S-12 (Springdale Rd) Bridge Replacement over L and C RR
Lancaster County
Bid dateTuesday, November 102:00 pm
Lancaster County
No plans pulled yet · United Infrastructure Group, INC. finishes low on 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. 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
146 advertised pay items from the SCDOT bid form. Open a category to see its items — unit prices appear here once bids open.
| REMOVAL OF STRUCTURES & OBSTRUCTIONS | 1 LS | |
| REMOVAL & DISPOSAL OF EXISTING BRIDGE | 1 LS | |
| REMOVAL & DISPOSAL OF EXISTING BRIDGE | 1 LS | |
| GEOGRID REINFORCEMENT (UNIAXIAL) | 1,995 SY | |
| WET & DRY EXCAVATION FOR BRIDGES | 485 CY | |
| CONC. FOR STRUCTURES - CLASS 4000 | 1,030.1 CY | |
| CONC. FOR STRUCTURES - CLASS 4000DS | 3 CY | |
| REINF. STEEL FOR STRUCTURES (BRIDGE) | 253,502 LB | |
| HOOP REINFORCING STEEL FOR STRUCTURES (BRIDGE) | 6,006 LB | |
| PRESTRESSED CONCRETE FLORIDA I-BEAM(36") | 774 LF | |
| PRESTRESSED CONCRETE FLORIDA I-BEAM(45") | 739.2 LF | |
| PILE DRIVING SET-UP | 15 EA | |
| REINF. PILE TIPS (HP14 X 73) | 10 EA | |
| REINF. PILE TIPS (HP14 X 89) | 5 EA | |
| STEEL H BEARING PILING (HP14 X 73) | 545 LF | |
| STEEL H BEARING PILING (HP14 X 89) | 215 LF | |
| MICROPILE SET-UP | 58 EA | |
| MICROPILES INSTALLED IN SOIL | 1,909 LF | |
| MICROPILES INSTALLED IN ROCK | 1,508 LF | |
| DRILLED SHAFT SET-UP | 3 EA | |
| DRILLED SHAFT WITH ROCK EXCAVATION - 42" DIAMETER | 30.5 LF | |
| DRILLED SHAFT WITH WET & DRY EXCAVATION - 48" DIAMETER | 42.4 LF | |
| DRILLED PILE SET-UP | 5 EA | |
| SOIL EXCAVATION FOR DRILLED PILE FOUNDATIONS - 30" DIAMETER | 85 LF | |
| ROCK EXCAVATION FOR DRILLED PILE FOUNDATIONS - 30" DIAMETER | 15 LF | |
| ELASTOMERIC BEARING | 50 EA | |
| WATERPROOFING | 60.8 SY | |
| RIGHT OF WAY MARKER(REBAR AND CAP) | 38 EA | |
| TURF REINFORCEMENT MATTING (TRM) TYPE 1 | 0.05 MSY | |
| TURF REINFORCEMENT MATTING (TRM) TYPE 2 | 0.5 MSY |
| SMALL PUBLIC SEWER RELOCATION NO. ____ 01 | 1 EA | |
| FURNISH & INSTALL 2.0" SCHEDULE 80 PVC CONDUIT | 1,560 LF | |
| 18" RC PIPE CUL.-CLASS III | 176 LF | |
| 18" RC PIPE CUL.-CLASS V | 350 LF | |
| 18" SMOOTH WALL PIPE | 449 LF | |
| CLEANING EXISTING PIPE | 128 LF | |
| CATCH BASIN -TYPE 16 | 4 EA | |
| DROP INLET (24" X 36") | 3 EA | |
| DROP INLET (24" X 36") WITH STANDARD 4' X 4' BOX | 1 EA | |
| MANHOLE | 1 EA | |
| PRECAST CONCRETE DRAINAGE BASE - 48" | 1 EA | |
| MANHOLE-CONVERT D.I. 24"X 36" | 1 EA | |
| ACCESSIBLE DRAINAGE GRATE FOR ADA | 1 EA | |
| BEVELING OF PIPE END | 3 EA | |
| AGGREGATE UNDERDRAIN(AGG#789)WITH 4"PERF.PIPE FOR STRUC | 330 TON | |
| GEOTEXTILE FOR EROSION CONTROL UNDER RIPRAP(CLASS 2)TYPE C | 1,422 SY |
| REMOVAL & DISPOSAL OF EXISTING ASPHALT PAVEMENT | 155 SY | |
| LIQUID ASPHALT BINDER PG64-22 | 305.83 TON | |
| MILLING EXISTING ASPHALT PAVEMENT 2.0" | 369 SY | |
| MILLING EXISTING ASPHALT PAVEMENT (VARIABLE) | 543 SY | |
| ASPHALT BASE COURSE - TYPE A | 1,605 TON | |
| ASPHALT BASE COURSE - TYPE B | 540 TON | |
| ASPHALT INTERMEDIATE COURSE TYPE B | 2,148.184 TON | |
| ASPHALT INTERMEDIATE COURSE TYPE C | 317.73 TON | |
| ASPHALT SURFACE COURSE TYPE B | 926 TON | |
| ASPHALT SURFACE COURSE TYPE C | 302.69 TON | |
| ASPHALT SURFACE COURSE TYPE E | 60.9 TON |
| 42" MASH CONCRETE BARRIER PARAPET/RAILING WALL HAND FORMED 01 | 396 LF | |
| 42" MASH CONCRETE BARRIER PARAPET/RAILING WALL | 380 LF | |
| MTBBC3 MASH THRIE-BEAM BARRIER CONNECTOR TL3 | 4 EA | |
| MTBBC2 MASH THRIE-BEAM BARRIER CONNECTOR TL2 | 4 EA | |
| FLUME INLET AT GUARDRAIL (HANDWORK) | 2 EA | |
| NON-MOW STRIP UNDER GUARDRAIL | 370 SY | |
| BRIDGE FENCE | 1 LS | |
| SILT FENCE | 5,600 LF | |
| REPLACE/REPAIR SILT FENCE | 560 LF | |
| FLOATING TURBIDITY BARRIER-MEDIUM DUTY(5'DEPTH) | 55 LF | |
| REMOVAL OF SILT RETAINED BY SILT FENCE | 1,400 LF |
| SMALL PUBLIC WATER RELOCATION NO. ____ 01 | 1 EA | |
| CLEARING & GRUBBING WITHIN RIGHT OF WAY | 1 LS | |
| UNCLASSIFIED EXCAVATION | 3,104 CY | |
| BORROW EXCAVATION | 22,193 CY | |
| FINE GRADING | 3,962 SY | |
| FLOWABLE FILL | 1.6 CY |
| PAVEMENT MARKING(TEMPORARY-EPOXY)-4"WHITE SOLID LINE | 380 LF | |
| PAVEMENT MARKING(TEMP.-EPOXY)4" YELLOW SOLID LINES | 380 LF | |
| 4" WHITE SOLID LINES (PVT. EDGE LINES) EPOXY PAINT SLOW CURE | 776 LF | |
| 4" WHITE SOLID LINES (PVT. EDGE LINES) THERMO.- 90 MIL. | 4,140 LF | |
| 6" WHITE SOLID LINES (PVT. EDGE LINES) THERMO.- 90 MIL. | 108 LF | |
| 4" YELLOW SOLID LINES(PVT.EDGE LINES) THERMO-90 MIL. | 3,634 LF |
| STRAW OR HAY MULCH WITH TACKIFIER | 4.28 ACRE | |
| FERTILIZER (NITROGEN) | 254.8 LB | |
| FERTILIZER (PHOSPHORIC ACID) | 254.8 LB | |
| FERTILIZER (POTASH) | 254.8 LB | |
| TEMPORARY EROSION CONTROL BLANKET (ECB) | 0.86 MSY | |
| HYDRAULIC EROSION CONTROL PRODUCT (HECP) - TYPE 3 | 4.26 ACRE |
| PERMANENT CONSTRUCTION SIGNS (GROUND MOUNTED) | 256 SF | |
| FLAT SHEET, TYPE III, FIXED SZ. & MSG. SIGN | 158.41 SF | |
| U-SECTION POST FOR SIGN SUPPORTS - 2P | 114 LF | |
| U-SECTION POST FOR SIGN SUPPORTS - 3P | 195 LF | |
| INSTALL FLAT SHEET SIZE DETERMINED BY MESSAGE-GROUND MOUNT | 9 SF |
| DRIVEWAY PAVING-SURFACE TYPE C | 292 TON | |
| 4' SLOPE FLUME (6" CURB STYLE WITH CUTOFFS) | 34 LF | |
| CONCRETE CURB AND GUTTER(2'-0") VERTICAL FACE | 201.34 LF | |
| CONCRETE SIDEWALK(4" UNIFORM) | 38 SY |
| TRAFFIC CONTROL | 1 LS | |
| BARRICADE - TYPE III | 168 LF | |
| PERMANENT CONSTRUCTION SIGNS (BARRICADE MOUNTED) | 140 SF | |
| TEMPORARY BARRIER FENCE (ORANGE) | 650 LF |
| AGRICULTURAL GRANULAR LIME | 5,096 LB | |
| AGGREGATE NO.5 OR 57 FOR EROSION CONTROL | 17 TON | |
| STABILIZED CONSTRUCTION ENTRANCE | 1,100 SY |
| REMOVAL & DISPOSAL OF EXISTING PAVEMENT | 1,777 SY | |
| REMOVAL OF WOOD POST | 1 EA |
| MOBILIZATION | 1 LS |
| SLOPE PROTECTION-4" CONCRETE(FIBER REINFORCED) | 940 SY |
| BONDS AND INSURANCE | 1 LS | |
| RAILROAD INSURANCE 01 | 1 LS | |
| CONSTRUCTION STAKES, LINES & GRADES | 2 EA | |
| UTILITY RELOCATION NO. ____ 01 | 1 EA | |
| UTILITY STAKING | 1 LS | |
| CPM PROGRESS SCHEDULE | 1 LS | |
| TEMPORARY SHORING SYSTEM | 290 LF | |
| MAINTENANCE STONE | 462 TON | |
| TYPE B - FLASHING LIGHT | 32 EA | |
| 4"YELLOW SOLID LINES-PVT.EDGE&NO PASSING ZONE - EPOXY PAINT SLOW | 776 LF | |
| 4" WHITE BROKEN LINES(GAPS EXCL.)THERMOPLASTIC- 90 MIL. | 130 LF | |
| 8" WHITE SOLID LINES THERMOPLASTIC - 125 MIL. | 129 LF | |
| 24" WHITE SOLID LINES (STOP/DIAG LINES)-THERMO.-125 MIL | 156 LF | |
| 4" YELLOW BROKEN LINES(GAPS EXC)THERMOPLASTIC - 90 MIL. | 108 LF | |
| PERMANENT YELLOW PAVEMENT MARKERS BI-DIR.- 4"X4" | 32 EA | |
| GROOVED SURFACE FINISH | 1,368 SY |
| INLET STRUCTURE FILTER - TYPE F (WEIGHTED) | 85 LF |
| INLET FILTER CLEANING | 3 EA |
| CLEANING INLET STRUCTURE FILTERS | 7 EA |
| INLET STRUCTURE FILTER - TYPE B | 7 EA |
| INLET STRUCTURE FILTER - TYPE A | 48 LF |
| VERIFICATION LOAD TEST | 4 EA |
| PROOF LOAD TEST | 6 EA |
| CROSSHOLE SONIC LOGGING SETUP | 3 EA |
| CONSTRUCTION CASING - 48" DIAMETER | 48.4 LF |
| PRECAST CONCRETE RISER - 48" DIAMETER | 5 LF |
| EXTRA DEPTH OF BOX | 4.5 LF |
| RIP-RAP (CLASS A) | 176 TON |
| RIP-RAP (CLASS B) | 808 TON |
| MT3 LEADING END TREATMENT TL3 | 4 EA |
| MT2 LEADING END TREATMENT TL2 | 4 EA |
| MGS3 GR STANDARD SHOULDER | 250 LF |
| MGS3CS GR COMPRESSED SHOULDER | 325 LF |
| RIGHT OF WAY PLAT | 1 LS |
| PERMANENT COVER | 2.55 ACRE |
| TEMPORARY COVER | 1.69 ACRE |
| COMPOST | 221.83 CY |
| SELECTIVE WATERING | 108,600 GAL |
| MOWING | 8.47 ACRE |
| CLEANING SILT BASINS | 42 CY |