Search Results: Planholders

Listing for all primes seeking assistance with project 02-0H7604.
6 results found.

Contractor: C&S Publishing Contact: Steve
Address: 8041 Tallon Way Antelope, CA 95843
Phone: 916-729-5432 Fax: Email: candspublishing@gmail.com
Services needed: C&S Publishing offers The Daily Reporter (TDR) FREE newspaper for bid leads and also for a very aggressive good-faith outreach program. If you need to meet DBE/DVBE bid requirements, we have a low-cost but extensive program for you. Email the information you want published to CandSpublishing@gmail.com. We will typeset the ad and send you back a proof and a price. When you are happy with the ad and the price, we'll run it. We can usually provide same day publication. The ad will run CONTINUALLY in all editions of the newspaper until the bid date, and also be published online, and also be sent directly to over 13,000 subcontractors via email and social media. After the ad has run, we’ll send a PROOF OF PUBLICATION STATEMENT WITH WET SIGNATURE by first-class mail for inclusion in your bid package. More info online at www.TheDailyReporter.net
Requirements:
Date posted: 01/29/2019
Contractor: Hat Creek Construction & Materials, Inc. Contact: Amber DeMarco
Address: 24339 Hwy 89 N. Burney, Ca. 96013
Phone: 530-335-5501 Fax: 530-335-5510 Email: amber@hatcreekconstruction.com
Services needed: Hat Creek Construction & Materials, Inc. is requesting quotes from qualified DVBE/DBE/UDBE/SBE subcontractors and suppliers for the following bid items for this project: 1) LEAD COMPLIANCE PLAN, TIME-RELATED OVERHEAD (LS), DEVELOP WATER SUPPLY, CONSTRUCTION AREA SIGNS, TRAFFIC CONTROL SYSTEM, TEMPORARY PAVEMENT MARKING (PAINT), TEMPORARY TRAFFIC STRIPE (PAINT), TEMPORARY PEDESTRIAN ACCESS ROUTE, PORTABLE CHANGEABLE MESSAGE SIGN (LS), JOB SITE MANAGEMENT, PREPARE WATER POLLUTION CONTROL PROGRAM, MOVE-IN/MOVE-OUT (TEMPORARY EROSION CONTROL), TEMPORARY HYDRAULIC MULCH (BONDED FIBER MATRIX), TEMPORARY DRAINAGE INLET PROTECTION, TEMPORARY FIBER ROLL, TEMPORARY GRAVEL BAG BERM, STREET SWEEPING, TEMPORARY CONCRETE WASHOUT, TREATED WOOD WASTE, REMOVE CONCRETE (MISCELLANEOUS) (SQFT), TEMPORARY HIGH-VISIBILITY FENCE, CLEARING AND GRUBBING (LS), DUST PALLIATIVE, ROADWAY EXCAVATION, SHOULDER BACKING, DITCH EXCAVATION, BONDED FIBER MATRIX (SQFT), CLASS 2 AGGREGATE BASE (CY), FULL DEPTH RECLAMATION-FOAMED ASPHALT, ASPHALTIC EMULSION (FULL DEPTH RECLAMATION-FOAMED ASPHALT), ASPHALT BINDER (FULL DEPTH RECLAMATION-FOAMED ASPHALT), CEMENT (FULL DEPTH RECLAMATION-FOAMED ASPHALT), SUPPLEMENTARY AGGREGATE (FULL DEPTH RECLAMATION-FOAMED ASPHALT), MIX DESIGN (FULL DEPTH RECLAMATION-FOAMED ASPHALT), HOT MIX ASPHALT (TYPE A), DATA CORE, PLACE HOT MIX ASPHALT DIKE (TYPE A), PLACE HOT MIX ASPHALT DIKE (TYPE D), 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 DIKE, COLD PLANE ASPHALT CONCRETE PAVEMENT, REMOVE BASE AND SURFACING, RAIL ELEMENT WALL, STRUCTURAL CONCRETE, HEADWALL, STRUCTURAL CONCRETE, DRAINAGE INLET, MINOR CONCRETE (MINOR STRUCTURE), 18" ALTERNATIVE PIPE CULVERT, 24" ALTERNATIVE PIPE CULVERT, 36" ALTERNATIVE PIPE CULVERT, CONCRETE BACKFILL (PIPE TRENCH), 24" REINFORCED CONCRETE PIPE (CLASS IV, RUBBER GASKET JOINT), 30" X 19" ELLIPTICAL REINFORCED CONCRETE PIPE (CLASS III), 34"X 22" ELLIPTICAL REINFORCED CONCRETE PIPE (CLASS III), 12" CORRUGATED STEEL PIPE (.079" THICK), 18" CORRUGATED STEEL PIPE (.109" THICK), 24" CORRUGATED STEEL PIPE (.109" THICK), 24" X 18" CORRUGATED STEEL PIPE ARCH (.109" THICK), 42" X 29" CORRUGATED STEEL PIPE ARCH (.109" THICK), 8" PERFORATED PLASTIC PIPE UNDERDRAIN, 8" PLASTIC PIPE (UNDERDRAIN OUTLET), 8" CORRUGATED STEEL PIPE DOWNDRAIN (.079" THICK), 18" CORRUGATED STEEL PIPE DOWNDRAIN (.109" THICK), 24" CORRUGATED STEEL PIPE DOWNDRAIN (.109" THICK), 18" ANCHOR ASSEMBLY, 24" ANCHOR ASSEMBLY, 24" CONCRETE FLARED END SECTION, 30" X 19" ELLIPTICAL REINFORCED CONCRETE PIPE FLARED END SECTION, 34" X 22" ELLIPTICAL REINFORCED CONCRETE PIPE FLARED END SECTION, 18" ALTERNATIVE FLARED END SECTION, 24" ALTERNATIVE FLARED END SECTION, 36" ALTERNATIVE FLARED END SECTION, 42" X 29" ALTERNATIVE FLARED END PIPE ARCH SECTION, 24" X 18" STEEL FLARED END PIPE ARCH SECTION, 36" PRECAST CONCRETE PIPE INLET, ABANDON CULVERT (EA), REMOVE CULVERT (LF), REMOVE DOWNDRAIN (EA), REMOVE INLET, REMOVE HEADWALL, REMOVE FLARED END SECTION (EA), ADJUST INLET, SAND BACKFILL, ROCK SLOPE PROTECTION (300 LB, CLASS IV, 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, FENCE (TYPE BW, WOOD POST), TEMPORARY FENCE (TYPE BW), REMOVE FENCE (TYPE BW), DELINEATOR (CLASS 1), PAVEMENT MARKER (RETROREFLECTIVE-RECESSED), MILEPOST MARKER, UNDERDRAIN MARKER, MARKER (CULVERT), OBJECT MARKER (TYPE L-1), REMOVE ROADSIDE SIGN (WOOD POST), REMOVE, ROADSIDE SIGN (METAL POST), REMOVE ROADSIDE SIGN PANEL, SALVAGE ROADSIDE SIGN PANEL, RECONSTRUCT TURNABLE SIGN, FURNISH SINGLE SHEET ALUMINUM SIGN (2-1/2" TYPE B) FOR RETROREFLECTIVE SHEETING (TYPE XI), FURNISH SINGLE SHEET ALUMINUM SIGN (0.063"-UNFRAMED), FURNISH SINGLE SHEET ALUMINUM SIGN (0.063"- UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI), FURNISH SINGLE SHEET ALUMINUM SIGN (0.080"-UNFRAMED), 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), ROADSIDE SIGN - ONE POST, ROADSIDE SIGN - TWO POST, INSTALL SIGN (STRAP AND SADDLE BRACKET METHOD), INSTALL ROADSIDE SIGN PANEL ON EXISTING POST, INSTALL ROADSIDE SIGN (LAMINATED WOOD BOX POST), MIDWEST GUARDRAIL SYSTEM (STEEL POST), VEGETATION CONTROL (MINOR CONCRETE), CABLE RAILING, END ANCHOR ASSEMBLY (TYPE SFT), END ANCHOR ASSEMBLY (TYPE B), ALTERNATIVE IN-LINE TERMINAL SYSTEM, ASYMMETRICAL REPLACEMENT ASSEMBLY, ALTERNATIVE CASH CUSHION SYSTEM, SALVAGE GUARDRAIL, THERMOPLASTIC PAVEMENT MARKING, THERMOPLASTIC TRAFFIC STRIPE (SPRAYABLE), MAINTAINING EXISTING TRAFFIC MANAGEMENT SYSTEM ELEMENTS DURING CONSTRUCTION, TRAFFIC MONITORING STATION SYSTEM, MODIFYING EXISTING ELECTRICAL SYSTEM, MOBILIZATION plans and specifications can be obtained from the Caltrans website http://www.dot.ca.gov/hq/esc/oe/weekly_ads/index.php
Requirements: Subcontractors must possess current contractor’s license, insurance and workers compensation meeting Hat Creek Construction’s requirements. Payment and performance bonds may be required. Subcontractors will be subject to the terms and conditions of Hat Creek’s subcontract agreement and safety standards. If you need assistance in obtaining bonds, insurance, equipment, materials and/or supplies please contact our office or visit our website www.hatcreekconstruction.com for more information. Hat Creek Construction & Materials, Inc. is an equal opportunity employer and intends to work cooperatively with all qualified firms seeking work on this project.
Date posted: 01/30/2019
Contractor: Road and Highway Builders, llc. Contact: Sherry Cuellar
Address: 175 Salomon Cir Suite # 103 Sparks, NV 89434
Phone: 775-852-7283 Fax: 775-359-7248 Email: sherry.cuellar@strlco.com
Services needed: Road and Highway Builders is requesting quotes from qualified DVBE/DBE/UDBE/SBE subcontractors and suppliers for the following bid items for this project: 1) LEAD COMPLIANCE PLAN, TIME-RELATED OVERHEAD (LS), DEVELOP WATER SUPPLY, CONSTRUCTION AREA SIGNS, TRAFFIC CONTROL SYSTEM, TEMPORARY PAVEMENT MARKING (PAINT), TEMPORARY TRAFFIC STRIPE (PAINT), TEMPORARY PEDESTRIAN ACCESS ROUTE, PORTABLE CHANGEABLE MESSAGE SIGN (LS), JOB SITE MANAGEMENT, PREPARE WATER POLLUTION CONTROL PROGRAM, MOVE-IN/MOVE-OUT (TEMPORARY EROSION CONTROL), TEMPORARY HYDRAULIC MULCH (BONDED FIBER MATRIX), TEMPORARY DRAINAGE INLET PROTECTION, TEMPORARY FIBER ROLL, TEMPORARY GRAVEL BAG BERM, STREET SWEEPING, TEMPORARY CONCRETE WASHOUT, TREATED WOOD WASTE, REMOVE CONCRETE (MISCELLANEOUS) (SQFT), TEMPORARY HIGH-VISIBILITY FENCE, CLEARING AND GRUBBING (LS), DUST PALLIATIVE, ROADWAY EXCAVATION, SHOULDER BACKING, DITCH EXCAVATION, BONDED FIBER MATRIX (SQFT), CLASS 2 AGGREGATE BASE (CY), FULL DEPTH RECLAMATION-FOAMED ASPHALT, ASPHALTIC EMULSION (FULL DEPTH RECLAMATION-FOAMED ASPHALT), ASPHALT BINDER (FULL DEPTH RECLAMATION-FOAMED ASPHALT), CEMENT (FULL DEPTH RECLAMATION-FOAMED ASPHALT), SUPPLEMENTARY AGGREGATE (FULL DEPTH RECLAMATION-FOAMED ASPHALT), MIX DESIGN (FULL DEPTH RECLAMATION-FOAMED ASPHALT), HOT MIX ASPHALT (TYPE A), DATA CORE, PLACE HOT MIX ASPHALT DIKE (TYPE A), PLACE HOT MIX ASPHALT DIKE (TYPE D), 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 DIKE, COLD PLANE ASPHALT CONCRETE PAVEMENT, REMOVE BASE AND SURFACING, RAIL ELEMENT WALL, STRUCTURAL CONCRETE, HEADWALL, STRUCTURAL CONCRETE, DRAINAGE INLET, MINOR CONCRETE (MINOR STRUCTURE), 18" ALTERNATIVE PIPE CULVERT, 24" ALTERNATIVE PIPE CULVERT, 36" ALTERNATIVE PIPE CULVERT, CONCRETE BACKFILL (PIPE TRENCH), 24" REINFORCED CONCRETE PIPE (CLASS IV, RUBBER GASKET JOINT), 30" X 19" ELLIPTICAL REINFORCED CONCRETE PIPE (CLASS III), 34"X 22" ELLIPTICAL REINFORCED CONCRETE PIPE (CLASS III), 12" CORRUGATED STEEL PIPE (.079" THICK), 18" CORRUGATED STEEL PIPE (.109" THICK), 24" CORRUGATED STEEL PIPE (.109" THICK), 24" X 18" CORRUGATED STEEL PIPE ARCH (.109" THICK), 42" X 29" CORRUGATED STEEL PIPE ARCH (.109" THICK), 8" PERFORATED PLASTIC PIPE UNDERDRAIN, 8" PLASTIC PIPE (UNDERDRAIN OUTLET), 8" CORRUGATED STEEL PIPE DOWNDRAIN (.079" THICK), 18" CORRUGATED STEEL PIPE DOWNDRAIN (.109" THICK), 24" CORRUGATED STEEL PIPE DOWNDRAIN (.109" THICK), 18" ANCHOR ASSEMBLY, 24" ANCHOR ASSEMBLY, 24" CONCRETE FLARED END SECTION, 30" X 19" ELLIPTICAL REINFORCED CONCRETE PIPE FLARED END SECTION, 34" X 22" ELLIPTICAL REINFORCED CONCRETE PIPE FLARED END SECTION, 18" ALTERNATIVE FLARED END SECTION, 24" ALTERNATIVE FLARED END SECTION, 36" ALTERNATIVE FLARED END SECTION, 42" X 29" ALTERNATIVE FLARED END PIPE ARCH SECTION, 24" X 18" STEEL FLARED END PIPE ARCH SECTION, 36" PRECAST CONCRETE PIPE INLET, ABANDON CULVERT (EA), REMOVE CULVERT (LF), REMOVE DOWNDRAIN (EA), REMOVE INLET, REMOVE HEADWALL, REMOVE FLARED END SECTION (EA), ADJUST INLET, SAND BACKFILL, ROCK SLOPE PROTECTION (300 LB, CLASS IV, 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, FENCE (TYPE BW, WOOD POST), TEMPORARY FENCE (TYPE BW), REMOVE FENCE (TYPE BW), DELINEATOR (CLASS 1), PAVEMENT MARKER (RETROREFLECTIVE-RECESSED), MILEPOST MARKER, UNDERDRAIN MARKER, MARKER (CULVERT), OBJECT MARKER (TYPE L-1), REMOVE ROADSIDE SIGN (WOOD POST), REMOVE, ROADSIDE SIGN (METAL POST), REMOVE ROADSIDE SIGN PANEL, SALVAGE ROADSIDE SIGN PANEL, RECONSTRUCT TURNABLE SIGN, FURNISH SINGLE SHEET ALUMINUM SIGN (2-1/2" TYPE B) FOR RETROREFLECTIVE SHEETING (TYPE XI), FURNISH SINGLE SHEET ALUMINUM SIGN (0.063"-UNFRAMED), FURNISH SINGLE SHEET ALUMINUM SIGN (0.063"- UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI), FURNISH SINGLE SHEET ALUMINUM SIGN (0.080"-UNFRAMED), 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), ROADSIDE SIGN - ONE POST, ROADSIDE SIGN - TWO POST, INSTALL SIGN (STRAP AND SADDLE BRACKET METHOD), INSTALL ROADSIDE SIGN PANEL ON EXISTING POST, INSTALL ROADSIDE SIGN (LAMINATED WOOD BOX POST), MIDWEST GUARDRAIL SYSTEM (STEEL POST), VEGETATION CONTROL (MINOR CONCRETE), CABLE RAILING, END ANCHOR ASSEMBLY (TYPE SFT), END ANCHOR ASSEMBLY (TYPE B), ALTERNATIVE IN-LINE TERMINAL SYSTEM, ASYMMETRICAL REPLACEMENT ASSEMBLY, ALTERNATIVE CASH CUSHION SYSTEM, SALVAGE GUARDRAIL, THERMOPLASTIC PAVEMENT MARKING, THERMOPLASTIC TRAFFIC STRIPE (SPRAYABLE), MAINTAINING EXISTING TRAFFIC MANAGEMENT SYSTEM ELEMENTS DURING CONSTRUCTION, TRAFFIC MONITORING STATION SYSTEM, MODIFYING EXISTING ELECTRICAL SYSTEM, MOBILIZATION. Plans and Specifications can be obtained from the Cal-trans website.
Requirements: Road and Highway Builders is a union signatory contractor and is an equal opportunity employer. DVBE Subcontractors must possess a current contractor's license, worker's compensation insurance coverage during the entire length of the contract. Performance and Payment bonds may be required. Plans and specification can be obtained from Cal-Trans, your local plan room, or may be viewed through our office. You can contact our office @ (775) 852-7283 if you need any further information.
Date posted: 02/05/2019
Contractor: Sierra Nevada Construction, Inc. Contact: Tim Morgan
Address: 2055 E Greg Street Sparks, NV 89431
Phone: 775-355-0420 Fax: 775-355-0535 Email: tmorgan@snc.biz
Services needed: We are soliciting material and subcontractor quotes for: QA/QC; Construction Area Signs; Traffic Control System; Portable Message Signs; Cold Plane AC; Pulverize AC; Remove AC Dike; Roadway Excavation; Clearing & Grubbing; Dust Palliative; Aggregate Base; Place Shoulder Backing; Temporary Erosion Control; Hydroseeding; Rock Slope Protection; Cold Foam in-Place Recycling; Asphalt Paving; Place AC Dike; Concrete Structure; Minor Concrete Structure; Metal Beam Guard Railing; Fencing; Cable Railing; Thermoplastic Traffic Stripe & Markings; Temporary Painted Stripe ; Object & Pavement Markers; Roadside Signs; Storm Drain Pipe/ Culverts; Precast Drop Inlets; Electrical; Traffic Count/ Monitoring Station; Maintain Existing Traffic Management System Elements During Construction; Environmental Engineer/ SWPP/ WPCP; Lead Compliance Plan; Bottom Dump Trucking; Truck Rental/ Broker; Water Truck Rental; AC & Concrete Cutting; Jack & Bore; Sweeping; Concrete Pumping; and Heavy Equipment Rental. All bid items are available and when practical, will be split apart to assist in bidding.
Requirements: SNC is a union signatory contractor and is an equal opportunity employer. We will require that all participating companies carry Workers' Compensation & Liability insurance and be bonded. We will assist with obtaining insurance, bonds or lines of credit, equipment, supplies or materials necessary to participate in this project. Plans & specifications are available for viewing at our offices or maybe available on-line.
Date posted: 02/06/2019
Contractor: Knife River Construction Contact: Marc Madsen
Address: 1764 Skyway Chico, CA 95928
Phone: 530-891-6555 Fax: 530-894-6220 Email: marc.madsen@kniferiver.com
Services needed: Knife River Construction is requesting quotes from all qualified subcontractors and suppliers including certified DBE firms for the following items of work, LEAD COMPLIANCE PLAN, TIME-RELATED OVERHEAD (LS), DEVELOP WATER SUPPLY, CONSTRUCTION AREA SIGNS, TRAFFIC CONTROL SYSTEM, TEMPORARY PAVEMENT MARKING (PAINT), TEMPORARY TRAFFIC STRIPE (PAINT), TEMPORARY PEDESTRIAN ACCESS ROUTE, PORTABLE CHANGEABLE MESSAGE SIGN (LS), JOB SITE MANAGEMENT, PREPARE WATER POLLUTION CONTROL PROGRAM, MOVE-IN/MOVE-OUT (TEMPORARY EROSION CONTROL), TEMPORARY HYDRAULIC MULCH (BONDED FIBER MATRIX), TEMPORARY DRAINAGE INLET PROTECTION, TEMPORARY FIBER ROLL, TEMPORARY GRAVEL BAG BERM, STREET SWEEPING, TEMPORARY CONCRETE WASHOUT, TREATED WOOD WASTE, REMOVE CONCRETE (MISCELLANEOUS) (SQFT), TEMPORARY HIGH-VISIBILITY FENCE, CLEARING AND GRUBBING (LS), DUST PALLIATIVE, ROADWAY EXCAVATION, SHOULDER BACKING, DITCH EXCAVATION, BONDED FIBER MATRIX (SQFT), CLASS 2 AGGREGATE BASE (CY), FULL DEPTH RECLAMATION-FOAMED ASPHALT, ASPHALTIC EMULSION (FULL DEPTH RECLAMATION-FOAMED ASPHALT), ASPHALT BINDER (FULL DEPTH RECLAMATION-FOAMED ASPHALT), CEMENT (FULL DEPTH RECLAMATION-FOAMED ASPHALT), SUPPLEMENTARY AGGREGATE (FULL DEPTH RECLAMATION-FOAMED ASPHALT), MIX DESIGN (FULL DEPTH RECLAMATION-FOAMED ASPHALT), HOT MIX ASPHALT (TYPE A), DATA CORE, PLACE HOT MIX ASPHALT DIKE (TYPE A), PLACE HOT MIX ASPHALT DIKE (TYPE D), 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 DIKE, COLD PLANE ASPHALT CONCRETE PAVEMENT, REMOVE BASE AND SURFACING, RAIL ELEMENT WALL, STRUCTURAL CONCRETE, HEADWALL, STRUCTURAL CONCRETE, DRAINAGE INLET, MINOR CONCRETE (MINOR STRUCTURE), 18" ALTERNATIVE PIPE CULVERT, 24" ALTERNATIVE PIPE CULVERT, 36" ALTERNATIVE PIPE CULVERT, CONCRETE BACKFILL (PIPE TRENCH), 24" REINFORCED CONCRETE PIPE (CLASS IV, RUBBER GASKET JOINT), 30" X 19" ELLIPTICAL REINFORCED CONCRETE PIPE (CLASS III), 34"X 22" ELLIPTICAL REINFORCED CONCRETE PIPE (CLASS III), 12" CORRUGATED STEEL PIPE (.079" THICK), 18" CORRUGATED STEEL PIPE (.109" THICK), 24" CORRUGATED STEEL PIPE (.109" THICK), 24" X 18" CORRUGATED STEEL PIPE ARCH (.109" THICK), 42" X 29" CORRUGATED STEEL PIPE ARCH (.109" THICK), 8" PERFORATED PLASTIC PIPE UNDERDRAIN, 8" PLASTIC PIPE (UNDERDRAIN OUTLET), 8" CORRUGATED STEEL PIPE DOWNDRAIN (.079" THICK), 18" CORRUGATED STEEL PIPE DOWNDRAIN (.109" THICK), 24" CORRUGATED STEEL PIPE DOWNDRAIN (.109" THICK), 18" ANCHOR ASSEMBLY, 24" ANCHOR ASSEMBLY, 24" CONCRETE FLARED END SECTION, 30" X 19" ELLIPTICAL REINFORCED CONCRETE PIPE FLARED END SECTION, 34" X 22" ELLIPTICAL REINFORCED CONCRETE PIPE FLARED END SECTION, 18" ALTERNATIVE FLARED END SECTION, 24" ALTERNATIVE FLARED END SECTION, 36" ALTERNATIVE FLARED END SECTION, 42" X 29" ALTERNATIVE FLARED END PIPE ARCH SECTION, 24" X 18" STEEL FLARED END PIPE ARCH SECTION, 36" PRECAST CONCRETE PIPE INLET, ABANDON CULVERT (EA), REMOVE CULVERT (LF), REMOVE DOWNDRAIN (EA), REMOVE INLET, REMOVE HEADWALL, REMOVE FLARED END SECTION (EA), ADJUST INLET, SAND BACKFILL, RSP (300 LB, CLASS IV, METHOD B) (CY), RSP (60 LB, CLASS II, METHOD B) (CY), RSP (20 LB, CLASS I, METHOD B) (CY), RSP FABRIC (CLASS 8), MISCELLANEOUS IRON AND STEEL, 36" ALTERNATIVE TRENCHLESS CULVERT, FENCE (TYPE BW, WOOD POST), TEMPORARY FENCE (TYPE BW), REMOVE FENCE (TYPE BW), DELINEATOR (CLASS 1), PAVEMENT MARKER (RETROREFLECTIVE-RECESSED), MILEPOST MARKER, UNDERDRAIN MARKER, MARKER (CULVERT), OBJECT MARKER (TYPE L-1), REMOVE ROADSIDE SIGN (WOOD POST), REMOVE ROADSIDE SIGN (METAL POST), REMOVE ROADSIDE SIGN PANEL, SALVAGE ROADSIDE SIGN PANEL, RECONSTRUCT TURNABLE SIGN, ALUMINUM SIGN (2-1/2" TYPE B) FOR RETROREFLECTIVE SHEETING (TYPE XI), ALUMINUM SIGN (0.063"-UNFRAMED), ALUMINUM SIGN (0.063"- UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI), ALUMINUM SIGN (0.080"-UNFRAMED), ALUMINUM SIGN (0.080" - UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI),ALUMINUM SIGN (0.063" - FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI), ALUMINUM SIGN (0.080" - FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI), RETROREFLECTIVE SHEETING (TYPE XI), ROADSIDE SIGN - ONE POST, ROADSIDE SIGN - TWO POST, INSTALL SIGN (STRAP AND SADDLE BRACKET METHOD), INSTALL ROADSIDE SIGN PANEL ON EXISTING POST, INSTALL ROADSIDE SIGN (LAMINATED WOOD BOX POST), MIDWEST GUARDRAIL SYSTEM (STEEL POST), VEGETATION CONTROL (MINOR CONCRETE), CABLE RAILING, END ANCHOR ASSEMBLY (TYPE SFT), END ANCHOR ASSEMBLY (TYPE B), ALTERNATIVE IN-LINE TERMINAL SYSTEM, ASYMMETRICAL REPLACEMENT ASSEMBLY, ALTERNATIVE CASH CUSHION SYSTEM, SALVAGE GUARDRAIL, THERMOPLASTIC PAVEMENT MARKING, THERMOPLASTIC TRAFFIC STRIPE (SPRAYABLE), MAINTAINING EXISTING TRAFFIC MANAGEMENT SYSTEM ELEMENTS DURING CONSTRUCTION, TRAFFIC MONITORING STATION SYSTEM, MODIFYING EXISTING ELECTRICAL SYSTEM, MOBILIZATION, including but not limited to: all trucking and supply of materials.
Requirements: Knife River Construction is an Equal Opportunity Employer and is signatory to Operating Engineers, Laborers and Teamsters. 100% payment and performance bonds may be required for full amount of subcontractor price. All subcontractors must be licensed and have liability insurance and workers compensation insurance meeting Knife River Construction's requirements. Knife River Construction is willing to assist with obtaining bonding, insurance, equipment and materials and is willing to break down items into economically feasible packages to encourage participation. Plans and Specifications are made available for viewing on the Caltrans website and Knife Rivers office.
Date posted: 02/06/2019
Contractor: Q&D Construction LLC Contact: Brett Amesbury
Address: 1050 S. 21st Street Sparks, NV 89431
Phone: 775-786-2677 Fax: 775-786-5136 Email: bamesbury@qdconstruction.com
Services needed: LEAD COMPLIANCE PLAN, TIME-RELATED OVERHEAD (LS), DEVELOP WATER SUPPLY, CONSTRUCTION AREA SIGNS, TRAFFIC CONTROL SYSTEM, TEMPORARY PAVEMENT MARKING (PAINT), TEMPORARY TRAFFIC STRIPE (PAINT), TEMPORARY PEDESTRIAN ACCESS ROUTE, PORTABLE CHANGEABLE MESSAGE SIGN (LS), JOB SITE MANAGEMENT, PREPARE WATER POLLUTION CONTROL PROGRAM, MOVE-IN/MOVE-OUT (TEMPORARY EROSION CONTROL), TEMPORARY HYDRAULIC MULCH (BONDED FIBER MATRIX), TEMPORARY DRAINAGE INLET PROTECTION, TEMPORARY FIBER ROLL, TEMPORARY GRAVEL BAG BERM, STREET SWEEPING, TEMPORARY CONCRETE WASHOUT, TREATED WOOD WASTE, REMOVE CONCRETE (MISCELLANEOUS) (SQFT), TEMPORARY HIGH-VISIBILITY FENCE, CLEARING AND GRUBBING (LS), DUST PALLIATIVE, ROADWAY EXCAVATION, SHOULDER BACKING, DITCH EXCAVATION, BONDED FIBER MATRIX (SQFT), CLASS 2 AGGREGATE BASE (CY), FULL DEPTH RECLAMATION-FOAMED ASPHALT, ASPHALTIC EMULSION (FULL DEPTH RECLAMATION-FOAMED ASPHALT), ASPHALT BINDER (FULL DEPTH RECLAMATION-FOAMED ASPHALT), CEMENT (FULL DEPTH RECLAMATION-FOAMED ASPHALT), SUPPLEMENTARY AGGREGATE (FULL DEPTH RECLAMATION-FOAMED ASPHALT), MIX DESIGN (FULL DEPTH RECLAMATION-FOAMED ASPHALT), HOT MIX ASPHALT (TYPE A), DATA CORE, PLACE HOT MIX ASPHALT DIKE (TYPE A), PLACE HOT MIX ASPHALT DIKE (TYPE D), 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 DIKE, COLD PLANE ASPHALT CONCRETE PAVEMENT, REMOVE BASE AND SURFACING, RAIL ELEMENT WALL, STRUCTURAL CONCRETE, HEADWALL, STRUCTURAL CONCRETE, DRAINAGE INLET, MINOR CONCRETE (MINOR STRUCTURE), 18" ALTERNATIVE PIPE CULVERT, 24" ALTERNATIVE PIPE CULVERT, 36" ALTERNATIVE PIPE CULVERT, CONCRETE BACKFILL (PIPE TRENCH), 24" REINFORCED CONCRETE PIPE (CLASS IV, RUBBER GASKET JOINT), 30" X 19" ELLIPTICAL REINFORCED CONCRETE PIPE (CLASS III), 34"X 22" ELLIPTICAL REINFORCED CONCRETE PIPE (CLASS III), 12" CORRUGATED STEEL PIPE (.079" THICK), 18" CORRUGATED STEEL PIPE (.109" THICK), 24" CORRUGATED STEEL PIPE (.109" THICK), 24" X 18" CORRUGATED STEEL PIPE ARCH (.109" THICK), 42" X 29" CORRUGATED STEEL PIPE ARCH (.109" THICK), 8" PERFORATED PLASTIC PIPE UNDERDRAIN, 8" PLASTIC PIPE (UNDERDRAIN OUTLET), 8" CORRUGATED STEEL PIPE DOWNDRAIN (.079" THICK), 18" CORRUGATED STEEL PIPE DOWNDRAIN (.109" THICK), 24" CORRUGATED STEEL PIPE DOWNDRAIN (.109" THICK), 18" ANCHOR ASSEMBLY, 24" ANCHOR ASSEMBLY, 24" CONCRETE FLARED END SECTION, 30" X 19" ELLIPTICAL REINFORCED CONCRETE PIPE FLARED END SECTION, 34" X 22" ELLIPTICAL REINFORCED CONCRETE PIPE FLARED END SECTION, 18" ALTERNATIVE FLARED END SECTION, 24" ALTERNATIVE FLARED END SECTION, 36" ALTERNATIVE FLARED END SECTION, 42" X 29" ALTERNATIVE FLARED END PIPE ARCH SECTION, 24" X 18" STEEL FLARED END PIPE ARCH SECTION, 36" PRECAST CONCRETE PIPE INLET, ABANDON CULVERT (EA), REMOVE CULVERT (LF), REMOVE DOWNDRAIN (EA), REMOVE INLET, REMOVE HEADWALL, REMOVE FLARED END SECTION (EA), ADJUST INLET, SAND BACKFILL, ROCK SLOPE PROTECTION (300 LB, CLASS IV, 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, FENCE (TYPE BW, WOOD POST), TEMPORARY FENCE (TYPE BW), REMOVE FENCE (TYPE BW), DELINEATOR (CLASS 1), PAVEMENT MARKER (RETROREFLECTIVE-RECESSED), MILEPOST MARKER, UNDERDRAIN MARKER, MARKER (CULVERT), OBJECT MARKER (TYPE L-1), REMOVE ROADSIDE SIGN (WOOD POST), REMOVE, ROADSIDE SIGN (METAL POST), REMOVE ROADSIDE SIGN PANEL, SALVAGE ROADSIDE SIGN PANEL, RECONSTRUCT TURNABLE SIGN, FURNISH SINGLE SHEET ALUMINUM SIGN (2-1/2" TYPE B) FOR RETROREFLECTIVE SHEETING (TYPE XI), FURNISH SINGLE SHEET ALUMINUM SIGN (0.063"-UNFRAMED), FURNISH SINGLE SHEET ALUMINUM SIGN (0.063"- UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI), FURNISH SINGLE SHEET ALUMINUM SIGN (0.080"-UNFRAMED), 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), ROADSIDE SIGN - ONE POST, ROADSIDE SIGN - TWO POST, INSTALL SIGN (STRAP AND SADDLE BRACKET METHOD), INSTALL ROADSIDE SIGN PANEL ON EXISTING POST, INSTALL ROADSIDE SIGN (LAMINATED WOOD BOX POST), MIDWEST GUARDRAIL SYSTEM (STEEL POST), VEGETATION CONTROL (MINOR CONCRETE), CABLE RAILING, END ANCHOR ASSEMBLY (TYPE SFT), END ANCHOR ASSEMBLY (TYPE B), ALTERNATIVE IN-LINE TERMINAL SYSTEM, ASYMMETRICAL REPLACEMENT ASSEMBLY, ALTERNATIVE CASH CUSHION SYSTEM, SALVAGE GUARDRAIL, THERMOPLASTIC PAVEMENT MARKING, THERMOPLASTIC TRAFFIC STRIPE (SPRAYABLE), MAINTAINING EXISTING TRAFFIC MANAGEMENT SYSTEM ELEMENTS DURING CONSTRUCTION, TRAFFIC MONITORING STATION SYSTEM, MODIFYING EXISTING ELECTRICAL SYSTEM, MOBILIZATION.
Requirements: Q&D is a union signatory contractor and is an equal opportunity employer
Date posted: 02/07/2019

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