Contract: T-149.50T002-3-04
Schedule of Items
Contract
T-149.50T002-3-04
Project
Substructure Removal of Bridge B-518 and Earlston Road Construction at Milepost 154.42 in Bedford County
Opening Date
5/22/2019 11:00:00 AM
Schedule Of Items
Alternate OptionLine NumberItem NumberDescriptionQuantityUnit of Measure
   Section 0001  
 1002201-0001CLEARING AND GRUBBING1.000LS
 2002203-0001CLASS 1 EXCAVATION152639.000CY
 3002203-0004CLASS 1B EXCAVATION35.000CY
 4002203-0010CLASS 1A EXCAVATION, UNDERCUTTING (BACKFILLING WITH ROCK, TYPE B)178.000CY
 5002204-0001CLASS 2 EXCAVATION930.000CY
 6000206-0010SELECT GRANULAR MATERIAL (2RC)263.000TON
 7003208-0001SPECIAL ROLLING8.000HOUR
 8000212-0014GEOTEXTILE, CLASS 4, TYPE A1389.000SY
 9000212-0016GEOTEXTILE, CLASS 4, TYPE C268.000SY
 10002309-0622SUPERPAVE ASPHALT MIXTURE DESIGN, HMA BASE COURSE, PG 64-22, 10 TO < 30 MILLION ESALS, 25.0 MM MIX, 4" DEPTH82.000SY
 11000311-0420SUPERPAVE ASPHALT MIXTURE DESIGN, WMA BASE COURSE, PG 64-22, 0.3 TO < 3 MILLION ESALS, 25.0 MM MIX, 3" DEPTH24.000SY
 12002350-0106SUBBASE 6" DEPTH (NO. 2A)5950.000SY
 12054350-0122SUBBASE (NO. 2A)75.000CY
 13002409-0651SUPERPAVE ASPHALT MIXTURE DESIGN, HMA WEARING COURSE, PG 64-22, 10 TO < 30 MILLION ESALS, 12.5 MM MIX, 2" DEPTH, SRL-E180.000SY
 14002409-6381SUPERPAVE ASPHALT MIXTURE DESIGN, HMA BINDER COURSE, PG 64-22, < 0.3 MILLION ESALS, 19.0 MM MIX, 4" DEPTH247.000SY
 15002409-6660SUPERPAVE ASPHALT MIXTURE DESIGN, HMA BINDER COURSE, PG 64-22, 10 TO < 30 MILLION ESALS, 19.0 MM MIX, 3" DEPTH82.000SY
 16000411-0385SUPERPAVE ASPHALT MIXTURE DESIGN, WMA WEARING COURSE, PG 64-22, < 0.3 MILLION ESALS, 9.5 MM MIX, 1 1/2" DEPTH, SRL-L7272.000SY
 17000411-0484SUPERPAVE ASPHALT MIXTURE DESIGN, WMA WEARING COURSE, PG 64-22, 0.3 TO < 3 MILLION ESALS, 9.5 MM MIX, 1 1/2" DEPTH, SRL-M24.000SY
 18000411-1395SUPERPAVE ASPHALT MIXTURE DESIGN, WMA WEARING COURSE (LEVELING), PG 64-22, < 0.3 MILLION ESALS, 9.5 MM MIX, SRL-L3.000TON
 19000411-6360SUPERPAVE ASPHALT MIXTURE DESIGN, WMA BINDER COURSE, PG 64-22, < 0.3 MILLION ESALS, 19.0 MM MIX, 3" DEPTH5526.000SY
 20000411-6450SUPERPAVE ASPHALT MIXTURE DESIGN, WMA BINDER COURSE, PG 64-22, 0.3 TO < 3 MILLION ESALS, 19.0 MM MIX, 2 1/2" DEPTH24.000SY
 21000460-0001BITUMINOUS TACK COAT7357.000SY
 22002491-0070MILLING OF BITUMINOUS PAVEMENT SURFACE, VARIABLE DEPTH1772.000SY
EITHER23000601-039318" CORRUGATED POLYETHYLENE (PE) CULVERT PIPE, GROUP V, 7'-2.5' FILL6.000LF
OR24002601-936318" CORRUGATED ALUMINIZED STEEL PIPE, TYPE I, (2 2/3" X 1/2" CORRUGATIONS), 16 GAGE6.000LF
EITHER25002601-040018" THERMOPLASTIC PIPE, GROUP VI, 15'-2' FILL376.000LF
OR26002601-701418" REINFORCED CONCRETE PIPE, TYPE A, 15' - 2' FILL376.000LF
EITHER27002601-040224" THERMOPLASTIC PIPE, GROUP VI, 15'-2' FILL59.000LF
OR28002601-702724" REINFORCED CONCRETE PIPE, TYPE A, 10' - 2' FILL59.000LF
 29002601-701418" REINFORCED CONCRETE PIPE, TYPE A, 15' - 2' FILL86.000LF
 30002601-702724" REINFORCED CONCRETE PIPE, TYPE A, 10' - 2' FILL115.000LF
EITHER31002604-040018" PERFORATED THERMOPLASTIC PIPE, GROUP VI, 15'-2' FILL452.000LF
OR32002604-701418" REINFORCED CONCRETE PIPE, TYPE A, (OPEN JOINT), 15' - 2' FILL452.000LF
 33002605-0010TYPE M INLET, STANDARD BOX, HEIGHT </= 10', CONDITION 1BC1.000EACH
 34002605-0012TYPE M INLET, STANDARD BOX, HEIGHT </= 10', CONDITION 2BC2.000EACH
 35002605-0022TYPE S INLET, STANDARD BOX, HEIGHT </= 10', CONDITION 2BC14.000EACH
 36002605-2600TYPE D ENDWALL2.000EACH
 37000608-0001MOBILIZATION1.000LS
 38002610-00026" PIPE UNDERDRAIN TYPE I BACKFILL97.000LF
 39000610-70014" PAVEMENT BASE DRAIN924.000LF
 40002616-1202CONCRETE END SECTIONS FOR 18" PIPE2.000EACH
 41002616-1204CONCRETE END SECTIONS FOR 24" PIPE1.000EACH
 42002620-0400TERMINAL SECTION, SINGLE5.000EACH
 43002620-1250VEHICLE ATTENUATING TERMINAL END TREATMENT (V.A.T.E.T.), TYPE II, TEST LEVEL 3 - MASH (ENERGY ABSORBING TERMINALS, TANGENT)1.000EACH
 44002620-1600TYPE 31-S GUIDE RAIL512.500LF
 45002620-1660TYPE 31-STRONG POST ANCHOR TERMINAL1.000EACH
 46002623-0058REMOVE AND STORE SINGLE FACE CONCRETE BARRIER, 52"530.000LF
 47002624-0001RIGHT-OF-WAY FENCE, TYPE 1766.000LF
 48002624-0100RIGHT-OF-WAY FENCE, TYPE 22610.000LF
 49002624-0300END POSTS FOR TYPE 1 RIGHT-OF-WAY FENCE4.000EACH
 50002624-0301END POSTS FOR TYPE 2 RIGHT-OF-WAY FENCE8.000EACH
 51002624-0400CORNER POSTS FOR TYPE 1 RIGHT-OF-WAY FENCE6.000EACH
 52002624-0401CORNER POSTS FOR TYPE 2 RIGHT-OF-WAY FENCE20.000EACH
 53002624-0500PULL POSTS FOR TYPE 1 RIGHT-OF-WAY FENCE2.000EACH
 54002624-0501PULL POSTS FOR TYPE 2 RIGHT-OF-WAY FENCE9.000EACH
 55002624-0725VEHICULAR GATE FOR TYPE 1 RIGHT-OF-WAY FENCE, 15-FOOT OPENING1.000EACH
 56002624-0740VEHICULAR GATE FOR TYPE 2 RIGHT-OF-WAY FENCE, 10-FOOT OPENING1.000EACH
 57000626-0010GABIONS, TYPE B270.000CY
 58000626-0030CORROSION RESISTANT GABIONS, TYPE B70.000CY
 59002627-1001FURNISH AND INSTALL TEMPORARY CONCRETE BARRIER1979.000LF
 60002627-2001REMOVE TEMPORARY CONCRETE BARRIER1979.000LF
 61002628-0001RESET TEMPORARY CONCRETE BARRIER2658.000LF
 62002686-0010CONSTRUCTION SURVEYING, TYPE A1.000LS
 63002696-0200REPAIR OF TEMPORARY IMPACT ATTENUATING DEVICE1.000PDA
 64002696-0610TEMPORARY IMPACT ATTENUATING DEVICE, TYPE V (STANDARD), TEST LEVEL 32.000EACH
 65002697-0639RESET TEMPORARY IMPACT ATTENUATING DEVICE, TYPE V (STANDARD), TEST LEVEL 32.000EACH
 66000703-0022NO. 8 COARSE AGGREGATE11.000CY
 67000703-0025NO. 57 COARSE AGGREGATE44.000CY
 68000703-0026NO. 3 COARSE AGGREGATE258.000CY
 69004802-0001TOPSOIL FURNISHED AND PLACED, COMPOST MIXTURE248.000CY
 70002804-0013SEEDING AND SOIL SUPPLEMENTS - FORMULA D11.000LB
 71002804-0020SEEDING AND SOIL SUPPLEMENTS - FORMULA L851.000LB
 72002804-0049SEEDING AND SOIL SUPPLEMENTS - WETLAND MIXTURE6.000LB
 73002804-0105SEEDING AND SOIL SUPPLEMENTS - SEASONALLY FLOODED SEED MIXTURE5.000LB
 74002805-0022MULCHING - STRAW3.000TON
 75000806-0113TEMPORARY SHORT-TERM, ROLLED EROSION CONTROL PRODUCT, TYPE 2D10854.000SY
 76002808-7130TUSSOCK SEDGE (PEAT POT)367.000EACH
 77002845-0001EROSION AND SEDIMENTATION CONTROL DURING CONSTRUCTION1.000PDA
 78002849-0001ROCK CONSTRUCTION ENTRANCE3.000EACH
 79002850-0022ROCK LINING, CLASS R-4342.000SY
 80002850-0023ROCK LINING, CLASS R-519.000SY
 81002850-0031DUMP ROCK, CLASS R-32.000CY
 82002858-0010SEDIMENT FILTER BAG3.000EACH
 83000859-0021ANTI-SEEP COLLAR2.000EACH
 84002860-0003INLET FILTER BAG FOR TYPE M OR TYPE S INLET18.000EACH
 85000867-0012COMPOST FILTER SOCK, 12" DIAMETER283.000LF
 86000867-0018COMPOST FILTER SOCK, 18" DIAMETER910.000LF
 87000874-0001TEMPORARY RISER PIPE ASSEMBLY1.000EACH
 88000875-0001CONCRETE OUTLET STRUCTURE1.000EACH
 89002901-0001MAINTENANCE AND PROTECTION OF TRAFFIC1.000LS
 90002901-0203ARROW PANEL2.000EACH
 91002901-0498PORTABLE CHANGEABLE MESSAGE SIGNS, 3 LINES, 8 CHARACTERS PER LINE4.000EACH
 92002901-0499PORTABLE CHANGEABLE MESSAGE SIGNS, 3 LINES, 12 CHARACTERS PER LINE2.000EACH
 93002901-0501SHADOW VEHICLE WITH TRUCK MOUNTED ATTENUATOR (TMA)2.000EACH
 94000931-0003POST MOUNTED SIGNS, TYPE B, STEEL SQUARE POST85.700SF
 95002934-0002POST MOUNTED SIGNS, TYPE E25.000SF
 96002935-0001POST MOUNTED SIGNS, TYPE F16.000SF
 97000962-10004" WHITE WATERBORNE PAVEMENT MARKINGS20.000LF
 98002962-100312" WHITE WATERBORNE PAVEMENT MARKINGS1979.000LF
 99000962-10054" YELLOW WATERBORNE PAVEMENT MARKINGS1454.000LF
 100000971-0001REMOVE POST MOUNTED SIGNS, TYPE B2.000EACH
 101002018-0001REMOVAL OF BRIDGE, B-518, MP 154.421.000LS
 102004000-0001PERMEABLE BLOCK PAVER181.000SY
 103004000-0002DEMOLITION OF SHED STRUCTURE, PARCEL #11.000LS
 104004000-0005SEDIMENT BASIN CONVERSION TO PERMANENT INFILTRATION BASIN1.000LS
 105004000-0006LABORATORY ANALYSIS OF SOIL EXCAVATION60.000EACH
 106004000-0007OFF-SITE DISPOSAL OF SOIL MATERIAL - REGULATED FILL40255.000TON
 107004000-0008OFF-SITE DISPOSAL OF SOIL MATERIAL - RESIDUAL WASTE10064.000TON