MoDOT 2016 UNIT BID PRICES Northwest District

Transcription

1 MoDOT 2016 UNIT BID PRICES Northwest District CLEARING AND GRUBBING ACRE REMOVAL OF IMPROVEMENTS L.S REMOVAL OF MISCELLANEOUS ACM (NON-FRIABLE) S.F CLASS A EXCAVATION C.Y EMBANKMENT IN PLACE C.Y COMPACTING EMBANKMENT C.Y COMPACTING IN CUT STA SETTLEMENT GAUGE EACH CLASS 1 EXCAVATION C.Y CLASS 1 EXCAVATION IN ROCK C.Y CLASS 3 EXCAVATION C.Y CLASS 4 EXCAVATION C.Y CULVERT CLEANOUT EACH POROUS BACKFILL C.Y TEMPORARY SHORING L.S LINEAR GRADING CLASS 1 STA LINEAR GRADING CLASS 2 STA A SUBGRADE COMPACTION (6-INCH DEPTH) STA A SUBGRADING AND SHOULDERING CLASS 1 STA SHAPING SLOPES, CLASS III 100FT REMOVAL OF BRIDGES L.S REMOVAL OF EXISTING BRIDGE DECKS S.F TYPE 1 AGGREGATE FOR BASE (4 IN. THICK) S.Y TYPE 1 AGGREGATE FOR BASE (6 IN. THICK) S.Y TYPE 5 AGGREGATE FOR BASE (4 IN. THICK) S.Y TYPE 5 AGGREGATE FOR BASE (6 IN. THICK) S.Y GRAVEL (A) TON GRAVEL (A) OR CRUSHED STONE (B) TON TYPE A2 SHOULDER S.Y BITUMINOUS PAVEMENT MIXTURE PG70-22, (BP-1) TON BITUMINOUS PAVEMENT MIXTURE PG64-22, (BP-1) TON BITUMINOUS PAVEMENT MIXTURE PG64-22, (BP-3) TON BITUMINOUS PAVEMENT MIXTURE PG64-22 (BASE) TON BITUMINOUS PAVEMENT MIXTURE PG64-22 (BASE WIDENING) TON BITUMINOUS PAVEMENT MIXTURE PG64-22 TON ASPHALTIC CONCRETE MIXTURE PG (SP125C MIX) TON ASPHALTIC CONCRETE MIXTURE PG (SP125BSM MIX) TON ASPHALTIC CONCRETE MIXTURE PG (SP125BSM MIX) TON ASPHALTIC CONCRETE MIXTURE PG (SP190C MIX) TON ASPHALTIC CONCRETE MIXTURE PG (SP250C MIX) TON TACK COAT GAL EMULSIFIED ASPHALT, SEAL COAT GAL SEAL COAT AGGREGATE, GRADE B2 S.Y BITUMINOUS FOG SEAL GAL CONCRETE PAVEMENT ( 6 IN. NON-REINF) S.Y CONCRETE PAVEMENT (12 INCH NON-REINFORCED) S.Y CONCRETE PAVEMENT (8 IN. NON-REINFORCED, 15 FT. JOINTS) S.Y CONCRETE PAVEMENT (8 1/2 IN. NON-REINFORCED, 15 FT. JOINTS) S.Y Northwest District

2 MoDOT 2016 UNIT BID PRICES Northwest District TYPE A2 SHOULDER S.Y A BRIDGE APPROACH SLAB (MAJOR ROAD) S.Y A BRIDGE APPROACH SLAB (MINOR ROAD) S.Y CONCRETE APPROACH PAVEMENT S.Y ADJUSTING MANHOLE EACH ADJUSTING BASIN OR INLET EACH PIPE COLLAR, TYPE A EACH GUARDRAIL TYPE A L.F GUARDRAIL TYPE E, 6 FT. POST, 3 FT.-1.5 IN. SPACING L.F MGS GUARDRAIL L.F MGS BRIDGE APPROACH TRANSITION SECTION (MAJOR ROUTE) EACH MGS BRIDGE APPROACH TRANSITION SECTION (MINOR ROUTE) EACH A BRIDGE ANCHOR SECTION, 7.5 FT. POSTS (SAFETY BARRIER CURB) (ROADWAY AEACH A BRIDGE ANCHOR SECTION, 6.5 FT. POSTS (SAFETY BARRIER CURB) (NEW CONSTEACH A TRANSITION SECTION, 6.5 FT. POSTS EACH A TRANSITION SECTION, 7.5 FT. POSTS EACH ASYMETRICAL TRANSITION SECTION, 6.5 FT. POSTS EACH TYPE A CRASHWORTHY END TERMINAL (MASH) EACH TYPE A CRASHWORTHY END TERMINAL EACH END ANCHOR EACH (72 IN.) PROPERTY FENCE (STRUCTURES) L.F CONCRETE CURB RAMP S.Y TRUNCATED DOMES S.F IN. CONCRETE MEDIAN STRIP S.Y PAVED APPROACH, 7 IN. S.Y PAVED APPROACH, 8 IN. S.Y CONCRETE SIDEWALK, 4 IN. S.Y CONCRETE SIDEWALK, 7 IN. S.Y CONCRETE SIDEWALK, 8 IN. S.Y CONCRETE CURB (6 IN. HEIGHT AND UNDER) TYPE S L.F CONCRETE CURB (OVER 6 IN. HEIGHT) TYPE S L.F CURB AND GUTTER TYPE A L.F INTEGRAL CURB (6 IN. HEIGHT AND UNDER) TYPE A L.F INTEGRAL CURB TYPE O L.F A FURNISHING TYPE 1 ROCK DITCH LINER C.Y FURNISHING TYPE 2 ROCK DITCH LINER C.Y A FURNISHING TYPE 3 ROCK DITCH LINER C.Y A FURNISHING TYPE 4 ROCK DITCH LINER C.Y PLACING TYPE 1 ROCK DITCH LINER C.Y PLACING TYPE 2 ROCK DITCH LINER C.Y PLACING TYPE 3 ROCK DITCH LINER C.Y PLACING TYPE 4 ROCK DITCH LINER C.Y BEDDING MATERIAL FOR ROCK DITCH LINER C.Y ROCK LINING C.Y FURNISHING TYPE 2 ROCK BLANKET C.Y PLACING TYPE 2 ROCK BLANKET C.Y A GABIONS C.Y IMPACT ATTENUATOR (9 SAND BARRELS) EACH Northwest District

3 MoDOT 2016 UNIT BID PRICES Northwest District IMPACT ATTENUATOR (14 SAND BARRELS) EACH IMPACT ATTENUATOR (17 SAND BARRELS) EACH REPLACEMENT SAND BARREL EACH A TRUCK OR TRAILER MOUNTED ATTENUATOR (TMA) EACH FURNISHING AND PLACING CONCRETE MATERIAL FOR CLASS A FULL DEPTH PAVS.Y SUBGRADE COMPACTION (6 IN. DEPTH) (PAVEMENT REPAIR) S.Y TYPE 1 OR 5 AGGREGATE FOR BASE (4 IN. THICK) (PAVEMENT REPAIR S.Y FULL DEPTH PAVEMENT REPAIR SAW CUT (FOR PERIMETER AND INTERNAL SAWL.F DOWEL BAR (DRILLING, FURNISHING AND INSTALLATION) FOR CLASS A FULL DEPEACH FURNISHING AND PLACING BITUMINOUS MATERIAL FOR CLASS C PARTIAL DEPT TON REMOVAL FOR CLASS C PARTIAL DEPTH PAVEMENT REPAIR S.Y CURVED VANE GRATE AND FRAME (2 FT. X 2 FT. OR 600MMX600MM) EACH CURVED VANE GRATE AND FRAME (4 FT X 2 FT OR 1200MM X 600MM) EACH MANHOLE FRAME AND COVER, TYPE 1-A EACH MANHOLE FRAME AND COVER, TYPE 3 EACH CONSTRUCTION SIGNS S.F ADVANCED WARNING RAIL SYSTEM EACH FLAG ASSEMBLY EACH RELOCATED SIGNS S.F CHANNELIZER (TRIM LINE) WITH LIGHT EACH CHANNELIZER (TRIM LINE) EACH CHANNELIZER EACH TYPE III MOVEABLE BARRICADE EACH FLASHING ARROW PANEL EACH TYPE III OBJECT MARKER EACH WARNING LIGHT, TYPE B EACH SEQUENTIAL FLASHING WARNING LIGHT EACH TUBULAR MARKER EACH CHANGEABLE MESSAGE SIGN, CONTRACTOR FURNISHED, CONTRACTOR RETAINEACH A CHANGEABLE MESSAGE SIGN WITHOUT COMMUNICATION INTERFACE, CONTRACEACH CHANGEABLE MESSAGE SIGN WITH COMMUNICATION INTERFACE, CONTRACTOREACH WORK ZONE LIGHTING EACH D TEMPORARY TRAFFIC BARRIER, CONTRACTOR FURNISHED / RETAINED L.F MOBILIZATION L.S PAVEMENT EDGE TREATMENT L.F TYPE 2 PREFORMED MARKING TAPE (GROOVED) 6 IN., WHITE L.F TYPE 2 PREFORMED MARKING TAPE (GROOVED) 24 IN., WHITE L.F TYPE 2 PREFORMED MARKING TAPE (GROOVED) 24 IN., YELLOW L.F TYPE 2 PREFORMED MARKING TAPE (GROOVED) LEFT/RIGHT ARROW EACH B PREFORMED REMOVABLE MARKING TAPE 4 IN., WHITE L.F B PREFORMED REMOVABLE MARKING TAPE 4 IN., YELLOW L.F A 4 IN. YELLOW HIGH BUILD WATERBORNE PAVEMENT MARKING PAINT, TYPE L BE L.F A 6 IN. WHITE HIGH BUILD WATERBORNE PAVEMENT MARKING PAINT, TYPE L BEADL.F A 6 IN. YELLOW HIGH BUILD WATERBORNE PAVEMENT MARKING PAINT, TYPE L BE L.F A 12 IN. WHITE HIGH BUILD WATERBORNE PAVEMENT MARKING PAINT, TYPE L BEAL.F C 4 IN. WHITE WATERBORNE PAVEMENT MARKING PAINT, TYPE P BEADS L.F C 4 IN. YELLOW WATERBORNE PAVEMENT MARKING PAINT, TYPE P BEADS L.F A 8 IN. WHITE WATERBORNE PAVEMENT MARKING PAINT, TYPE P BEADS L.F Northwest District

4 MoDOT 2016 UNIT BID PRICES Northwest District A 24 IN. YELLOW WATERBORNE PAVEMENT MARKING PAINT, TYPE P BEADS L.F PAVEMENT MARKING REMOVAL L.F TEMPORARY RAISED PAVEMENT MARKER, TYPE 1 EACH TEMPORARY RAISED PAVEMENT MARKER, TYPE 2 EACH A FLOWABLE BACKFILL C.Y COLDMILLING BITUMINOUS PAVEMENT FOR REMOVAL OF SURFACING (3 IN. THICS.Y COLDMILLING BITUMINOUS PAVEMENT FOR REMOVAL OF SURFACING (GREATERS.Y COLDMILLING CONCRETE PAVEMENT FOR REMOVAL OF SURFACE C.Y MODIFIED COLD MILLING (DEPTH TRANSITIONS) S.Y A PERMANENT EROSION CONTROL GEOTEXTILE S.Y A SEPARATION GEOTEXTILE S.Y A BITUMINOUS SHOULDER RUMBLE STRIP STA BITUMINOUS CENTERLINE RUMBLE STRIP STA CONTRACTOR FURNISHED SURVEYING AND STAKING L.S DRILLED SHAFTS (4 FT. 0 IN. DIA.) L.F ROCK SOCKETS (3 FT 6 IN. DIA.) L.F SUPPLEMENTARY TELEVISION CAMERA INSPECTION EACH FOUNDATION INSPECTION HOLES L.F SONIC LOGGING TESTING EACH STRUCTURAL STEEL PILES (12 IN.) L.F GALVANIZED STRUCTURAL STEEL PILES (12 IN) L.F GALVANIZED CAST-IN-PLACE CONCRETE PILES (14 IN) L.F GALVANIZED CAST-IN-PLACE CONCRETE PILES (16 IN) L.F GALVANIZED CAST-IN-PLACE CONCRETE PILES (24 IN) L.F TEST PILES L.F DYNAMIC PILE TESTING EACH PILE WAVE ANALYSIS EACH DYNAMIC PILE RESTRIKE TESTING EACH PRE-BORE FOR PILING L.F PILE POINT REINFORCEMENT EACH CLASS B CONCRETE (SUBSTRUCTURE) C.Y CLASS B CONCRETE (RETAINING WALLS) C.Y SLAB ON STEEL S.Y SLAB ON CONCRETE I-GIRDER S.Y SAFETY BARRIER CURB L.F SLAB ON CONCRETE BULB-TEE GIRDER S.Y SLAB ON CONCRETE NU-GIRDER S.Y SLAB ON CONCRETE BEAM S.Y MODIFIED DECK REPAIR S.F TYPE 2 (32 IN.), PRESTRESSED CONCRETE I-GIRDER L.F TYPE 4 (45 IN.), PRESTRESSED CONCRETE I-GIRDER L.F TYPE 8 (63 IN.), PRESTRESSED CONCRETE BULB TEE L.F NU 43 (1100), PRESTRESSED CONCRETE NU-GIRDER L.F NU 70 (1800), PRESTRESSED CONCRETE NU-GIRDER L.F A 27 IN., PRESTRESSED CONCRETE SPREAD BOX BEAM L.F REINFORCING STEEL (BRIDGES) LBS CONDUIT SYSTEM ON STRUCTURE L.S REINFORCING STEEL (EPOXY COATED) LBS Northwest District

5 MoDOT 2016 UNIT BID PRICES Northwest District STEEL INTERMEDIATE DIAPHRAGM FOR P/S CONCRETE GIRDERS EACH SLAB DRAIN EACH SURFACE PREPARATION FOR RECOATING STRUCTURAL STEEL S.F FIELD APPLICATION OF INORGANIC ZINC PRIMER S.F A INTERMEDIATE FIELD COAT (SYSTEM G) S.F A FINISH FIELD COAT (SYSTEM G) S.F NON-DESTRUCTIVE TESTING L.F BRIDGE GUARD RAIL (THRIE BEAM) L.F VERTICAL DRAIN AT END BENTS EACH PLAIN NEOPRENE BEARING PAD EACH LAMINATED NEOPRENE BEARING PAD EACH LAMINATED NEOPRENE BEARING PAD (TAPERED) EACH IN. CORRUGATED OR SPECIFIED EQUIVALENT SMOOTH INTERIOR PIPE GROU L.F IN. CORRUGATED OR SPECIFIED EQUIVALENT SMOOTH INTERIOR PIPE GROU L.F CORRUGATED METALLIC-COATED STEEL PIPE-ARCH TYPE B-6/B-6A L.F CORRUGATED METALLIC-COATED STEEL PIPE-ARCH TYPE B-9/B-9A L.F IN. PIPE GROUP A L.F IN. PIPE GROUP A L.F IN. PIPE GROUP A L.F IN. PIPE GROUP A L.F IN. PIPE GROUP A L.F IN. PIPE GROUP A L.F PRECAST CONCRETE DROP INLET 2 FT X 2 FT L.F PRECAST CONCRETE DROP INLET 3 FT X 2 FT-6 IN. L.F PRECAST CONCRETE DROP INLET 4 FT X 2 FT L.F A 18 IN. OR ALLOWED SUBSTITUTE GROUP A FLARED END SECTION EACH A 24 IN. OR ALLOWED SUBSTITUTE GROUP A FLARED END SECTION EACH A 30 IN. OR ALLOWED SUBSTITUTE GROUP A FLARED END SECTION EACH A 36 IN. OR ALLOWED SUBSTITUTE GROUP A FLARED END SECTION EACH A 42 IN. OR ALLOWED SUBSTITUTE GROUP A FLARED END SECTION EACH A 24 IN. (600 MM) OR ALLOWED SUBSTITUTE GROUP C FLARED END SECTION EACH B6 FLARED END SECTION EACH B9 FLARED END SECTION EACH A 18 IN. (450 MM) OR ALLOWED SUBSTITUTE SAFETY SLOPE END SECTION EACH A KENTUCKY BLUEGRASS SODDING S.Y A SEEDING - COOL SEASON MIXTURES ACRE A SEEDING - WARM SEASON MIXTURES ACRE SEDIMENT BASIN EXCAVATION C.Y ROCK DITCH CHECK L.F ALTERNATE DITCH CHECK L.F A CURB INLET CHECK EACH A TYPE B BERM L.F SLOPE DRAINS L.F SEDIMENT REMOVAL C.Y TEMPORARY SEEDING AND MULCHING ACRE SILT FENCE L.F TYPE C BERM L.F TYPE 2 EROSION CONTROL BLANKET S.Y Northwest District

6 MoDOT 2016 UNIT BID PRICES Northwest District TYPE 3 EROSION CONTROL BLANKET S.Y TYPE 5 EROSION CONTROL BLANKET S.Y LIGHTING POLE, 45 FT. OR 13.5 M, TYPE AT DESIGN 1 EACH BRACKET ARM, 15 FT. OR 4.6 M EACH LUMINAIRE, 250 WATT HIGH PRESSURE SODIUM EACH BASE MOUNTED CONTROL STATION 240 VOLT-4 CIRCUIT EACH CONDUIT, 2 IN. RIGID, IN TRENCH L.F CONDUIT, 3 IN. RIGID, IN TRENCH L.F CONDUIT, 4 IN. RIGID, PUSHED L.F PULL BOX, PREFORMED CLASS 1 EACH CABLE, 2 AWG 1 CONDUCTOR L.F CABLE, 10 AWG 1 CONDUCTOR, POLE AND BRACKET L.F CABLE-CONDUIT, 1 IN., 2 CONDUCTORS AND 1 BARE NEUTRAL, 8 AWG L.F POLE FOUNDATION (45 FT. OR 13.5 M MOUNTING HEIGHT) EACH POWER SUPPLY ASSEMBLY, TYPE 2, 240/120 VOLT SERVICE, LIGHTING ONLY EACH SIGNAL HEAD, TYPE 4B EACH SIGNAL HEAD, TYPE 1S, PEDESTRIAN EACH WATT 120 VOLT HIGH PRESSURE SODIUM LUMINAIRE EACH CONTROLLER ASSEMBLY HOUSING, NEMA TS2 CONTROLLER EACH DETECTOR, PUSHBUTTON EACH VIDEO DETECTION SYSTEM EACH CONDUIT, 2 IN., TRENCH L.F CONDUIT, 3 IN., TRENCH L.F CONDUIT, 4 IN., TRENCH L.F CONDUIT, 3 IN., PUSHED L.F CONDUIT, 4 IN., PUSHED L.F CABLE, 10 AWG 1 CONDUCTOR, POLE AND BRACKET L.F CABLE, 8 AWG 1 CONDUCTOR, POWER L.F CABLE, 16 AWG 2 CONDUCTOR L.F CABLE, 16 AWG 5 CONDUCTOR L.F CABLE, 16 AWG 7 CONDUCTOR L.F POWER SUPPLY ASSEMBLY, TYPE-2 WITH 120V LIGHTING CONTROL CABINET EACH PULL BOX, PREFORMED CLASS 2 EACH PULL BOX, PREFORMED CLASS 3 EACH CONCRETE FOOTINGS, EMBEDDED C.Y STRUCTURAL STEEL POSTS LBS PIPE POSTS LBS BREAKAWAY ASSEMBLY EACH A U-CHANNEL POST, 3 LB L.F FT. CHANNEL POST DELINEATOR, DOUBLE STACKED WHITE EACH FT. CHANNEL POST DELINEATOR, WHITE EACH A 7 FT. CHANNEL POST DELINEATOR, YELLOW EACH FT. CHANNEL POST DELINEATOR, WHITE/RED EACH A 7 FT. CHANNEL POST DELINEATOR, YELLOW/RED EACH A PERFORATED SQUARE STEEL TUBE POST, 2 IN., 12 GA. L.F PERFORATED SQUARE STEEL TUBE POST ANCHOR SLEEVE, 2.5 IN., 12 GA. L.F TYPE SHR2L-1 SIGN S.F SIGN, TYPE STR2L-3 S.F Northwest District

7 MoDOT 2016 UNIT BID PRICES Northwest District IN. STOP SIGN EACH SIGNAL SIGN, TYPE SHR2L-1 S.F Northwest District

8 MoDOT 2016 UNIT BID PRICES Northeast District CLEARING AND GRUBBING ACRE REMOVAL OF IMPROVEMENTS L.S REMOVAL OF MISCELLANEOUS ACM (NON-FRIABLE) S.F CLASS A EXCAVATION C.Y EMBANKMENT IN PLACE C.Y COMPACTING EMBANKMENT C.Y COMPACTING IN CUT STA CLASS 1 EXCAVATION C.Y CLASS 3 EXCAVATION C.Y CULVERT CLEANOUT EACH LINEAR GRADING CLASS 1 STA LINEAR GRADING CLASS 2 STA A SUBGRADE COMPACTION (6-INCH DEPTH) STA FURNISHING ROCK FILL C.Y PLACING ROCK FILL C.Y SHAPING SLOPES, CLASS III 100FT REMOVAL OF BRIDGES L.S REMOVAL OF EXISTING BRIDGE DECKS S.F PARTIAL REMOVAL OF SUBSTRUCTURE CONCRETE L.S REMOVAL OF EXISTING EXPANSION JOINTS & ADJACENT CONCRETE L.F TYPE 1 AGGREGATE FOR BASE (3 IN. THICK) S.Y TYPE 1 AGGREGATE FOR BASE (4 IN. THICK) S.Y TYPE 5 AGGREGATE FOR BASE (4 IN. THICK) S.Y TYPE 5 AGGREGATE FOR BASE (6 IN. THICK) S.Y GRAVEL (A) OR CRUSHED STONE (B) TON GRAVEL (A) OR CRUSHED STONE (B) S.Y TYPE A3 SHOULDER S.Y BITUMINOUS PAVEMENT MIXTURE PG70-22, (BP-1) TON BITUMINOUS PAVEMENT MIXTURE PG64-22, (BP-1) TON BITUMINOUS PAVEMENT MIXTURE PG64-22 (BASE) TON ASPHALTIC CONCRETE MIXTURE PG (SP095C MIX) TON ASPHALTIC CONCRETE MIXTURE PG (SP048F MIX) TON ASPHALTIC CONCRETE MIXTURE PG (SP125C MIX) TON ASPHALTIC CONCRETE MIXTURE PG (SP190C MIX) TON TACK COAT GAL BITUMINOUS FOG SEAL GAL A BRIDGE APPROACH SLAB (MINOR ROAD) S.Y PIPE COLLAR, TYPE C EACH AGGREGATE DRAIN L.F GUARDRAIL TYPE A L.F A GUARDRAIL TYPE A, 7 FT. POST, 3 FT IN SPACING L.F GUARDRAIL TYPE E, 6 FT POST, 6 FT.-3 IN. SPACING L.F MGS GUARDRAIL L.F MGS GUARDRAIL, 8 FT. POSTS, 6 FT. - 3 SPACING L.F MGS BRIDGE APPROACH TRANSITION SECTION (MAJOR ROUTE) EACH MGS HEIGHT AND BLOCK TRANSITION EACH MGS END ANCHOR EACH BRIDGE ANCHOR SECTION (BRUSH CURB) EACH Northeast District

9 MoDOT 2016 UNIT BID PRICES Northeast District A BRIDGE ANCHOR SECTION, 6.5 FT. POSTS (SAFETY BARRIER CURB) (ROADWAY AEACH A BRIDGE ANCHOR SECTION, 7.5 FT. POSTS (SAFETY BARRIER CURB) (ROADWAY AEACH A BRIDGE ANCHOR SECTION, 6.5 FT. POSTS (SAFETY BARRIER CURB) (NEW CONSTEACH A TRANSITION SECTION, 6.5 FT. POSTS EACH ASYMETRICAL TRANSITION SECTION, 6.5 FT. POSTS EACH ASYMETRICAL TRANSITION SECTION, 7.5 FT. POSTS EACH TYPE A CRASHWORTHY END TERMINAL (MASH) EACH TYPE A CRASHWORTHY END TERMINAL EACH TYPE C CRASHWORTHY END TERMINAL EACH END ANCHOR EACH A FURNISHING TYPE 1 ROCK DITCH LINER C.Y FURNISHING TYPE 2 ROCK DITCH LINER C.Y PLACING TYPE 1 ROCK DITCH LINER C.Y PLACING TYPE 2 ROCK DITCH LINER C.Y ROCK LINING C.Y FURNISHING TYPE 2 ROCK BLANKET C.Y PLACING TYPE 2 ROCK BLANKET C.Y IMPACT ATTENUATOR (12 SAND BARRELS) EACH REPLACEMENT SAND BARREL EACH IMPACT ATTENUATOR (RELOCATION) EACH A TRUCK OR TRAILER MOUNTED ATTENUATOR (TMA) EACH FURNISHING AND PLACING CONCRETE MATERIAL FOR CLASS A FULL DEPTH PAVS.Y SUBGRADE COMPACTION (6 IN. DEPTH) (PAVEMENT REPAIR) S.Y TYPE 1 OR 5 AGGREGATE FOR BASE (4 IN. THICK) (PAVEMENT REPAIR S.Y FULL DEPTH PAVEMENT REPAIR SAW CUT (FOR PERIMETER AND INTERNAL SAWL.F DOWEL BAR (DRILLING, FURNISHING AND INSTALLATION) FOR CLASS A FULL DEPEACH DOWEL BAR (FURNISHING AND INSTALLATING WITH BASKETS) FOR FULL DEPTH EACH FURNISHING AND PLACING CONCRETE MATERIAL FOR CLASS A PARTIAL DEPTH C.Y REMOVAL OF CONCRETE MATERIAL FOR CLASS A PARTIAL DEPTH CONCRETE P S.Y CONSTRUCTION SIGNS S.F ADVANCED WARNING RAIL SYSTEM EACH FLAG ASSEMBLY EACH RELOCATED SIGNS S.F CHANNELIZER (TRIM LINE) EACH TYPE III MOVEABLE BARRICADE EACH TYPE III MOVEABLE BARRICADE WITH LIGHT EACH DIRECTIONAL INDICATOR BARRICADE EACH DIRECTIONAL INDICATOR BARRICADE WITH LIGHT EACH FLASHING ARROW PANEL EACH TYPE III OBJECT MARKER EACH WARNING LIGHT, TYPE B EACH CHANGEABLE MESSAGE SIGN, COMMISSION FURNISHED / RETAINED EACH CHANGEABLE MESSAGE SIGN, CONTRACTOR FURNISHED, CONTRACTOR RETAINEACH A CHANGEABLE MESSAGE SIGN WITHOUT COMMUNICATION INTERFACE, CONTRACEACH A WORK ZONE TRAFFIC SIGNAL SYSTEM EACH SHORT-TERM RUMBLE STRIPS EACH D TEMPORARY TRAFFIC BARRIER, CONTRACTOR FURNISHED / RETAINED L.F A RELOCATING TEMPORARY TRAFFIC BARRIER L.F Northeast District

10 MoDOT 2016 UNIT BID PRICES Northeast District MOBILIZATION L.S PAVEMENT EDGE TREATMENT L.F TYPE 2 PREFORMED MARKING TAPE (GROOVED) LEFT/RIGHT ARROW EACH TYPE 2 PREFORMED MARKING TAPE (GROOVED) STRAIGHT ARROW EACH TYPE 2 PREFORMED MARKING TAPE (GROOVED) COMBINATION STRAIGHT-LEFT/EACH B PREFORMED REMOVABLE MARKING TAPE 4 IN., WHITE L.F B PREFORMED REMOVABLE MARKING TAPE 4 IN., YELLOW L.F PREFORMED REMOVABLE MARKING TAPE, 24 IN., WHITE L.F A 4 IN. YELLOW HIGH BUILD WATERBORNE PAVEMENT MARKING PAINT, TYPE L BE L.F A 6 IN. WHITE HIGH BUILD WATERBORNE PAVEMENT MARKING PAINT, TYPE L BEADL.F A 6 IN. YELLOW HIGH BUILD WATERBORNE PAVEMENT MARKING PAINT, TYPE L BE L.F A 12 IN. WHITE HIGH BUILD WATERBORNE PAVEMENT MARKING PAINT, TYPE L BEAL.F C 4 IN. WHITE WATERBORNE PAVEMENT MARKING PAINT, TYPE P BEADS L.F C 4 IN. YELLOW WATERBORNE PAVEMENT MARKING PAINT, TYPE P BEADS L.F A 24 IN. WHITE WATERBORNE PAVEMENT MARKING PAINT, TYPE P BEADS L.F PAVEMENT MARKING REMOVAL L.F TEMPORARY RAISED PAVEMENT MARKER, TYPE 1 EACH TEMPORARY RAISED PAVEMENT MARKER, TYPE 2 EACH A FLOWABLE BACKFILL C.Y COLDMILLING BITUMINOUS PAVEMENT FOR REMOVAL OF SURFACING (3 IN. THICS.Y COLDMILLING BITUMINOUS PAVEMENT FOR REMOVAL OF SURFACING (GREATERS.Y DIAMOND GRINDING (CONCRETE PAVEMENT) S.Y MODIFIED COLD MILLING (DEPTH TRANSITIONS) S.Y EPOXY POLYMER CONCRETE OVERLAY S.Y A SUBSURFACE DRAINAGE GEOTEXTILE S.Y A PERMANENT EROSION CONTROL GEOTEXTILE S.Y UNDERSEALING MATERIAL ASPHALT CEMENT GAL DEFLECTION TESTING EACH A BITUMINOUS SHOULDER RUMBLE STRIP STA CONTRACTOR FURNISHED SURVEYING AND STAKING L.S DRILLED SHAFTS (3 FT. 6 IN. DIA.) L.F ROCK SOCKETS (3 FT 0 IN. DIA.) L.F SUPPLEMENTARY TELEVISION CAMERA INSPECTION EACH FOUNDATION INSPECTION HOLES L.F SONIC LOGGING TESTING EACH GALVANIZED STRUCTURAL STEEL PILES (10 IN) L.F GALVANIZED STRUCTURAL STEEL PILES (12 IN) L.F GALVANIZED CAST-IN-PLACE CONCRETE PILES (14 IN) L.F GALVANIZED CAST-IN-PLACE CONCRETE PILES (16 IN) L.F DYNAMIC PILE TESTING EACH DYNAMIC PILE RESTRIKE TESTING EACH PRE-BORE FOR PILING L.F PILE POINT REINFORCEMENT EACH CLASS B CONCRETE (SUBSTRUCTURE) C.Y CLASS B-1 CONCRETE C.Y CLASS B-1 CONCRETE (SUBSTRUCTURE) C.Y SLAB ON STEEL S.Y SAFETY BARRIER CURB L.F Northeast District

11 MoDOT 2016 UNIT BID PRICES Northeast District SLAB ON CONCRETE NU-GIRDER S.Y SLAB ON CONCRETE BEAM S.Y REINFORCED CONCRETE SLAB OVERLAY S.Y CONCRETE CURB (BRIDGE RAIL) L.F SUBSTRUCTURE REPAIR (FORMED) S.F SUBSTRUCTURE REPAIR (UNFORMED) S.F NU 35 (900), PRESTRESSED CONCRETE NU-GIRDER L.F NU 43 (1100), PRESTRESSED CONCRETE NU-GIRDER L.F NU 53 (1350), PRESTRESSED CONCRETE NU-GIRDER L.F IN., PRESTRESSED CONCRETE SPREAD BOX BEAM L.F A 27 IN., PRESTRESSED CONCRETE SPREAD BOX BEAM L.F IN., PRESTRESSED CONCRETE DOUBLE-TEE GIRDER L.F REINFORCING STEEL (BRIDGES) LBS REINFORCING STEEL (EPOXY COATED) LBS PROTECTIVE COATING - CONCRETE BENTS AND PIERS (EPOXY) L.S FABRICATED STRUCTURAL LOW ALLOY STEEL (MISC) LBS SHEAR CONNECTORS EACH STRENGTHENING EXISTING STRINGERS L.S BRIDGE RAIL (TWO TUBE STRUCTURAL STEEL) L.F STEEL INTERMEDIATE DIAPHRAGM FOR P/S CONCRETE GIRDERS EACH SLAB DRAIN EACH SURFACE PREPARATION FOR APPLYING EPOXY-MASTIC PRIMER L.S SURFACE PREPARATION FOR RECOATING STRUCTURAL STEEL S.F FIELD APPLICATION OF INORGANIC ZINC PRIMER S.F A INTERMEDIATE FIELD COAT (SYSTEM G) S.F A FINISH FIELD COAT (SYSTEM G) S.F ALUMINUM EPOXY-MASTIC PRIMER L.S NON-DESTRUCTIVE TESTING L.F VERTICAL DRAIN AT END BENTS EACH PLAIN NEOPRENE BEARING PAD EACH LAMINATED NEOPRENE BEARING PAD EACH A 12 IN. CORRUGATED OR SPECIFIED EQUIVALENT SMOOTH INTERIOR PIPE GROU L.F A 48 IN. CORRUGATED OR SPECIFIED EQUIVALENT SMOOTH INTERIOR PIPE GROU L.F IN. CORRUGATED OR SPECIFIED EQUIVALENT SMOOTH INTERIOR PIPE GROU L.F IN. CORRUGATED OR SPECIFIED EQUIVALENT SMOOTH INTERIOR PIPE GROU L.F IN. CORRUGATED OR SPECIFIED EQUIVALENT SMOOTH INTERIOR PIPE GROU L.F IN. PIPE GROUP A L.F IN. PIPE GROUP A L.F JACKED 30 IN. CLASS IV REINFORCED CONCRETE PIPE CULVERT (GASKET TYPE L.F A 12 IN. (300 MM) OR ALLOWED SUBSTITUTE GROUP B FLARED END SECTION EACH A 48 IN. (1200 MM) OR ALLOWED SUBSTITUTE GROUP B FLARED END SECTION EACH A 24 IN. OR ALLOWED SUBSTITUTE GROUP A FLARED END SECTION EACH A 30 IN. OR ALLOWED SUBSTITUTE GROUP A FLARED END SECTION EACH A 36 IN. OR ALLOWED SUBSTITUTE GROUP A FLARED END SECTION EACH A 15 IN. (375 MM) OR ALLOWED SUBSTITUTE GROUP C FLARED END SECTION EACH A 18 IN. (450 MM) OR ALLOWED SUBSTITUTE GROUP C FLARED END SECTION EACH A 24 IN. (600 MM) OR ALLOWED SUBSTITUTE GROUP C FLARED END SECTION EACH A SEEDING - COOL SEASON MIXTURES ACRE Northeast District

12 MoDOT 2016 UNIT BID PRICES Northeast District SEDIMENT TRAP EXCAVATION C.Y SEDIMENT TRAP ROCK C.Y ROCK DITCH CHECK L.F ALTERNATE DITCH CHECK L.F SEDIMENT REMOVAL C.Y TEMPORARY SEEDING AND MULCHING ACRE SILT FENCE L.F TYPE C BERM L.F TYPE 1 EROSION CONTROL BLANKET S.Y CONDUIT, 3 IN. RIGID, IN TRENCH L.F PULL BOX, PREFORMED CLASS 1 EACH CABLE-CONDUIT, 1 IN., 2 CONDUCTORS AND 1 BARE NEUTRAL, 6 AWG L.F CABLE, LOOP DETECTOR, IN DUCT L.F CONCRETE FOOTINGS, EMBEDDED C.Y STRUCTURAL STEEL POSTS LBS BREAKAWAY ASSEMBLY (PERFORATED SQUARE STEEL TUBE) EACH A U-CHANNEL POST, 3 LB L.F A PERFORATED SQUARE STEEL TUBE POST, 2 IN., 12 GA. L.F PERFORATED SQUARE STEEL TUBE POST ANCHOR SLEEVE, 2.5 IN., 12 GA. L.F PERFORATED SQUARE STEEL TUBE POST, 2.5 IN., 12 GA. L.F PERFORATED SQUARE STEEL TUBE POST ANCHOR, 7 GA. L.F IN. PSST POST - 12 GA. L.F POST ANCHOR FOR 2.5 IN. PSST - 7 GA. L.F TYPE SHR2L-1 SIGN S.F A SH-FLAT SHEET S.F TYPE SHR4L-1 SIGN S.F Northeast District

13 MoDOT 2016 UNIT BID PRICES Kansas City District TEMPORARY SURFACING C.Y CLEARING AND GRUBBING ACRE REMOVAL OF IMPROVEMENTS L.S CLASS A EXCAVATION C.Y CLASS C EXCAVATION C.Y UNCLASSIFIED EXCAVATION C.Y EMBANKMENT IN PLACE C.Y COMPACTING EMBANKMENT C.Y COMPACTING IN CUT STA CLASS 1 EXCAVATION C.Y CLASS 1 EXCAVATION IN ROCK C.Y CLASS 3 EXCAVATION C.Y CLASS 4 EXCAVATION C.Y CULVERT CLEANOUT EACH TEMPORARY SHORING L.S LINEAR GRADING CLASS 1 STA LINEAR GRADING CLASS 2 STA A SUBGRADE COMPACTION (6-INCH DEPTH) STA A SUBGRADING AND SHOULDERING CLASS 1 STA FURNISHING ROCK FILL C.Y PLACING ROCK FILL C.Y SHAPING SLOPES, CLASS III 100FT REMOVAL OF BRIDGES L.S REMOVAL OF EXISTING BRIDGE DECKS S.F PARTIAL REMOVAL OF SUBSTRUCTURE CONCRETE L.S FURNISHING ROCK BASE MATERIAL S.Y A PLACING ROCK BASE (18 IN. THICK) S.Y TYPE 1 AGGREGATE FOR BASE (3 IN. THICK) S.Y TYPE 1 AGGREGATE FOR BASE (4 IN. THICK) S.Y TYPE 5 AGGREGATE FOR BASE (4 IN. THICK) S.Y TYPE 5 AGGREGATE FOR BASE (6 IN. THICK) S.Y GRAVEL (A) TON GRAVEL (A) OR CRUSHED STONE (B) TON GRAVEL (A) OR CRUSHED STONE (B) S.Y GRAVEL (A) OR CRUSHED STONE (B) OR CHAT (C) S.Y INCHES, BITUMINOUS PAVEMENT S.Y TYPE A2 SHOULDER S.Y TYPE A3 SHOULDER S.Y BITUMINOUS PAVEMENT MIXTURE PG70-22, (BP-1) TON BITUMINOUS PAVEMENT MIXTURE PG70-22, (BP-2) TON BITUMINOUS PAVEMENT MIXTURE PG64-22, (BP-1) TON BITUMINOUS PAVEMENT MIXTURE PG64-22, (BP-2) TON BITUMINOUS PAVEMENT MIXTURE PG64-22, (BP-3) TON BITUMINOUS PAVEMENT MIXTURE PG64-22 (BASE) TON BITUMINOUS PAVEMENT MIXTURE PG64-22 (BASE WIDENING) TON ASPHALTIC CONCRETE MIXTURE PG (SP095C MIX) TON ASPHALTIC CONCRETE MIXTURE PG (SP095B MIX) TON ASPHALTIC CONCRETE MIXTURE PG (SP095BSM MIX) TON Kansas City District

14 MoDOT 2016 UNIT BID PRICES Kansas City District ASPHALTIC CONCRETE MIXTURE PG (SP125C MIX) TON ASPHALTIC CONCRETE MIXTURE PG (SP125C MIX) TON ASPHALTIC CONCRETE MIXTURE PG (SP125B MIX) TON ASPHALTIC CONCRETE MIXTURE PG (SP125B MIX) TON ASPHALTIC CONCRETE MIXTURE PG (SP125BSM MIX) TON ASPHALTIC CONCRETE MIXTURE PG (SP190C MIX) TON ASPHALTIC CONCRETE MIXTURE PG (SP190B MIX) TON INCHES, ASPHALTIC CONCRETE PAVEMENT SP125C S.Y INCHES, ASPHALTIC CONCRETE PAVEMENT SP125C S.Y INCHES, ASPHALTIC CONCRETE PAVEMENT SP125C S.Y INCHES, ASPHALTIC CONCRETE PAVEMENT SP125CLP OR SP125BSM S.Y INCHES, ASPHALTIC CONCRETE PAVEMENT SP125CLP OR SP125BSM S.Y TACK COAT GAL TACK COAT - POLYMER MODIFIED GAL ULTRATHIN BONDED WEARING SURFACE, TYPE B S.Y ULTRATHIN BONDED WEARING SURFACE, TYPE C S.Y BITUMINOUS FOG SEAL GAL CONCRETE PAVEMENT ( 6 IN. NON-REINF) S.Y CONCRETE PAVEMENT ( 8 IN. NON-REINF) S.Y CONCRETE PAVEMENT (10 IN. NON-REINF) S.Y CONCRETE PAVEMENT (7 IN. NON-REINFORCED 15 FT. JOINTS) S.Y CONCRETE PAVEMENT (8 IN. NON-REINFORCED, 15 FT. JOINTS) S.Y CONCRETE PAVEMENT ( 9 IN. NON-REINFORCED, 15 FT. JOINTS) S.Y CONCRETE PAVEMENT (10 IN. NON-REINFORCED, 15 FT. JOINTS) S.Y CONCRETE PAVEMENT (8 1/2 IN. NON-REINFORCED, 15 FT. JOINTS) S.Y CONCRETE PAVEMENT (9 1/2 IN. NON-REINFORCED, 15 FT. JOINTS) S.Y TYPE A2 SHOULDER S.Y TYPE A3 SHOULDER S.Y A BRIDGE APPROACH SLAB (MAJOR ROAD) S.Y A BRIDGE APPROACH SLAB (MINOR ROAD) S.Y CONCRETE APPROACH PAVEMENT S.Y DRAIN MARKER EACH ADJUSTING MANHOLE EACH ADJUSTING BASIN OR INLET EACH PIPE COLLAR, TYPE A EACH PIPE COLLAR, TYPE B EACH A 12 IN. SLOTTED DRAIN L.F A PIPE AGGREGATE PAVEMENT CROSS DRAIN L.F A FRENCH UNDERDRAIN L.F A PIPE AGGREGATE PAVEMENT EDGE DRAIN L.F OUTLET PIPES AND SPLASH PADS EACH BULLNOSE GUARDRAIL SYSTEM EACH GUARDRAIL TYPE A L.F A GUARDRAIL TYPE A, 7 FT. POST, 3 FT IN SPACING L.F GUARDRAIL TYPE D L.F GUARDRAIL TYPE E, 6 FT POST, 6 FT.-3 IN. SPACING L.F MGS GUARDRAIL L.F MGS GUARDRAIL, 8 FT. POSTS, 6 FT. - 3 SPACING L.F Kansas City District

15 MoDOT 2016 UNIT BID PRICES Kansas City District MGS GUARDRAIL, 6 FT. POSTS, 3 FT. - SPACING L.F MGS GUARDRAIL, 6 FT. POSTS, 1 FT IN. SPACING L.F MGS BRIDGE APPROACH TRANSITION SECTION (MAJOR ROUTE) EACH MGS BRIDGE APPROACH TRANSITION SECTION (MINOR ROUTE) EACH MGS HEIGHT AND BLOCK TRANSITION EACH MGS TYPE A CRASHWORTHY END TERMINAL (MASH) EACH MGS EMBEDDED ANCHOR SECTION (WITHOUT RUBRAIL) L.F MGS END ANCHOR EACH A BRIDGE ANCHOR SECTION, 6.5 FT. POSTS (SAFETY BARRIER CURB) (ROADWAY AEACH A BRIDGE ANCHOR SECTION, 7.5 FT. POSTS (SAFETY BARRIER CURB) (ROADWAY AEACH A TRANSITION SECTION, 6.5 FT. POSTS EACH ASYMETRICAL TRANSITION SECTION, 6.5 FT. POSTS EACH ASYMETRICAL TRANSITION SECTION, 7.5 FT. POSTS EACH BRIDGE ANCHOR SECTION (THRIE BEAM) EACH TYPE A CRASHWORTHY END TERMINAL (MASH) EACH TYPE A CRASHWORTHY END TERMINAL EACH TYPE C CRASHWORTHY END TERMINAL EACH MEDIAN GUARD CABLE 3 - STRAND L.F ANCHOR ASSEMBLY, GUARD CABLE 3-STRAND EACH END ANCHOR EACH A CHAIN-LINK FENCE (48 IN.) L.F PEDESTRIAN FENCE (STRUCTURES) L.F MODIFIED CONCRETE GUTTER TYPE A L.F CONCRETE MEDIAN S.Y CONCRETE CURB RAMP S.Y TRUNCATED DOMES S.F IN. CONCRETE MEDIAN STRIP S.Y IN. CONCRETE MEDIAN STRIP S.Y IN. CONCRETE MEDIAN STRIP S.Y IN. CONCRETE MEDIAN STRIP S.Y PAVED APPROACH, 7 IN. S.Y PAVED APPROACH, 8 IN. S.Y CONCRETE SIDEWALK, 4 IN. S.Y CONCRETE SIDEWALK, 7 IN. S.Y CONCRETE SIDEWALK, 8 IN. S.Y CONCRETE CURB (6 IN. HEIGHT AND UNDER) TYPE S L.F CONCRETE CURB (OVER 6 IN. HEIGHT) TYPE S L.F CONCRETE GUTTER TYPE A L.F CONCRETE GUTTER TYPE B L.F CURB AND GUTTER TYPE A L.F CURB AND GUTTER TYPE B L.F PAVED DITCH S.Y INTEGRAL CURB (6 IN. HEIGHT AND UNDER) TYPE A L.F INTEGRAL CURB (6 IN. HEIGHT AND UNDER) TYPE B L.F INTEGRAL CURB TYPE O L.F INTEGRAL CURB (OVER 6 IN. HEIGHT) TYPE A L.F INTEGRAL CURB (OVER 6 IN. HEIGHT) TYPE B L.F ASPHALT CURB L.F Kansas City District