Listing for all primes seeking assistance with project 02-4G5504. 2 results found.
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: REQUEST FOR QUALIFIED DBE SUBCONTRACTORS & SUPPLIERS FOR: INVITATION TO BID TO: DBE / ALL QUALIFIED SUBCONTRACTORS & SUPPLIERS WE WOULD APPRECIATE YOUR SUB-BID AND/OR MATERIAL QUOTE FOR THE FOLLOWING PROJECT: State of California Department of Transportation - Caltrans Reconstruct with HMA and PCC, Widen Structure and Upgrade Rails FOR CONSTRUCTION ON STATE HIGHWAY IN SISKIYOU COUNTY IN AND NEAR DUNSMUIR FROM SACRAMENTO RIVER BRIDGE TO 0.6 MILE SOUTH OF NORTH MOUNT SHASTA UNDERPASS Contract #: 02-4G5504 Engineers Estimate: $51,000,000.00 Bid Date: 9/6/2017 @ 2 PM Goal: 8 % DBE 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 TRAFFIC CONTROL SURVEILLANCE 8 FLASHING ARROW SIGN 9 TYPE III BARRICADE 10 TEMPORARY PAVEMENT MARKING (PAINT) 11 TEMPORARY TRAFFIC STRIPE (PAINT) 12 CHANNELIZER (SURFACE MOUNTED) 13 TRAFFIC PLASTIC DRUM 14 FLASHING BEACON (PORTABLE) 15 TEMPORARY PAVEMENT MARKER 16 PORTABLE CHANGEABLE MESSAGE SIGN (LS) 17 PORTABLE RADAR TRAILER 18 TEMPORARY RAILING (TYPE K) 19 TEMPORARY CRASH CUSHION MODULE 20 ALTERNATIVE TEMPORARY CRASH CUSHION 21 JOB SITE MANAGEMENT 22 PREPARE STORM WATER POLLUTION PREVENTION PLAN 23 RAIN EVENT ACTION PLAN 24 STORM WATER SAMPLING AND ANALYSIS DAY 25 STORM WATER ANNUAL REPORT 26 MOVE-IN/MOVE-OUT (TEMPORARY EROSION CONTROL) 27 TEMPORARY HYDRAULIC MULCH 28 TEMPORARY CHECK DAM 29 TEMPORARY DRAINAGE INLET PROTECTION 30 TEMPORARY FIBER ROLL 31 STREET SWEEPING 32 TEMPORARY CONCRETE WASHOUT 33 ASBESTOS COMPLIANCE PLAN 34 TREATED WOOD WASTE 35 REMOVE CONCRETE (CY) 36 TEMPORARY HIGH-VISIBILITY FENCE 37 ROADWAY EXCAVATION 38 SHOULDER BACKING 39(F) STRUCTURE EXCAVATION (BRIDGE) 40(F) STRUCTURE BACKFILL (BRIDGE) 41 DITCH EXCAVATION 42 IMPORTED BORROW (CY) 43 SUBGRADE ENHANCEMENT GEOTEXTILE, CLASS A1 44 HYDROMULCH 45 STRAW 46 HYDROSEED 47 FINISHING ROADWAY 48 CLASS 2 AGGREGATE BASE (CY) 49 PREPAVING INERTIAL PROFILER 50 PREPAVING GRINDING DAY 51 REPLACE ASPHALT CONCRETE SURFACING 52 HOT MIX ASPHALT (TYPE A) 53 HOT MIX ASPHALT BASE (TYPE A) 54 DATA CORE 55 PLACE HOT MIX ASPHALT DIKE (TYPE A) 56 PLACE HOT MIX ASPHALT DIKE (TYPE C) 57 PLACE HOT MIX ASPHALT DIKE (TYPE D) 58 PLACE HOT MIX ASPHALT DIKE (TYPE F) 59 PLACE HOT MIX ASPHALT (MISCELLANEOUS AREA) 60 TACK COAT 61 COLD PLANE ASPHALT CONCRETE PAVEMENT 62 CONTINUOUSLY REINFORCED CONCRETE PAVEMENT 63 JOINTED PLAIN CONCRETE PAVEMENT 64 CLEAN AND FILL SHOULDER GROUND-IN INDENTATIONS WITH POLYESTER CONCRETE 65 JOINT SEAL (SILICONE) 66 ISOLATION JOINT SEAL (SILICONE) 67 FURNISH STEEL PILING (HP 12 X 84) 68 DRIVE STEEL PILE (HP 12 X 84) 69 60" CAST-IN-DRILLED-HOLE CONCRETE PILE (SIGN FOUNDATION) 70(F) STRUCTURAL CONCRETE, BRIDGE 71(F) STRUCTURAL CONCRETE, BRIDGE (POLYMER FIBER) 72(F) STRUCTURAL CONCRETE, CORBEL 73(F) STRUCTURAL CONCRETE, HEADWALL 74(F) STRUCTURAL CONCRETE, DRAINAGE INLET 75(F) MINOR CONCRETE (MINOR STRUCTURE) 76 DRILL AND BOND DOWEL 77 DRILL AND BOND DOWEL (CHEMICAL ADHESIVE)(LF) 78 FURNISH PRECAST PRESTRESSED CONCRETE WIDE FLANGE GIRDER (100'-110') 79(F) ERECT PRECAST PRESTRESSED CONCRETE GIRDER 80 JOINT SEAL (MR 1") 81(F) BAR REINFORCING STEEL (BRIDGE) 82(F) BAR REINFORCING STEEL (EPOXY COATED) (BRIDGE) 83(F) FURNISH SIGN STRUCTURE (TRUSS) 84(F) INSTALL SIGN STRUCTURE (TRUSS) 85 REMOVE SIGN STRUCTURE (EA) 86 PREPARE CONCRETE BRIDGE DECK SURFACE 87 FURNISH POLYESTER CONCRETE OVERLAY 88(F) PLACE POLYESTER CONCRETE OVERLAY 89 BRIDGE REMOVAL (PORTION), LOCATION A 90 BRIDGE REMOVAL (PORTION), LOCATION B 91 BRIDGE REMOVAL (PORTION), LOCATION C 92 CLEAN AND PLACE POLYESTER CONCRETE FILL 93 12" ALTERNATIVE PIPE CULVERT 94 18" ALTERNATIVE PIPE CULVERT 95 24" ALTERNATIVE PIPE CULVERT 96 30" ALTERNATIVE PIPE CULVERT 97(F) CONCRETE BACKFILL (PIPE TRENCH) 98 12" TEMPORARY CULVERT 99 12" TEMPORARY REINFORCED CONCRETE PIPE CULVERT 100 15" TEMPORARY REINFORCED CONCRETE PIPE CULVERT 101 18" REINFORCED CONCRETE PIPE 102 24" REINFORCED CONCRETE PIPE 103 30" REINFORCED CONCRETE PIPE 104 12"POLYMERIC SHEET COATED CORRUGATED STEEL PIPE (0.079" THICK) 105 18" POLYMERIC SHEET COATED CORRUGATED STEEL PIPE (0.109" THICK) 106 8" PERFORATED STEEL PIPE UNDERDRAIN (.064" THICK) 107 8" PERFORATED PLASTIC PIPE UNDERDRAIN 108 8" NON-PERFORATED PLASTIC PIPE (UNDERDRAIN OUTLET) 109 3" PLASTIC PIPE (EDGE DRAIN OUTLET) 110(F) PERMEABLE MATERIAL (BRIDGE) 111 REMOVE FLARED END SECTION 112 24" STEEL FLARED END SECTION 113 24" CONCRETE FLARED END SECTION 114 18" ALTERNATIVE FLARED END SECTION 115 24" ALTERNATIVE FLARED END SECTION 116 36" PRECAST CONCRETE PIPE INLET 117 ABANDON CULVERT (LF) 118 REMOVE GRATED LINE DRAIN 119 REMOVE CULVERT (LF) 120 REMOVE INLET 121 REMOVE HEADWALL 122 ADJUST INLET 123 ADJUST UTILITY COVER TO GRADE 124 MODIFY INLET 125 CAP INLET 126 CLEANING, INSPECTING, AND PREPARING CULVERT (LF) 127 SAND BACKFILL 128 18" CURED-IN-PLACE PIPELINER 129 24" CURED-IN-PLACE PIPELINER 130 30" CURED-IN-PLACE PIPELINER 131 36" CURED-IN-PLACE PIPELINER 132 HDPE PLASTIC PIPELINER (22" OD SDR 32.5) 133 ROCK SLOPE PROTECTION (150 LB, CLASS III, METHOD B) (CY) 134 MINOR CONCRETE (MISCELLANEOUS CONSTRUCTION) 135 MINOR CONCRETE (CURB AND GUTTER) 136 MINOR CONCRETE (TEXTURED PAVING) 137(F) MISCELLANEOUS IRON AND STEEL 138 PREPARE AND STAIN CONCRETE 139 REMOVE PAVEMENT MARKER 140 REMOVE DELINEATOR 141 DELINEATOR (CLASS 2) 142 CONCRETE BARRIER DELINEATOR 143 PAVEMENT MARKER (RETROREFLECTIVE) 144 PAVEMENT MARKER (RETROREFLECTIVE-RECESSED) 145 MILEPOST MARKER 146 MARKER (CULVERT) 147 MARKER (CULVERT) (BARRIER MOUNTED) 148 OBJECT MARKER (TYPE P) 149 OBJECT MARKER (TYPE L-1) 150 REMOVE MARKER 151 REMOVE ROADSIDE SIGN (WOOD POST) 152 REMOVE ROADSIDE SIGN (METAL POST) 153 REMOVE ROADSIDE SIGN (STRAP AND SADDLE BRACKET METHOD) 154 REMOVE ROADSIDE SIGN PANEL 155 REMOVE ROADSIDE SIGN (STEEL POST) 156 REMOVE SIGN FROM SIGN FRAME 157 RESET ROADSIDE SIGN (METAL POST) 158 RELOCATE ROADSIDE SIGN (METAL POST) 159 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) 160 FURNISH SINGLE SHEET ALUMINUM SIGN (0.080"-FRAMED) 161 METAL (BARRIER MOUNTED SIGN) 162 ROADSIDE SIGN - ONE POST 163 ROADSIDE SIGN - TWO POST 164 INSTALL SIGN (STRAP AND SADDLE BRACKET METHOD) 165 INSTALL SIGN PANEL ON EXISTING FRAME 166 INSTALL ROADSIDE SIGN PANEL ON EXISTING POST 167 INSTALL ROADSIDE SIGN (LAMINATED WOOD BOX POST) 168 FURNISH LAMINATED WOOD BOX POST (TYPE L) 169 FURNISH LAMINATED WOOD BOX POST (TYPE M) 170 FURNISH FORMED PANEL SIGN (OVERHEAD) FOR RETROREFLECTIVE SHEETING (TYPE XI) 171 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) FOR RETROREFLECTIVE SHEETING (TYPE XI) 172 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) FOR RETROREFLECTIVE SHEETING (TYPE XI) 173 FURNISH LAMINATED PANEL SIGN (2 1/2"-TYPE B) FOR RETROREFLECTIVE SHEETING (TYPE XI) 174 FURNISH SINGLE SHEET ALUMINUM SIGN (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 175 FURNISH SINGLE SHEET ALUMINUM SIGN (0.063"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 176 FURNISH SINGLE SHEET ALUMINUM SIGN (0.080"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 177 RETROREFLECTIVE SHEETING (TYPE XI) 178 MIDWEST GUARDRAIL SYSTEM (STEEL POST) 179 MIDWEST GUARDRAIL SYSTEM (7' POST) 180 DOUBLE MIDWEST GUARDRAIL SYSTEM (STEEL POST) 181 SINGLE THRIE BEAM BARRIER (STEEL POST) 182 DOUBLE THRIE BEAM BARRIER (STEEL POST) 183 TRANSITION RAILING (TYPE WB-31) 184 RAIL TENSIONING ASSEMBLY 185 END CAP (TYPE A) 186 END CAP (TYPE TC) 187 END ANCHOR ASSEMBLY (TYPE SFT) 188 ALTERNATIVE IN-LINE TERMINAL SYSTEM 189 ALTERNATIVE FLARED TERMINAL SYSTEM 190 MEDIAN TERMINAL 191 ALTERNATIVE CRASH CUSHION SYSTEM 192 CONCRETE BARRIER (TYPE 60PR) 193 CONCRETE BARRIER (TYPE 60C) 194(F) CONCRETE BARRIER (TYPE 742) 195(F) CONCRETE BARRIER (TYPE 742A) 196(F) CONCRETE BARRIER (TYPE 742 MODIFIED) 197(F) CONCRETE BARRIER (TYPE 742A MODIFIED) 198 REMOVE GUARDRAIL 199 SALVAGE METAL BRIDGE RAILING 200 RELOCATE CONCRETE BARRIER (TYPE K) 201 REMOVE CONCRETE BARRIER 202 THERMOPLASTIC PAVEMENT MARKING 203 THERMOPLASTIC TRAFFIC STRIPE (SPRAYABLE) 204 9" PERMANENT TAPE TRAFFIC STRIPE (BROKEN 36-12) (RECESSED) 205 9" PERMANENT TAPE TRAFFIC STRIPE (BROKEN 17-7) (RECESSED) 206 9" PERMANENT TAPE TRAFFIC STRIPE (RECESSED) 207 11" PERMANENT TAPE TRAFFIC STRIPE (RECESSED) 208 15" PERMANENT TAPE TRAFFIC STRIPE (RECESSED) 209 REMOVE THERMOPLASTIC TRAFFIC STRIPE 210 REMOVE THERMOPLASTIC PAVEMENT MARKING 211 12" RUMBLE STRIP (ASPHALT CONCRETE PAVEMENT) 212 12" RUMBLE STRIP (CONCRETE PAVEMENT) 213 MAINTAINING EXISTING TRAFFIC MANAGEMENT SYSTEM ELEMENTS DURING CONSTRUCTION 214 SIGN ILLUMINATION SYSTEM 215 TRAFFIC MONITORING STATION SYSTEM 216 MODIFYING EXISTING ELECTRICAL SYSTEM 217 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: 07/18/2017
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: Mercer-Fraser is currently requesting quotes from all qualified DBE subcontractors and/or suppliers for the following items of work: 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 TRAFFIC CONTROL SURVEILLANCE 8 FLASHING ARROW SIGN 9 TYPE III BARRICADE 10 TEMPORARY PAVEMENT MARKING (PAINT) 11 TEMPORARY TRAFFIC STRIPE (PAINT) 12 CHANNELIZER (SURFACE MOUNTED) 13 TRAFFIC PLASTIC DRUM 14 FLASHING BEACON (PORTABLE) 15 TEMPORARY PAVEMENT MARKER 16 PORTABLE CHANGEABLE MESSAGE SIGN (LS) 17 PORTABLE RADAR TRAILER 18 TEMPORARY RAILING (TYPE K) 19 TEMPORARY CRASH CUSHION MODULE 20 ALTERNATIVE TEMPORARY CRASH CUSHION 21 JOB SITE MANAGEMENT 22 PREPARE STORM WATER POLLUTION PREVENTION PLAN 23 RAIN EVENT ACTION PLAN 24 STORM WATER SAMPLING AND ANALYSIS DAY 25 STORM WATER ANNUAL REPORT 26 MOVE-IN/MOVE-OUT (TEMPORARY EROSION CONTROL) 27 TEMPORARY HYDRAULIC MULCH 28 TEMPORARY CHECK DAM 29 TEMPORARY DRAINAGE INLET PROTECTION 30 TEMPORARY FIBER ROLL 31 STREET SWEEPING 32 TEMPORARY CONCRETE WASHOUT 33 ASBESTOS COMPLIANCE PLAN 34 TREATED WOOD WASTE 35 REMOVE CONCRETE (CY) 36 TEMPORARY HIGH-VISIBILITY FENCE 37 ROADWAY EXCAVATION 38 SHOULDER BACKING 39 STRUCTURE EXCAVATION (BRIDGE) 40 STRUCTURE BACKFILL (BRIDGE) 41 DITCH EXCAVATION 42 IMPORTED BORROW (CY) 43 SUBGRADE ENHANCEMENT GEOTEXTILE, CLASS A1 44 HYDROMULCH 45 STRAW 46 HYDROSEED 47 FINISHING ROADWAY 48 CLASS 2 AGGREGATE BASE (CY) 49 PREPAVING INERTIAL PROFILER 50 PREPAVING GRINDING DAY 51 REPLACE ASPHALT CONCRETE SURFACING 52 HOT MIX ASPHALT (TYPE A) 53 HOT MIX ASPHALT BASE (TYPE A) 54 DATA CORE 55 PLACE HOT MIX ASPHALT DIKE (TYPE A) 56 PLACE HOT MIX ASPHALT DIKE (TYPE C) 57 PLACE HOT MIX ASPHALT DIKE (TYPE D) 58 PLACE HOT MIX ASPHALT DIKE (TYPE F) 59 PLACE HOT MIX ASPHALT (MISCELLANEOUS AREA) 60 TACK COAT 61 COLD PLANE ASPHALT CONCRETE PAVEMENT 62 CONTINUOUSLY REINFORCED CONCRETE PAVEMENT 63 JOINTED PLAIN CONCRETE PAVEMENT 64 CLEAN AND FILL SHOULDER GROUND-IN INDENTATIONS WITH POLYESTER CONCRETE 65 JOINT SEAL (SILICONE) 66 ISOLATION JOINT SEAL (SILICONE) 67 FURNISH STEEL PILING (HP 12 X 84) 68 DRIVE STEEL PILE (HP 12 X 84) 69 60" CAST-IN-DRILLED-HOLE CONCRETE PILE (SIGN FOUNDATION) 70 STRUCTURAL CONCRETE, BRIDGE 71 STRUCTURAL CONCRETE, BRIDGE (POLYMER FIBER) 72 STRUCTURAL CONCRETE, CORBEL 73 STRUCTURAL CONCRETE, HEADWALL 74 STRUCTURAL CONCRETE, DRAINAGE INLET 75 MINOR CONCRETE (MINOR STRUCTURE) 76 DRILL AND BOND DOWEL 77 DRILL AND BOND DOWEL (CHEMICAL ADHESIVE)(LF) 78 FURNISH PRECAST PRESTRESSED CONCRETE WIDE FLANGE GIRDER (100'-110') 79 ERECT PRECAST PRESTRESSED CONCRETE GIRDER 80 JOINT SEAL (MR 1") 81 BAR REINFORCING STEEL (BRIDGE) 82 BAR REINFORCING STEEL (EPOXY COATED) (BRIDGE) 83 FURNISH SIGN STRUCTURE (TRUSS) 84 INSTALL SIGN STRUCTURE (TRUSS) 85 REMOVE SIGN STRUCTURE (EA) 86 PREPARE CONCRETE BRIDGE DECK SURFACE 87 FURNISH POLYESTER CONCRETE OVERLAY 88 PLACE POLYESTER CONCRETE OVERLAY 89 BRIDGE REMOVAL (PORTION), LOCATION A 90 BRIDGE REMOVAL (PORTION), LOCATION B 91 BRIDGE REMOVAL (PORTION), LOCATION C 92 CLEAN AND PLACE POLYESTER CONCRETE FILL 93 12" ALTERNATIVE PIPE CULVERT 94 18" ALTERNATIVE PIPE CULVERT 95 24" ALTERNATIVE PIPE CULVERT 96 30" ALTERNATIVE PIPE CULVERT 97 CONCRETE BACKFILL (PIPE TRENCH) 98 12" TEMPORARY CULVERT 99 12" TEMPORARY REINFORCED CONCRETE PIPE CULVERT 100 15" TEMPORARY REINFORCED CONCRETE PIPE CULVERT 101 18" REINFORCED CONCRETE PIPE 102 24" REINFORCED CONCRETE PIPE 103 30" REINFORCED CONCRETE PIPE 104 12"POLYMERIC SHEET COATED CORRUGATED STEEL PIPE (0.079" THICK) 105 18" POLYMERIC SHEET COATED CORRUGATED STEEL PIPE (0.109" THICK) 106 8" PERFORATED STEEL PIPE UNDERDRAIN (.064" THICK) 107 8" PERFORATED PLASTIC PIPE UNDERDRAIN 108 8" NON-PERFORATED PLASTIC PIPE (UNDERDRAIN OUTLET) 109 3" PLASTIC PIPE (EDGE DRAIN OUTLET) 110 PERMEABLE MATERIAL (BRIDGE) 111 REMOVE FLARED END SECTION 112 24" STEEL FLARED END SECTION 113 24" CONCRETE FLARED END SECTION 114 18" ALTERNATIVE FLARED END SECTION 115 24" ALTERNATIVE FLARED END SECTION 116 36" PRECAST CONCRETE PIPE INLET 117 ABANDON CULVERT (LF) 118 REMOVE GRATED LINE DRAIN 119 REMOVE CULVERT (LF) 120 REMOVE INLET 121 REMOVE HEADWALL 122 ADJUST INLET 123 ADJUST UTILITY COVER TO GRADE 124 MODIFY INLET 125 CAP INLET 126 CLEANING, INSPECTING, AND PREPARING CULVERT (LF) 127 SAND BACKFILL 128 18" CURED-IN-PLACE PIPELINER 129 24" CURED-IN-PLACE PIPELINER 130 30" CURED-IN-PLACE PIPELINER 131 36" CURED-IN-PLACE PIPELINER 132 HDPE PLASTIC PIPELINER (22" OD SDR 32.5) 133 ROCK SLOPE PROTECTION (150 LB, CLASS III, METHOD B) (CY) 134 MINOR CONCRETE (MISCELLANEOUS CONSTRUCTION) 135 MINOR CONCRETE (CURB AND GUTTER) 136 MINOR CONCRETE (TEXTURED PAVING) 137 MISCELLANEOUS IRON AND STEEL 138 PREPARE AND STAIN CONCRETE 139 REMOVE PAVEMENT MARKER 140 REMOVE DELINEATOR 141 DELINEATOR (CLASS 2) 142 CONCRETE BARRIER DELINEATOR 143 PAVEMENT MARKER (RETROREFLECTIVE) 144 PAVEMENT MARKER (RETROREFLECTIVE-RECESSED) 145 MILEPOST MARKER 146 MARKER (CULVERT) 147 MARKER (CULVERT) (BARRIER MOUNTED) 148 OBJECT MARKER (TYPE P) 149 OBJECT MARKER (TYPE L-1) 150 REMOVE MARKER 151 REMOVE ROADSIDE SIGN (WOOD POST) 152 REMOVE ROADSIDE SIGN (METAL POST) 153 REMOVE ROADSIDE SIGN (STRAP AND SADDLE BRACKET METHOD) 154 REMOVE ROADSIDE SIGN PANEL 155 REMOVE ROADSIDE SIGN (STEEL POST) 156 REMOVE SIGN FROM SIGN FRAME 157 RESET ROADSIDE SIGN (METAL POST) 158 RELOCATE ROADSIDE SIGN (METAL POST) 159 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) 160 FURNISH SINGLE SHEET ALUMINUM SIGN (0.080"-FRAMED) 161 METAL (BARRIER MOUNTED SIGN) 162 ROADSIDE SIGN - ONE POST 163 ROADSIDE SIGN - TWO POST 164 INSTALL SIGN (STRAP AND SADDLE BRACKET METHOD) 165 INSTALL SIGN PANEL ON EXISTING FRAME 166 INSTALL ROADSIDE SIGN PANEL ON EXISTING POST 167 INSTALL ROADSIDE SIGN (LAMINATED WOOD BOX POST) 168 FURNISH LAMINATED WOOD BOX POST (TYPE L) 169 FURNISH LAMINATED WOOD BOX POST (TYPE M) 170 FURNISH FORMED PANEL SIGN (OVERHEAD) FOR RETROREFLECTIVE SHEETING (TYPE XI) 171 FURNISH LAMINATED PANEL SIGN (1"-TYPE A)FOR RETROREFLECTIVE SHEETING (TYPE XI) 172 FURNISH LAMINATED PANEL SIGN (1"-TYPE B)FOR RETROREFLECTIVE SHEETING (TYPE XI) 173 FURNISH LAMINATED PANEL SIGN (2 1/2"-TYPE B) FOR RETROREFLECTIVE SHEETING (TYPE XI) 174 FURNISH SINGLE SHEET ALUMINUM SIGN (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 175 FURNISH SINGLE SHEET ALUMINUM SIGN (0.063"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 176 FURNISH SINGLE SHEET ALUMINUM SIGN (0.080"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 177 RETROREFLECTIVE SHEETING (TYPE XI) 178 MIDWEST GUARDRAIL SYSTEM (STEEL POST) 179 MIDWEST GUARDRAIL SYSTEM (7' POST) 180 DOUBLE MIDWEST GUARDRAIL SYSTEM (STEEL POST) 181 SINGLE THRIE BEAM BARRIER (STEEL POST) 182 DOUBLE THRIE BEAM BARRIER (STEEL POST) 183 TRANSITION RAILING (TYPE WB-31) 184 RAIL TENSIONING ASSEMBLY 185 END CAP (TYPE A) 186 END CAP (TYPE TC) 187 END ANCHOR ASSEMBLY (TYPE SFT) 188 ALTERNATIVE IN-LINE TERMINAL SYSTEM 189 ALTERNATIVE FLARED TERMINAL SYSTEM 190 MEDIAN TERMINAL 191 ALTERNATIVE CRASH CUSHION SYSTEM 192 CONCRETE BARRIER (TYPE 60PR) 193 CONCRETE BARRIER (TYPE 60C) 194 CONCRETE BARRIER (TYPE 742) 195 CONCRETE BARRIER (TYPE 742A) 196 CONCRETE BARRIER (TYPE 742 MODIFIED) 197 CONCRETE BARRIER (TYPE 742A MODIFIED) 198 REMOVE GUARDRAIL 199 SALVAGE METAL BRIDGE RAILING 200 RELOCATE CONCRETE BARRIER (TYPE K) 201 REMOVE CONCRETE BARRIER 202 THERMOPLASTIC PAVEMENT MARKING 203 THERMOPLASTIC TRAFFIC STRIPE (SPRAYABLE) 204 9" PERMANENT TAPE TRAFFIC STRIPE (BROKEN 36-12) (RECESSED) 205 9" PERMANENT TAPE TRAFFIC STRIPE (BROKEN 17-7) (RECESSED) 206 9" PERMANENT TAPE TRAFFIC STRIPE (RECESSED) 207 11" PERMANENT TAPE TRAFFIC STRIPE (RECESSED) 208 15" PERMANENT TAPE TRAFFIC STRIPE (RECESSED) 209 REMOVE THERMOPLASTIC TRAFFIC STRIPE 210 REMOVE THERMOPLASTIC PAVEMENT MARKING 211 12" RUMBLE STRIP (ASPHALT CONCRETE PAVEMENT) 212 12" RUMBLE STRIP (CONCRETE PAVEMENT) 213 MAINTAINING EXISTING TRAFFIC MANAGEMENT SYSTEM ELEMENTS DURING CONSTRUCTION 214 SIGN ILLUMINATION SYSTEM 215 TRAFFIC MONITORING STATION SYSTEM 216 MODIFYING EXISTING ELECTRICAL SYSTEM 217 MOBILIZATION
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: 07/19/2017