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Marshall Harmon

Marshall Harmon

1168 INDUSTRIAL ST.
REDDING, CA 96002

(530) 223-6605

(530) 223-3879

Roadway Excavation, Aggregate Base, Hot Mix Asphalt, Guardrail

02-0H6304

CalTrans

Susanville, Lassen County, CA

06/05/2018 at 02:00

LEAD COMPLIANCE PLAN, PROGRESS SCHEDULE (CRITICAL PATH METHOD), DEVELOP WATER SUPPLY
CONSTRUCTION AREA SIGNS, TRAFFIC CONTROL SYSTEM
PORTABLE CHANGEABLE MESSAGE SIGN (LS), JOB SITE MANAGEMENT, PREPARE STORM WATER POLLUTION PREVENTION PLAN, RAIN EVENT ACTION PLAN, STORM WATER SAMPLING AND ANALYSIS DAY, STORM WATER ANNUAL REPORT, TEMPORARY HYDRAULIC MULCH (BONDED FIBER MATRIX), TEMPORARY CONCRETE WASHOUT, TREATED WOOD WASTE, CONTRACTOR-SUPPLIED BIOLOGIST (DAY), TEMPORARY HIGH-VISIBILITY FENCE, CLEARING AND GRUBBING (LS), DUST PALLIATIVE, ROADWAY EXCAVATION, SHOULDER BACKING, DITCH EXCAVATION, DUFF (SQFT), ROLLED EROSION CONTROL PRODUCT (NETTING)(FLAP), HYDROMULCH, HYDROMULCH (FRM), FIBER ROLLS, HYDROSEED, HYDROSEED (HBGM), COMPOST (CY), SOIL TESTING, INCORPORATE MATERIALS, PERMANENT EROSION CONTROL ESTABLISHMENT WORK, FINISHING ROADWAY, CLASS 2 AGGREGATE BASE (CY), HOT MIX ASPHALT (TYPE A), PLACE HOT MIX ASPHALT DIKE (TYPE A), PLACE HOT MIX ASPHALT DIKE (TYPE C), PLACE HOT MIX ASPHALT DIKE (TYPE E), PLACE HOT MIX ASPHALT (MISCELLANEOUS AREA), TACK COAT, COLD PLANE ASPHALT CONCRETE PAVEMENT, STRUCTURAL CONCRETE, HEADWALL, STRUCTURAL CONCRETE, DRAINAGE INLET, MINOR CONCRETE (MINOR STRUCTURE), 18" ALTERNATIVE PIPE CULVERT, 24" ALTERNATIVE PIPE CULVERT, 36" ALTERNATIVE PIPE CULVERT, 18" CORRUGATED STEEL PIPE (.109" THICK), 24" CORRUGATED STEEL PIPE (.109" THICK), 36" CORRUGATED STEEL PIPE (.168" THICK), 18" CORRUGATED STEEL PIPE DOWNDRAIN (.109" THICK), 24" CORRUGATED STEEL PIPE DOWNDRAIN (.109" THICK), 18" ANCHOR ASSEMBLY, 24" ANCHOR ASSEMBLY, 36" CORRUGATED STEEL PIPE INLET (.168" THICK), 18" ALTERNATIVE FLARED END SECTION, ABANDON CULVERT (LF), REMOVE CULVERT (LF), REMOVE DOWNDRAIN (EA), REMOVE INLET, SAND BACKFILL, ROCK SLOPE PROTECTION (3T, CLASS X, METHOD A), ROCK SLOPE PROTECTION (1/4 T, CLASS V, METHOD B) (CY), ROCK SLOPE PROTECTION (60 LB, CLASS II, METHOD B) (CY), ROCK SLOPE PROTECTION (20 LB, CLASS I, METHOD B) (CY), ROCK SLOPE PROTECTION FABRIC (CLASS 8), MINOR CONCRETE (MISCELLANEOUS CONSTRUCTION), MISCELLANEOUS IRON AND STEEL, OBLITERATE SURFACING, DELINEATOR (CLASS 2), MILEPOST MARKER, MARKER (CULVERT), OBJECT MARKER (TYPE L-1), REMOVE MARKER, REMOVE ROADSIDE SIGN, ROADSIDE SIGN - ONE POST, FURNISH SINGLE SHEET ALUMINUM SIGN (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI), RETROREFLECTIVE SHEETING (TYPE XI), MIDWEST GUARDRAIL SYSTEM (STEEL POST), CABLE RAILING, END ANCHOR ASSEMBLY (TYPE SFT), END ANCHOR ASSEMBLY (TYPE B), ALTERNATIVE IN-LINE TERMINAL SYSTEM, REMOVE GUARDRAIL, 6" THERMOPLASTIC TRAFFIC STRIPE, 8" THERMOPLASTIC TRAFFIC STRIPE, THERMOPLASTIC PAVEMENT MARKING, MOBILIZATION

STIMPEL-WIEBELHAUS ASSOCIATES, INC. (SWA) WILL WORK WITH INTERESTED SUBCONTRACTORS TO IDENTIFY OPPORTUNITIES TO BREAK DOWN ITEMS INTO ECONOMICALLY FEASIBLE PACKAGES TO ENCOURAGE MINORITY CONTRACTOR PARTICIPATION.
SWA IS A UNION SIGNATORY CONTRACTOR AND SUBS SHALL BE REQUIRED TO BE OR TO SIGN AN APPROVED ONE TIME TERMS/CONDITIONS AGREEMENT
PLANS AND SPECIFICATIONS ARE AVAILABLE FOR VIEWING AT OUR OFFICE OR CAN BE DOWNLOADED FROM THE OWNERS WEBSITE. PLEASE CONTACT SWA FOR ANY FUTHER ASSISTANCE AND IF ANY HELP IS NEEDDED IN OBTAINING BONDING, INSURANCE, EQUIPMENT, MATERIALS, OR SUPPLIES
SWA INTENDS TO WORK COOPERATIVELY WITH ALL QUALIFIED FIRMS SEEKING TO WORK ON THIS PROJECT.
WE ARE AN EQUAL OPPORTUNITY EMPLOYER AND WILL CONSIDER ANY AND ALL BIDS THAT MAY BE SUBMITTED