Hat Creek Construction & Materials, Inc. (HCCMI) is seeking quotes from all qualified subcontractors/ suppliers including but not limited to SBE, SDB, HubZone, WOSB and SDVOSB for the following items of work: SCHEDULE A: MOBILIZATION, SURVEY AND STAKING - APPROACH ROAD, SURVEY AND STAKING - DRAINAGE STRUCTURE, SLOPE REFERENCE AND CLEARING AND GRUBBING CONTROL, SURVEY CONTROL GRADE FINISHING, CONTRACTOR QUALITY CONTROL, CONTRACTOR TESTING, CONSTRUCTION SCHEDULE, SOIL EROSION CONTROL, STORM WATER POLLUTION PREVENTION PLAN, WATERING FOR DUST CONTROL, CLEARING & GRUBBING, REMOVAL OF DELINEATOR, REMOVAL OF SIGNS, REMOVAL OF PIPE CULVERT, SUBEXCAVATION, EMBANKMENT CONSTRUCTION, ROADWAY OBLITERATION- METHOD 1, PLACED RIP RAP - METHOD A - CLASS 2, PLACED RIP RAP - METHOD A - CLASS 3, AGGREGATE BASE, FULL DEPTH RECLAMATION - METHOD 2 - 4-INCH DEPTH, FULL DEPTH RECLAMATION - METHOD 2 - 8-INCH DEPTH, ASPHALT CONCRETE PAVEMENT - GYRATORY MIX - 1/2 INCH OR 3/4 INCH NOMINAL MAXIMUM SIZE AGGREGATE - 0.3 TO <3 MILLION ESAL, ANTISTIP ADDITIVE TYPE 3, FOG SEAL, PRIME COAT METHOD 1, BLOTTER, TACK COAT, MINOR CONCRETE PAVEMENT - REINFORCED - 6-INCH DEPTH, REINFORCING STEEL, CONCRETE, CONCRETE - HEADWALL FOR 24-INCH PIPE CULVERT, CONCRETE - HEADWALL FOR 36-INCH PIPE CULVERT, CONCRETE - HEADWALL FOR 48-INCH PIPE CULVERT, CONCRETE - HEADWALL FOR DOUBLE 30-INCH PIPE CULVERT, 12-INCH PIPE CULVERT, 18-INCH PIPE CULVERT, 24-INCH PIPE CULVERT, 30-INCH PIPE CULVERT, 36-INCH PIPE CULVERT, 48-INCH PIPE CULVERT, END SECTION FOR 12-INCH PIPE CULVERT, END SECTION FOR 18-INCH PIPE CULVERT, END SECTION FOR 24-INCH PIPE CULVERT, END SECTION FOR 30-INCH PIPE CULVERT, END SECTION FOR 36-INCH PIPE CULVERT, FENCE - TORTOISE BARRIER, DUMP TRUCK - 8 CUBIC YARD MINIMUM CAPACITY, BACKHOE LOADER - 6 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET - 24-INCH WIDTH, WHEEL LOADER - 3 CUBIC YARD MINIMUM RATED CAPACITY, BULLDOZER - 350HP MINIMUM FLYWHEEL POWER, MOTOR GRADER - 12 FOOT MINIMUM BLADE, HYDRAULIC EXCAVATOR - 1 CUBIC YARD MINIMUM CAPACITY, GENERAL LABOR, SPECIAL LABOR HIRED SURVEY SERVICES, SPECIAL LABOR HIRED TECHNICAL SERVICES, PLACING CONSERVED TOPSOIL 2-INCH DEPTH, SEEDING - HYDRAULIC METHOD, SIGN SYSTEMS, POST - STEEL 2-INCH X 2-INCH, OBJECT MARKER TYPE 2, DELINEATOR TYPE 2, RUMBLE STRIP, REMOVE AND RESET SIGN, PAVEMENT MARKINGS - TYPE B - SOLID, PAVEMENT MARKINGS - TYPE B - BROKEN, RAISED PAVEMENT MARKER - NON-REFLECTIVE, TEMPORARY TRAFFIC CONTROL - BARRICADE TYPE 3, TEMPORARY TRAFFIC CONTROL - DRUM, TEMPORARY TRAFFIC CONTROL - CONSTRUCTION SIGNS, TEMPORARY TRAFFIC CONTROL - CONCRETE BARRIER, TEMPORARY TRAFFIC CONTROL - FLAGGER, TEMPORARY TRAFFIC CONTROL - PILOT CAR, TEMPORARY TRAFFIC CONTROL - PORTABLE CHANGEABLE MESSAGE SIGN, TEMPORARY TRAFFIC CONTROL - TRAFFIC CONTROL SUPERVISOR, FIELD OFFICE, REMOVE AND RESET MAILBOX.

SCHEDULE B: MOBILIZATION, SURVEY AND STAKING - APPROACH ROAD, SURVEY AND STAKING - DRAINAGE STRUCTURE, SLOPE REFERENCE AND CLEARING AND GRUBBING CONTROL, SURVEY CONTROL GRADE FINISHING, CONTRACTOR QUALITY CONTROL, CONTRACTOR TESTING, CONSTRUCTION SCHEDULE, SOIL EROSION CONTROL, STORM WATER POLLUTION PREVENTION PLAN, WATERING FOR DUST CONTROL, CLEARING & GRUBBING, REMOVAL OF DELINEATOR, REMOVAL OF SIGNS, REMOVAL OF PIPE CULVERT, REMOVAL OF PAVEMENT - ASPHALT, ROADWAY EXCAVATION, SUBEXCAVATION, ROADWAY OBLITERATION- METHOD 1, PLACED RIP RAP - METHOD A - CLASS 2, PLACED RIP RAP - METHOD A - CLASS 3, PLACED RIP RAP - METHOD A - CLASS 4, AGGREGATE BASE, FULL DEPTH RECLAMATION - METHOD 2 - 4-INCH DEPTH, FULL DEPTH RECLAMATION - METHOD 2 - 8-INCH DEPTH, ASPHALT CONCRETE PAVEMENT - GYRATORY MIX - 1/2 INCH OR 3/4 INCH NOMINAL MAXIMUM SIZE AGGREGATE - 0.3 TO <3 MILLION ESAL, ANTISTIP ADDITIVE TYPE 3, FOG SEAL, PRIME COAT METHOD 1, BLOTTER, TACK COAT, MINOR CONCRETE PAVEMENT - REINFORCED - 6-INCH DEPTH, REINFORCING STEEL, CONCRETE, CONCRETE - HEADWALL FOR 24-INCH PIPE CULVERT, CONCRETE - HEADWALL FOR 36-INCH PIPE CULVERT, CONCRETE - HEADWALL FOR 48-INCH PIPE CULVERT, CONCRETE - HEADWALL FOR DOUBLE 30-INCH PIPE CULVERT, CONCRETE - HEADWALL FOR DOUBLE 60-INCH PIPE CULVERT, CONCRETE - HEADWALL FOR DOUBLE 72-INCH PIPE CULVERT, 12-INCH PIPE CULVERT, 18-INCH PIPE CULVERT, 24-INCH PIPE CULVERT, 30-INCH PIPE CULVERT, 36-INCH PIPE CULVERT, 48-INCH PIPE CULVERT, 60-INCH PIPE CULVERT, 72-INCH PIPE CULVERT, END SECTION FOR 12-INCH PIPE CULVERT, END SECTION FOR 18-INCH PIPE CULVERT, END SECTION FOR 24-INCH PIPE CULVERT, END SECTION FOR 30-INCH PIPE CULVERT, END SECTION FOR 36-INCH PIPE CULVERT, FENCE - TORTOISE BARRIER, DUMP TRUCK - 8 CUBIC YARD MINIMUM CAPACITY, BACKHOE LOADER - 6 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET - 24-INCH WIDTH, WHEEL LOADER - 3 CUBIC YARD MINIMUM RATED CAPACITY, BULLDOZER - 350HP MINIMUM FLYWHEEL POWER, MOTOR GRADER - 12 FOOT MINIMUM BLADE, HYDRAULIC EXCAVATOR - 1 CUBIC YARD MINIMUM CAPACITY, GENERAL LABOR, SPECIAL LABOR HIRED SURVEY SERVICES, SPECIAL LABOR HIRED TECHNICAL SERVICES, PLACING CONSERVED TOPSOIL 2-INCH DEPTH, SEEDING - HYDRAULIC METHOD, SIGN SYSTEMS, POST - STEEL 2-INCH X 2-INCH, OBJECT MARKER TYPE 2, DELINEATOR TYPE 2, RUMBLE STRIP, REMOVE AND RESET SIGN, PAVEMENT MARKINGS - TYPE B - SOLID, PAVEMENT MARKINGS - TYPE B - BROKEN, RAISED PAVEMENT MARKER - NON-REFLECTIVE, TEMPORARY TRAFFIC CONTROL - BARRICADE TYPE 3, TEMPORARY TRAFFIC CONTROL - DRUM, TEMPORARY TRAFFIC CONTROL - CONSTRUCTION SIGNS, TEMPORARY TRAFFIC CONTROL - CONCRETE BARRIER, TEMPORARY TRAFFIC CONTROL - FLAGGER, TEMPORARY TRAFFIC CONTROL - PILOT CAR, TEMPORARY TRAFFIC CONTROL - PORTABLE CHANGEABLE MESSAGE SIGN, TEMPORARY TRAFFIC CONTROL - TRAFFIC CONTROL SUPERVISOR, FIELD OFFICE, REMOVE AND RESET MAILBOX.

HCCMI is an equal opportunity employer and is willing to work with all qualified firms interested on this project. Subcontractors must possess a current contractor's license, current PWCR, insurance coverage and worker's compensation for the entire length of the contract. Firms are also required to comply with all In Use Off Road Diesel Vehicle regulations. If qualified firms need assistance in obtaining project plans, specifications, or requirements please contact estimating@hatcreekconstruction.com or our office at (530) 355-5501 or can also be viewed at 24339 State Highway 89 North, Burney, CA 96013. All subcontractors will be required to sign our standard Subcontract Agreement. 100% payment and performance bond may be required. Please call if you need assistance obtaining insurance, bonding, equipment, materials, and/or supplies. HCCMI intends to work cooperatively with all qualified firms seeking work on this project. We will work with any interested subcontractor/supplier to identify opportunities to break items into economically feasible packages.