Bridge Replacement - S-234 over Tributary to Enoree River
Spartanburg County
Bid dateTuesday, August 112:00 pm
Spartanburg 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
84 advertised pay items from the SCDOT bid form. Open a category to see its items — unit prices appear here once bids open.
| BRIDGE CONSTRUCTION ACCESS | 1 LS | |
| REMOVAL & DISPOSAL OF EXISTING BRIDGE | 1 LS | |
| GEOGRID REINFORCEMENT (UNIAXIAL) | 1,256 SY | |
| CONC. FOR STRUCTURES - CLASS 4000 | 326.8 CY | |
| REINF. STEEL FOR STRUCTURES (BRIDGE) | 89,163 LB | |
| HOOP REINFORCING STEEL FOR STRUCTURES (BRIDGE) | 2,287 LB | |
| PRESTRESSED CONC. BEAM (TYPE III) | 715 LF | |
| PILE DRIVING SET-UP | 10 EA | |
| REINF. PILE TIPS (HP14 X 89) | 10 EA | |
| STEEL H BEARING PILING (HP14 X 89) | 236 LF | |
| DRILLED SHAFT SET-UP | 2 EA | |
| DRILLED SHAFT WITH ROCK EXCAVATION - 42" DIAMETER | 32 LF | |
| DRILLED SHAFT WITH WET & DRY EXCAVATION - 48" DIAMETER | 54 LF | |
| ELASTOMERIC BEARING | 20 EA | |
| WATERPROOFING | 24.8 SY | |
| RIGHT OF WAY MARKER(REBAR AND CAP) | 15 EA | |
| TURF REINFORCEMENT MATTING (TRM) TYPE 1 | 0.46 MSY |
| FURNISH & INSTALL 2.0" SCHEDULE 80 PVC CONDUIT | 744 LF | |
| AGGREGATE UNDERDRAIN(AGG#789)WITH 4"PERF.PIPE FOR STRUC | 100 TON | |
| 12" TEMPORARY PIPE SLOPE DRAIN | 230 LF | |
| GEOTEXTILE FOR EROSION CONTROL UNDER RIPRAP(CLASS 1)TYPE C | 459 SY | |
| GEOTEXTILE FOR EROSION CONTROL UNDER RIPRAP(CLASS 2)TYPE C | 397 SY | |
| INLET FILTER CLEANING | 60 EA | |
| INLET STRUCTURE FILTER - TYPE B | 12 EA |
| REMOVAL & DISPOSAL OF EXISTING ASPHALT PAVEMENT | 191 SY | |
| LIQUID ASPHALT BINDER PG64-22 | 26 TON | |
| MILLING EXISTING ASPHALT PAVEMENT (VARIABLE) | 1,140 SY | |
| ASPHALT BASE COURSE - TYPE B | 102 TON | |
| ASPHALT INTERMEDIATE COURSE TYPE C | 120 TON | |
| ASPHALT SURFACE COURSE TYPE C | 232 TON |
| REMOVAL OF EXIST. GUARDRAIL | 205 LF | |
| 42" MASH CONCRETE BARRIER PARAPET/RAILING WALL | 370 LF | |
| NON-MOW STRIP UNDER GUARDRAIL | 55 SY | |
| SILT FENCE | 1,881 LF | |
| REMOVAL OF SILT RETAINED BY SILT FENCE | 120 LF |
| PERMANENT CONSTRUCTION SIGNS (GROUND MOUNTED) | 128 SF | |
| FLAT SHEET, TYPE III, FIXED SZ. & MSG. SIGN | 12 SF | |
| FLAT SHEET, TYPE III, SIZE DETERMINED BY MSG | 8 SF | |
| U-SECTION POST FOR SIGN SUPPORTS - 2P | 20 LF | |
| U-SECTION POST FOR SIGN SUPPORTS - 3P | 20 LF |
| FERTILIZER (NITROGEN) | 124 LB | |
| FERTILIZER (PHOSPHORIC ACID) | 124 LB | |
| FERTILIZER (POTASH) | 124 LB | |
| TEMPORARY EROSION CONTROL BLANKET (ECB) | 1.71 MSY | |
| HYDRAULIC EROSION CONTROL PRODUCT (HECP) - TYPE 3 | 1.24 ACRE |
| CLEARING & GRUBBING WITHIN RIGHT OF WAY | 1 LS | |
| UNCLASSIFIED EXCAVATION | 2,392 CY | |
| BORROW EXCAVATION | 1,568 CY | |
| FINE GRADING | 733 SY |
| TRAFFIC CONTROL | 1 LS | |
| BARRICADE - TYPE III | 84 LF | |
| PERMANENT CONSTRUCTION SIGNS (BARRICADE MOUNTED) | 70 SF | |
| TEMPORARY BARRIER FENCE (ORANGE) | 2,025 LF |
| PAVEMENT MARKINGS(TEMPORARY-PAINT)-4" WHITE SOLID LINES | 2,100 LF | |
| PAVEMENT MARKINGS(TEMPORARY-PAINT)-4" YELLOW SOLID LINES | 2,100 LF | |
| 4" WHITE SOLID LINES (PVT. EDGE LINES) THERMO.- 90 MIL. | 1,700 LF | |
| 4" YELLOW SOLID LINES(PVT.EDGE LINES) THERMO-90 MIL. | 1,700 LF |
| AGRICULTURAL GRANULAR LIME | 2,483 LB | |
| AGGREGATE NO.5 OR 57 FOR EROSION CONTROL | 210 TON | |
| STABILIZED CONSTRUCTION ENTRANCE | 550 SY |
| MOBILIZATION | 1 LS |
| CONCRETE CURB AND GUTTER(2'-0") VERTICAL FACE | 85 LF |
| BONDS AND INSURANCE | 1 LS | |
| CONSTRUCTION STAKES, LINES & GRADES | 1 EA | |
| CPM PROGRESS SCHEDULE | 1 LS | |
| MAINTENANCE STONE | 100 TON | |
| TYPE B - FLASHING LIGHT | 16 EA | |
| TEMPORARY YELLOW PAVEMENT MARKERS BI-DIR.- 4"X4" | 30 EA | |
| PERMANENT YELLOW PAVEMENT MARKERS BI-DIR.- 4"X4" | 30 EA | |
| PREF.FLEX.RETRO.PVMT.MARK(T-1)PERM.(60MIL)4"WH.SOLID | 400 LF | |
| PREF.FLEX.RETRO.PVMT.MARK(T-1)PERM.(60MIL)4"YEL.SOL. | 400 LF | |
| GROOVED SURFACE FINISH | 514 SY | |
| CROSSHOLE SONIC LOGGING SETUP | 2 EA | |
| CONSTRUCTION CASING - 48" DIAMETER | 48 LF | |
| RIP-RAP (CLASS A) | 347 TON | |
| RIP-RAP (CLASS B) | 413 TON | |
| MOVING ITEM NO. 5x12 metal gate on two 8 inch diameter wood posts | 1 LS | |
| RIGHT OF WAY PLAT | 1 LS |
| PERMANENT COVER | 1.24 ACRE |
| TEMPORARY COVER | 0.62 ACRE |
| SELECTIVE WATERING | 54,300 GAL |
| MOWING | 4 ACRE |
| SILT BASINS | 119 CY |
| CLEANING SILT BASINS | 186 CY |