Butler Road (S-107) (Bridges Road to US 276)
Greenville County
Bid dateTuesday, August 112:00 pm
Greenville County
No plans pulled yet · United Infrastructure Group, INC. wins 33% of SC bridge bids it enters
Likely also biddingSC bridge regulars · 8
Confirmed = pulled plans on this letting (revealed interest, from the agency portal). Likely = firms that bid SC bridge work in the last 5 years, ranked by frequency. Win rate is historical — the share of bids that firm entered and won, not 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
163 advertised pay items from the SCDOT bid form. Open a category to see its items — unit prices appear here once bids open.
| SMALL PUBLIC SEWER RELOCATION NO. ____ 001 | 1 EA | |
| REMOVAL & DISPOSAL OF EXISTING TRIPLE CULVERT(__)'X(__) 8x8 | 2 EA | |
| 18" DIAMETER PIPE ADDITIONAL FOUNDATION WORK | 317 LF | |
| 24" DIAMETER PIPE ADDITIONAL FOUNDATION WORK | 358 LF | |
| 30" DIAMETER PIPE ADDITIONAL FOUNDATION WORK | 64 LF | |
| 36" DIAMETER PIPE ADDITIONAL FOUNDATION WORK | 170 LF | |
| 60" DIAMETER PIPE ADDITIONAL FOUNDATION WORK | 94 LF | |
| FURNISH & INSTALL 1.0" SCHEDULE 80 PVC CONDUIT | 1,300 LF | |
| FURNISH & INSTALL 2.0" SCHEDULE 80 PVC CONDUIT | 880 LF | |
| FURNISH & INSTALL 2" SCHEDULE 80 HDPE CONDUIT (DIRECTIONAL BORED) | 3,000 LF | |
| STRAIGHT HEADWALL FOR 30" CIRCULAR PIPE-1 LINE | 1 EA | |
| 15" SMOOTH WALL PIPE | 468 LF | |
| 18" SMOOTH WALL PIPE | 12,100 LF | |
| 24" SMOOTH WALL PIPE | 3,832 LF | |
| 30" SMOOTH WALL PIPE | 820 LF | |
| 36" SMOOTH WALL PIPE | 1,720 LF | |
| 42" SMOOTH WALL PIPE | 384 LF | |
| 48" SMOOTH WALL PIPE | 800 LF | |
| CATCH BASIN -TYPE 9 | 9 EA | |
| CATCH BASIN -TYPE 16 | 127 EA | |
| CATCH BASIN -TYPE 16B (6X6 BOX) | 6 EA | |
| CATCH BASIN -TYPE 17 | 11 EA | |
| CATCH BASIN -TYPE 18 | 14 EA | |
| DROP INLET (24" X 36") | 37 EA | |
| MANHOLE | 24 EA | |
| CONCRETE COLLAR FOR UP TO 24" PIPE | 5 EA | |
| BEVELING OF PIPE END | 13 EA | |
| 12'X 8' P.C. BOX CULVERT {AASHTO M-259} FH = 3 | 62 LF | |
| AGGREGATE UNDERDRAIN(AGG#789)WITH 4"PERF.PIPE FOR STRUC | 767 TON | |
| GEOTEXTILE FOR EROSION CONTROL UNDER RIPRAP(CLASS 2)TYPE C | 3,449 SY |
| BRIDGE CONSTRUCTION ACCESS | 1 LS | |
| STONE BRIDGE LIFT MATERIAL | 1,200 TON | |
| GRANULAR BRIDGE LIFT MATERIAL | 850 CY | |
| CONC. FOR STRUCTURES - CLASS 4000 | 1,150.4 CY | |
| CONC. FOR STRUCTURES - CLASS 4000DS | 18.2 CY | |
| GRINDING AND TEXTURING CONCRETE BRIDGE DECK | 94 SY | |
| REINF. STEEL FOR STRUCTURES (ROADWAY) | 197,144 LB | |
| REINF. STEEL FOR STRUCTURES (BRIDGE) | 233.83 LB | |
| PRESTRESSED CONC. BEAM (TYPE II) | 1,380 LF | |
| PILE DRIVING SET-UP | 20 EA | |
| REINF. PILE TIPS (HP14 X 89) | 20 EA | |
| STEEL H BEARING PILING (HP14 X 89) | 1,078 LF | |
| DRILLED PILE SET-UP | 20 EA | |
| SOIL EXCAVATION FOR DRILLED PILE FOUNDATIONS - 30" DIAMETER | 260.6 LF | |
| ROCK EXCAVATION FOR DRILLED PILE FOUNDATIONS - 30" DIAMETER | 100 LF | |
| ELASTOMERIC BEARING |
| FURNISH & INSTALL FIBER OPTIC CABLE-SINGLE MODE | 9,250 LF | |
| FURNISH & INSTALL FIBER OPTIC INTERCONNECT CENTER | 7 EA | |
| SAWCUT FOR LOOP DETECTOR | 575 LF | |
| FURNISH & INSTALL ELECTRICAL SERVICE FOR TRAFFIC SIGNAL | 3 EA | |
| FURNISH & INSTALL 3/8" GALVANIZED STEEL CABLE | 1,600 LF | |
| FURNISH & INSTALL - 12" 5 SECTION SIGNAL HEAD | 4 EA | |
| FURNISH & INSTALL -12" 4 SECTION SIGNAL HEAD | 3 EA | |
| FURNISH & INSTALL - 12" 3 SECTION SIGNAL HEAD 003 | 40 EA | |
| F&I - 1-WAY-1SECT.HAND/MAN COUNTDOWN PEDESTRIAN SIGNAL HEAD | 28 EA | |
| FURNISH & INSTALL RADAR FOR STOP BAR DETECTION, INC 150' CABLE & | 12 EA | |
| FURNISH & INSTALL RADAR FOR SETBACK DETECTION, INC 150' CABLE & | 7 EA |
| CLEARING & GRUBBING WITHIN ROADWAY | 1 LS | |
| UNCLASSIFIED EXCAVATION | 24,923 CY | |
| BORROW EXCAVATION | 22,380 CY | |
| BORROW PIT SET-UP | 1 LS | |
| MUCK EXCAVATION | 1,586 CY | |
| GEOTEXTILE, SEPARATION | 4,365 SY | |
| FINE GRADING | 35,669 SY | |
| FLOWABLE FILL | 421 CY |
| REMOVAL & DISPOSAL OF EXISTING CURB | 1,206 LF | |
| 6" YELLOW SOLID LINE ON CURB/MEDIAN - FAST DRY PAINT | 3,749 LF | |
| 6"YELLOW SOLID LINES ON CURB/MED.-HIGH BUILD PAINT-25 MIL. | 3,750 LF | |
| CONCRETE CURB AND GUTTER(2'-0") VERTICAL FACE | 22,799 LF | |
| CONCRETE SIDEWALK(4" UNIFORM) | 14,867 SY | |
| CONCRETE DRIVEWAY(6" UNIFORM) | 2,950 SY | |
| CONCRETE MEDIAN | 979 SY | |
| MGS2C GR BEHIND CURB | 25 LF |
| PERMANENT CONSTRUCTION SIGNS (GROUND MOUNTED) | 1,416 SF | |
| CONSTRUCTION ZONE ELECTRIC CHANGEABLE MESSAGE SIGN (TRAILER | 2 EA | |
| FLAT SHEET, TYPE III, FIXED SZ. & MSG. SIGN | 412 SF | |
| FLAT SHEET, TYPE XI, SIZE DETERMINED BY MSG, OVERHEAD | 460 SF | |
| MOUNTING ASSEMBLY FOR F.S. SIGN ERCTD ON MEDIAN BARRIER | 13 EA | |
| MOUNTING ASSEMBLY FOR F.S. SIGN ERCTD ON SPAN WIRE | 50 EA | |
| U-SECTION POST FOR SIGN SUPPORTS - 3P | 2,495 LF | |
| F&I-PED PUSH BUT.SOLID STATE W/ TONE ASSEM 9"X15"&SIGN (R-10-3E or R10- | 28 EA |
| REMOVAL & DISPOSAL OF EXISTING ASPHALT PAVEMENT | 6,808 SY | |
| PRIME COAT | 2,923 GAL | |
| LIQUID ASPHALT BINDER PG64-22 | 1,188 TON | |
| ASPHALT BASE COURSE - TYPE B | 3,698 TON | |
| ASPHALT INTERMEDIATE COURSE TYPE B | 9,233 TON | |
| ASPHALT SURFACE COURSE TYPE B | 8,347 TON | |
| ASPHALT SURFACE COURSE TYPE E | 944 TON |
| PORTABLE TERMINAL IMPACT ATTENUATOR-TEST LEVEL 2 | 2 EA | |
| TEMPORARY CONCRETE BARRIER - UNANCHORED | 1,310 LF | |
| TEMP CONC BARRIER WITH ANCHORAGE FOR BRIDGE DECKS | 650 LF | |
| 42" MASH CONCRETE BARRIER PARAPET/RAILING WALL | 440 LF | |
| NON-MOW STRIP UNDER GUARDRAIL | 59 SY | |
| RESET FENCE | 150 LF |
| GEOGRID STABILIZATION | 3,350 SY | |
| GRADED AGGREGATE BASE COURSE (10" UNIFORM) | 10,826.2 SY | |
| AGRICULTURAL GRANULAR LIME | 36,200 LB |
| TRAFFIC CONTROL | 1 LS | |
| BARRICADE - TYPE III | 366 LF | |
| PERMANENT CONSTRUCTION SIGNS (BARRICADE MOUNTED) | 455 SF |
| 4" WHITE SOLID LINES (PVT. EDGE LINES) THERMO.- 90 MIL. | 485 LF | |
| 4" YELLOW SOLID LINES(PVT.EDGE LINES) THERMO-90 MIL. | 27,289 LF | |
| REMOVAL OF PAVEMENT MARKINGS | 1,000 LF |
| FERTILIZER (NITROGEN) | 1,810 LB | |
| FERTILIZER (PHOSPHORIC ACID) | 1,810 LB | |
| FERTILIZER (POTASH) | 1,810 LB |
| MOBILIZATION | 1 LS | |
| MOBILIZATION - SUBCONTRACTOR | 1 LS |
| REMOVAL & DISPOSAL OF EXISTING PAVEMENT | 643 SY |
| BONDS AND INSURANCE | 1 LS | |
| CONSTRUCTION STAKES, LINES & GRADES | 1 EA | |
| CPM PROGRESS SCHEDULE | 1 LS | |
| TEMPORARY SHORING SYSTEM | 200 LF | |
| NO. 57 STONE FOR BACKFILL | 1,240 TON | |
| MAINTENANCE STONE | 1,731 TON | |
| CEMENT MODIFIED RECYCLED BASE (12" UNIF)-CURING METHOD B | 44,513 SY | |
| PORTLAND CEMENT FOR CEMENT MODIFIED RECYCLED BASE COURSE | 1,960 TON | |
| TEMPORARY CLEAR PAVEMENT MARKERS MONO-DIR.- 4"X4" | 790 EA | |
| TEMPORARY YELLOW PAVEMENT MARKERS MONO-DIR.- 4"X4" | 261 EA | |
| TEMPORARY YELLOW PAVEMENT MARKERS BI-DIR.- 4"X4" | 1,270 EA | |
| 4" WHITE BROKEN LINES(GAPS EXCL.)THERMOPLASTIC- 90 MIL. | 3,063 LF | |
| 8" WHITE SOLID LINES THERMOPLASTIC - 125 MIL. | 3,857 LF | |
| 24" WHITE SOLID LINES (STOP/DIAG LINES)-THERMO.-125 MIL | 872 LF | |
| WHITE SINGLE ARROWS (LT, STRGHT, RT) THERMO.-125 MIL. | 62 EA | |
| 40 EA |
| WATERPROOFING | 69.2 SY |
| RIGHT OF WAY MARKER(REBAR AND CAP) | 172 EA |
| WHITE WORD MESSAGE "ONLY" -THERMOPLASTIC - 125 MIL. |
| 31 EA |
| WHITE COMBINATION ARROWS(STR&RT.OR STR<)THERMO-125MIL | 3 EA |
| 4" YELLOW BROKEN LINES(GAPS EXC)THERMOPLASTIC - 90 MIL. | 2,680 LF |
| PERMANENT CLEAR PAVEMENT MARKERS- MONO-DIR.- 4"X4" | 70 EA |
| PERMANENT YELLOW PAVEMENT MARKERS MONO-DIR.- 4"X 4" PERM. YEL. | 261 EA |
| PERMANENT YELLOW PAVEMENT MARKERS BI-DIR.- 4"X4" | 550 EA |
| PREF.FLEX.RETRO.PVMT.MARK(T-1)PERM.(60MIL)4"WH.SOLID | 70 LF |
| PREF.FLEX.RETRO.PVMT.MARK(T-1)PERM.(60MIL)4"YEL.SOL. | 280 LF |
| 15' TRUSS ALUMINUM BRACKET ARM (MOUNTED ON STRAIN/MAST POLE) | 4 EA |
| FURNISH & INSTALL NO. 14 COPPER WIRE, 4 CONDUCTOR - GRAY | 1,250 LF |
| FURNISH & INSTALL NO. 14 COPPER WIRE, 8 CONDUCTOR (BLACK) | 11,400 LF |
| FURNISH & INSTALL NO. 14 COPPER WIRE, 8 CONDUCTOR (GRAY) | 5,050 LF |
| RADIO RECEIVER AT INTERSECTION W/ ANTENNA/MOUNTING KIT | 2 EA |
| F&I-12"X12"X12"D.ELEC.FLUSH UNDGRD.ENCLOS-(STR.POLY.CONC.)HD | 1 EA |
| F&I-13"X24"X18"D.ELEC.FLUSH UNDGRD.ENCLOS-(STR.POLY.CONC.)HD | 120 EA |
| FURNISH & INSTALL 40' WOOD POLE - CLASS II-CCA TREATED(0.60) | 2 EA |
| FURNISH & INSTALL 10' BREAK-AWAY ALUM PEDESTAL POLE AND BASE | 6 EA |
| FURNISH & INSTALL 20' BREAK-AWAY ALUMINUM PEDESTAL POLE AND BASE | 2 EA |
| F&I - CONTR 332/336 CABINET ASSEMBLY - POLE MOUNTED | 2 EA |
| F&I - CONTR 332/336 CABINET ASSEMBLY - BASE MOUNTED 002 | 3 EA |
| BACKPLATE W/ RETROREFL.BORDERS FOR TRAFF. SIG. | 47 EA |
| FURNISH & INSTALL CONCRETE CABINET FOUNDATION | 3 EA |
| GROOVED SURFACE FINISH | 622 SY |
| PRECAST CONCRETE RISER - 48" DIAMETER | 10 LF |
| EXTRA DEPTH OF BOX | 145 LF |
| DETECTABLE WARNING MATERIAL | 1,150 SF |
| PEDESTRIAN RAMP CONSTRUCTION | 2,265 SY |
| SURFACE APPLIED DETECTABLE WARNING | 70 SF |
| RIP-RAP (CLASS B) | 741 TON |
| RIP-RAP (CLASS C) | 3,529 TON |
| MT2 LEADING END TREATMENT TL2 | 1 EA |
| RIGHT OF WAY PLAT | 1 LS |
| PERMANENT COVER | 18.1 ACRE |
| TEMPORARY COVER | 9.05 ACRE |
| SELECT MATERIAL | 115 CY |
| SELECTIVE WATERING | 135,750 GAL |
| ON-THE-JOB TRAINEE (ROADWAY) | 4,160 HR |