- Items
- MOBILIZATION 1.000 LS, MOBILIZATION - SUBCONTRACTOR 1.000 LS, BRIDGE CONSTRUCTION ACCESS 1.000 LS, BONDS AND INSURANCE 1.000 LS, RAILROAD INSURANCE NS 1.000 LS, CONSTRUCTION STAKES, LINES & GRADES 1.000 EA, UTILITY STAKING 1.000 LS, CROSS SLOPE VERIFICATION 1.000 LS, LAW ENFORCEMENT OFFICER (DPS) 10,000.000 HR, CPM PROGRESS SCHEDULE 1.000 LS, CLEARING & GRUBBING WITHIN RIGHT OF WAY 1.000 LS, REMOVAL OF STRUCTURES & OBSTRUCTIONS 1.000 LS, REMOVAL & DISPOSAL OF CONTAMINATED SOIL 100.000 TON, REMOVAL & DISPOSAL OF CONTAMINATED LIQUIDS 400.000 GAL, REMOVAL & DISPOSAL ITEM NO. 01 1.000 LS, REMOVAL & DISPOSAL ITEM NO. 02 1.000 LS, REMOVAL & DISPOSAL ITEM NO. 03 1.000 LS, REMOVAL & DISPOSAL ITEM NO. 04 1.000 LS, REMOVAL & DISPOSAL ITEM NO. 05 1.000 LS, REMOVAL & DISPOSAL OF EXISTING PAVEMENT 1,613.000 SY, REMOVAL & DISPOSAL OF EXISTING ASPHALT PAVEMENT 109,518.000 SY, REMOVAL OF EXIST. GUARDRAIL 13,602.000 LF, REMOVAL & DISPOSAL OF CABLE BARRIER 41,847.000 LF, REMOVAL & DISPOSAL OF EXISTING BRIDGE 1 1.000 LS, REMOVAL & DISPOSAL OF EXISTING BRIDGE 2 1.000 LS, REMOVAL & DISPOSAL OF EXISTING BRIDGE 1.000 LS, REMOVAL & DISPOSAL OF EXISTING BRIDGE 1.000 LS, REMOVAL & DISPOSAL OF EXISTING BRIDGE 1.000 LS, REMOVAL & DISPOSAL OF EXISTING BRIDGE 1.000 LS, REMOVAL & DISPOSAL OF EXISTING BRIDGE 1.000 LS, REMOVAL & DISPOSAL OF EXISTING CULVERT(__)'X(__) 4'X6' 1.000 EA, REMOVAL & DISPOSAL OF EXISTING CULVERT(__)'X(__) 6'X4' 1.000 EA, REMOVAL & DISPOSAL OF EXISTING CULVERT(__)'X(__) 6'X6' 1.000 EA, REMOVAL & DISPOSAL OF EXISTING TRIPLE CULVERT(__)'X(__) 10'X8' 2.000 EA, REMOVAL & DISPOSAL OF EXISTING TRIPLE CULVERT(__)'X(__) 8'X6' 1.000 EA, UNCLASSIFIED EXCAVATION 804,272.617 CY, BORROW EXCAVATION 842,453.568 CY, BORROW PIT SET-UP 1.000 LS, MUCK EXCAVATION 65,294.000 CY, 18" DIAMETER PIPE ADDITIONAL FOUNDATION WORK 8,512.150 LF, 24" DIAMETER PIPE ADDITIONAL FOUNDATION WORK 2,314.350 LF, 30" DIAMETER PIPE ADDITIONAL FOUNDATION WORK 1,195.700 LF, 36" DIAMETER PIPE ADDITIONAL FOUNDATION WORK 155.000 LF, 42" DIAMETER PIPE ADDITIONAL FOUNDATION WORK 37.950 LF, 48" DIAMETER PIPE ADDITIONAL FOUNDATION WORK 4.000 LF, 54" DIAMETER PIPE ADDITIONAL FOUNDATION WORK 7.200 LF, GEOTEXTILE, SEPARATION 13,000.000 SY, GEOGRID REINFORCEMENT (UNIAXIAL) 1,660.000 SY, GEOGRID STABILIZATION 13,000.000 SY, GEOTEXTILE SOIL REINFORCEMENT 1,175.000 SY, STRUCTURE EXCAVATION FOR CULVERTS 15,325.000 CY, STRUCTURE EXCAVATION FOR RETAINING WALL 19,715.000 CY, WET & DRY EXCAVATION FOR BRIDGES 3,479.000 CY, TEMPORARY SHORING SYSTEM 09 71.000 LF, TEMPORARY SHORING SYSTEM 10 70.000 LF, TEMPORARY SHORING SYSTEM 11 54.000 LF, TEMPORARY SHORING SYSTEM 12 71.000 LF, TEMPORARY SHORING SYSTEM 13 68.000 LF, TEMPORARY SHORING SYSTEM 14 160.000 LF, TEMPORARY SHORING SYSTEM 15 160.000 LF, TEMPORARY SHORING SYSTEM 16 40.000 LF, TEMPORARY SHORING SYSTEM 17 40.000 LF, TEMPORARY SHORING SYSTEM 18 40.000 LF, TEMPORARY SHORING SYSTEM 19 40.000 LF, TEMPORARY SHORING SYSTEM 20 405.000 LF, TEMPORARY SHORING SYSTEM 21 180.000 LF, TEMPORARY SHORING SYSTEM 22 180.000 LF, TEMPORARY SHORING SYSTEM 23 102.000 LF, TEMPORARY SHORING SYSTEM 24 102.000 LF, TEMPORARY SHORING SYSTEM 25 83.000 LF, TEMPORARY SHORING SYSTEM 26 83.000 LF, TEMPORARY SHORING SYSTEM 27 120.000 LF, TEMPORARY SHORING SYSTEM 28 120.000 LF, TEMPORARY SHORING SYSTEM 29 142.000 LF, TEMPORARY SHORING SYSTEM 30 141.000 LF, TEMPORARY SHORING SYSTEM 31 141.000 LF, TEMPORARY SHORING SYSTEM 32 100.000 LF, TEMPORARY SHORING SYSTEM 33 30.000 LF, TEMPORARY SHORING SYSTEM 34 203.000 LF, TEMPORARY SHORING SYSTEM 35 17.000 LF, TEMPORARY SHORING SYSTEM 36 19.000 LF, TEMPORARY SHORING SYSTEM 37 170.000 LF, TEMPORARY SHORING SYSTEM 38 400.000 LF, TEMPORARY SHORING SYSTEM 39 470.000 LF, TEMPORARY SHORING SYSTEM 40 34.000 LF, TEMPORARY SHORING SYSTEM 41 58.000 LF, TEMPORARY SHORING SYSTEM 42 358.000 LF, TEMPORARY SHORING SYSTEM 43 260.000 LF, TEMPORARY SHORING SYSTEM 44 170.000 LF, TEMPORARY SHORING SYSTEM 45 396.000 LF, TEMPORARY SHORING SYSTEM 46 157.000 LF, TEMPORARY SHORING SYSTEM 47 154.000 LF, TEMPORARY SHORING SYSTEM 48 265.000 LF, TEMPORARY SHORING SYSTEM 49 88.000 LF, TEMPORARY SHORING SYSTEM 50 82.000 LF, TEMPORARY SHORING SYSTEM 51 148.000 LF, TEMPORARY SHORING SYSTEM NO. 1 01 99.000 LF, TEMPORARY SHORING SYSTEM NO. 2 02 53.000 LF, TEMPORARY SHORING SYSTEM NO. 3 03 74.000 LF, TEMPORARY SHORING SYSTEM NO. 4 04 47.000 LF, TEMPORARY SHORING SYSTEM NO. 5 05 95.000 LF, TEMPORARY SHORING SYSTEM NO. 6 06 36.000 LF, TEMPORARY SHORING SYSTEM NO. 7 07 81.000 LF, TEMPORARY SHORING SYSTEM NO. 8 08 37.000 LF, STONE BRIDGE LIFT MATERIAL 7,000.000 TON, GRANULAR BRIDGE LIFT MATERIAL 1,381.000 CY, FINE GRADING 506,032.000 SY, FLOWABLE FILL 618.000 CY, DEWATERING SYSTEM NO. 1 1.000 LS, DEWATERING SYSTEM NO. 2 1.000 LS, DEWATERING SYSTEM NO. 3 1.000 LS, DEWATERING SYSTEM NO. 4 1.000 LS, DEWATERING SYSTEM NO. 5 1.000 LS, DEWATERING SYSTEM NO. 6 1.000 LS, GRADED AGGREGATE BASE COURSE (6" UNIFORM) 457,263.000 SY, GRADED AGGREGATE BASE COURSE (8" UNIFORM) 46,354.000 SY, MAINTENANCE STONE 140.000 TON, HMA SHOULDER WIDENING COURSE 400.000 TON, PRIME COAT 128,362.590 GAL, LIQUID ASPHALT BINDER PG64-22 20,027.000 TON, LIQUID ASPHALT BINDER PG76-22 7,800.000 TON, FULL DEPTH ASPH. PAV. PATCHING 12"UNIF 2,500.000 SY, MILLING EXISTING ASPHALT PAVEMENT 2.0" 520,267.000 SY, MILLING EXISTING ASPHALT PAVEMENT 4.0" 12,139.000 SY, MILLING EXISTING ASPHALT PAVEMENT (VARIABLE) 2,340.000 SY, ASPHALT BASE COURSE - TYPE A 219,049.000 TON, ASPHALT BASE COURSE - TYPE B 38,732.500 TON, ASPHALT INTERMEDIATE COURSE TYPE B 152,359.350 TON, ASPHALT INTERMEDIATE COURSE TYPE B-SPECIAL 13,215.000 TON, ASPHALT SURFACE COURSE TYPE A 42,714.000 TON, ASPHALT SURFACE COURSE TYPE B 21,450.100 TON, ASPHALT SURFACE COURSE TYPE E 9,777.000 TON, DRIVEWAY PAVING-SURFACE TYPE B 400.000 TON, STONE MATRIX ASPHALT SURFACE COURSE - 9.5 MM 85,519.000 TON, TRAFFIC CONTROL 1.000 LS, MAINTENANCE OF TRAFFIC 1.000 LS, BARRICADE - TYPE III 2,096.000 LF, PERMANENT CONSTRUCTION SIGNS (GROUND MOUNTED) 10,055.000 SF, PORTABLE TERMINAL IMPACT ATTENUATOR-TEST LEVEL 3-70 MPH 46.000 EA, ANCHOR KIT - PORT. ATTENUATOR(TEST LEVEL 3) 70MPH 327.000 EA, TEMPORARY CONCRETE BARRIER - UNANCHORED 111,150.000 LF, TEMP CONC. BARR W/ ANCHOR FOR ROADWAY SURFACES 3,730.000 LF, TEMP CONC BARRIER WITH ANCHORAGE FOR BRIDGE DECKS 1,200.000 LF, TEMPORARY POLYETHYLENE WATER-FILLED BARRIER 650.000 LF, CONSTRUCTION ZONE ELECTRIC CHANGEABLE MESSAGE SIGN (TRAILER 67.000 EA, TEMPORARY GLARE SCREENS FOR TRAFFIC CONTROL 28,000.000 LF, PAVEMENT MARKINGS(TEMP-THERMOPLASTIC) 4" WHITE BROKEN LINES 19,230.000 LF, PAVEMENT MARKINGS(TEMP-THERMOPLASTIC) 4" YELLOW BROKEN LINES 1,145.000 LF, PAVEMENT MARKINGS(TEMP-THERMOPLASTIC) 6" WHITE BROKEN LINES 329,480.000 LF, PAVEMENT MARKING(TEMPORARY-THERMOPLASTIC)-4"WHITE SOLID LINE 403,065.000 LF, PAVEMENT MARKING(TEMP.-THERMOPLASTIC)4" YELLOW SOLID LINES 433,550.000 LF, PAVEMENT MARKING(TEMPORARY-THERMOPLASTIC)-6"WHITE SOLID LINE 1,908,685.000 LF, PAVEMENT MARKINGS(TEMP-THERMOPLASTIC)-6" YELLOW SOLID LINES 1,709,145.000 LF, PAVEMENT MARKING(TEMPORARY-THERMOPLASTIC)-8"WHITE SOLID LINE 50,000.000 LF, PAVEMENT MARKING(TEMPORARY-THERMOPLASTIC)12"WHITE SOLID LINE 62,785.000 LF, PAVEMENT MARKING(TEMPORARY-THERMOPLASTIC)24"WHITE SOLID LINE 4,565.000 LF, PAVEMENT MARKING(TEMPORARY-THERMOPLASTIC)-WHITE SINGLE ARROW 23.000 EA, PAVEMENT MARKINGS(TEMP-THERMOPLASTIC)WHITE COMBINATION ARRWS 6.000 EA, PAVEMENT MARKINGS(TEMP.-PAINT)-WHITE LANE DROP ARROWS 3.000 EA, PAVEMENT MARKINGS(TEMPORARY-THERMOPLASTIC)-WHITE WORD 'ONLY 21.000 EA, TEMPORARY CLEAR PAVEMENT MARKERS MONO-DIR.- 4"X4" 16,500.000 EA, TEMPORARY YELLOW PAVEMENT MARKERS BI-DIR.- 4"X4" 2,080.000 EA, 4" WHITE BROKEN LINES -(GAPS EXCLUDED)-FAST DRY PAINT 19,230.000 LF, 6" WHITE BROKEN LINES -(GAPS EXCLUDED)-FAST DRY PAINT 329,480.000 LF, 4" WHITE SOLID LINES (PVT. EDGE LINES)-FAST DRY PAINT 403,065.000 LF, 6" WHITE SOLID LINES (PVT. EDGE LINES)-FAST DRY PAINT 1,908,685.000 LF, 12" WHITE SOLID LINES - FAST DRY PAINT 62,785.000 LF, 24" WHITE SOLID LINES (STOP/DIAGONAL LINES)-FAST DRY PAINT 4,565.000 LF, 4" YELLOW BROKEN LINES(GAPS EXC) - FAST DRY PAINT 1,145.000 LF, 4"YELLOW SOLID LINE(PVT.EDGE&NO PASSING ZONE)-FAST DRY PAINT 433,550.000 LF, 6"YELLOW SOLID LINE(PVT.EDGE&NO PASSING ZONE)-FAST DRY PAINT 1,709,145.000 LF, 4" WHITE BROKEN LINES(GAPS EXCL.)THERMOPLASTIC- 90 MIL. 1,732.000 LF, 6" WHITE BROKEN LINES(GAPS EXCL.)THERMOPLASTIC- 90 MIL. 63,248.000 LF, 4" WHITE SOLID LINES (PVT. EDGE LINES) THERMO.- 90 MIL. 58,377.000 LF, 6" WHITE SOLID LINES (PVT. EDGE LINES) THERMO.- 90 MIL. 133,054.000 LF, 24" WHITE SOLID LINES (STOP/DIAG LINES)-THERMO.-125 MIL 755.350 LF, WHITE SINGLE ARROWS (LT, STRGHT, RT) THERMO.-125 MIL. 23.000 EA, WHITE WORD MESSAGE "ONLY" -THERMOPLASTIC - 125 MIL. 21.000 EA, WHITE COMBINATION ARROWS(STR&RT.OR STR<)THERMO-125MIL 6.000 EA, WHITE LANE DROP ARROW(LT.OR RT.)THERMO-125MIL 3.000 EA, 4" YELLOW SOLID LINES(PVT.EDGE LINES) THERMO-90 MIL. 30,629.000 LF, 6" YELLOW SOLID LINES(PVT.EDGE LINES) THERMO-90 MIL. 130,985.000 LF, 6"YELLOW SOLID LINES ON CURB/MED.-HIGH BUILD PAINT-25 MIL. 1,248.000 LF, PERMANENT CLEAR PAVEMENT MARKERS- MONO-DIR.- 4"X4" 850.000 EA, PERMANENT YELLOW PAVEMENT MARKERS BI-DIR.- 4"X4" 1,050.000 EA, PERM.RED/CLEAR PAVEMENT MARKERS BI-DIR. - 4"X 4" 9,630.000 EA, MILLED-IN RUMBLE STRIP 36.676 MI, PREF.FLEX.RETRO.PVMT.MARK(T-1)PERM.(60MIL)4"WH.SOLID 3,130.000 LF, PREF.FLEX.RETRO.PVMT.MARK(T-1)PERM.(60MIL)6"WH.SOLID 1,820.000 LF, PREF.FLEX.RETRO.PVMT.MARK(T-1)PERM.(60MIL)4"YEL.SOL. 1,745.000 LF, PREF.FLEX.RETRO.PVMT.MARK(T-1)PERM.(60MIL)6"YEL.SOL. 1,854.000 LF, FLAT SHEET, TYPE III, FIXED SZ. & MSG. SIGN 1,253,250.000 SF, FLAT SHEET, TYPE III, SIZE DETERMINED BY MSG 496.750 SF, FLAT SHEET, TYPE XI, SIZE DETERMINED BY MSG, OVERHEAD 363.500 SF, MOUNTING ASSEMBLY FOR F.S. SIGN ERCTD ON SPAN WIRE 12.000 EA, F&I MOUNTING ASSEMBLY FOR F.S. SIGN ERCTD ON MAST ARM 12.000 EA, EXTRUDED PANEL SIGNS - GROUND MOUNTED EXTRUDED 1,009.250 SF, EXTRUDED PANEL SIGNS- MOUNTED OVERHEAD 2,313.750 SF, U-SECTION POST FOR SIGN SUPPORTS - 2P 512.000 LF, U-SECTION POST FOR SIGN SUPPORTS - 3P 2,056.000 LF, U-SECTION POST FOR SIGN BRACING - 2P 270.670 LF, BREAK-AWAY SIGN SUPPORTS 25,077.000 LB, REMOVAL OF I-BEAM SUPPORTS 74.000 EA, DELINEATORS, SINGLE, MONO., INCL. SUPPORTS 120.000 EA, DELINEATORS, DOUBLE, MONO., INCL. SUPPORTS 59.000 EA, OVERHEAD SIGN STRUCTURE NO.(____) OH-02 1.000 EA, OVERHEAD SIGN STRUCTURE NO.(____) OH-03 1.000 EA, OVERHEAD SIGN STRUCTURE NO.(____) OH-04 1.000 EA, OVERHEAD SIGN STRUCTURE NO.(____) OH-05 1.000 EA, OVERHEAD SIGN STRUCTURE NO.(____) OH-06 1.000 EA, OVERHEAD SIGN STRUCTURE NO.(____) OH-07 1.000 EA, OVERHEAD SIGN STRUCTURE NO.(____) OH-08 1.000 EA, OVERHEAD SIGN STRUCTURE NO.(____) OH-09 1.000 EA, OVERHEAD SIGN STRUCTURE NO.(____) OH-10 1.000 EA, OVERHEAD SIGN STRUCTURE NO.(____) OH-11 1.000 EA, OVERHEAD SIGN STRUCTURE NO.(____) OH-12 1.000 EA, OVERHEAD SIGN STRUCTURE NO.(____) OH-13 1.000 EA, OVERHEAD SIGN STRUCTURE NO.(____) SW-01 1.000 EA, OVERHEAD SIGN STRUCTURE NO.(____) SW-02 1.000 EA, REMOVAL OF OVERHEAD SIGN STRUCTURE NO.(____) ROH-01 1.000 EA, REMOVAL OF OVERHEAD SIGN STRUCTURE NO.(____) ROH-15 1.000 EA, REMOVAL OF OVERHEAD SIGN STRUCTURE NO.(____) ROH-16 1.000 EA, FURNISH & INSTALL 1.0" SCHEDULE 80 PVC CONDUIT 200.000 LF, FURNISH & INSTALL 2.0" SCHEDULE 80 PVC CONDUIT 9,106.600 LF, FURNISH & INSTALL 3.0" SCHEDULE 80 PVC CONDUIT 80.000 LF, FURNISH ADDITIONAL CONDUIT WITHIN DIRECTIONAL BORE 913.000 LF, FURNISH & INSTALL 2" SCHEDULE 80 HDPE CONDUIT (TRENCHLESS) 494.000 LF, FURNISH & INSTALL NO. 14 COPPER WIRE, 4 CONDUCTOR - BLACK 1,560.000 LF, FURNISH & INSTALL NO. 14 COPPER WIRE, 4 CONDUCTOR - GRAY 1,520.000 LF, FURNISH & INSTALL NO. 14 COPPER WIRE, 8 CONDUCTOR (BLACK) 5,600.000 LF, FURNISH & INSTALL ELECTRICAL SERVICE FOR TRAFFIC SIGNAL 4.000 EA, F&I-13"X24"X18"D.ELEC.FLUSH UNDGRD.ENCLOS-(STR.POLY.CONC.)HD 5.000 EA, F&I-17"X30"X24"D.ELEC.FLUSH UNDGRD.ENCLOS-(STR.POLY.CONC.)HD 12.000 EA, FURNISH & INSTALL 40' WOOD POLE - CLASS II-CCA TREATED(0.60) 13.000 EA, FURNISH & INSTALL 3/8" BACK GUY FOR WOOD POLE 25.000 EA, FURNISH & INSTALL 3/8" GALVANIZED STEEL CABLE 1,580.000 LF, FURNISH & INSTALL 10' BREAK-AWAY ALUM PEDESTAL POLE AND BASE 8.000 EA, F&I - CONTR 332/336 CABINET ASSEMBLY - BASE MOUNTED 01 4.000 EA, FURNISH & INSTALL -12" 4 SECTION SIGNAL HEAD 2.000 EA, FURNISH & INSTALL - 12" 3 SECTION SIGNAL HEAD 01 35.000 EA, F&I - COUNTDOWN PEDESTRIAN SIGNAL HEAD 8.000 EA, F&I - 1-WAY-1SECT.(COUNTDOWN HAND/MAN EMBLEM)PED.SIG.HEAD 8.000 EA, F&I VEHICLE TRAFFIC SINGAL HEAD MOUNTING ASSEMBLY FOR MAST ARM 14.000 EA, BACKPLATE W/ RETROREFL.BORDERS FOR TRAFF. SIG. 37.000 EA, REMOVAL,SALVAGE,&DISP.OF EXISTING TRAF. SIGNAL EQUIPMENT 1.000 LS, TEMPORARY ADJUSTMENT OF TRAFFIC SIGNAL EQUIPMENT 8.000 EA, FURNISH & INSTALL CONCRETE CABINET FOUNDATION 4.000 EA, FURNISH & INSTALL RADAR DETECTION CABLE TO CROSS ROADWAY 3,580.000 LF, POWDERCOATING PER MAST ARM OVER GALVANIZED 4.000 EA, POWDERCOATING OPTION FOR 10' ALUMINUM PEDESTAL POLE 8.000 EA, WORK ZONE ITS 1.000 LS, CONC. FOR STRUCTURES - CLASS 4000 10,692.400 CY, CONC. FOR STRUCTURES - CLASS 4000(CULVERT) 89.200 CY, ANTI GRAFFITI COATING 22,225.000 SF, GROOVED SURFACE FINISH 14,648.000 SY, REINF. STEEL FOR STRUCTURES (ROADWAY) 10,922.000 LB, REINF. STEEL FOR STRUCTURES (BRIDGE) 2,512,874.000 LB, HOOP REINFORCING STEEL FOR STRUCTURES (BRIDGE) 11,030.000 LB, PRESTRESSED CONC. BEAM (TYPE II) 5,052.500 LF, PRESTRESSED CONC. BEAM (TYPE III) 2,785.100 LF, PRESTRESSED CONCRETE BULB TEE BEAM(63"MOD.) 2,552.900 LF, PRESTRESSED CONCRETE BULB TEE BEAM(65"MOD.) 4,206.300 LF, 42" MASH CONCRETE BARRIER PARAPET/RAILING WALL 4,953.300 LF, 56" CONCRETE MEDIAN BARRIER (TL-5)-BRIDGE 1 350.000 LF, STRUCTURAL STEEL (WEATHERING TYPE) 1.000 LS, STRUCTURE DRAINAGE SYSTEM 1.000 LS, DYNAMIC PILE ANALYZER TEST SET-UP DYNAMIC PILE ANALYZER TEST SETUP 67.000 EA, PILE DRIVING SET-UP 526.000 EA, PREST. CONC. PILING (24"SQ.) 2,104.000 LF, PILE BUILD-UP PREPARATION (24"SQ) 6.000 EA, PREDRILLING FOR PREST. CONC. PILING (24"SQ.) 1,258.000 LF, PRESTRESSED INDEX PILING (24" SQUARE) 140.000 LF, PRESTRESSED PILE POINT (HP12X53) 306.000 LF, REINF. PILE TIPS (HP12 X 53) 34.000 EA, PREDRILLING FOR STEEL PILE (HP14 X 89) 960.000 LF, STEEL H BEARING PILING (HP14 X 89) 46,959.000 LF, STEEL H BEARING INDEX PILING (HP14 X 89) 3,470.000 LF, STEEL H BEARING PILING (HP14 X 117) 3,064.000 LF, STEEL H BEARING INDEX PILING (HP14X 117) 200.000 LF, MECH. STAB.EARTH RETAINING WALL BACKFILL(GRANULAR) 17,545.000 CY, MECHANICALLY STABILIZED EARTH RETAINING WALL(PANEL FACING) BRIDGE 22,225.000 SF, COPING FOR MSE RETAINING WALL(BRIDGE) 1,603.000 LF, 18" REINFORCED CONCRETE PIPE (CLASS V SPECIAL)TRENCHLESS 2,203.000 LF, 24" REINFORCED CONCRETE PIPE (CLASS V SPECIAL)TRENCHLESS 1,649.000 LF, 30" REINFORCED CONCRETE PIPE (CLASS V SPECIAL)TRENCHLESS 930.000 LF, 36" REINFORCED CONCRETE PIPE (CLASS V SPECIAL)TRENCHLESS 1,037.000 LF, 42" REINFORCED CONCRETE PIPE (CLASS V SPECIAL)TRENCHLESS 483.000 LF, 48" REINFORCED CONCRETE PIPE (CLASS V SPECIAL)TRENCHLESS 166.000 LF, 54" REINFORCED CONCRETE PIPE (CLASS V SPECIAL)TRENCHLESS 197.000 LF, 18" SMOOTH WALL PIPE 20,395.000 LF, 24" SMOOTH WALL PIPE 6,187.000 LF, 30" SMOOTH WALL PIPE 3,870.000 LF, 36" SMOOTH WALL PIPE 353.000 LF, 42" SMOOTH WALL PIPE 253.000 LF, 48" SMOOTH WALL PIPE 4.000 LF, 54" SMOOTH WALL PIPE 49.000 LF, LINE EXISTING 18" PIPE 428.000 LF, LINE EXISTING 24" PIPE 2,073.000 LF, LINE EXISTING 30" PIPE 422.000 LF, LINE EXISTING 36" PIPE 234.000 LF, LINE EXISTING 48" PIPE 106.000 LF, CLEANING EXISTING PIPE 2,842.000 LF, CATCH BASIN - TYPE 1 SPECIAL 7.000 EA, CATCH BASIN -TYPE 9 5.000 EA, CATCH BASIN TYPE 25 - SINGLE 4' X 6' BOX 17.000 EA, CATCH BASIN T-25 - SINGLE 4' X 6' BOX W/MOD. BOX NO.(___) 01 12.000 EA, CATCH BASIN TYPE 25 - DOUBLE 4' X 8' BOX 63.000 EA, CATCH BASIN T-25 - DOUBLE 4' X 8' BOX W/MOD. BOX NO.(___) 01 40.000 EA, CATCH BASIN -TYPE 16 3.000 EA, CATCH BASIN -TYPE 17 3.000 EA, DROP INLET (24" X 36") 8.000 EA, DROP INLET TYPE 112 65.000 EA, DROP INLET TYPE 112 WITH 4X4 BOX 5.000 EA, DROP INLET TYPE 112 WITH 5X5 BOX 6.000 EA, DROP INLET TYPE 112 WITH 6X6 BOX 2.000 EA, MANHOLE 12.000 EA, 48" X 48" JUNCTION BOX 10.000 EA, 60" X 60" JUNCTION BOX 1.000 EA, EXTRA DEPTH OF BOX 60.000 LF, CONCRETE COLLAR FOR UP TO 24" PIPE 27.000 EA, CONCRETE COLLAR FOR UP TO 36" PIPE 3.000 EA, CONCRETE COLLAR FOR UP TO 48" PIPE 1.000 EA, CATCH BASIN T-17 (CONVERT C.B. TYPE 5) 1.000 EA, JUNCTION BOX - CONVERT CB T-12 4.000 EA, BEVELING OF PIPE END 56.000 EA, 4' SLOPE FLUME (6" CURB STYLE WITH CUTOFFS) 355.000 LF, CONCRETE GUTTER-TYPE 6 5,000.000 LF, CONCRETE CURB AND GUTTER(2'-0") VERTICAL FACE 1,988.000 LF, CONCRETE SIDEWALK(4" UNIFORM) 2,952.000 SY, CONCRETE MEDIAN 265.000 SY, 7'X 7' P.C. BOX CULVERT {AASHTO M-259} FH = 7 294.000 LF, 7'X 7' P.C. BOX CULVERT {AASHTO M-259} FH = 8 246.000 LF, 7'X 7' P.C. BOX CULVERT {AASHTO M-259} FH = 9 301.000 LF, ELASTOMERIC BEARING 406.000 EA, WATERPROOFING 549.300 SY, AGGREGATE UNDERDRAIN(AGG#789)WITH 4"PERF.PIPE FOR STRUC 3,728.000 TON, RIP-RAP (CLASS A) 1,283.000 TON, RIP-RAP (CLASS B) 2,908.000 TON, RIP-RAP (CLASS C) 3,042.000 TON, RIP-RAP (CLASS D) 118.000 TON, SLOPE PROTECTION-4" CONCRETE(FIBER REINFORCED) 7,215.000 SY, GEOTEXTILE FOR EROSION CONTROL UNDER RIPRAP(CLASS 1)TYPE B 2,516.000 SY, GEOTEXTILE FOR EROSION CONTROL UNDER RIPRAP(CLASS 1)TYPE C 125.000 SY, GEOTEXTILE FOR EROSION CONTROL UNDER RIPRAP(CLASS 2)TYPE B 6,632.000 SY, PREMASH W-BEAM STRONG POST SYSTEM WSP3 7,450.000 LF, MT3 LEADING END TREATMENT TL3 32.000 EA, MT2 LEADING END TREATMENT TL2 17.000 EA, MEDIAN CABLE BARRIER 7,791.000 LF, MB TRAILING END TREATMENT 26.000 EA, MGS3 GR STANDARD SHOULDER 19,187.500 LF, PREMASH TRAILING W-BEAM TYPE B 12.5' 9.000 EA, CABLE BARRIER END ANCHOR 10.000 EA, PREMASH THRIEBEAM BRIDGE CONN TBBC3 1.000 EA, MTBBC3 MASH THRIE-BEAM BARRIER CONNECTOR TL3 21.000 EA, MTBBC2 MASH THRIE-BEAM BARRIER CONNECTOR TL2 10.000 EA, FLUME INLET AT GUARDRAIL (HANDWORK) 32.000 EA, NON-MOW STRIP UNDER GUARDRAIL 354.120 SY, PREMASH W-BEAM TIGHT CURVED SYSTEM 207.670 LF, PREMASH W-BEAM MEDIUM SHOP BENT SYSTEM 755.750 LF, PREMASH SHORT TRIEBEAM BRIDGE CON TBBC2 2.000 EA, PREMASH TYPE T TL2 LEADING 25FT 9.000 EA, PREMASH TYPE T TL3 LEADING 50' 2.000 EA, 2' CRASH CUSHION 3A 3.000 EA, 36SS REINFORCED BARRIER WALL 11,996.000 LF, 46SS REINFORCED BARRIER WALL 10,613.000 LF, 56SS REINFORCED BARRIER WALL 25,569.000 LF, 56ZOI VF BARRIER MEDIAN SYSTEM 730.000 LF, FRENCH DRAIN AND WEEP SYSTEM 1,874.000 LF, CONC BARR TRANSITION BETWEEN TWO SHAPES 40.000 LF, WOVEN WIRE FENCE - TYPE 6 WITH 2 STRANDS BARBED 34,600.000 LF, BRIDGE FENCE 1.000 LS, 72" CHAIN LINK FENCE 72" CHAIN-LINK FENCE 108,562.000 LF, TEMPORARY BARRIER FENCE (ORANGE) 9,040.000 LF, MOVING ITEM NO. 01 1.000 LS, MOVING ITEM NO. 02 1.000 LS, MOVING ITEM NO. 03 1.000 LS, MOVING ITEM NO. 04 1.000 LS, MOVING ITEM NO. 05 1.000 LS, MOVING ITEM NO. 06 1.000 LS, MOVING ITEM NO. 07 1.000 LS, MOVING ITEM NO. 08 1.000 LS, MOVING ITEM NO. 09 1.000 LS, MOVING ITEM NO. 10 1.000 LS, MOVING ITEM NO. 11 1.000 LS, MOVING ITEM NO. 12 1.000 LS, MOVING ITEM NO. 13 1.000 LS, MOVING ITEM NO. 14 1.000 LS, RIGHT OF WAY MARKER(REINFORCED CONCRETE) 321.000 EA, RIGHT OF WAY MARKER(REBAR AND CAP) 321.000 EA, RIGHT OF WAY PLAT 1.000 LS, PERMANENT COVER 309.044 ACRE, TEMPORARY COVER 309.044 ACRE, FERTILIZER (NITROGEN) 32,445.280 LB, FERTILIZER (PHOSPHORIC ACID) 32,445.280 LB, FERTILIZER (POTASH) 32,445.280 LB, AGRICULTURAL GRANULAR LIME 772,176.000 LB, SELECTIVE WATERING 334,261.583 GAL, MOWING 1,236.176 ACRE, TURF REINFORCEMENT MATTING (TRM) TYPE 1 14.150 MSY, TEMPORARY EROSION CONTROL BLANKET (ECB) 263.223 MSY, HYDRAULIC EROSION CONTROL PRODUCT (HECP) - TYPE 1 481.920 ACRE, HYDRAULIC EROSION CONTROL PRODUCT (HECP) - TYPE 3 160.640 ACRE, HYDR.EROS.CONTRL.PROD.(HECP) - TYPE 1 AS TRACER UNDER TRM 53.430 ACRE, INLET STRUCTURE FILTER - TYPE F (WEIGHTED) 672.000 LF, INLET STRUCTURE FILTER- TYPE F (NON-WEIGHTED) 672.000 LF, SEDIMENT TUBES FOR DITCH CHECKS 19,437.000 LF, SILT FENCE 56,100.000 LF, REPLACE/REPAIR SILT FENCE 5,610.000 LF, FLOATING TURBIDITY BARRIER-MEDIUM DUTY 500.000 SF, CLEANING SILT BASINS 10,599.000 CY, REMOVAL OF SILT RETAINED BY SILT FENCE 14,025.500 LF, INLET FILTER CLEANING 132.000 EA, INLET STRUCTURE FILTER - TYPE D1 27.000 EA, FILTER MATERIAL FOR INLET STRUCTURE FILTER - TYPE D1 54.000 EA, INLET STRUCTURE FILTER - TYPE B 45.000 EA, INLET STRUCTURE FILTER - TYPE D2 45.000 EA, FILTER MATERIAL FOR INLET STRUCTURE FILTER - TYPE D2 47.000 EA, AGGREGATE NO.5 OR 57 FOR EROSION CONTROL 463.000 TON, STABILIZED CONSTRUCTION ENTRANCE 8,633.000 SY, TEMPORARY FLEXIBLE PIPE SLOPE DRAIN - 8" 4,460.000 LF, 82SS REINFORCED BARRIER WALL 9,857.000 LF, 97SS REINFORCED BARRIER WALL 4,188.000 LF, BAT EXCLUSION DEVICE 12.000 EA, BAT EXCLUSION DEVICE MAINTENANCE 12.000 EA, ON-THE-JOB TRAINEE (ROADWAY) 76,440.000 HR, ON-THE-JOB TRAINEE (BRIDGE) 11,440.000 HR
- Call No
- 250
- File No
- 5777251
- Dbe Goal
- 0.00%
- Funding
- FED
- Counties
- Calhoun Orangeburg
- Project No
- P041362
- Letting Date
- 11/10/2026
- Letting Time
- 2:00 pm
- Notice Title
- 11102026 Proposal 5177470 - NTC 60 DAY AD
- Approx Length
- 18.0000
- Available Date
- Nov 6, 2026
- Categorized By
- llm
- Detail Fetched
- Yes
- Completion Date
- 8/31/2030
South Carolina Department of TransportationIssuing agency·South Carolina·via a public procurement portal