2027 Cherokee/York County Pavement Improvement
Cherokee, York County
Bid dateTuesday, November 102:00 pm
Cherokee, York County
No plans pulled yet · Satterfield Construction Company, INC. finishes low on 94% of SC pavement bids it enters
Likely also biddingSC pavement regulars · 8
Confirmed = pulled plans on this letting (revealed interest, from the agency portal). Likely = firms that bid SC pavement work in the last 5 years, ranked by frequency. Low-bid rate is historical — the share of bids where that firm finished rank one, not a verified award or a prediction of this letting.
How to read this. Plan‑pull counts come straight from agency portals. Patterns and confidence scores are derived from comparable lettings (same county, same category, three‑year basis). Confidence is a calibration of past correctness on signals of this shape — not a guarantee of this bid’s outcome. We never round up. More on what Cassandri does →
Bid form · SCDOT
93 advertised pay items from the SCDOT bid form. Open a category to see its items — unit prices appear here once bids open.
| REMOVAL & DISPOSAL OF EXISTING ASPHALT PAVEMENT | 14 SY | |
| LIQUID ASPHALT BINDER PG64-22 | 1,514.841 TON | |
| MILLING EXISTING ASPHALT PAVEMENT 2.0" | 13,494 SY | |
| MILLING EXISTING ASPHALT PAVEMENT (VARIABLE) | 8,619 SY | |
| ASPHALT BASE COURSE - TYPE B | 1,620.432 TON | |
| ASPHALT INTERMEDIATE COURSE TYPE C | 8,351.213 TON | |
| ASPHALT SURFACE COURSE TYPE B | 4,941.004 TON | |
| ASPHALT SURFACE COURSE TYPE C | 9,869.977 TON | |
| ASPHALT SURFACE COURSE TYPE E | 443.52 TON | |
| ASPHALT SURFACE TREAT (SINGLE TREATMENT) | 103,016 SY |
| REMOVAL & DISPOSAL OF EXISTING CURB | 276 LF | |
| DRIVEWAY PAVING-SURFACE TYPE C | 1,486 TON | |
| 6" YELLOW SOLID LINE ON CURB/MEDIAN - FAST DRY PAINT | 92 LF | |
| CONCRETE CURB AND GUTTER(1'-6") VERTICAL FACE | 145 LF | |
| CONCRETE CURB AND GUTTER(2'-0") VERTICAL FACE | 184 LF | |
| CONCRETE SIDEWALK(4" UNIFORM) | 36 SY | |
| CONCRETE DRIVEWAY(6" UNIFORM) | 61 SY | |
| CONCRETE MEDIAN | 48 SY |
| REMOVAL OF EXIST. GUARDRAIL | 4,195.5 LF | |
| MTBBC2 MASH THRIE-BEAM BARRIER CONNECTOR TL2 | 4 EA | |
| RESET FENCE | 217 LF | |
| SILT FENCE | 150 LF | |
| REPLACE/REPAIR SILT FENCE | 50 LF | |
| REMOVAL OF SILT RETAINED BY SILT FENCE | 50 LF |
| PAVEMENT MARKINGS (TEMPORARY PAINT) 24"X36" WHITE TRIANGLE YIELD | 20 LF | |
| 4" WHITE SOLID LINES (PVT. EDGE LINES)-FAST DRY PAINT | 294,676 LF | |
| 24" WHITE SOLID LINES (STOP/DIAGONAL LINES)-FAST DRY PAINT | 1,399 LF | |
| 4" WHITE SOLID LINES (PVT. EDGE LINES) EPOXY PAINT SLOW CURE | 244 LF | |
| 4" WHITE SOLID LINES (PVT. EDGE LINES) THERMO.- 90 MIL. | 86,371 LF | |
| 4" YELLOW SOLID LINES(PVT.EDGE LINES) THERMO-90 MIL. | 78,342 LF |
| 15" SMOOTH WALL PIPE | 568 LF | |
| 18" SMOOTH WALL PIPE | 16 LF | |
| CLEANING EXISTING PIPE | 378 LF | |
| CONCRETE COLLAR FOR UP TO 24" PIPE | 2 EA | |
| CATCH BASIN T-17 (CONVERT C.B. TYPE 5) | 2 EA |
| SELECTED CLEARING & GRUBBING | 1 LS | |
| UNCLASSIFIED EXCAVATION | 3,006 CY | |
| BORROW EXCAVATION | 1,919.8 CY | |
| STATION GRADING | 107.87 STA |
| RESEAL DECK EXPANSION JOINT | 900 LF | |
| PREMASH W-BEAM STRONG POST SYSTEM WSP3 | 812.5 LF | |
| PREMASH THRIEBEAM BRIDGE CONN TBBC3 | 4 EA | |
| PREMASH W-BEAM MEDIUM SHOP BENT SYSTEM | 75 LF |
| ARAMID FIBER | 232.96 LB | |
| FURNISH & INSTALL RADAR FOR STOP BAR DETECTION, INC 150' CABLE & | 1 EA | |
| FURNISH & INSTALL RADAR FOR SETBACK DETECTION, INC 150' CABLE & | 2 EA |
| TEMPORARY EROSION CONTROL BLANKET (ECB) | 0.3 MSY | |
| SEDIMENT TUBES FOR DITCH CHECKS | 120 LF |
| MOBILIZATION | 1 LS |
| REMOVAL & DISPOSAL OF EXISTING PAVEMENT | 197.5 SY |
| MILLING EXISTING CONCRETE PAV.(VARIABLE) | 90 SY |
| FULL DEPTH CONCRETE PAVEMENT PATCH - 8" | 250 SY |
| TRAFFIC CONTROL | 1 LS |
| PERMANENT CONSTRUCTION SIGNS (GROUND MOUNTED) | 2,239 SF |
| BONDS AND INSURANCE | 1 LS | |
| RAILROAD INSURANCE AND FLAGGING NS | 1 LS | |
| ADDITIONAL ROCK FOR FULL DEPTH RECLAMATION | 2,796 TON | |
| MAINTENANCE STONE | 255 TON | |
| CEMENT MODIFIED RECYCLED BASE (8" UNIF)-CURING METHOD B | 20,148 SY | |
| CEMENT MODIFIED RECYCLED BASE (10" UNIF)-CURING METHOD B | 36,081 SY | |
| CEMENT MODIFIED RECYCLED BASE (12" UNIF)-CURING METHOD B | 46,787 SY | |
| PORTLAND CEMENT FOR CEMENT MODIFIED RECYCLED BASE COURSE | 3,599.5 TON | |
| FULL DEPTH ASPH. PAV. PATCHING 6" UNIF. | 20 SY | |
| FULL DEPTH ASPH. PAV. PATCHING 8" UNIF | 40 SY | |
| FULL DEPTH ASPH. PAV. PATCHING 10"UNIF | 10 SY | |
| FULL DEPTH ASPH. PAV. PATCHING 12"UNIF | 2,735 SY | |
| 4" WHITE BROKEN LINES -(GAPS EXCLUDED)-FAST DRY PAINT | 6,510 LF | |
| WHITE SINGLE ARROW (LEFT, STRAIGHT, RIGHT)-FAST DRY PAINT | 8 EA | |
| WHITE WORD MESSAGE "ONLY"-FAST DRY PAINT | 4 EA |
| RAILROAD CROSSING SYMBOLS - FAST DRY PAINT | 6 EA |
| 4" YELLOW BROKEN LINES(GAPS EXC) - FAST DRY PAINT | 5,110 LF |
| 4"YELLOW SOLID LINE(PVT.EDGE&NO PASSING ZONE)-FAST DRY PAINT | 285,847 LF |
| 4"YELLOW SOLID LINES-PVT.EDGE&NO PASSING ZONE - EPOXY PAINT SLOW | 244 LF |
| 4" WHITE BROKEN LINES(GAPS EXCL.)THERMOPLASTIC- 90 MIL. | 4,660 LF |
| 24IN X 36IN WHITE TRIANG. YIELD BAR (GAPS EXC)THERMO-125MIL | 10 LF |
| 24" WHITE SOLID LINES (STOP/DIAG LINES)-THERMO.-125 MIL | 853 LF |
| WHITE SINGLE ARROWS (LT, STRGHT, RT) THERMO.-125 MIL. | 8 EA |
| WHITE WORD MESSAGE "ONLY" -THERMOPLASTIC - 125 MIL. | 4 EA |
| RAILROAD CROSSING SYMBOLS - THERMOPLASTIC - 125 MIL. | 6 EA |
| 4" YELLOW BROKEN LINES(GAPS EXC)THERMOPLASTIC - 90 MIL. | 4,710 LF |
| PERMANENT CLEAR PAVEMENT MARKERS- MONO-DIR.- 4"X4" | 210 EA |
| PERMANENT YELLOW PAVEMENT MARKERS MONO-DIR.- 4"X 4" PERM. YEL. | 200 EA |
| PERMANENT YELLOW PAVEMENT MARKERS BI-DIR.- 4"X4" | 852 EA |
| MILLED-IN RUMBLE STRIP | 15.04 MI |
| FURNISH & INSTALL CABINET INTERFACE COMPONENTS FOR RADAR | 1 EA |
| DETECTABLE WARNING MATERIAL | 12.5 SF |
| PEDESTRIAN RAMP CONSTRUCTION | 25 SY |
| MT3 LEADING END TREATMENT TL3 | 18 EA |
| MT2 LEADING END TREATMENT TL2 | 4 EA |
| MGS3 GR STANDARD SHOULDER | 1,275 LF |
| MGS3CS GR COMPRESSED SHOULDER | 525 LF |
| PREMASH TYPE T TL3 LEADING 50' | 6 EA |
| PERMANENT GRASSING FOR NON-PERMITTED RESURFACING PROJECTS | 3.94 ACRE |