Ric-SR 603-13.57
Richland County · est $1.2M
Bid dateThursday, May 11—
Richland County · est $1.2M
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 56 more items below.
| Item | Quantity | R1Mosser Construction INC | R2Rietschlin Construction INC | % of bid |
|---|---|---|---|---|
| 515E12090 PRESTRESSED CONCRETE COMPOSITE BOX BEAM BRIDGE MEM | 8 EACH | $29,500 | $23,500 | 27% |
| 511E44110 CLASS QC1 CONCRETE, ABUTMENT NOT INCLUDING FOOTING | 111 CY | $750 | $510 | 9% |
| 511E31610 CLASS QC2 CONCRETE, SUPERSTRUCTURE | 71 CY | $900 | $1,200 | 7% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $58,000 | $85,000 | 7% |
| 526E25000 REINFORCED CONCRETE APPROACH SLABS (T=15") | 178 SY | $305 | $290 | 6% |
| 203E20000 EMBANKMENT | 1,926 CY | $23.00 | $11.00 | 5% |
| 624E10000 MOBILIZATION | 1 LS | $40,000 | $50,000 | 5% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 172 CY | $217 | $240 | 4% |
| 517E70000 RAILING (TWIN STEEL TUBE) | 148 FT | $240 | $229 | 4% |
| 203E10000 EXCAVATION | 1,686 CY | $21.00 | $17.50 | 4% |
| 304E20000 AGGREGATE BASE | 229 CY | $130 | $103 | 3% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 74 CY | $372 | $410 | 3% |
| 509E10000 EPOXY COATED REINFORCING STEEL | 18,257 LB | $1.50 | $1.75 | 3% |
| 202E23000 PAVEMENT REMOVED | 648 SY | $42.00 | $29.00 | 3% |
| 611E04400 12" CONDUIT, TYPE B | 303 FT | $70.00 | $80.00 | 2% |
| 609E24510 CURB, TYPE 4-C | 594 FT | $24.00 | $27.50 | 2% |
| 601E32100 ROCK CHANNEL PROTECTION, TYPE B WITH FILTER | 71 CY | $180 | $132 | 1% |
| 606E15050 GUARDRAIL, TYPE MGS | 605 FT | $20.00 | $20.25 | 1% |
| 526E90010 TYPE A INSTALLATION | 75 FT | $155 | $194 | 1% |
| 611E98180 CATCH BASIN, NO. 3A | 4 EACH | $2,700 | $3,700 | 1% |
| Item | Quantity | R1Mosser Construction INC | R2Rietschlin Construction INC |
|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $9,000 | $10,000 |
| 202E38000 GUARDRAIL REMOVED | 694 FT | $4.03 | $6.00 |
| 204E10000 SUBGRADE COMPACTION | 1,167 SY | $5.00 | $2.00 |
| 606E26050 ANCHOR ASSEMBLY, MGS TYPE B | 3 EACH | $2,100 | $2,385 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E, MASH 2016 | 1 EACH | $2,400 | $2,827 |
| 606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 4 EACH | $2,050 | $2,574 |
| 623E38500 MONUMENT ASSEMBLY | 2 EACH | $1,500 |
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 →
| $800 |
| 601E21060 TIED CONCRETE BLOCK MAT WITH TYPE 2 UNDERLAYMENT | 7 SY | $90.00 | $205 |
| 601E32200 ROCK CHANNEL PROTECTION, TYPE C WITH FILTER | 5 CY | $200 | $370 |
| 601E35100 ROCK CHANNEL PROTECTION, MISC.:EXISTING RCP REMOVE | 1 LS | $10,500 | $7,000 |
| 659E00100 SOIL ANALYSIS TEST | 2 EACH | $98.00 | $108 |
| 659E00300 TOPSOIL | 191 CY | $23.00 | $39.50 |
| 659E10000 SEEDING AND MULCHING | 1,720 SY | $2.32 | $2.55 |
| 659E14000 REPAIR SEEDING AND MULCHING | 86 SY | $0.78 | $1.00 |
| 659E15000 INTER-SEEDING | 86 SY | $0.78 | $1.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.23 TON | $890 | $1,000 |
| 659E31000 LIME | 0.36 ACRE | $152 | $170 |
| 659E35000 WATER | 9 MGAL | $1.00 | $2.00 |
| 832E30000 EROSION CONTROL | 3,000 EACH | $1.00 | $1.00 |
| 602E20000 CONCRETE MASONRY | 0.4 CY | $3,300 | $4,000 |
| 605E11110 6" SHALLOW PIPE UNDERDRAINS WITH GEOTEXTILE FABRIC | 541 FT | $15.00 | $22.00 |
| 611E00510 6" CONDUIT, TYPE F FOR UNDERDRAIN OUTLETS | 40 FT | $13.00 | $44.00 |
| 611E05200 12" CONDUIT, TYPE F | 40 FT | $33.00 | $108 |
| 611E98410 CATCH BASIN, NO. 8 | 1 EACH | $3,500 | $5,200 |
| 611E99574 MANHOLE, NO. 3 | 1 EACH | $4,300 | $4,400 |
| 407E20000 NON-TRACKING TACK COAT | 146 GAL | $2.50 | $3.00 |
| 620E00500 DELINEATOR, POST GROUND MOUNTED, TYPE C | 7 EACH | $92.00 | $72.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2 (BI-DIRECTIONAL) | 11 EACH | $10.00 | $14.00 |
| 630E02100 GROUND MOUNTED SUPPORT, NO. 2 POST | 15 FT | $7.35 | $21.00 |
| 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST | 14.5 FT | $8.15 | $25.00 |
| 630E80100 SIGN, FLAT SHEET | 2 SF | $26.35 | $27.50 |
| 630E85000 REMOVAL OF GROUND MOUNTED SIGN AND STORAGE | 1 EACH | $48.00 | $28.00 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 1 EACH | $47.00 | $72.00 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 2 EACH | $22.95 | $17.00 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 0.16 MILE | $5,000 | $10,900 |
| 642E00300 CENTER LINE, TYPE 1 | 0.05 MILE | $5,000 | $14,600 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 24 HOUR | $65.00 | $80.00 |
| 614E12420 DETOUR SIGNING | 1 LS | $8,450 | $10,000 |
| 202E22900 APPROACH SLAB REMOVED | 134 SY | $50.00 | $50.00 |
| 202E23500 WEARING COURSE REMOVED | 372 SY | $6.00 | $7.00 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $100 | $16,500 |
| 503E21100 UNCLASSIFIED EXCAVATION | 100 CY | $95.00 | $290 |
| 510E10000 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | 134 EACH | $25.00 | $22.00 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 109 SY | $24.00 | $31.00 |
| 516E13900 2" PREFORMED EXPANSION JOINT FILLER | 65 SF | $12.00 | $14.00 |
| 516E14020 SEMI-INTEGRAL ABUTMENT EXPANSION JOINT SEAL | 75 FT | $50.00 | $36.00 |
| 516E41100 1/8" PREFORMED BEARING PAD | 16 EACH | $35.00 | $74.00 |
| 516E43100 ELASTOMERIC BEARING WITH INTERNAL LAMINATES ONLY ( | 32 EACH | $250 | $262 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 68 CY | $110 | $94.00 |
| 518E22300 SPECIAL - STEEL DRIP STRIP | 165 FT | $23.00 | $18.00 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 143 FT | $12.00 | $15.00 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 40 FT | $12.00 | $27.00 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $8,500 | $15,000 |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $3,500 | $5,000 |
| 619E16010 FIELD OFFICE, TYPE B | 6 MNTH | $1,700 | $1,870 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $8,500 | $10,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 515E12090 PRESTRESSED CONCRETE COMPOSITE BOX BEAM BRIDGE MEM | 8 EACH | $29,500 | $236k | 22% |
| 511E44110 CLASS QC1 CONCRETE, ABUTMENT NOT INCLUDING FOOTING | 111 CY | $750 | $83k | 8% |
| 511E31610 CLASS QC2 CONCRETE, SUPERSTRUCTURE | 71 CY | $900 | $64k | 6% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $58,000 | $58k | 5% |
| 526E25000 REINFORCED CONCRETE APPROACH SLABS (T=15") | 178 SY | $305 | $54k | 5% |
| 203E20000 EMBANKMENT | 1,926 CY | $23 | $44k | 4% |
| 624E10000 MOBILIZATION | 1 LS | $40,000 | $40k | 4% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 172 CY | $217 | $37k | 4% |
| 517E70000 RAILING (TWIN STEEL TUBE) | 148 FT | $239.75 | $35k | 3% |
| 203E10000 EXCAVATION | 1,686 CY | $21 | $35k | 3% |