Listing for all primes seeking assistance with project 02-4C40V4. 6 results found.
Contractor: Golden State Bridge, Inc. Contact: David Riccitiello
Address: 3701 Mallard Drive Benicia, CA 94510
Phone: 925-372-8000 Fax: 925-372-8001 Email: dave@gsbridge.com
Services needed: LEAD COMPLIANCE PLAN, PROGRESS SCHEDULE (CRITICAL PATH METHOD), TIME-RELATED OVERHEAD (LS), DEVELOP WATER SUPPLY, CONSTRUCTION AREA SIGNS, TRAFFIC CONTROL SYSTEM, TYPE III BARRICADE, TEMPORARY PAVEMENT MARKING (PAINT), TEMPORARY TRAFFIC STRIPE (PAINT), CHANNELIZER (SURFACE MOUNTED), TEMPORARY PAVEMENT MARKER, TEMPORARY PEDESTRIAN ACCESS ROUTE, PORTABLE CHANGEABLE MESSAGE SIGN (LS), PORTABLE SPEED FEEDBACK SIGN, TEMPORARY RAILING (TYPE K), ALTERNATIVE TEMPORARY CRASH CUSHION SYSTEM, TEMPORARY CRASH CUSHION MODULE, JOB SITE MANAGEMENT, PREPARE STORM WATER POLLUTION PREVENTION PLAN, RAIN EVENT ACTION PLAN, STORM WATER SAMPLING AND ANALYSIS DAY, STORM WATER ANNUAL REPORT, MOVE-IN/MOVE-OUT (TEMPORARY EROSION CONTROL), TEMPORARY HYDRAULIC MULCH, TEMPORARY SOIL BINDER, TEMPORARY CHECK DAM, TEMPORARY DRAINAGE INLET PROTECTION, TEMPORARY FIBER ROLL, TEMPORARY GRAVEL BAG BERM, TEMPORARY SILT FENCE, TEMPORARY CONSTRUCTION ENTRANCE, STREET SWEEPING, TEMPORARY CONCRETE WASHOUT, WATER QUALITY SAMPLING AND ANALYSIS DAY, WATER QUALITY MONITORING REPORT, WATER QUALITY ANNUAL REPORT, TEMPORARY CREEK DIVERSION SYSTEMS, ASBESTOS COMPLIANCE PLAN, TREATED WOOD WASTE, CONTRACTOR-SUPPLIED BIOLOGIST (LS), INVASIVE SPECIES PREVENTION, BAT AND BIRD EXCLUSION DEVICE, REMOVE CONCRETE (CY), TEMPORARY HIGH-VISIBILITY FENCE, CLEARING AND GRUBBING (LS), DUST PALLIATIVE, ROADWAY EXCAVATION, SHOULDER BACKING, STRUCTURE EXCAVATION (BRIDGE), STRUCTURE EXCAVATION (TYPE D), STRUCTURE EXCAVATION (RETAINING WALL), STRUCTURE BACKFILL (BRIDGE), STRUCTURE BACKFILL (RETAINING WALL), DITCH EXCAVATION, IMPORTED BORROW (CY), SUBGRADE ENHANCEMENT GEOTEXTILE, CLASS A1, REINFORCED EMBANKMENT, ROADSIDE CLEARING, ROCK BLANKET, CULTIVATION, SOIL AMENDMENT, PACKET FERTILIZER, SLOW-RELEASE FERTILIZER, PLANT (GROUP A), PLANT (GROUP B), SOD, MAINTAIN EXISTING PLANTED AREAS, PLANT ESTABLISHMENT WORK, WOOD MULCH, EDGING, CHECK AND TEST EXISTING IRRIGATION FACILITIES, OPERATE EXISTING IRRIGATION FACILITIES, REMOVE IRRIGATION FACILITY, CONTROL AND NEUTRAL CONDUCTORS, 1" REMOTE CONTROL VALVE, 1 1/4" REMOTE CONTROL VALVE, 1 1/2" REMOTE CONTROL VALVE, 2" WYE STRAINER ASSEMBLY, GARDEN VALVE ASSEMBLY, POP-UP SPRINKLER ASSEMBLY (GEAR DRIVEN), RISER SPRINKLER ASSEMBLY, 2" GATE VALVE, 2 1/2" GATE VALVE, 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LINE), 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LINE), 1 1/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LINE), 1 1/2" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LINE), 2" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LINE), 2 1/2" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LINE), 6" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LINE), 8" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LINE), 8" CORRUGATED HIGH DENSITY POLYETHYLENE PIPE CONDUIT, ROLLED EROSION CONTROL PRODUCT (NETTING), HYDROMULCH, HYDROMULCH (FRM), HYDROSEED, HYDROSEED (HBGM), HYDROSEED (FRM), COMPOST (CY), INCORPORATE MATERIALS, FINISHING ROADWAY, CLASS 2 AGGREGATE BASE (CY), PREPAVING INERTIAL PROFILER, REPLACE ASPHALT CONCRETE SURFACING, HOT MIX ASPHALT (TYPE A), HOT MIX ASPHALT (TYPE A) (PG 64-10 RICH BOTTOM) WITH LIME TREATMENT, HOT MIX ASPHALT (TYPE A) (PG 64-10) WITH LIME TREATMENT, RUBBERIZED HOT MIX ASPHALT (GAP GRADED), HOT MIX ASPHALT-OPEN GRADED (OPEN GRADED FRICTION COURSE), RUBBERIZED HOT MIX ASPHALT-OPEN GRADED (OPEN GRADED FRICTION COURSE), DATA CORE, PLACE HOT MIX ASPHALT DIKE (TYPE C), PLACE HOT MIX ASPHALT DIKE (TYPE E), PLACE HOT MIX ASPHALT DIKE (TYPE F), PLACE HOT MIX ASPHALT (MISCELLANEOUS AREA), TACK COAT, REMOVE ASPHALT CONCRETE PAVEMENT (SQFT), REMOVE ASPHALT CONCRETE DIKE, COLD PLANE ASPHALT CONCRETE PAVEMENT, GRIND EXISTING BRIDGE DECK, FURNISH STEEL PILING (HP 14 X 89), DRIVE STEEL PILE (HP 14 X 89), FURNISH 24" STEEL PIPE PILING, DRIVE 24" STEEL PIPE PILE, 66" PERMANENT STEEL CASING, 24" CAST-IN-DRILLED-HOLE CONCRETE PILING, 60" CAST-IN-DRILLED-HOLE CONCRETE PILING, 66" CAST-IN-DRILLED-HOLE CONCRETE PILING, 96" CAST-IN-DRILLED-HOLE CONCRETE PILING, 60" CAST-IN-DRILLED-HOLE CONCRETE PILE (SIGN FOUNDATION), STRUCTURAL CONCRETE, BRIDGE FOOTING, STRUCTURAL CONCRETE, BRIDGE, STRUCTURAL CONCRETE, BRIDGE (POLYMER FIBER), STRUCTURAL CONCRETE, RETAINING WALL, STRUCTURAL CONCRETE, APPROACH SLAB (TYPE N), STRUCTURAL CONCRETE, HEADWALL, STRUCTURAL CONCRETE, DRAINAGE INLET, MINOR CONCRETE (MINOR STRUCTURE), PAVING NOTCH EXTENSION, DRILL AND BOND DOWEL, CLEAN EXPANSION JOINT, FURNISH PRECAST PRESTRESSED CONCRETE GIRDER (20'-30'), FURNISH PRECAST PRESTRESSED CONCRETE GIRDER (30'-40'), FURNISH PRECAST PRESTRESSED CONCRETE GIRDER (40'-50'), FURNISH PRECAST PRESTRESSED CONCRETE GIRDER (60'-70'), FURNISH PRECAST PRESTRESSED CONCRETE WIDE FLANGE GIRDER (110'-120'), FURNISH PRECAST PRESTRESSED CONCRETE WIDE FLANGE GIRDER (130'-140'), FURNISH PRECAST PRESTRESSED CONCRETE WIDE FLANGE GIRDER (150'-160'), ERECT PRECAST PRESTRESSED CONCRETE GIRDER, BONDED JOINT SEAL (MR 1"), BONDED JOINT SEAL (MR 2"), JOINT SEAL (MR 1"), BAR REINFORCING STEEL (BRIDGE), BAR REINFORCING STEEL (RETAINING WALL), BAR REINFORCING STEEL (HEADWALL), BAR REINFORCING STEEL (GALVANIZED), HEADED BAR REINFORCEMENT, HEADED BAR REINFORCEMENT (GALVANIZED), ASPHALT MEMBRANE WATERPROOFING, FURNISH SIGN STRUCTURE (BRIDGE MOUNTED WITH WALKWAY), INSTALL SIGN STRUCTURE (BRIDGE MOUNTED WITH WALKWAY), FURNISH SIGN STRUCTURE (TUBULAR), INSTALL SIGN STRUCTURE (TUBULAR), FURNISH SIGN STRUCTURE (TRUSS), INSTALL SIGN STRUCTURE (TRUSS), REMOVE SIGN STRUCTURE (EA), PUBLIC SAFETY PLAN, REMOVE POLYESTER CONCRETE OVERLAY, PREPARE CONCRETE BRIDGE DECK SURFACE, FURNISH POLYESTER CONCRETE OVERLAY, PLACE POLYESTER CONCRETE OVERLAY, BRIDGE REMOVAL, LOCATION A, BRIDGE REMOVAL, LOCATION B, BRIDGE REMOVAL (PORTION), LOCATION A, BRIDGE REMOVAL (PORTION), LOCATION B, BRIDGE REMOVAL (PORTION), LOCATION C, BRIDGE REMOVAL (PORTION), LOCATION D, COLUMN CASING, 18" TEMPORARY CULVERT, 4" PLASTIC PIPE, 36" PERFORATED PLASTIC PIPE, 48" PERFORATED PLASTIC PIPE, 60" PERFORATED PLASTIC PIPE, 18" REINFORCED CONCRETE PIPE, 24" REINFORCED CONCRETE PIPE, 42" REINFORCED CONCRETE PIPE, 14"X23" OVAL SHAPED REINFORCED CONCRETE PIPE, 8" CORRUGATED STEEL PIPE (.064" THICK), 18" POLYMERIC SHEET COATED CORRUGATED STEEL PIPE (.109" THICK), 24" POLYMERIC SHEET COATED CORRUGATED STEEL PIPE (.138" THICK), 60" POLYMERIC SHEET COATED STEEL SPIRAL RIB PIPE (.109" THICK), PULL BOX (OBSERVATION WELL), 8" PERFORATED STEEL PIPE UNDERDRAIN (.064" THICK), CLASS 6 PERMEABLE MATERIAL, CLASS D FILTER FABRIC, 18" POLYMERIC SHEET COATED CORRUGATED STEEL PIPE DOWNDRAIN (.109" THICK), 24" POLYMERIC SHEET COATED CORRUGATED STEEL PIPE DOWNDRAIN (.138" THICK), FLUME DOWNDRAIN, TAPERED INLET, ANCHOR ASSEMBLY, FLUME ANCHOR ASSEMBLY, DRAINAGE INLET MARKER, GRATED LINE DRAIN, 12" WELDED STEEL PIPE CASING (BRIDGE), 18" CONCRETE FLARED END SECTION, 24" CONCRETE FLARED END SECTION, 42" CONCRETE FLARED END SECTION, 36" PRECAST CONCRETE PIPE INLET, 18" TEMPORARY RISER, ABANDON CULVERT (LF), ABANDON INLET, ABANDON RISER, REMOVE CULVERT (LF), REMOVE DOWNDRAIN (EA), REMOVE INLET, REMOVE HEADWALL, REMOVE FLARED END SECTION (EA), RECONSTRUCT INLET, ADJUST INLET, ADJUST MANHOLE TO GRADE, MODIFY INLET, CAP RISER, SAND BACKFILL, SMALL-ROCK SLOPE PROTECTION (4" THICK), SMALL-ROCK SLOPE PROTECTION (7" THICK), SLOPE PAVING (CONCRETE), ROCK SLOPE PROTECTION (3/8 T, CLASS VI, METHOD B) (CY), ROCK SLOPE PROTECTION (1/4 T, CLASS V, METHOD B) (CY), ROCK SLOPE PROTECTION (60 LB, CLASS II, METHOD B) (CY), ROCK SLOPE PROTECTION (RIVER COBBLE), BOULDER, RESET ROCK SLOPE PROTECTION, ROCK SLOPE PROTECTION FABRIC (CLASS 8), MINOR CONCRETE (MISCELLANEOUS CONSTRUCTION), MINOR CONCRETE (CURB AND GUTTER), MINOR CONCRETE (CONCRETE MOW STRIP), MINOR CONCRETE (SIDEWALK), MISCELLANEOUS IRON AND STEEL, RISER SAFETY CAGE, BRIDGE DECK DRAINAGE SYSTEM, TEMPORARY FENCE (TYPE CL-6), CHAIN LINK FENCE (TYPE CL-6), REMOVE FENCE, REMOVE PAVEMENT MARKER, DELINEATOR (CLASS 1), PAVEMENT MARKER (RETROREFLECTIVE), MILEPOST MARKER, MARKER (CULVERT), CULVERT MARKER (BARRIER MOUNTED), OBJECT MARKER (TYPE L), REMOVE MARKER, REMOVE ROADSIDE SIGN (WOOD POST), REMOVE ROADSIDE SIGN (METAL POST), REMOVE ROADSIDE SIGN (STRAP AND SADDLE BRACKET METHOD), FURNISH SINGLE SHEET ALUMINUM SIGN (0.063"-UNFRAMED), FURNISH SINGLE SHEET ALUMINUM SIGN (0.063"-FRAMED), ROADSIDE SIGN - ONE POST, ROADSIDE SIGN - TWO POST, INSTALL SIGN (STRAP AND SADDLE BRACKET METHOD), INSTALL SIGN PANEL ON EXISTING FRAME, INSTALL ROADSIDE SIGN (LAMINATED WOOD BOX POST), FURNISH LAMINATED PANEL SIGN (1"-TYPE A) FOR RETROREFLECTIVE SHEETING (TYPE XI), FURNISH LAMINATED PANEL SIGN (1"-TYPE B) FOR RETROREFLECTIVE SHEETING (TYPE XI), FURNISH LAMINATED PANEL SIGN (2 1/2"-TYPE B) FOR RETROREFLECTIVE SHEETING (TYPE XI), FURNISH SINGLE SHEET ALUMINUM SIGN (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI), FURNISH SINGLE SHEET ALUMINUM SIGN (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI), FURNISH SINGLE SHEET ALUMINUM SIGN (0.063"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI), FURNISH SINGLE SHEET ALUMINUM SIGN (0.080"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI), RETROREFLECTIVE SHEETING (TYPE XI), MIDWEST GUARDRAIL SYSTEM (STEEL POST), MIDWEST GUARDRAIL SYSTEM (7' POST), VEGETATION CONTROL (MINOR CONCRETE), RAIL ELEMENT WALL, CHAIN LINK RAILING (TYPE 6 MODIFIED), DOUBLE MIDWEST GUARDRAIL SYSTEM (STEEL POST), DOUBLE THRIE BEAM BARRIER, CABLE RAILING, TRANSITION RAILING (TYPE DTB), TRANSITION RAILING (TYPE WB-31), END CAP (TYPE A), END ANCHOR ASSEMBLY (TYPE SFT), ALTERNATIVE IN-LINE TERMINAL SYSTEM, ALTERNATIVE MEDIAN TERMINAL SYSTEM, CONCRETE BARRIER (TYPE 60MA), CONCRETE BARRIER (TYPE 60MA MODIFIED), CONCRETE BARRIER (TYPE 60MC MOD), CONCRETE BARRIER (TYPE 60MF MOD), RECONSTRUCT CONCRETE ANCHOR BLOCK, CONCRETE BARRIER (TYPE 60M MOD), CONCRETE BARRIER (TYPE 842), REMOVE GUARDRAIL, SALVAGE DOUBLE THRIE BEAM BARRIER, SALVAGE METAL BRIDGE RAILING, SALVAGE GUARDRAIL, ADJUST GUARDRAIL, REMOVE CONCRETE BARRIER, SALVAGE HIGH TENSION CABLE BARRIER (3-STRAND), SALVAGE HIGH TENSION CABLE BARRIER (3-STRAND) TERMINAL SYSTEM, HIGH TENSION CABLE BARRIER (4-STRAND), HIGH TENSION CABLE BARRIER (4-STRAND) TERMINAL SYSTEM, THERMOPLASTIC TRAFFIC STRIPE, THERMOPLASTIC PAVEMENT MARKING, THERMOPLASTIC PAVEMENT MARKING (ENHANCED WET NIGHT VISIBILITY), THERMOPLASTIC TRAFFIC STRIPE (SPRAYABLE), 6" THERMOPLASTIC TRAFFIC STRIPE (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7), 6" THERMOPLASTIC TRAFFIC STRIPE (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12), 6" THERMOPLASTIC TRAFFIC STRIPE (ENHANCED WET NIGHT VISIBILITY), 8" THERMOPLASTIC TRAFFIC STRIPE (ENHANCED WET NIGHT VISIBILITY), 8" THERMOPLASTIC TRAFFIC STRIPE (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3), REMOVE THERMOPLASTIC TRAFFIC STRIPE, REMOVE THERMOPLASTIC PAVEMENT MARKING, 12" RUMBLE STRIP (ASPHALT CONCRETE PAVEMENT), MAINTAINING EXISTING TRAFFIC MANAGEMENT SYSTEM ELEMENTS DURING CONSTRUCTION, LIGHTING SYSTEM, CLOSED CIRCUIT TELEVISION SYSTEM, TRAFFIC MONITORING STATION SYSTEM, MODIFYING EXISTING ELECTRICAL SYSTEM, MOBILIZATION,
Requirements: Please call to discuss how Golden State Bridge, Inc. can assist you in your bonding, credit, and/or insurance needs. Also, let us know if you need assistance in obtaining necessary equipment, supplies, or materials for this project. If you are interested in submitting a subcontractor bid for this project, please fax us your quote at 925-372-8001. Should you have any questions regarding this bid, you may contact David Riccitiello at 925-372-8000 or dave@gsbridge.com. Please be advised, Contractors and subcontractors must register with The D.I.R. (Department of Industrial Relations) in order to bid on public works projects. Registration with The D.I.R. costs $400 and covers the fiscal year (July 1 to June 30th). To verify the status of your DIR number, please visit http://www.dir.ca.gov/Public-Works/Contractors.html.
Date posted: 07/11/2018
Contractor: J. F. Shea Construction, Inc. Contact: Stacy Dutra
Address: 17400 Clear Creek Road Redding, CA 96001
Phone: 530-246-4292 Fax: 530-246-9940 Email: Stacy.Dutra@jfshea.com
Services needed: J. F. Shea Construction, Inc. is requesting quotes from all qualified subcontractors and suppliers including certified DBE firms for all items of work, including but not limited to: 1 LEAD COMPLIANCE PLAN 2 PROGRESS SCHEDULE (CRITICAL PATH METHOD) 3 TIME-RELATED OVERHEAD (LS) 4 DEVELOP WATER SUPPLY 5 CONSTRUCTION AREA SIGNS 6 TRAFFIC CONTROL SYSTEM 7 TYPE III BARRICADE 8 TEMPORARY PAVEMENT MARKING (PAINT) 9 TEMPORARY TRAFFIC STRIPE (PAINT) 10 CHANNELIZER (SURFACE MOUNTED) 11 TEMPORARY PAVEMENT MARKER 12 TEMPORARY PEDESTRIAN ACCESS ROUTE 13 PORTABLE CHANGEABLE MESSAGE SIGN (LS) 14 PORTABLE SPEED FEEDBACK SIGN 15 TEMPORARY RAILING (TYPE K) 16 ALTERNATIVE TEMPORARY CRASH CUSHION SYSTEM 17 TEMPORARY CRASH CUSHION MODULE 18 JOB SITE MANAGEMENT 19 PREPARE STORM WATER POLLUTION PREVENTION PLAN 20 RAIN EVENT ACTION PLAN 21 STORM WATER SAMPLING AND ANALYSIS DAY 22 STORM WATER ANNUAL REPORT 23 MOVE-IN/MOVE-OUT (TEMPORARY EROSION CONTROL) 24 TEMPORARY HYDRAULIC MULCH 25 TEMPORARY SOIL BINDER 26 TEMPORARY CHECK DAM 27 TEMPORARY DRAINAGE INLET PROTECTION 28 TEMPORARY FIBER ROLL 29 TEMPORARY GRAVEL BAG BERM 30 TEMPORARY SILT FENCE 31 TEMPORARY CONSTRUCTION ENTRANCE 32 STREET SWEEPING 33 TEMPORARY CONCRETE WASHOUT 34 WATER QUALITY SAMPLING AND ANALYSIS DAY 35 WATER QUALITY MONITORING REPORT 36 WATER QUALITY ANNUAL REPORT 37 TEMPORARY CREEK DIVERSION SYSTEMS 38 ASBESTOS COMPLIANCE PLAN 39 TREATED WOOD WASTE 40 CONTRACTOR-SUPPLIED BIOLOGIST (LS) 41 INVASIVE SPECIES PREVENTION 42 BAT AND BIRD EXCLUSION DEVICE 43 REMOVE CONCRETE (CY) 44 TEMPORARY HIGH-VISIBILITY FENCE 45 CLEARING AND GRUBBING (LS) 46 DUST PALLIATIVE 47 ROADWAY EXCAVATION 48 SHOULDER BACKING 49(F) STRUCTURE EXCAVATION (BRIDGE) 50(F) STRUCTURE EXCAVATION (TYPE D) 51(F) STRUCTURE EXCAVATION (RETAINING WALL) 52(F) STRUCTURE BACKFILL (BRIDGE) 53(F) STRUCTURE BACKFILL (RETAINING WALL) 54 DITCH EXCAVATION 55 IMPORTED BORROW (CY) 56 SUBGRADE ENHANCEMENT GEOTEXTILE, CLASS A1 57 REINFORCED EMBANKMENT 58 ROADSIDE CLEARING 59 ROCK BLANKET 60 CULTIVATION 61 SOIL AMENDMENT 62 PACKET FERTILIZER 63 SLOW-RELEASE FERTILIZER 64 PLANT (GROUP A) 65 PLANT (GROUP B) 66 SOD 67 MAINTAIN EXISTING PLANTED AREAS 68 PLANT ESTABLISHMENT WORK 69 WOOD MULCH 70 EDGING 71 CHECK AND TEST EXISTING IRRIGATION FACILITIES 72 OPERATE EXISTING IRRIGATION FACILITIES 73 REMOVE IRRIGATION FACILITY 74 CONTROL AND NEUTRAL CONDUCTORS 75 1" REMOTE CONTROL VALVE 76 1 1/4" REMOTE CONTROL VALVE 77 1 1/2" REMOTE CONTROL VALVE 78 2" WYE STRAINER ASSEMBLY 79 GARDEN VALVE ASSEMBLY 80 POP-UP SPRINKLER ASSEMBLY (GEAR DRIVEN) 81 RISER SPRINKLER ASSEMBLY 82 2" GATE VALVE 83 2 1/2" GATE VALVE 84(F) 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LINE) 85(F) 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LINE) 86(F) 1 1/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LINE) 87(F) 1 1/2" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LINE) 88(F) 2" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LINE) 89(F) 2 1/2" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LINE) 90(F) 6" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LINE) 91(F) 8" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LINE) 92 8" CORRUGATED HIGH DENSITY POLYETHYLENE PIPE CONDUIT 93 ROLLED EROSION CONTROL PRODUCT (NETTING) 94 HYDROMULCH 95 HYDROMULCH (FRM) 96 HYDROSEED 97 HYDROSEED (HBGM) 98 HYDROSEED (FRM) 99 COMPOST (CY) 100 INCORPORATE MATERIALS 101 FINISHING ROADWAY 102 CLASS 2 AGGREGATE BASE (CY) 103 PREPAVING INERTIAL PROFILER 104 REPLACE ASPHALT CONCRETE SURFACING 105 HOT MIX ASPHALT (TYPE A) 106 HOT MIX ASPHALT (TYPE A) (PG 64-10 RICH BOTTOM) WITH LIME TREATMENT 107 HOT MIX ASPHALT (TYPE A) (PG 64-10) WITH LIME TREATMENT 108 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) 109 HOT MIX ASPHALT-OPEN GRADED (OPEN GRADED FRICTION COURSE) 110 RUBBERIZED HOT MIX ASPHALT-OPEN GRADED (OPEN GRADED FRICTION COURSE) 111 DATA CORE 112 PLACE HOT MIX ASPHALT DIKE (TYPE C) 113 PLACE HOT MIX ASPHALT DIKE (TYPE E) 114 PLACE HOT MIX ASPHALT DIKE (TYPE F) 115 PLACE HOT MIX ASPHALT (MISCELLANEOUS AREA) 116 TACK COAT 117 REMOVE ASPHALT CONCRETE PAVEMENT (SQFT) 118 REMOVE ASPHALT CONCRETE DIKE 119 COLD PLANE ASPHALT CONCRETE PAVEMENT 120 GRIND EXISTING BRIDGE DECK 121 FURNISH STEEL PILING (HP 14 X 89) 122 DRIVE STEEL PILE (HP 14 X 89) 123 FURNISH 24" STEEL PIPE PILING 124 DRIVE 24" STEEL PIPE PILE 125 66" PERMANENT STEEL CASING 126 24" CAST-IN-DRILLED-HOLE CONCRETE PILING 127 60" CAST-IN-DRILLED-HOLE CONCRETE PILING 128 66" CAST-IN-DRILLED-HOLE CONCRETE PILING 129 96" CAST-IN-DRILLED-HOLE CONCRETE PILING 130 60" CAST-IN-DRILLED-HOLE CONCRETE PILE (SIGN FOUNDATION) 131(F) STRUCTURAL CONCRETE, BRIDGE FOOTING 132(F) STRUCTURAL CONCRETE, BRIDGE 133(F) STRUCTURAL CONCRETE, BRIDGE (POLYMER FIBER) 134(F) STRUCTURAL CONCRETE, RETAINING WALL 135(F) STRUCTURAL CONCRETE, APPROACH SLAB (TYPE N) 136(F) STRUCTURAL CONCRETE, HEADWALL 137(F) STRUCTURAL CONCRETE, DRAINAGE INLET 138(F) MINOR CONCRETE (MINOR STRUCTURE) 139 PAVING NOTCH EXTENSION 140 DRILL AND BOND DOWEL 141 CLEAN EXPANSION JOINT 142 FURNISH PRECAST PRESTRESSED CONCRETE GIRDER (20'-30') 143 FURNISH PRECAST PRESTRESSED CONCRETE GIRDER (30'-40') 144 FURNISH PRECAST PRESTRESSED CONCRETE GIRDER (40'-50') 145 FURNISH PRECAST PRESTRESSED CONCRETE GIRDER (60'-70') 146 FURNISH PRECAST PRESTRESSED CONCRETE WIDE FLANGE GIRDER (110'-120') 147 FURNISH PRECAST PRESTRESSED CONCRETE WIDE FLANGE GIRDER (130'-140') 148 FURNISH PRECAST PRESTRESSED CONCRETE WIDE FLANGE GIRDER (150'-160') 149 ERECT PRECAST PRESTRESSED CONCRETE GIRDER 150 BONDED JOINT SEAL (MR 1") 151 BONDED JOINT SEAL (MR 2") 152 JOINT SEAL (MR 1") 153(F) BAR REINFORCING STEEL (BRIDGE) 154(F) BAR REINFORCING STEEL (RETAINING WALL) 155(F) BAR REINFORCING STEEL (HEADWALL) 156(F) BAR REINFORCING STEEL (GALVANIZED) 157(F) HEADED BAR REINFORCEMENT 158(F) HEADED BAR REINFORCEMENT (GALVANIZED) 159(F) ASPHALT MEMBRANE WATERPROOFING 160(F) FURNISH SIGN STRUCTURE (BRIDGE MOUNTED WITH WALKWAY) 161(F) INSTALL SIGN STRUCTURE (BRIDGE MOUNTED WITH WALKWAY) 162(F) FURNISH SIGN STRUCTURE (TUBULAR) 163(F) INSTALL SIGN STRUCTURE (TUBULAR) 164(F) FURNISH SIGN STRUCTURE (TRUSS) 165(F) INSTALL SIGN STRUCTURE (TRUSS) 166 REMOVE SIGN STRUCTURE (EA) 167 PUBLIC SAFETY PLAN 168 REMOVE POLYESTER CONCRETE OVERLAY 169 PREPARE CONCRETE BRIDGE DECK SURFACE 170 FURNISH POLYESTER CONCRETE OVERLAY 171(F) PLACE POLYESTER CONCRETE OVERLAY 172 BRIDGE REMOVAL, LOCATION A 173 BRIDGE REMOVAL, LOCATION B 174 BRIDGE REMOVAL (PORTION), LOCATION A 175 BRIDGE REMOVAL (PORTION), LOCATION B 176 BRIDGE REMOVAL (PORTION), LOCATION C 177 BRIDGE REMOVAL (PORTION), LOCATION D 178(F) COLUMN CASING 179 18" TEMPORARY CULVERT 180 4" PLASTIC PIPE 181 36" PERFORATED PLASTIC PIPE 182 48" PERFORATED PLASTIC PIPE 183 60" PERFORATED PLASTIC PIPE 184 18" REINFORCED CONCRETE PIPE 185 24" REINFORCED CONCRETE PIPE 186 42" REINFORCED CONCRETE PIPE 187 14"X23" OVAL SHAPED REINFORCED CONCRETE PIPE 188 8" CORRUGATED STEEL PIPE (.064" THICK) 189 18" POLYMERIC SHEET COATED CORRUGATED STEEL PIPE (.109" THICK) 190 24" POLYMERIC SHEET COATED CORRUGATED STEEL PIPE (.138" THICK) 191 60" POLYMERIC SHEET COATED STEEL SPIRAL RIB PIPE (.109" THICK) 192 PULL BOX (OBSERVATION WELL) 193 8" PERFORATED STEEL PIPE UNDERDRAIN (.064" THICK) 194 CLASS 6 PERMEABLE MATERIAL 195 CLASS D FILTER FABRIC 196 18" POLYMERIC SHEET COATED CORRUGATED STEEL PIPE DOWNDRAIN (.109" THICK) 197 24" POLYMERIC SHEET COATED CORRUGATED STEEL PIPE DOWNDRAIN (.138" THICK) 198 FLUME DOWNDRAIN 199 TAPERED INLET 200 ANCHOR ASSEMBLY 201 FLUME ANCHOR ASSEMBLY 202 DRAINAGE INLET MARKER 203 GRATED LINE DRAIN 204 12" WELDED STEEL PIPE CASING (BRIDGE) 205 18" CONCRETE FLARED END SECTION 206 24" CONCRETE FLARED END SECTION 207 42" CONCRETE FLARED END SECTION 208 36" PRECAST CONCRETE PIPE INLET 209 18" TEMPORARY RISER 210 ABANDON CULVERT (LF) 211 ABANDON INLET 212 ABANDON RISER 213 REMOVE CULVERT (LF) 214 REMOVE DOWNDRAIN (EA) 215 REMOVE INLET 216 REMOVE HEADWALL 217 REMOVE FLARED END SECTION (EA) 218 RECONSTRUCT INLET 219 ADJUST INLET 220 ADJUST MANHOLE TO GRADE 221 MODIFY INLET 222 CAP RISER 223 SAND BACKFILL 224 SMALL-ROCK SLOPE PROTECTION (4" THICK) 225 SMALL-ROCK SLOPE PROTECTION (7" THICK) 226 SLOPE PAVING (CONCRETE) 227 ROCK SLOPE PROTECTION (3/8 T, CLASS VI, METHOD B) (CY) 228 ROCK SLOPE PROTECTION (1/4 T, CLASS V, METHOD B) (CY) 229 ROCK SLOPE PROTECTION (60 LB, CLASS II, METHOD B) (CY) 230 ROCK SLOPE PROTECTION (RIVER COBBLE) 231 BOULDER 232 RESET ROCK SLOPE PROTECTION 233 ROCK SLOPE PROTECTION FABRIC (CLASS 8) 234 MINOR CONCRETE (MISCELLANEOUS CONSTRUCTION) 235 MINOR CONCRETE (CURB AND GUTTER) 236 MINOR CONCRETE (CONCRETE MOW STRIP) 237 MINOR CONCRETE (SIDEWALK) 238(F) MISCELLANEOUS IRON AND STEEL 239 RISER SAFETY CAGE 240(F) BRIDGE DECK DRAINAGE SYSTEM 241 TEMPORARY FENCE (TYPE CL-6) 242 CHAIN LINK FENCE (TYPE CL-6) 243 REMOVE FENCE 244 REMOVE PAVEMENT MARKER 245 DELINEATOR (CLASS 1) 246 PAVEMENT MARKER (RETROREFLECTIVE) 247 MILEPOST MARKER 248 MARKER (CULVERT) 249 CULVERT MARKER (BARRIER MOUNTED) 250 OBJECT MARKER (TYPE L) 251 REMOVE MARKER 252 REMOVE ROADSIDE SIGN (WOOD POST) 253 REMOVE ROADSIDE SIGN (METAL POST) 254 REMOVE ROADSIDE SIGN (STRAP AND SADDLE BRACKET METHOD) 255 FURNISH SINGLE SHEET ALUMINUM SIGN (0.063"-UNFRAMED) 256 FURNISH SINGLE SHEET ALUMINUM SIGN (0.063"-FRAMED) 257 ROADSIDE SIGN - ONE POST 258 ROADSIDE SIGN - TWO POST 259 INSTALL SIGN (STRAP AND SADDLE BRACKET METHOD) 260 INSTALL SIGN PANEL ON EXISTING FRAME 261 INSTALL ROADSIDE SIGN (LAMINATED WOOD BOX POST) 262 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) FOR RETROREFLECTIVE SHEETING (TYPE XI) 263 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) FOR RETROREFLECTIVE SHEETING (TYPE XI) 264 FURNISH LAMINATED PANEL SIGN (21/2"-TYPE B) FOR RETROREFLECTIVE SHEETING (TYPE XI) 265 FURNISH SINGLE SHEET ALUMINUM SIGN (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 266 FURNISH SINGLE SHEET ALUMINUM SIGN (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 267 FURNISH SINGLE SHEET ALUMINUM SIGN (0.063"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 268 FURNISH SINGLE SHEET ALUMINUM SIGN (0.080"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 269 RETROREFLECTIVE SHEETING (TYPE XI) 270 MIDWEST GUARDRAIL SYSTEM (STEEL POST) 271 MIDWEST GUARDRAIL SYSTEM (7' POST) 272 VEGETATION CONTROL (MINOR CONCRETE) 273 RAIL ELEMENT WALL 274(F) CHAIN LINK RAILING (TYPE 6 MODIFIED) 275 DOUBLE MIDWEST GUARDRAIL SYSTEM (STEEL POST) 276 DOUBLE THRIE BEAM BARRIER 277(F) CABLE RAILING 278 TRANSITION RAILING (TYPE DTB) 279 TRANSITION RAILING (TYPE WB-31) 280 END CAP (TYPE A) 281 END ANCHOR ASSEMBLY (TYPE SFT) 282 ALTERNATIVE IN-LINE TERMINAL SYSTEM 283 ALTERNATIVE MEDIAN TERMINAL SYSTEM 284(F) CONCRETE BARRIER (TYPE 60MA) 285(F) CONCRETE BARRIER (TYPE 60MA MODIFIED) 286 CONCRETE BARRIER (TYPE 60MC MOD) 287 CONCRETE BARRIER (TYPE 60MF MOD) 288 RECONSTRUCT CONCRETE ANCHOR BLOCK 289 CONCRETE BARRIER (TYPE 60M MOD) 290(F) CONCRETE BARRIER (TYPE 842) 291 REMOVE GUARDRAIL 292 SALVAGE DOUBLE THRIE BEAM BARRIER 293 SALVAGE METAL BRIDGE RAILING 294 SALVAGE GUARDRAIL 295 ADJUST GUARDRAIL 296 REMOVE CONCRETE BARRIER 297 SALVAGE HIGH TENSION CABLE BARRIER (3-STRAND) 298 SALVAGE HIGH TENSION CABLE BARRIER (3-STRAND) TERMINAL SYSTEM 299 HIGH TENSION CABLE BARRIER (4-STRAND) 300 HIGH TENSION CABLE BARRIER (4-STRAND) TERMINAL SYSTEM 301 THERMOPLASTIC TRAFFIC STRIPE 302 THERMOPLASTIC PAVEMENT MARKING 303 THERMOPLASTIC PAVEMENT MARKING (ENHANCED WET NIGHT VISIBILITY) 304 THERMOPLASTIC TRAFFIC STRIPE (SPRAYABLE) 305 6" THERMOPLASTIC TRAFFIC STRIPE (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 306 6" THERMOPLASTIC TRAFFIC STRIPE (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 307 6" THERMOPLASTIC TRAFFIC STRIPE (ENHANCED WET NIGHT VISIBILITY) 308 8" THERMOPLASTIC TRAFFIC STRIPE (ENHANCED WET NIGHT VISIBILITY) 309 8" THERMOPLASTIC TRAFFIC STRIPE (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 310 REMOVE THERMOPLASTIC TRAFFIC STRIPE 311 REMOVE THERMOPLASTIC PAVEMENT MARKING 312 12" RUMBLE STRIP (ASPHALT CONCRETE PAVEMENT) 313 MAINTAINING EXISTING TRAFFIC MANAGEMENT SYSTEM ELEMENTS DURING CONSTRUCTION 314 LIGHTING SYSTEM 315 CLOSED CIRCUIT TELEVISION SYSTEM 316 TRAFFIC MONITORING STATION SYSTEM 317 MODIFYING EXISTING ELECTRICAL SYSTEM 318 MOBILIZATION
Requirements: J. F. Shea Construction Inc. is a union signatory contractor. Subcontractors must possess a current contractor?s license, insurance coverage and worker?s compensation for the entire length of the contract. All subcontractors will be required to sign our standard Subcontract Agreement. 100% payment and performance bonds may be required. Please call if you need assistance in obtaining insurance, bonding, equipment, materials and/or supplies. Plans and specifications can be viewed at our office located at 17400 Clear Creek Road, Redding, Ca. 96001 or call for any additional needed project information. J. F. Shea Construction Inc. intends to work cooperatively with all qualified firms seeking work on this project. We are an equal opportunity employer and will work with any interested subcontractor to identify opportunities to break items into economically feasible packages. Women and Minority Employees are encouraged to apply. J. F. SHEA CONSTRUCTION, INC. P.O. Box 494519 - Redding, CA 96049 Phone: (530) 246-4292 Fax: (530) 246-9940 An Equal Opportunity Employer
Date posted: 07/11/2018
Contractor: Kiewit Infrastructure West Co. Contact: Rita Encarnacion
Address: 4650 Business Center Drive Fairfield, CA 94534
Phone: 707-439-7300 Fax: 707-439-7301 Email: norcal.bids@kiewit.com
Services needed: Kiewit Infrastructure West Co. is requesting quotes from all qualified subcontractors and suppliers including certified DBE firms for all items of work, including but not limited to: AC Surfacing, Aggregate Supply and Install, Bridge Removal, Bat and Bird Exclusion Device, CIDH Piling, Clear and Grub, Cold Plane AC Pavement, Concrete Barriers, Concrete Pumping, Concrete Reinforcement, Concrete Supply, Core Concrete, Crack and Seat, CCTV, Crash Cushions, Data Core, Cable Railing, Earthwork, Electrical, Erosion Control, Fence Removal and Installation, Grind Existing Bridge Deck, Grind Existing Concrete Pavement, Ground Anchoring, Guardrail, K-rail, High Friction Surface Treatment, HMA Dike, HMA Paving, Hydraulic Mulch and Dry Seed, Joint Seal, Landscaping, Lighting, Lime Stabilized Soil, Message Signs, Minor Concrete, Misc Metals, Pavement Markings & Striping, Paving Fabric, PCC Materials, Pedestrian Barricades, Pipe Supply, Polyester Concrete Overlay, Precast Concrete, Prepare Bridge Deck Surface, Remove/Relocate/Install Sign Structures, Roadside Signs, Sound Walls, Structural Shotcrete, Traffic Control Systems, Utilities, Vegetation Control, SWPPP, Survey, Biologist, Noise Monitoring, Environmental Compliance, Hazardous Material Abatement & Trucking, Trucking & Hauling, Sweeping services, Water Trucks services.
Requirements: Requirements: Please call or email Kiewit Infrastructure West Co. (KIWC). KIWC can assist you in your bonding, credit, and/or insurance needs. Also, let us know if you need assistance in obtaining necessary equipment, supplies, or materials for this project. If you are interested in submitting a quote/bid for this project, please submit your quote via SmartBidNet(SBN) or fax us your quote at 707-439-7301. Should you have any questions regarding this bid, you may contact Rita Encarnacion at 707-439-7386 or email at norcal.bids@kiewit.com or Victor Molina at 707-439-7389 or email norcal.bids@kiewit.com. Please be advised, Contractors and subcontractors must register with The Department of Industrial Relations(DIR) in order to bid on public works projects. KIWC is signatory union prime contractor. Subcontractor may be required to provide payment and performance bond and supplier may be required to provide supply bond. All bond premium paid by subcontractor or supplier will be reimbursed by KIWC.
Date posted: 07/17/2018
Contractor: DeSilva Gates Construction Contact: Garry Day
Address: 11555 Dublin Blvd., Dublin, CA 94568
Phone: 925-829-9220 Fax: 925-803-4263 Email: dgcestimating@desilvagates.com
Services needed: DeSilva Gates Construction is requesting quotes from all qualified subcontractors and suppliers including certified DBE/SBE firms for the following types of work, including but not limited to: Biologist, Bridge, Bridge Deck Resurfacing, Clearing & Grubbing, Cold Plane, Concrete Barrier, Construction Area Signs, Electrical, Erosion Control, Fence, Guardrailing, HMA Dike, Landscaping, Lean Concrete Base, Minor Concrete, Minor Concrete Structures, PCC Paving, Prepaving Inertial Profiler, Prepaving Grinding, Retaining Wall, Rumble Strip, Roadside Signs, Sign Structures, Striping and Pavement Markers, SWPPP Prep, Underground Work, Vegetation Control Concrete, Trucking, Sweeping, Water Trucks, Erosion Control Materials, Imported Borrow Material, Aggregate Base Material, HMA Material, RHMA Material and Tack Coat Material.
Requirements: DeSilva Gates is signatory to Operating Engineers and Laborers unions. 100% performance and payment bonds may be required for the full amount of subcontract price. DeSilva Gates will pay for bond premium up to 2%. Subcontractors must possess current insurance and worker?s compensation coverage meeting DeSilva Gates Construction?s requirements. Subcontractor will be required to sign the standard DeSilva Gates Construction Subcontract Agreement. A copy of the agreement can be obtained from our estimator. Quotations must be valid for the same duration as specified by the Owner for Contract Award. Plans and specifications are available for viewing at our Dublin office. Please call if you need assistance in obtaining bonding, insurance, equipment, materials and/or supplies. DeSilva Gates intends to work cooperatively with all qualified firms seeking work on this project. DeSilva Gates is an equal opportunity employer.
Date posted: 07/17/2018
Contractor: Tullis, Inc. Contact: Chris Brimhall
Address: 16951 Clear Creek Road Redding, Ca. 96001
Phone: 530-241-5105 Fax: 530-241-5570 Email: cbrimhall@tullisinc.com
Services needed: Tullis, Inc. is accepting bid from qualified Disadvantaged Business Enterprises (DBE's) the following work; Lead Compliance Plan, Progress Schedule (Critical Path Method), Construction Area Signs, Traffic Control System, SWPPP, REAP, Temporary BMPs, Asbestos Compliance Plan, Biologists, Clearing and Grubbing, Roadway Excavation, Shoulder Backing, Structural Excavation, Structural Backfill, Import Borrow Material, Erosion Control, Irrigation, Class II Aggregate Base Material, Prepaving Inertial Profiler, Replace AC Surface, HMA Material, RHMA Material, HMA Dike, Tack Coat Material, Cold Plane AC Pavement, Grind Existing Bridge Deck, Steel Piling, Steel Casing, CIDH, Bridge, Structural Concrete (Retaining Wall, Headwall and Drainage Inlet), Minor Concrete, Precast Prestressed Concrete Girder, Bar Reinforcing Steel, Sign Structures, Bridge Deck Resurfacing, Bridge Removal (Portion), Drainage Facilities and Underground Work, Fence, Roadside Sign, Guardrail, Concrete Barrier, Cable Barrier, Striping and Pavement Marking, Lighting System, Electrical, Quality Control Testing, Trucking, Operated Water Trucks, Operated Street Sweeper, Operated Pilot Car Rental, Operated Grinder Rental, Not Limited to The Above Listed Items.
Requirements: The plans and specifications, for the referenced project, can be reviewed at our office or downloaded in electronic format at http://www.dot.ca.gov/hq/esc/oe/weekly_ads/index.php. Tullis, Inc. is signatory to the Operating Engineers and Laborers Unions. Subcontractors must possess a current contractor's license, insurance coverage and worker's compensation for the entire length of the contract. At Tullis, Inc.'s discretion, 100% payment and performance bonds may be required. If you require assistance in obtaining bonding, lines of credit, insurance, equipment, supplies, materials, or have any questions related to the referenced project, please contact or office at (530) 241-5105. Tullis, Inc. is an Equal Opportunity Employer and will consider any and all bids that may be submitted. Tullis, Inc. is willing to breakout any portion of work to encourage DBE and SBE participation. If you should have any interest in this project or require any assistance, please contact Tullis, Inc. and we can discuss the project in length and how you may be able to participate. When submitting any bid on a public works project, please include your California Contractors License Number and Department of Industrial Relations Number. More information regarding California Contractors License and DIR Numbers can be found at http://www.cslb.ca.gov/ and http://www.dir.ca.gov/Public-Works/PublicWorks.html .
Date posted: 07/18/2018
Contractor: Mercer-Fraser Company Contact: Verity Penland
Address: PO Box 1006 Eureka, CA 95502
Phone: 707-443-6371 Fax: 707-443-0277 Email: vpenland@mercerfraser.com
Services needed: 1 LEAD COMPLIANCE PLAN 2 PROGRESS SCHEDULE (CRITICAL PATH METHOD) 3 TIME-RELATED OVERHEAD (LS) 4 DEVELOP WATER SUPPLY 5 CONSTRUCTION AREA SIGNS 6 TRAFFIC CONTROL SYSTEM 7 TYPE III BARRICADE 8 TEMPORARY PAVEMENT MARKING (PAINT) 9 TEMPORARY TRAFFIC STRIPE (PAINT) 10 CHANNELIZER (SURFACE MOUNTED) 11 TEMPORARY PAVEMENT MARKER 12 TEMPORARY PEDESTRIAN ACCESS ROUTE 13 PORTABLE CHANGEABLE MESSAGE SIGN (LS) 14 PORTABLE SPEED FEEDBACK SIGN 15 TEMPORARY RAILING (TYPE K) 16 ALTERNATIVE TEMPORARY CRASH CUSHION SYSTEM 17 TEMPORARY CRASH CUSHION MODULE 18 JOB SITE MANAGEMENT 19 PREPARE STORM WATER POLLUTION PREVENTION PLAN 20 RAIN EVENT ACTION PLAN 21 STORM WATER SAMPLING AND ANALYSIS DAY 22 STORM WATER ANNUAL REPORT 23 MOVE-IN/MOVE-OUT (TEMPORARY EROSION CONTROL) 24 TEMPORARY HYDRAULIC MULCH 25 TEMPORARY SOIL BINDER 26 TEMPORARY CHECK DAM 27 TEMPORARY DRAINAGE INLET PROTECTION 28 TEMPORARY FIBER ROLL 29 TEMPORARY GRAVEL BAG BERM 30 TEMPORARY SILT FENCE 31 TEMPORARY CONSTRUCTION ENTRANCE 32 STREET SWEEPING 33 TEMPORARY CONCRETE WASHOUT 34 WATER QUALITY SAMPLING AND ANALYSIS DAY 35 WATER QUALITY MONITORING REPORT 36 WATER QUALITY ANNUAL REPORT 37 TEMPORARY CREEK DIVERSION SYSTEMS 38 ASBESTOS COMPLIANCE PLAN 39 TREATED WOOD WASTE 40 CONTRACTOR-SUPPLIED BIOLOGIST (LS) 41 INVASIVE SPECIES PREVENTION 42 BAT AND BIRD EXCLUSION DEVICE 43 REMOVE CONCRETE (CY) 44 TEMPORARY HIGH-VISIBILITY FENCE 45 CLEARING AND GRUBBING (LS) 46 DUST PALLIATIVE 47 ROADWAY EXCAVATION 48 SHOULDER BACKING 49(F) STRUCTURE EXCAVATION (BRIDGE) 50(F) STRUCTURE EXCAVATION (TYPE D) 51(F) STRUCTURE EXCAVATION (RETAINING WALL) 52(F) STRUCTURE BACKFILL (BRIDGE) 53(F) STRUCTURE BACKFILL (RETAINING WALL) 54 DITCH EXCAVATION 55 IMPORTED BORROW (CY) 56 SUBGRADE ENHANCEMENT GEOTEXTILE, CLASS A1 57 REINFORCED EMBANKMENT 58 ROADSIDE CLEARING 59 ROCK BLANKET 60 CULTIVATION 61 SOIL AMENDMENT 62 PACKET FERTILIZER 63 SLOW-RELEASE FERTILIZER 64 PLANT (GROUP A) 65 PLANT (GROUP B) 66 SOD 67 MAINTAIN EXISTING PLANTED AREAS 68 PLANT ESTABLISHMENT WORK 69 WOOD MULCH 70 EDGING 71 CHECK AND TEST EXISTING IRRIGATION FACILITIES 72 OPERATE EXISTING IRRIGATION FACILITIES 73 REMOVE IRRIGATION FACILITY 74 CONTROL AND NEUTRAL CONDUCTORS 75 1" REMOTE CONTROL VALVE 76 1 1/4" REMOTE CONTROL VALVE 77 1 1/2" REMOTE CONTROL VALVE 78 2" WYE STRAINER ASSEMBLY 79 GARDEN VALVE ASSEMBLY 80 POP-UP SPRINKLER ASSEMBLY (GEAR DRIVEN) 81 RISER SPRINKLER ASSEMBLY 82 2" GATE VALVE 83 2 1/2" GATE VALVE 84(F) 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LINE) 85(F) 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LINE) 86(F) 1 1/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LINE) 87(F) 1 1/2" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LINE) 88(F) 2" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LINE) 89(F) 2 1/2" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LINE) 90(F) 6" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LINE) 91(F) 8" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LINE) 92 8" CORRUGATED HIGH DENSITY POLYETHYLENE PIPE CONDUIT 93 ROLLED EROSION CONTROL PRODUCT (NETTING) 94 HYDROMULCH 95 HYDROMULCH (FRM) 96 HYDROSEED 97 HYDROSEED (HBGM) 98 HYDROSEED (FRM) 99 COMPOST (CY) 100 INCORPORATE MATERIALS 101 FINISHING ROADWAY 102 CLASS 2 AGGREGATE BASE (CY) 103 PREPAVING INERTIAL PROFILER 104 REPLACE ASPHALT CONCRETE SURFACING 105 HOT MIX ASPHALT (TYPE A) 106 HOT MIX ASPHALT (TYPE A) (PG 64-10 RICH BOTTOM) WITH LIME TREATMENT 107 HOT MIX ASPHALT (TYPE A) (PG 64-10) WITH LIME TREATMENT 108 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) 109 HOT MIX ASPHALT-OPEN GRADED (OPEN GRADED FRICTION COURSE) 110 RUBBERIZED HOT MIX ASPHALT-OPEN GRADED (OPEN GRADED FRICTION COURSE) 111 DATA CORE 112 PLACE HOT MIX ASPHALT DIKE (TYPE C) 113 PLACE HOT MIX ASPHALT DIKE (TYPE E) 114 PLACE HOT MIX ASPHALT DIKE (TYPE F) 115 PLACE HOT MIX ASPHALT (MISCELLANEOUS AREA) 116 TACK COAT 117 REMOVE ASPHALT CONCRETE PAVEMENT (SQFT) 118 REMOVE ASPHALT CONCRETE DIKE 119 COLD PLANE ASPHALT CONCRETE PAVEMENT 120 GRIND EXISTING BRIDGE DECK 121 FURNISH STEEL PILING (HP 14 X 89) 122 DRIVE STEEL PILE (HP 14 X 89) 123 FURNISH 24" STEEL PIPE PILING 124 DRIVE 24" STEEL PIPE PILE 125 66" PERMANENT STEEL CASING 126 24" CAST-IN-DRILLED-HOLE CONCRETE PILING 127 60" CAST-IN-DRILLED-HOLE CONCRETE PILING 128 66" CAST-IN-DRILLED-HOLE CONCRETE PILING 129 96" CAST-IN-DRILLED-HOLE CONCRETE PILING 130 60" CAST-IN-DRILLED-HOLE CONCRETE PILE (SIGN FOUNDATION) 131(F) STRUCTURAL CONCRETE, BRIDGE FOOTING 132(F) STRUCTURAL CONCRETE, BRIDGE 133(F) STRUCTURAL CONCRETE, BRIDGE (POLYMER FIBER) 134(F) STRUCTURAL CONCRETE, RETAINING WALL 135(F) STRUCTURAL CONCRETE, APPROACH SLAB (TYPE N) 136(F) STRUCTURAL CONCRETE, HEADWALL 137(F) STRUCTURAL CONCRETE, DRAINAGE INLET 138(F) MINOR CONCRETE (MINOR STRUCTURE) 139 PAVING NOTCH EXTENSION 140 DRILL AND BOND DOWEL 141 CLEAN EXPANSION JOINT 142 FURNISH PRECAST PRESTRESSED CONCRETE GIRDER (20'-30') 143 FURNISH PRECAST PRESTRESSED CONCRETE GIRDER (30'-40') 144 FURNISH PRECAST PRESTRESSED CONCRETE GIRDER (40'-50') 145 FURNISH PRECAST PRESTRESSED CONCRETE GIRDER (60'-70') 146 FURNISH PRECAST PRESTRESSED CONCRETE WIDE FLANGE GIRDER (110'-120') 147 FURNISH PRECAST PRESTRESSED CONCRETE WIDE FLANGE GIRDER (130'-140') 148 FURNISH PRECAST PRESTRESSED CONCRETE WIDE FLANGE GIRDER (150'-160') 149 ERECT PRECAST PRESTRESSED CONCRETE GIRDER 150 BONDED JOINT SEAL (MR 1") 151 BONDED JOINT SEAL (MR 2") 152 JOINT SEAL (MR 1") 153(F) BAR REINFORCING STEEL (BRIDGE) 154(F) BAR REINFORCING STEEL (RETAINING WALL) 155(F) BAR REINFORCING STEEL (HEADWALL) 156(F) BAR REINFORCING STEEL (GALVANIZED) 157(F) HEADED BAR REINFORCEMENT 158(F) HEADED BAR REINFORCEMENT (GALVANIZED) 159(F) ASPHALT MEMBRANE WATERPROOFING 160(F) FURNISH SIGN STRUCTURE (BRIDGE MOUNTED WITH WALKWAY) 161(F) INSTALL SIGN STRUCTURE (BRIDGE MOUNTED WITH WALKWAY) 162(F) FURNISH SIGN STRUCTURE (TUBULAR) 163(F) INSTALL SIGN STRUCTURE (TUBULAR) 164(F) FURNISH SIGN STRUCTURE (TRUSS) 165(F) INSTALL SIGN STRUCTURE (TRUSS) 166 REMOVE SIGN STRUCTURE (EA) 167 PUBLIC SAFETY PLAN 168 REMOVE POLYESTER CONCRETE OVERLAY 169 PREPARE CONCRETE BRIDGE DECK SURFACE 170 FURNISH POLYESTER CONCRETE OVERLAY 171(F) PLACE POLYESTER CONCRETE OVERLAY 172 BRIDGE REMOVAL, LOCATION A 173 BRIDGE REMOVAL, LOCATION B 174 BRIDGE REMOVAL (PORTION), LOCATION A 175 BRIDGE REMOVAL (PORTION), LOCATION B 176 BRIDGE REMOVAL (PORTION), LOCATION C 177 BRIDGE REMOVAL (PORTION), LOCATION D 178(F) COLUMN CASING 179 18" TEMPORARY CULVERT 180 4" PLASTIC PIPE 181 36" PERFORATED PLASTIC PIPE 182 48" PERFORATED PLASTIC PIPE 183 60" PERFORATED PLASTIC PIPE 184 18" REINFORCED CONCRETE PIPE 185 24" REINFORCED CONCRETE PIPE 186 42" REINFORCED CONCRETE PIPE 187 14"X23" OVAL SHAPED REINFORCED CONCRETE PIPE 188 8" CORRUGATED STEEL PIPE (.064" THICK) 189 18" POLYMERIC SHEET COATED CORRUGATED STEEL PIPE (.109" THICK) 190 24" POLYMERIC SHEET COATED CORRUGATED STEEL PIPE (.138" THICK) 191 60" POLYMERIC SHEET COATED STEEL SPIRAL RIB PIPE (.109" THICK) 192 PULL BOX (OBSERVATION WELL) 193 8" PERFORATED STEEL PIPE UNDERDRAIN (.064" THICK) 194 CLASS 6 PERMEABLE MATERIAL 195 CLASS D FILTER FABRIC 196 18" POLYMERIC SHEET COATED CORRUGATED STEEL PIPE DOWNDRAIN (.109" THICK) 197 24" POLYMERIC SHEET COATED CORRUGATED STEEL PIPE DOWNDRAIN (.138" THICK) 198 FLUME DOWNDRAIN 199 TAPERED INLET 200 ANCHOR ASSEMBLY 201 FLUME ANCHOR ASSEMBLY 202 DRAINAGE INLET MARKER 203 GRATED LINE DRAIN 204 12" WELDED STEEL PIPE CASING (BRIDGE) 205 18" CONCRETE FLARED END SECTION 206 24" CONCRETE FLARED END SECTION 207 42" CONCRETE FLARED END SECTION 208 36" PRECAST CONCRETE PIPE INLET 209 18" TEMPORARY RISER 210 ABANDON CULVERT (LF) 211 ABANDON INLET 212 ABANDON RISER 213 REMOVE CULVERT (LF) 214 REMOVE DOWNDRAIN (EA) 215 REMOVE INLET 216 REMOVE HEADWALL 217 REMOVE FLARED END SECTION (EA) 218 RECONSTRUCT INLET 219 ADJUST INLET 220 ADJUST MANHOLE TO GRADE 221 MODIFY INLET 222 CAP RISER 223 SAND BACKFILL 224 SMALL-ROCK SLOPE PROTECTION (4" THICK) 225 SMALL-ROCK SLOPE PROTECTION (7" THICK) 226 SLOPE PAVING (CONCRETE) 227 ROCK SLOPE PROTECTION (3/8 T, CLASS VI, METHOD B) (CY) 228 ROCK SLOPE PROTECTION (1/4 T, CLASS V, METHOD B) (CY) 229 ROCK SLOPE PROTECTION (60 LB, CLASS II, METHOD B) (CY) 230 ROCK SLOPE PROTECTION (RIVER COBBLE) 231 BOULDER 232 RESET ROCK SLOPE PROTECTION 233 ROCK SLOPE PROTECTION FABRIC (CLASS 8) 234 MINOR CONCRETE (MISCELLANEOUS CONSTRUCTION) 235 MINOR CONCRETE (CURB AND GUTTER) 236 MINOR CONCRETE (CONCRETE MOW STRIP) 237 MINOR CONCRETE (SIDEWALK) 238(F) MISCELLANEOUS IRON AND STEEL 239 RISER SAFETY CAGE 240(F) BRIDGE DECK DRAINAGE SYSTEM 241 TEMPORARY FENCE (TYPE CL-6) 242 CHAIN LINK FENCE (TYPE CL-6) 243 REMOVE FENCE 244 REMOVE PAVEMENT MARKER 245 DELINEATOR (CLASS 1) 246 PAVEMENT MARKER (RETROREFLECTIVE) 247 MILEPOST MARKER 248 MARKER (CULVERT) 249 CULVERT MARKER (BARRIER MOUNTED) 250 OBJECT MARKER (TYPE L) 251 REMOVE MARKER 252 REMOVE ROADSIDE SIGN (WOOD POST) 253 REMOVE ROADSIDE SIGN (METAL POST) 254 REMOVE ROADSIDE SIGN (STRAP AND SADDLE BRACKET METHOD) 255 FURNISH SINGLE SHEET ALUMINUM SIGN (0.063"-UNFRAMED) 256 FURNISH SINGLE SHEET ALUMINUM SIGN (0.063"-FRAMED) 257 ROADSIDE SIGN - ONE POST 258 ROADSIDE SIGN - TWO POST 259 INSTALL SIGN (STRAP AND SADDLE BRACKET METHOD) 260 INSTALL SIGN PANEL ON EXISTING FRAME 261 INSTALL ROADSIDE SIGN (LAMINATED WOOD BOX POST) 262 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) FOR RETROREFLECTIVE SHEETING (TYPE XI) 263 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) FOR RETROREFLECTIVE SHEETING (TYPE XI) 264 "FURNISH LAMINATED PANEL SIGN (2 1/2""-TYPE B) FOR RETROREFLECTIVE SHEETING (TYPE XI)" 265 FURNISH SINGLE SHEET ALUMINUM SIGN (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 266 FURNISH SINGLE SHEET ALUMINUM SIGN (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 267 FURNISH SINGLE SHEET ALUMINUM SIGN (0.063"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 268 FURNISH SINGLE SHEET ALUMINUM SIGN (0.080"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 269 RETROREFLECTIVE SHEETING (TYPE XI) 270 MIDWEST GUARDRAIL SYSTEM (STEEL POST) 271 MIDWEST GUARDRAIL SYSTEM (7' POST) 272 VEGETATION CONTROL (MINOR CONCRETE) 273 RAIL ELEMENT WALL 274(F) CHAIN LINK RAILING (TYPE 6 MODIFIED) 275 DOUBLE MIDWEST GUARDRAIL SYSTEM (STEEL POST) 276 DOUBLE THRIE BEAM BARRIER 277(F) CABLE RAILING 278 TRANSITION RAILING (TYPE DTB) 279 TRANSITION RAILING (TYPE WB-31) 280 END CAP (TYPE A) 281 END ANCHOR ASSEMBLY (TYPE SFT) 282 ALTERNATIVE IN-LINE TERMINAL SYSTEM 283 ALTERNATIVE MEDIAN TERMINAL SYSTEM 284(F) CONCRETE BARRIER (TYPE 60MA) 285(F) CONCRETE BARRIER (TYPE 60MA MODIFIED) 286 CONCRETE BARRIER (TYPE 60MC MOD) 287 CONCRETE BARRIER (TYPE 60MF MOD) 288 RECONSTRUCT CONCRETE ANCHOR BLOCK 289 CONCRETE BARRIER (TYPE 60M MOD) 290(F) CONCRETE BARRIER (TYPE 842) 291 REMOVE GUARDRAIL 292 SALVAGE DOUBLE THRIE BEAM BARRIER 293 SALVAGE METAL BRIDGE RAILING 294 SALVAGE GUARDRAIL 295 ADJUST GUARDRAIL 296 REMOVE CONCRETE BARRIER 297 SALVAGE HIGH TENSION CABLE BARRIER (3- STRAND) 298 SALVAGE HIGH TENSION CABLE BARRIER (3- STRAND) TERMINAL SYSTEM 299 HIGH TENSION CABLE BARRIER (4-STRAND) 300 HIGH TENSION CABLE BARRIER (4-STRAND) TERMINAL SYSTEM
Requirements: Mercer Fraser Company will work with interested subcontractors to identify opportunities to break down items into economically feasible packages. Mercer-Fraser Company is a union signatory contractor. Subcontractors must possess a current contractor?s license, worker?s compensation and insurance coverage during the entire length of the prime contract. 100% Performance and Payment Bonds may be required. Conditions or exceptions in Subcontractor?s quote are expressly rejected unless accepted in writing. All Subcontractors will be required to sign our standard Subcontract Agreement. Plans and specifications are available for viewing at our office or you may call Mercer-Fraser Company for further assistance. Please call if assistance is needed in obtaining bonding, insurance, equipment, materials and supplies. Mercer-Fraser Company intends to work cooperatively with all qualified firms seeking work on this project. We are an equal opportunity employer and will consider all bids that may be submitted.
Date posted: 07/18/2018