Contract: A-130.23S001-3-02
Schedule of Items
Contract
A-130.23S001-3-02
Project
Replacement of Bridge No. NB-751 at Milepost A-130.23 in Lackawanna County
Opening Date
5/15/2019 11:00:00 AM
Schedule Of Items
Alternate OptionLine NumberItem NumberDescriptionQuantityUnit of Measure
   Section 0001  
 1002108-0001CONSTRUCTION SCHEDULE1.000LS
 2002201-0001CLEARING AND GRUBBING1.000LS
 3002203-0001CLASS 1 EXCAVATION27543.000CY
 4002203-0004CLASS 1B EXCAVATION381.000CY
 5002203-0010CLASS 1A EXCAVATION, UNDERCUTTING (BACKFILLING WITH ROCK, TYPE B)4950.000CY
 6002203-0011CLASS 1A EXCAVATION, UNDERCUTTING (BACKFILLING WITH NO. 2A COARSE AGGREGATE)2130.000CY
 7002203-2102TEMPORARY SHORING, NB-751, ABUTMENT 11.000LS
 8002203-2103TEMPORARY SHORING, NB-751, ABUTMENT 21.000LS
 9002203-2104TEMPORARY SHORING, RE A-130.44 NB1.000LS
 10002204-0001CLASS 2 EXCAVATION53.000CY
 11002204-0100CLASS 3 EXCAVATION6562.000CY
 12002205-0275SELECTED BORROW EXCAVATION ROCK, TYPE A3876.000CY
 13002205-0276SELECTED BORROW EXCAVATION ROCK, TYPE B6175.000CY
 14003208-0001SPECIAL ROLLING20.000HOUR
 15000212-0016GEOTEXTILE, CLASS 4, TYPE C10620.000SY
 16002220-0020FLOWABLE BACKFILL, TYPE C8360.000CY
 17002309-0626SUPERPAVE ASPHALT MIXTURE DESIGN, HMA BASE COURSE, PG 64-22, 10 TO < 30 MILLION ESALS, 25.0 MM MIX, 6" DEPTH11002.000SY
 18002309-1622RICH BOTTOM SUPERPAVE ASPHALT MIXTURE DESIGN, HMA BASE COURSE, PG 64-22, 10 TO < 30 MILLION ESALS, 25.0 MM MIX, 4" DEPTH11002.000SY
 19000311-0320SUPERPAVE ASPHALT MIXTURE DESIGN, WMA BASE COURSE, PG 64-22, < 0.3 MILLION ESALS, 25.0 MM MIX, 3" DEPTH1454.000SY
 20002350-0121SUBBASE (NO. 2A)4015.000TON
 21004350-4121SUBBASE UNDER GUIDE RAIL777.000TON
 22000360-0001ASPHALT TREATED PERMEABLE BASE COURSE, 4" DEPTH11002.000SY
 23002409-0761SUPERPAVE ASPHALT MIXTURE DESIGN, HMA WEARING COURSE, PG 76-22, 10 TO < 30 MILLION ESALS, 12.5 MM MIX, SRL-E3234.000TON
 24002409-0791SUPERPAVE ASPHALT MIXTURE DESIGN, HMA WEARING COURSE, PG 76-22, 10 TO < 30 MILLION ESALS, 9.5 MM MIX, SRL-E376.000TON
 25002409-6660SUPERPAVE ASPHALT MIXTURE DESIGN, HMA BINDER COURSE, PG 64-22, 10 TO < 30 MILLION ESALS, 19.0 MM MIX, 3" DEPTH11002.000SY
 26002409-6670SUPERPAVE ASPHALT MIXTURE DESIGN, HMA BINDER COURSE, PG 64-22, 10 TO < 30 MILLION ESALS, 19 MM MIX899.000TON
 27000411-0383SUPERPAVE ASPHALT MIXTURE DESIGN, WMA WEARING COURSE, PG 64-22, < 0.3 MILLION ESALS, 9.5 MM MIX, 1 1/2" DEPTH, SRL-G1454.000SY
 28000411-6360SUPERPAVE ASPHALT MIXTURE DESIGN, WMA BINDER COURSE, PG 64-22, < 0.3 MILLION ESALS, 19.0 MM MIX, 3" DEPTH1454.000SY
 29002491-0063MILLING OF BITUMINOUS PAVEMENT SURFACE, 1 1/2" DEPTH4450.000SY
 30002491-0064MILLING OF BITUMINOUS PAVEMENT SURFACE, 2" DEPTH18005.000SY
 31002491-0065MILLING OF BITUMINOUS PAVEMENT SURFACE, 2 1/2" DEPTH614.000SY
 32002499-1000PAYMENT ADJUSTMENT FOR ASPHALT MATERIALS1.000PDA
 33002505-0002RECESSED BRIDGE APPROACH SLAB937.000SY
 34002516-0200BITUMINOUS PAVEMENT PATCHING, TYPE A75.000CY
 35002516-0220BITUMINOUS PAVEMENT PATCHING, TYPE B125.000CY
 36002517-0010TRANSVERSE BRIDGE DECK GROOVING766.000SY
EITHER37002601-040018" THERMOPLASTIC PIPE, GROUP VI, 15'-2' FILL122.000LF
OR38002601-701418" REINFORCED CONCRETE PIPE, TYPE A, 15' - 2' FILL122.000LF
 39002601-040018" THERMOPLASTIC PIPE, GROUP VI, 15'-2' FILL447.000LF
EITHER40002601-040224" THERMOPLASTIC PIPE, GROUP VI, 15'-2' FILL272.000LF
OR41002601-702724" REINFORCED CONCRETE PIPE, TYPE A, 10' - 2' FILL272.000LF
EITHER42002601-060018" THERMOPLASTIC PIPE, GROUP VI, WATER TIGHT JOINT, 15'-2' FILL326.000LF
OR43002601-701418" REINFORCED CONCRETE PIPE, TYPE A, 15' - 2' FILL326.000LF
 44002601-5430CLASS A CEMENT CONCRETE FOR MISCELLANEOUS DRAINAGE2.000CY
EITHER45002604-040018" PERFORATED THERMOPLASTIC PIPE, GROUP VI, 15'-2' FILL168.000LF
OR46002604-701418" REINFORCED CONCRETE PIPE, TYPE A, (OPEN JOINT), 15' - 2' FILL168.000LF
EITHER47002604-040224" PERFORATED THERMOPLASTIC PIPE, GROUP VI, 15'-2' FILL461.000LF
OR48002604-702724" REINFORCED CONCRETE PIPE, TYPE A, (OPEN JOINT), 10' - 2' FILL461.000LF
 49002605-0012TYPE M INLET, STANDARD BOX, HEIGHT </= 10', CONDITION 2BC4.000EACH
 50002605-0014TYPE M INLET, STANDARD BOX, HEIGHT </= 10', CONDITION 1AB10.000EACH
 51002605-0016TYPE M INLET, STANDARD BOX, HEIGHT </= 10', CONDITION 2AB8.000EACH
 52002605-0020TYPE S INLET, STANDARD BOX, HEIGHT </= 10', CONDITION 1BC2.000EACH
 53052605-0110TYPE M INLET, TYPE 4 BOX, HEIGHT </= 10', CONDITION 2BC6.000EACH
 55002605-2345INLET, CONDITION 36.000EACH
 56004605-2351CAP MODIFIED TYPE M INLET, CONDITION 42.000EACH
 57002605-2600TYPE D ENDWALL3.000EACH
 58002605-2610TYPE D-E ENDWALL1.000EACH
 59002606-0018TYPE M INLET, CONDITION 5EF1.000EACH
 60002606-0150GRADE ADJUSTMENT OF EXISTING MANHOLES1.000EACH
 61000608-0001MOBILIZATION1.000LS
 62002609-0003INSPECTOR'S FIELD OFFICE AND INSPECTION FACILITIES, TYPE B1.000LS
 63002610-70026" PAVEMENT BASE DRAIN4026.000LF
 64002615-00226" SUBSURFACE DRAIN OUTLETS163.000LF
 65002615-0040SUBSURFACE DRAIN OUTLET ENDWALL2.000EACH
 66002615-0110DIRECT CONNECTIONS17.000EACH
 67002616-9050PLUG EXISTING PIPE1.000EACH
 68000619-0459PERMANENT IMPACT ATTENUATING DEVICE, TYPE II, TEST LEVEL 3, TANGENT (MASH)1.000EACH
 69002619-0610PERMANENT IMPACT ATTENUATING DEVICE, TYPE V (STANDARD), TEST LEVEL 31.000EACH
 70004619-2500REMOVE IMPACT ATTENUATING DEVICE1.000EACH
 71000620-0010TYPICAL AND ALTERNATE CONCRETE BRIDGE BARRIER TRANSITION WITHOUT INLET PLACEMENT5.000EACH
 72004620-0010MODIFIED TYPICAL AND ALTERNATE CONCRETE BRIDGE BARRIER TRANSITION WITHOUT INLET PLACEMENT1.000EACH
 73002620-0400TERMINAL SECTION, SINGLE2.000EACH
 74002620-0402TERMINAL SECTION, BRIDGE CONNECTION2.000EACH
 75002620-0500RESET GUIDE RAIL50.000LF
 76002620-0503REMOVE EXISTING GUIDE RAIL2550.000LF
 77002620-1250VEHICLE ATTENUATING TERMINAL END TREATMENT (V.A.T.E.T.), TYPE II, TEST LEVEL 3 - MASH (ENERGY ABSORBING TERMINALS, TANGENT)1.000EACH
 78002620-1600TYPE 31-S GUIDE RAIL2229.500LF
 79002620-1625TYPE 31-SC GUIDE RAIL417.600LF
 80002620-1635TYPE 31-SCC GUIDE RAIL37.500LF
 81002620-1660TYPE 31 STRONG POST ANCHOR TERMINAL1.000EACH
 82002622-0001CONCRETE GLARE SCREEN2028.000LF
 83002622-0056REMOVE AND STORE TRANSITION SECTION, 34" F-SHAPE TO 52" F-SHAPE1.000EACH
 84002622-0066RESET AND INSTALL TRANSITION SECTION, 34" F-SHAPE TO 52" F-SHAPE1.000EACH
 85002623-0001CONCRETE MEDIAN BARRIER, 34"1809.000LF
 86002623-0002CONCRETE MEDIAN BARRIER, STRUCTURE MOUNTED, 32"84.000LF
 87004623-0009REMOVE CONCRETE MEDIAN BARRIER, 34" AND SPECIAL SECTIONS3846.000LF
 88002623-0051SINGLE FACE CONCRETE BARRIER, 41"260.000LF
 89002623-0056REMOVE AND STORE SINGLE FACE CONCRETE BARRIER, 34"100.000LF
 90002623-0059RESET AND INSTALL SINGLE FACE CONCRETE BARRIER, 34"100.000LF
 91002623-0121END TRANSITION, SINGLE FACE CONCRETE BARRIER, 41"2.000EACH
 92002623-1001ABUTMENT TRANSITION PIECE, TYPE I1.000EACH
 93000624-0001RIGHT-OF-WAY FENCE, TYPE 1325.000LF
 94000624-0100RIGHT-OF-WAY FENCE, TYPE 2300.000LF
 95000624-0300END POSTS FOR TYPE 1 RIGHT-OF-WAY FENCE2.000EACH
 96000624-0301END POSTS FOR TYPE 2 RIGHT-OF-WAY FENCE4.000EACH
 97000624-0500PULL POSTS FOR TYPE 1 RIGHT-OF-WAY FENCE32.000EACH
 98000624-0501PULL POSTS FOR TYPE 2 RIGHT-OF-WAY FENCE18.000EACH
 99002627-1001FURNISH AND INSTALL TEMPORARY CONCRETE BARRIER9044.000LF
 100002627-1021FURNISH AND INSTALL TEMPORARY CONCRETE BARRIER, STRUCTURE MOUNTED96.000LF
 101002627-2001REMOVE TEMPORARY CONCRETE BARRIER9044.000LF
 102002627-2021REMOVE TEMPORARY CONCRETE BARRIER, STRUCTURE MOUNTED96.000LF
 103002628-0001RESET TEMPORARY CONCRETE BARRIER13422.000LF
 104002628-0020RESET TEMPORARY CONCRETE BARRIER, STRUCTURE MOUNTED96.000LF
 105002628-1001RELOCATE TEMPORARY CONCRETE BARRIER2316.000LF
 106002636-0001BITUMINOUS CONCRETE CURB355.000LF
 107002660-0031SONIC NAP ALERT PATTERN (S.N.A.P.)3502.000EACH
 108000677-0001SELECTED MATERIAL SURFACING237.000CY
 109000680-0003MEMBRANE WATERPROOFING244.000SY
 110002686-0010CONSTRUCTION SURVEYING, TYPE A1.000LS
 111002686-0050CONSTRUCTION SURVEYING, TYPE D1.000LS
 112002696-0200REPAIR OF TEMPORARY IMPACT ATTENUATING DEVICE1.000PDA
 113002696-0610TEMPORARY IMPACT ATTENUATING DEVICE, TYPE V (STANDARD), TEST LEVEL 34.000EACH
 114002697-0639RESET TEMPORARY IMPACT ATTENUATING DEVICE, TYPE V (STANDARD), TEST LEVEL 37.000EACH
 115000703-0025NO. 57 COARSE AGGREGATE740.000CY
 116002802-0006TOPSOIL FURNISHED AND PLACED, 4" DEPTH3002.000SY
 117002802-0008TOPSOIL FURNISHED AND PLACED, 6" DEPTH4295.000SY
 118002804-0013SEEDING AND SOIL SUPPLEMENTS - FORMULA D26.000LB
 119002804-0014SEEDING - FORMULA E52.000LB
 120002804-0020SEEDING AND SOIL SUPPLEMENTS - FORMULA L144.000LB
 121002804-0048SEEDING AND SOIL SUPPLEMENTS - DETENTION BASIN FLOOR9.000LB
 122002804-0102SEEDING AND SOIL SUPPLEMENTS - FORMULA BT-1199.000LB
 123002804-0105SEEDING AND SOIL SUPPLEMENTS - SEASONALLY FLOODED SEED MIXTURE2.000LB
 124002805-0022MULCHING - STRAW6.000TON
 125000806-0112TEMPORARY SHORT-TERM, ROLLED EROSION CONTROL PRODUCT, TYPE 2C2653.000SY
 126000806-0113TEMPORARY SHORT-TERM, ROLLED EROSION CONTROL PRODUCT, TYPE 2D2977.000SY
 127002811-0002TEMPORARY PROTECTIVE FENCE390.000LF
 128002845-0001EROSION AND SEDIMENTATION CONTROL DURING CONSTRUCTION1.000PDA
 129002849-0001ROCK CONSTRUCTION ENTRANCE1.000EACH
 130002850-0022ROCK LINING, CLASS R-4393.000SY
 131002850-0040ROCK ARMOR1869.000LF
 132002858-0010SEDIMENT FILTER BAG1.000EACH
 133002860-0003INLET FILTER BAG FOR TYPE M OR TYPE S INLET8.000EACH
 134004865-0005ROCK FILTER OUTLET4.000EACH
 135000867-0018COMPOST FILTER SOCK, 18" DIAMETER888.000LF
 136002901-0001MAINTENANCE AND PROTECTION OF TRAFFIC1.000LS
 137002901-0202CONSTRUCTION LIGHTING12.000EACH
 138002901-0203ARROW PANEL4.000EACH
 139002901-03204" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, YELLOW3397.000LF
 140002901-03216" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, YELLOW18457.000LF
 141002901-03304" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, WHITE4708.000LF
 142002901-03316" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, WHITE19259.000LF
 143002901-0498PORTABLE CHANGEABLE MESSAGE SIGNS, 3 LINES, 8 CHARACTERS PER LINE6.000EACH
 144002901-0499PORTABLE CHANGEABLE MESSAGE SIGNS, 3 LINES, 12 CHARACTERS PER LINE2.000EACH
 145002901-0501SHADOW VEHICLE WITH TRUCK MOUNTED ATTENUATOR (TMA)2.000EACH
 146000910-0002JUNCTION BOXES J.B.-27.000EACH
 147000910-0005JUNCTION BOXES J.B.-121.000EACH
 148000910-0006JUNCTION BOXES J.B.-254.000EACH
 149000910-0154POLE FOUNDATION, TYPE FC13.000EACH
 150000910-1122ALUMINUM LIGHTING POLE WITH 6-FOOT BRACKET ARM (40-FOOT MOUNTING HEIGHT) TYPE A1.000EACH
 151000910-1124ALUMINUM LIGHTING POLE WITH 8-FOOT BRACKET ARM (40-FOOT MOUNTING HEIGHT) TYPE A4.000EACH
 152000910-1126ALUMINUM LIGHTING POLE WITH 10-FOOT BRACKET ARM (40-FOOT MOUNTING HEIGHT) TYPE A6.000EACH
 153000910-1132ALUMINUM LIGHTING POLE WITH 20-FOOT BRACKET ARM (40-FOOT MOUNTING HEIGHT) TYPE A2.000EACH
 154000910-1150ALUMINUM LIGHTING POLE WITH 15-FOOT BRACKET ARM (40-FOOT MOUNTING HEIGHT) TYPE S3.000EACH
 155000910-1152ALUMINUM LIGHTING POLE WITH 20-FOOT BRACKET ARM (40-FOOT MOUNTING HEIGHT) TYPE S1.000EACH
 156000910-2828250-WATT HIGH PRESSURE SODIUM LUMINAIRE, ARM MOUNT16.000EACH
 157000910-2830400-WATT HIGH PRESSURE SODIUM LUMINAIRE, ARM MOUNT1.000EACH
 158000910-4116AWG 8 UNDERGROUND CABLE, COPPER, 1 CONDUCTOR20900.000LF
 159000910-50552" DIRECT BURIAL CONDUIT4500.000LF
 160002910-52552" CONDUIT IN STRUCTURE101.000LF
 161002910-52593" CONDUIT IN STRUCTURE455.000LF
 162002910-52604" CONDUIT IN STRUCTURE101.000LF
 163000910-5400CONDUIT SLEEVE100.000LF
 164000910-5500BURIED CABLE AND CONDUIT MARKER2.000EACH
 165000910-6000TRENCH3300.000LF
 166000910-7210TESTING OF ENTIRE LIGHTING SYSTEM1.000LS
 167002930-1004RELOCATION OF POST MOUNTED SIGNS, TYPE A1.000EACH
 168002931-0001POST MOUNTED SIGNS, TYPE B60.000SF
 169002932-0001POST MOUNTED SIGNS, TYPE C64.500SF
 170002932-1001RELOCATION OF POST MOUNTED SIGNS, TYPE C2.000EACH
 171002934-0002POST MOUNTED SIGNS, TYPE E144.000SF
 172002936-0400FLASHING WARINING SIGN3.000EACH
 173002936-1000RELOCATION OF STRUCTURE MOUNTED SIGNS3.000EACH
 174000937-0336FLEXIBLE DELINEATOR POST, GROUND-MOUNT TYPE GM-2, RED POST WITH RED/BLANK SHEETING1.000EACH
 175002948-1001MONOPIPE SIGN STRUCTURE, NO. SS A-129.551.000LS
 176002948-1002MONOPIPE SIGN STRUCTURE, NO. SS A-130.101.000LS
 177002948-1003MONOPIPE SIGN STRUCTURE, NO. SS A-130.421.000LS
 178004948-2001REMOVAL OF EXISTING SIGN STRUCTURE, NO. SS A-129.551.000LS
 179004948-2002REMOVAL OF EXISTING SIGN STRUCTURE, NO. SS A-130.101.000LS
 180004948-2003REMOVAL OF EXISTING SIGN STRUCTURE, NO. SS A-130.421.000LS
 181000962-10004" WHITE WATERBORNE PAVEMENT MARKINGS820.000LF
 182000962-10054" YELLOW WATERBORNE PAVEMENT MARKINGS820.000LF
 183002963-0002PAVEMENT MARKING REMOVAL14660.000LF
 184002001-0001CLASS AA CEMENT CONCRETE359.000CY
 185002001-0010CLASS A CEMENT CONCRETE2350.000CY
 186002001-06116" STRUCTURE FOUNDATION DRAIN296.000LF
 187002001-0700GEOCOMPOSITE DRAIN855.000SY
 188002001-0730SELECTED BORROW EXCAVATION, STRUCTURE BACKFILL2103.000CY
 189002001-0801AESTHETIC CONCRETE COATING - LIGHT GREY, RE A-130.44 NB1.000LS
 190002001-0802AESTHETIC CONCRETE COATING - WHITE, RE A-130.44 NB1.000LS
 191002001-0803AESTHETIC CONCRETE COATING - LIGHT GREY, NB-7511.000LS
 192002001-0804AESTHETIC CONCRETE COATING - WHITE, NB-7511.000LS
 193002001-0900ARCHITECTURAL SURFACE TREATMENT9613.000SF
 194002001-0960CLASS AAAP CEMENT CONCRETE222.000CY
 195001002-0001REINFORCEMENT BARS44337.000LB
 196001002-0052REINFORCEMENT BARS, EPOXY COATED179080.000LB
 197001002-0111MECHANICAL SPLICE SYSTEM FOR NO. 4 REINFORCEMENT BARS8.000EACH
 198001002-0112MECHANICAL SPLICE SYSTEM FOR NO. 5 REINFORCEMENT BARS63.000EACH
 199001002-0114MECHANICAL SPLICE SYSTEM FOR NO. 7 REINFORCEMENT BARS4.000EACH
 200001002-0138MECHANICAL SPLICE SYSTEM FOR NO. 4 REINFORCEMENT BARS, EPOXY COATED116.000EACH
 201001002-0139MECHANICAL SPLICE SYSTEM FOR NO. 8 REINFORCEMENT BARS, EPOXY COATED13.000EACH
 202001002-0140MECHANICAL SPLICE SYSTEM FOR NO. 5 REINFORCEMENT BARS, EPOXY COATED292.000EACH
 203001002-0142MECHANICAL SPLICE SYSTEM FOR NO. 6 REINFORCEMENT BARS, EPOXY COATED8.000EACH
 204001006-011054" DIAMETER DRILLED CAISSONS, SHAFT SECTION IN ROCK10.000LF
 205001006-021160" DIAMETER DRILLED CAISSONS, SHAFT SECTION IN SOIL24.000LF
 206001006-041160" DIAMETER SHELLS FOR DRILLED CAISSONS24.000LF
 207002018-0001REMOVAL OF EXISTING BRIDGE, NB-7511.000LS
 208001026-0015NEOPRENE STRIP SEAL DAM, (3" MOVEMENT)348.000LF
 209001050-0061HIGH LOAD MULTI-ROTATIONAL BEARINGS - FIXED10.000EACH
 210001050-0062HIGH LOAD MULTI-ROTATIONAL BEARINGS - GUIDED EXPANSION8.000EACH
 211001050-0063HIGH LOAD MULTI-ROTATIONAL BEARINGS - NON-GUIDED EXPANSION6.000EACH
 212001056-0100FABRICATED STRUCTURAL STEEL273040.000LB
 213001056-0470SHEAR CONNECTORS7155.000EACH
 214002090-0300CANTILEVERED COMBINATION WORK PLATFORMS AND PROTECTION SHIELDS263.000LF
 215004000-0001MSE RETAINING WALL, RE A-130.44 NB, AS-DESIGNED1.000LS
 217004000-0003MOBILIZATION AND DEMOBILIZATION FOR MICROPILES, NB-7511.000LS
 218004000-0004SURVEY OF EXISTING PILES4.000EACH
 219004000-0005MICROPILE STATIC PROOF LOAD TEST, NB-7516.000EACH
 220004000-0006MICROPILE STATIC VERIFICATION LOAD TEST, NB-7512.000EACH
 220054000-0007MICROPILES, 9.625" X 0.472", NB-75116988.000LF
 221004000-0008OVEREXCAVATION AND BACKFILL WITH TYPE B ROCK20.000CY
 222004000-0009OVEREXCAVATION AND BACKFILL WITH NO. 57 COARSE AGGREGATE48.000CY
 223004000-0010COMPOST FILTERSOCK CONCRETE WASHOUT3.000EACH
 224004000-0012PRECAST STILLING BASIN1.000EACH
 225004000-0013EARTHEN BERM147.000LF
 226004000-0014TEMPORARY HIGHWAY LIGHTING FOR CROSS OVERS1.000LS
 227004000-0070PRICE ADJUSTMENT FOR STEEL COST FLUCTUATIONS1.000PDA
 228004000-0110TEMPORARY FLEXIBLE WATERTIGHT PIPE CONNECTION AND TEMPORARY PIPE4.000EACH
 229004000-0120CLOSURE OF EXISTING DRAINAGE STRUCTURES9.000EACH
 230004000-0200SOIL AMENDMENT399.000CY
 231004000-10016" WHITE PERMANENT PREFORMED PATTERNED REFLECTIVE PAVEMENT MARKINGS11265.000LF
 232004000-10026" YELLOW PERMANENT PREFORMED PATTERNED REFLECTIVE PAVEMENT MARKINGS7950.000LF
 233004000-2002TEMPORARY STREAM DIVERSION1.000LS
 234004000-8017REMOVAL OF HIGHWAY LIGHTING SYSTEM1.000LS