONTRAST STRIPE PAINT (1-COAT); MODIFYING TRAFFIC MONITORING STATIONS; and MOBILIZATION.

Bid documents can be viewed at or obtained from:
CALTRANS WEBSITE UNDER PROJECT 10-0J7204. 

Road and Highway Builders, LLC (RHB) is an Equal Opportunity Employer and is signatory to Operating Engineers, Laborers, Teamsters, Cement Masons, and Carpenters Unions. 100% Performance and Payment Bonds required for the full amount of the subcontract price. Subcontractors must possess a current Contractor's License, DIR Registration Number, Certificate of Insurance, and Workers' Compensation coverage meeting RHB's requirements, and will be required to sign the standard RHB subcontract agreement. A copy of the insurance requirements and agreement can be obtained by contacting the estimator. Please call if you need assistance in obtaining bonding, insurance, equipment, materials, and/or supplies. RHB intends to work cooperatively with all qualified firms seeking work on this project.

Road & Highway Builders, LLC.
950 E. Mustang Rd.
Sparks, NV 89434
Phone: 775-852-7283
Email: [email protected]
Sherry Cuellar

Published 10/10/2025 on
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