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Advertisement date: September 13th, 2017 @ 10:41 a.m. through bid opening date

 

General work description: Replace and rehabilitate culverts, and construct RSP


The Department will receive sealed bids for : CONSTRUCTION ON STATE HIGHWAY IN TRINITY
COUNTY NEAR WEAVERVILLE AT VARIOUS LOCATIONS FROM 0.1 MILE NORTH OF EAST WEAVER CREEK ROAD TO 0.4 MILE NORTH OF RUSH CREEK CAMPGROUND ROAD.

District-County-Route-Post Mile: 02-Tri-3-32.8/39.8


Contract No.02-4G2504

http://www.dot.ca.gov/des/oe/weekly-ads/specs-ntb.php?c=02-4G2504


The Contractor must have either a Class A license or any combination of the following Class C licenses which constitutes a majority of the work: C-12, C-36.


DBE goal is 10%


Base Bid: $1,950,000.

100 Working Days

This project is looking for the following trades including but not limited to:LEAD COMPLIANCE PLAN, 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 FIBER ROLL, TEMPORARY CONCRETE WASHOUT, CONTRACTOR-SUPPLIED BIOLOGIST (LS), ROADWAY EXCAVATION, DITCH EXCAVATION, ROADSIDE CLEARING,BONDED FIBER MATRIX (SQFT), ROLLED EROSION CONTROL PRODUCT (NETTING), FIBER REINFORCED MATRIX, HYDRAULIC GROWTH MEDIUM, COMPOST SOCK, COMPOST (CY), INCORPORATE MATERIALS, CLASS 2 AGGREGATE BASE (CY), HOT MIX ASPHALT (TYPE A), PLACE HOT MIX ASPHALT DIKE (TYPE A), PLACE HOT MIX ASPHALT (MISCELLANEOUS AREA), STRUCTURAL CONCRETE, HEADWALL, STRUCTURAL CONCRETE, DRAINAGE INLET, BAR REINFORCING STEEL, 18" ALTERNATIVE PIPE CULVERT, 24" ALTERNATIVE PIPE CULVERT, 24" CORRUGATED STEEL PIPE (.138" THICK), 17" X 13" CORRUGATED STEEL PIPE ARCH (.079"THICK), 24" CORRUGATED STEEL PIPE DOWNDRAIN (.138" THICK), FLUME DOWNDRAIN (24"), 24" ANCHOR ASSEMBLY, 24" FLUME ANCHOR ASSEMBLY, 48" CORRUGATED STEEL PIPE RISER (.079" THICK), DEBRIS RACK CAGE, 24" STEEL FLARED END SECTION, 24" ALTERNATIVE FLARED END SECTION,36"ALTERNATIVE FLARED END SECTION, 17" X 13" STEEL FLARED END PIPE ARCH SECTION, 36" PRECAST CONCRETE PIPE INLET, ABANDON CULVERT (LF), REMOVE OVERSIDE DRAIN, REMOVE CULVERT (LF), REMOVE INLET, REMOVE RISER, REMOVE HEADWALL, 21" ALTERNATIVE PIPELINER, 24" ALTERNATIVE PIPELINER, CLEANING, INSPECTING, AND PREPARING CULVERT (LF), SAND BACKFILL, SMALL-ROCK SLOPE PROTECTION, ROCK SLOPE PROTECTION (1/4 T, CLASS V, METHOD B) (CY), ROCK SLOPE PROTECTION (150 LB, CLASS III, 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), MISCELLANEOUS IRON AND STEEL, 36" ALTERNATIVE TRENCHLESS CULVERT, 60" ALTERNATIVE TRENCHLESS CULVERT, MARKER (CULVERT), RESET ROADSIDE SIGN, CABLE RAILING, MAINTAINING EXISTING TRAFFIC MANAGEMENT SYSTEM ELEMENTS DURING CONSTRUCTION, MOBILIZATION

 

Published on September13th, 2017 @ 10:41 a.m. by Contractor’s Estimate, Inc.
Located at http://www.contractorsestimate.com

This advertisement will run until the bid date

 
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