Replacement of a 60 Foot Bridge on S 92
Orangeburg County
Bid dateTuesday, August 112:00 pm
Orangeburg 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
85 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 | |
| GRANULAR BRIDGE LIFT MATERIAL | 100 CY | |
| CONC. FOR STRUCTURES - CLASS 4000 | 97.8 CY | |
| REINF. STEEL FOR STRUCTURES (BRIDGE) | 32,490 LB | |
| 3'-0" X 2'-9" BOX BEAM | 898.8 LF | |
| PILE DRIVING SET-UP | 12 EA | |
| STEEL H BEARING INDEX PILING (HP14 X 89) | 684 LF | |
| ELASTOMERIC BEARING | 20 EA | |
| WATERPROOFING | 20.6 SY | |
| LIQUID MEMBRANE WATERPROOFING (BRIDGE DECK) | 279 SY | |
| RIGHT OF WAY MARKER(REBAR AND CAP) | 16 EA |
| FURNISH & INSTALL 2.0" SCHEDULE 80 PVC CONDUIT | 524 LF | |
| 24" SMOOTH WALL PIPE | 44 LF | |
| 30" SMOOTH WALL PIPE | 156 LF | |
| 36" SMOOTH WALL PIPE | 88 LF | |
| BEVELING OF PIPE END | 8 EA | |
| AGGREGATE UNDERDRAIN(AGG#789)WITH 4"PERF.PIPE FOR STRUC | 76 TON | |
| GEOTEXTILE FOR EROSION CONTROL UNDER RIPRAP(CLASS 2)TYPE B | 657 SY | |
| GEOTEXTILE FOR EROSION CONTROL UNDER RIPRAP(CLASS 2)TYPE C | 50 SY |
| 42" MASH CONCRETE BARRIER PARAPET/RAILING WALL | 260 LF | |
| MTBBC3 MASH THRIE-BEAM BARRIER CONNECTOR TL3 | 4 EA | |
| FLUME INLET AT GUARDRAIL (HANDWORK) | 2 EA | |
| NON-MOW STRIP UNDER GUARDRAIL | 565 SY | |
| SILT FENCE | 5,410 LF | |
| REPLACE/REPAIR SILT FENCE | 541 LF | |
| FLOATING TURBIDITY BARRIER-HEAVY DUTY(5'DEPTH) | 400 LF | |
| REMOVAL OF SILT RETAINED BY SILT FENCE | 1,353 LF |
| REMOVAL & DISPOSAL OF EXISTING ASPHALT PAVEMENT | 2,262 SY | |
| HMA SHOULDER WIDENING COURSE | 169 TON | |
| LIQUID ASPHALT BINDER PG64-22 | 67 TON | |
| MILLING EXISTING ASPHALT PAVEMENT (VARIABLE) | 533 SY | |
| ASPHALT BASE COURSE - TYPE B | 345 TON | |
| ASPHALT INTERMEDIATE COURSE TYPE C | 579 TON | |
| ASPHALT SURFACE COURSE TYPE C | 344 TON |
| CLEARING & GRUBBING WITHIN ROADWAY | 1 LS | |
| UNCLASSIFIED EXCAVATION | 53 CY | |
| BORROW EXCAVATION | 11,561 CY | |
| MUCK EXCAVATION | 2,416 CY | |
| FINE GRADING | 2,598 SY | |
| FLOWABLE FILL | 200 CY |
| FERTILIZER (NITROGEN) | 71.06 LB | |
| FERTILIZER (PHOSPHORIC ACID) | 71.06 LB | |
| FERTILIZER (POTASH) | 71.06 LB | |
| TEMPORARY EROSION CONTROL BLANKET (ECB) | 1 MSY | |
| HYDRAULIC EROSION CONTROL PRODUCT (HECP) - TYPE 3 | 3.56 ACRE | |
| SEDIMENT TUBES FOR DITCH CHECKS | 200 LF |
| GEOTEXTILE, STABILIZATION | 1,698 SY | |
| GEOGRID STABILIZATION | 2,730 SY | |
| AGRICULTURAL GRANULAR LIME | 1,421.2 LB | |
| STABILIZED CONSTRUCTION ENTRANCE | 550 SY |
| TRAFFIC CONTROL | 1 LS | |
| BARRICADE - TYPE III | 84 LF | |
| PERMANENT CONSTRUCTION SIGNS (BARRICADE MOUNTED) | 70 SF | |
| TEMPORARY BARRIER FENCE (ORANGE) | 492 LF |
| PERMANENT CONSTRUCTION SIGNS (GROUND MOUNTED) | 128 SF | |
| FLAT SHEET, TYPE III, FIXED SZ. & MSG. SIGN | 18 SF | |
| U-SECTION POST FOR SIGN SUPPORTS - 2P | 44 LF | |
| U-SECTION POST FOR SIGN SUPPORTS - 3P | 20 LF |
| PAVEMENT MARKINGS(TEMPORARY-PAINT)-4" WHITE SOLID LINES | 2,800 LF | |
| PAVEMENT MARKINGS(TEMPORARY-PAINT)-4" YELLOW SOLID LINES | 2,800 LF | |
| 4" WHITE SOLID LINES (PVT. EDGE LINES) THERMO.- 90 MIL. | 2,900 LF | |
| 4" YELLOW SOLID LINES(PVT.EDGE LINES) THERMO-90 MIL. | 2,900 LF |
| 4' SLOPE FLUME (6" CURB STYLE WITH CUTOFFS) | 35 LF | |
| CONCRETE CURB AND GUTTER(2'-0") VERTICAL FACE | 44 LF |
| MOBILIZATION | 1 LS |
| BONDS AND INSURANCE | 1 LS | |
| CONSTRUCTION STAKES, LINES & GRADES | 1 EA | |
| UTILITY STAKING | 1 LS | |
| CPM PROGRESS SCHEDULE | 1 LS | |
| NO. 57 STONE FOR BACKFILL | 1,898 TON | |
| MAINTENANCE STONE | 10 TON | |
| FULL DEPTH ASPH. PAV. PATCHING 6" UNIF. | 175 SY | |
| TYPE B - FLASHING LIGHT | 16 EA | |
| PERMANENT YELLOW PAVEMENT MARKERS BI-DIR.- 4"X4" | 20 EA | |
| MILLED-IN RUMBLE STRIP | 0.5 MI | |
| RIP-RAP (CLASS B) | 572 TON | |
| MT3 LEADING END TREATMENT TL3 | 4 EA | |
| MGS3 GR STANDARD SHOULDER | 950 LF | |
| RIGHT OF WAY PLAT | 1 LS | |
| PERMANENT COVER | 0.71 ACRE | |
| TEMPORARY COVER | 1.07 ACRE | |
| COMPOST | 191.07 CY |
| SELECTIVE WATERING | 54,300 GAL |
| MOWING | 3.55 ACRE |