- Items
- MOBILIZATION 1.000 LS, MOBILIZATION - SUBCONTRACTOR 1.000 LS, BONDS AND INSURANCE 1.000 LS, CONSTRUCTION STAKES, LINES & GRADES 1.000 EA, UTILITY STAKING 1.000 LS, LARGE PUBLIC WATER RELOCATION NO. ____ 001 1.000 EA, SMALL PUBLIC SEWER RELOCATION NO. ____ 001 1.000 EA, CPM PROGRESS SCHEDULE 1.000 LS, CLEARING & GRUBBING WITHIN RIGHT OF WAY 5.000 ACRE, REMOVAL & DISPOSAL ITEM NO. 001 1.000 LS, REMOVAL & DISPOSAL ITEM NO. 002 1.000 LS, REMOVAL & DISPOSAL ITEM NO. 003 1.000 LS, REMOVAL & DISPOSAL ITEM NO. 004 1.000 LS, REMOVAL & DISPOSAL ITEM NO. 005 1.000 LS, REMOVAL & DISPOSAL ITEM NO. 006 1.000 LS, REMOVAL & DISPOSAL ITEM NO. 007 1.000 LS, REMOVAL & DISPOSAL ITEM NO. 008 1.000 LS, REMOVAL & DISPOSAL ITEM NO. 009 1.000 LS, REMOVAL & DISPOSAL ITEM NO. 010 1.000 LS, REMOVAL & DISPOSAL ITEM NO. 011 1.000 LS, REMOVAL & DISPOSAL ITEM NO. 012 1.000 LS, REMOVAL & DISPOSAL ITEM NO. 013 1.000 LS, REMOVAL & DISPOSAL OF EXISTING PAVEMENT 1,462.000 SY, REMOVAL & DISPOSAL OF EXISTING CURB 7,830.000 LF, REMOVAL & DISPOSAL OF EXISTING ASPHALT PAVEMENT 45,495.000 SY, REMOVAL OF EXIST. GUARDRAIL 1,508.000 LF, REMOVAL & DISPOSAL OF EXISTING CULVERT(__)'X(__) 4'x8' 1.000 EA, CULVERT EXTENSION PREPARATION 1.000 EA, UNCLASSIFIED EXCAVATION 199,151.000 CY, BORROW EXCAVATION 2,000.000 CY, MUCK EXCAVATION 1,417.000 CY, GEOTEXTILE, SEPARATION 20.000 SY, STRUCTURE EXCAVATION FOR CULVERTS 69.000 CY, NO. 57 STONE FOR BACKFILL 30.000 TON, FINE GRADING 43,033.000 SY, FLOWABLE FILL 4.000 CY, MAINTENANCE STONE 194.000 TON, LIQUID ASPHALT BINDER PG64-22 1,455.837 TON, FULL DEPTH ASPH. PAV. PATCHING 6" UNIF. 100.000 SY, MILLING EXISTING ASPHALT PAVEMENT 1.5" 11,259.000 SY, MILLING EXISTING ASPHALT PAVEMENT (VARIABLE) 3,329.000 SY, ASPHALT BASE COURSE - TYPE A 16,548.000 TON, ASPHALT INTERMEDIATE COURSE TYPE B 5,241.000 TON, ASPHALT INTERMEDIATE COURSE TYPE C 1,296.000 TON, ASPHALT SURFACE COURSE TYPE B 3,926.000 TON, ASPHALT SURFACE COURSE TYPE C 1,528.000 TON, TRAFFIC CONTROL 1.000 LS, BARRICADE - TYPE III 888.000 LF, PERMANENT CONSTRUCTION SIGNS (GROUND MOUNTED) 1,573.000 SF, PERMANENT CONSTRUCTION SIGNS (BARRICADE MOUNTED) 1,206.000 SF, PORTABLE TERMINAL IMPACT ATTENUATOR-TEST LEVEL 2 6.000 EA, PORTABLE TERMINAL IMPACT ATTENUATOR-TEST LEVEL 3-70 MPH 4.000 EA, TEMPORARY CONCRETE BARRIER - UNANCHORED 2,582.000 LF, CONSTRUCTION ZONE ELECTRIC CHANGEABLE MESSAGE SIGN (TRAILER 4.000 EA, TYPE B - FLASHING LIGHT 38.000 EA, PAVEMENT MARKINGS(TEMP-THERMOPLASTIC) 4" WHITE BROKEN LINES 2,733.000 LF, PAVEMENT MARKING(TEMPORARY-THERMOPLASTIC)-4"WHITE SOLID LINE 45,047.000 LF, PAVEMENT MARKING(TEMP.-THERMOPLASTIC)4" YELLOW SOLID LINES 45,114.000 LF, PAVEMENT MARKING(TEMPORARY-THERMOPLASTIC)-8"WHITE SOLID LINE 145.000 LF, PAVEMENT MARKING(TEMPORARY-THERMOPLASTIC)24"WHITE SOLID LINE 1,400.000 LF, PAVEMENT MARKING(TEMPORARY-THERMOPLASTIC)-WHITE SINGLE ARROW 11.000 EA, PAVEMENT MARKINGS(TEMPORARY-THERMOPLASTIC)-WHITE WORD 'ONLY 7.000 EA, 4" WHITE BROKEN LINES -(GAPS EXCLUDED)-FAST DRY PAINT 3,516.000 LF, 4" WHITE SOLID LINES (PVT. EDGE LINES)-FAST DRY PAINT 68,369.000 LF, 8"WHITE SOLID LINES(CROSSWALK&CHANNELIZATION)FAST DRY PAINT 718.000 LF, 24" WHITE SOLID LINES (STOP/DIAGONAL LINES)-FAST DRY PAINT 1,799.000 LF, WHITE SINGLE ARROW (LEFT, STRAIGHT, RIGHT)-FAST DRY PAINT 23.000 EA, WHITE WORD MESSAGE "ONLY"-FAST DRY PAINT 13.000 EA, 4"YELLOW SOLID LINE(PVT.EDGE&NO PASSING ZONE)-FAST DRY PAINT 75,522.000 LF, 6"YEL SOLID LINES ON 6"CONC.CURB(TOP&SIDE)-FAST DRY PNT 365.000 LF, 4" WHITE BROKEN LINES(GAPS EXCL.)THERMOPLASTIC- 90 MIL. 783.000 LF, 8" WHITE BROKEN LINES(GAPS EXCL.)THERMOPLASTIC- 90 MIL. 471.000 LF, 4" WHITE SOLID LINES (PVT. EDGE LINES) THERMO.- 90 MIL. 23,322.000 LF, 8" WHITE SOLID LINES THERMOPLASTIC - 125 MIL. 102.000 LF, 24" WHITE SOLID LINES (STOP/DIAG LINES)-THERMO.-125 MIL 431.000 LF, WHITE SINGLE ARROWS (LT, STRGHT, RT) THERMO.-125 MIL. 12.000 EA, WHITE WORD MESSAGE "ONLY" -THERMOPLASTIC - 125 MIL. 6.000 EA, 4" YELLOW SOLID LINES(PVT.EDGE LINES) THERMO-90 MIL. 32,631.000 LF, PERMANENT CLEAR PAVEMENT MARKERS- MONO-DIR.- 4"X4" 4.000 EA, PERMANENT YELLOW PAVEMENT MARKERS BI-DIR.- 4"X4" 190.000 EA, FLAT SHEET, TYPE III, FIXED SZ. & MSG. SIGN 273.550 SF, FLAT SHEET, TYPE III, SIZE DETERMINED BY MSG 19.500 SF, FLAT SHEET, TYPE XI, SIZE DETERMINED BY MSG, OVERHEAD 35.000 SF, MOUNTING ASSEMBLY FOR F.S. SIGN ERCTD ON SPAN WIRE 9.000 EA, U-SECTION POST FOR SIGN SUPPORTS - 3P 593.000 LF, SQUARE TUBING POST 12 GAUGE - 1 1/2" X 1 1/2" X 6 81.000 LF, FURNISH & INSTALL 1.0" SCHEDULE 80 PVC CONDUIT 60.000 LF, FURNISH & INSTALL 2.0" SCHEDULE 80 PVC CONDUIT 2,071.000 LF, FURNISH & INSTALL 3.0" SCHEDULE 80 PVC CONDUIT 30.000 LF, FURNISH & INSTALL NO. 14 COPPER WIRE, 4 CONDUCTOR - BLACK 875.000 LF, FURNISH & INSTALL NO. 14 COPPER WIRE, 4 CONDUCTOR - GRAY 1,025.000 LF, FURNISH & INSTALL NO. 14 COPPER WIRE, 8 CONDUCTOR (BLACK) 885.000 LF, FURNISH & INSTL NO. 14 COPPER WIRE,1-CONDUCTOR FOR LOOP WIRE 850.000 LF, SAWCUT FOR LOOP DETECTOR 850.000 LF, F&I-13"X24"X18"D.ELEC.FLUSH UNDGRD.ENCLOS-(STR.POLY.CONC.)HD 3.000 EA, FURNISH & INSTALL 13" X 32' STEEL STRAIN POLE AND FOUNDATION 2.000 EA, FURNISH & INSTALL 3/8" GALVANIZED STEEL CABLE 465.000 LF, FURNISH & INSTALL 10' BREAK-AWAY ALUM PEDESTAL POLE AND BASE 3.000 EA, FURNISH & INSTALL - 12" 5 SECTION SIGNAL HEAD 1.000 EA, FURNISH & INSTALL -12" 4 SECTION SIGNAL HEAD 1.000 EA, FURNISH & INSTALL - 12" 3 SECTION SIGNAL HEAD 001 9.000 EA, F&I - 1-WAY-1SECT.HAND/MAN COUNTDOWN PEDESTRIAN SIGNAL HEAD 3.000 EA, VEHICLE TRAFFIC SIGNAL HEAD MOUNTING ASSEMBLY FOR SPAN WIRE 11.000 EA, BACKPLATE W/ RETROREFL.BORDERS FOR TRAFF. SIG. 11.000 EA, F&I-PEDESTRIAN TRAF. SIGNAL HEAD MOUNTING ASSEM FOR POST TOP 3.000 EA, REMOVE FOUNDATION OF STEEL STRAIN POLE - 18" BELOW GRADE 2.000 EA, REMOVAL,SALVAGE,&DISP.OF EXISTING TRAF. SIGNAL EQUIPMENT 1.000 EA, TEMPORARY ADJUSTMENT OF TRAFFIC SIGNAL EQUIPMENT 1.000 EA, TEMPORARY TIMING ADJUSTMENTS PER SITE VISIT 1.000 EA, F&I - VIDEO DETECTION SYSTEM W/ ONE CAMERA, HARDWARE & LEAD-IN 1.000 EA, FURNISH & INSTALL VIDEO DETECTION CAMERA W/ HARDWARE & LEAD-IN 1.000 EA, CONC. FOR STRUCTURES - CLASS 4000 937.900 CY, CONC. FOR STRUCTURES - CLASS 4000(CULVERT) 7.700 CY, STRAIGHT HEADWALL FOR 60" CIRCULAR PIPE-1 LINE 1.000 EA, STRAIGHT HEADWALL FOR 60" CIRCULAR PIPE-2 LINES 2.000 EA, STRAIGHT HEADWALL FOR 72" CIRCULAR PIPE-1 LINE 2.000 EA, GROOVED SURFACE FINISH 1,571.000 SY, REINF. STEEL FOR STRUCTURES (ROADWAY) 733.000 LB, REINF. STEEL FOR STRUCTURES (BRIDGE) 309,514.000 LB, HOOP REINFORCING STEEL FOR STRUCTURES (BRIDGE) 13,808.000 LB, PRESTRESSED CONC. BEAM (TYPE III) 963.400 LF, PRESTRESSED CONCRETE FLORIDA I-BEAM(36") 863.100 LF, 42" MASH CONCRETE BARRIER PARAPET/RAILING WALL 994.000 LF, PILE DRIVING SET-UP 23.000 EA, REINF. PILE TIPS (HP14 X 89) 23.000 EA, STEEL H BEARING PILING (HP14 X 89) 886.000 LF, DRILLED SHAFT SET-UP 8.000 EA, CROSSHOLE SONIC LOGGING SETUP 8.000 EA, DRILLED SHAFT WITH WET & DRY EXCAVATION - 42" DIAMETER 79.900 LF, DRILLED SHAFT WITH ROCK EXCAVATION - 42" DIAMETER 124.100 LF, DRILLED SHAFT WITH WET & DRY EXCAVATION - 48" DIAMETER 277.200 LF, CONSTRUCTION CASING - 48" DIAMETER 277.200 LF, 30" REINFORCED CONCRETE PIPE (CLASS V SPECIAL)TRENCHLESS 190.000 LF, 54" REINFORCED CONCRETE PIPE (CLASS V SPECIAL)TRENCHLESS 415.000 LF, 60" REINFORCED CONCRETE PIPE (CLASS V SPECIAL)TRENCHLESS 724.000 LF, 72" REINFORCED CONCRETE PIPE (CLASS V SPECIAL)TRENCHLESS 178.000 LF, 18" SMOOTH WALL PIPE 4,365.000 LF, 24" SMOOTH WALL PIPE 1,215.000 LF, 30" SMOOTH WALL PIPE 818.000 LF, 36" SMOOTH WALL PIPE 164.000 LF, 42" SMOOTH WALL PIPE 184.000 LF, 48" SMOOTH WALL PIPE 560.000 LF, 54" SMOOTH WALL PIPE 376.000 LF, 60" SMOOTH WALL PIPE 2,008.000 LF, 66" SMOOTH WALL PIPE 109.000 LF, 72" SMOOTH WALL PIPE 122.000 LF, CATCH BASIN -TYPE 1 CB - TYPE 1 16.000 EA, CATCH BASIN -TYPE 9 13.000 EA, CATCH BASIN -TYPE 9 WITH STANDARD 3' X 4' BOX 1.000 EA, CATCH BASIN -TYPE 9 WITH STANDARD 3' X 5' BOX 1.000 EA, CATCH BASIN -TYPE 16 20.000 EA, CATCH BASIN -TYPE 17 10.000 EA, CATCH BASIN -TYPE 18 4.000 EA, DROP INLET (24" X 36") 15.000 EA, DROP INLET (24" X 36") WITH STANDARD 4' X 4' BOX 1.000 EA, DROP INLET TYPE 112 2.000 EA, MANHOLE 4.000 EA, 30" X 30" JUNCTION BOX 6.000 EA, 36" X 36" JUNCTION BOX 3.000 EA, 36" X 60" JUNCTION BOX 1.000 EA, 36" X 72" JUNCTION BOX 3.000 EA, 48" X 48" JUNCTION BOX 1.000 EA, 60" X 72" JUNCTION BOX 1.000 EA, 60" X 108" JUNCTION BOX 2.000 EA, 72" X 72" JUNCTION BOX 5.000 EA, PRECAST CONCRETE RISER - 48" DIAMETER 15.500 LF, PRECAST CONCRETE DRAINAGE STRUCTURE - 6' X 6 6.000 EA, PRECAST CONCRETE DRAINAGE STRUCTURE - 8' X 7 1.000 EA, EXTRA DEPTH OF BOX 92.000 LF, CATCH BASIN - TYPE 9(TOP ONLY) 6.000 EA, DROP INLET(MULTIPLE GRATE) TOP ONLY 1.000 LF, DRAINAGE BOX REHAB 1.000 EA, ADJUST MANHOLE 1.000 EA, ADJUST DROP INLET ADJUST D. I. 1.000 EA, ADJUST JUNCTION BOX 2.000 EA, JUNCTION BOX - CONVERT CB T-9 1.000 EA, BEVELING OF PIPE END 22.000 EA, 4' SLOPE FLUME (6" CURB STYLE WITH CUTOFFS) 19.400 LF, CONCRETE CURB AND GUTTER(1'-6") OGEE 100.000 LF, CONCRETE CURB AND GUTTER(2'-0") VERTICAL FACE 8,515.000 LF, CONCRETE CURB AND GUTTER(2'-0") SLOPING FACE 222.000 LF, CONCRETE SIDEWALK(4" UNIFORM) 1,074.000 SY, DETECTABLE WARNING MATERIAL 112.000 SF, CONCRETE DRIVEWAY(6" UNIFORM) 207.000 SY, CONCRETE MEDIAN 121.000 SY, PEDESTRIAN RAMP CONSTRUCTION 40.000 SY, ELASTOMERIC BEARING 54.000 EA, WATERPROOFING 57.500 SY, AGGREGATE UNDERDRAIN(AGG#789)WITH 4"PERF.PIPE FOR STRUC 225.000 TON, RIP-RAP (CLASS B) 4,403.000 TON, GEOTEXTILE FABRIC FOR EROSION CONTROL UNDER RIPRAP (CLASS 2) 40.000 SY, GEOTEXTILE FOR EROSION CONTROL UNDER RIPRAP(CLASS 1)TYPE B 120.000 SY, GEOTEXTILE FOR EROSION CONTROL UNDER RIPRAP(CLASS 2)TYPE C 6,152.000 SY, MT3 LEADING END TREATMENT TL3 5.000 EA, MB TRAILING END TREATMENT 5.000 EA, MGS3 GR STANDARD SHOULDER 887.500 LF, MTBBC3 MASH THRIE-BEAM BARRIER CONNECTOR TL3 8.000 EA, FLUME INLET AT GUARDRAIL (HANDWORK) 2.000 EA, NON-MOW STRIP UNDER GUARDRAIL 772.500 SY, 72" CHAIN LINK FENCE 72" CHAIN-LINK FENCE 1,850.000 LF, TEMPORARY BARRIER FENCE (ORANGE) 1,980.000 LF, RIGHT OF WAY MARKER(REBAR AND CAP) 164.000 EA, RIGHT OF WAY PLAT 1.000 LS, PERMANENT COVER 45.500 ACRE, TEMPORARY COVER 34.200 ACRE, FERTILIZER (NITROGEN) 4,550.000 LB, FERTILIZER (PHOSPHORIC ACID) 4,550.000 LB, FERTILIZER (POTASH) 4,550.000 LB, AGRICULTURAL GRANULAR LIME 91,000.000 LB, SELECTIVE WATERING 271,500.000 GAL, MOWING 159.400 ACRE, TURF REINFORCEMENT MATTING (TRM) TYPE 1 5.396 MSY, TURF REINFORCEMENT MATTING (TRM) TYPE 2 0.473 MSY, TURF REINFORCEMENT MATTING (TRM) TYPE 3 0.103 MSY, TEMPORARY EROSION CONTROL BLANKET (ECB) 13.877 MSY, TURF REINFORCEMENT MATTING (TRM) TYPE 1 5.695 SY, HYDRAULIC EROSION CONTROL PRODUCT (HECP) - TYPE 1 41.200 ACRE, HYDRAULIC EROSION CONTROL PRODUCT (HECP) - TYPE 3 41.200 ACRE, INLET STRUCTURE FILTER - TYPE F (WEIGHTED) 387.000 LF, SEDIMENT TUBES FOR DITCH CHECKS 4,554.000 LF, SILT FENCE 14,700.000 LF, REPLACE/REPAIR SILT FENCE 1,470.000 LF, SILT BASINS 242.000 CY, POROUS BAFFLE 1,160.000 LF, FLOATING SKIMMER 2.000 EA, REMOVAL OF SILT RETAINED BY SILT FENCE 3,675.000 LF, CLEANING INLET STRUCTURE FILTERS 32.000 EA, INLET STRUCTURE FILTER - TYPE E (CATCH BASIN TYPE 1) 3.000 EA, INLET STRUCTURE FILTER - TYPE E (CATCH BASIN TYPE 16) 13.000 EA, INLET STRUCTURE FILTER - TYPE E (CATCH BASIN TYPE 17) 10.000 EA, INLET STRUCTURE FILTER - TYPE E (CATCH BASIN TYPE 18) 6.000 EA, INLET STRUCTURE FILTER - TYPE D2 29.000 EA, FILTER MATERIAL FOR INLET STRUCTURE FILTER - TYPE D2 58.000 EA, INLET STRUCTURE FILTER - TYPE A 26.000 LF, SEDIMENT DAM RIPRAP 23.000 TON, AGGREGATE NO.5 FOR EROSION CONTROL (6" UNIFORM) 12.000 SY, STABILIZED CONSTRUCTION ENTRANCE 2,750.000 SY, HIGH DENSITY POLYETHYLENE (HDPE) POND LINER 14,700.000 SY, JOINT USE DUCT BANK 1.000 LS
- Call No
- 010
- File No
- 5177470
- Dbe Goal
- 0.00%
- Funding
- FED
- Counties
- Lexington Richland
- Project No
- P043328
- Letting Date
- 11/10/2026
- Letting Time
- 2:00 pm
- Notice Title
- 11102026 Proposal 5177470 - NTC 60 DAY AD
- Approx Length
- 3.7200
- Available Date
- Nov 6, 2026
- Categorized By
- llm
- Detail Fetched
- Yes
- Completion Date
- 9/30/2029
South Carolina Department of TransportationIssuing agency·South Carolina·via a public procurement portal