Moe-SR 7-02.21
Monroe County · est $9.6M
Bid dateThursday, March 21—
Monroe County · est $9.6M
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 90 more items below.
| Item | Quantity | R1Shelly & Sands INC | R2Alan Stone CO INC | % of bid |
|---|---|---|---|---|
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 7,473 CY | $281 | $327 | 23% |
| 442E10100 ASPHALT CONCRETE INTERMEDIATE COURSE, 19 MM, TYPE | 7,705 CY | $215 | $250 | 18% |
| 442E10000 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 5,219 CY | $271 | $300 | 15% |
| 304E20000 AGGREGATE BASE | 7,883 CY | $110 | $120 | 9% |
| 203E10000 EXCAVATION | 17,230 CY | $33.50 | $40.00 | 6% |
| 614E11001 MAINTAINING TRAFFIC, AS PER PLAN(A) | 1 LS | $385,250 | $450,000 | 4% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE(T=2") | 118,198 SY | $3.10 | $3.50 | 4% |
| 624E10000 MOBILIZATION | 1 LS | $350,000 | $180,000 | 4% |
| 832E30000 EROSION CONTROL | 200,000 EACH | $1.00 | $1.00 | 2% |
| 605E31100 AGGREGATE DRAINS | 20,460 FT | $9.50 | $20.00 | 2% |
| 611E05701 15" CONDUIT, TYPE A, AS PER PLAN | 841 FT | $175 | $240 | 2% |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 7,250 FT | $19.00 | $20.00 | 1% |
| 209E10000 DITCH CLEANOUT | 31,621 FT | $4.00 | $2.50 | 1% |
| 606E15050 GUARDRAIL, TYPE MGS | 7,038 FT | $17.80 | $20.00 | 1% |
| 659E10000 SEEDING AND MULCHING | 191,794 SY | $0.64 | $1.00 | 1% |
| 874E21000 LONGITUDINAL JOINT PREPARATION | 6.46 MILE | $18,000 | $21,000 | 1% |
| 204E30010 GRANULAR MATERIAL, TYPE B | 1,216 CY | $90.00 | $120 | 1% |
| 611E05901 15" CONDUIT, TYPE B, AS PER PLAN | 598 FT | $180 | $230 | 1% |
| 601E39000 PAVED GUTTER, TYPE 4 | 995 FT | $95.00 | $120 | 1% |
| 611E07201 18" CONDUIT, TYPE A, AS PER PLAN | 459 FT | $205 | $260 | 1% |
| Item | Quantity | R1Shelly & Sands INC | R2Alan Stone CO INC |
|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $65,000 | $94,000 |
| 202E20010 HEADWALL REMOVED | 16 EACH | $350 | $850 |
| 202E30000 WALK REMOVED | 60 SF | $5.00 | $15.00 |
| 202E32700 GUTTER REMOVED | 12 SY | $45.00 | $200 |
| 202E35100 PIPE REMOVED, 24" AND UNDER | 2,116 FT | $20.00 | $15.00 |
| 202E38000 GUARDRAIL REMOVED | 10,351 FT | $1.90 | $3.50 |
| 202E58100 CATCH BASIN REMOVED | 17 EACH | $450 | $710 |
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 →
| 202E58101 CATCH BASIN REMOVED, AS PER PLAN | 25 EACH | $1,300 | $800 |
| 202E58501 CATCH BASIN ABANDONED, AS PER PLAN | 1 EACH | $1,700 | $1,400 |
| 202E70000 SPECIAL - FILL AND PLUG EXISTING CONDUIT,(VARIES) | 1,083 FT | $17.00 | $55.00 |
| 203E20000 EMBANKMENT | 611 CY | $40.00 | $60.00 |
| 204E10000 SUBGRADE COMPACTION | 50,930 SY | $1.00 | $3.50 |
| 204E13000 EXCAVATION OF SUBGRADE | 894 CY | $30.00 | $40.00 |
| 204E50000 GEOTEXTILE FABRIC | 3,646 SY | $1.00 | $1.50 |
| 209E60500 LINEAR GRADING | 11.76 MILE | $1,700 | $5,200 |
| 209E70000 BORROW | 2,900 CY | $29.00 | $35.00 |
| 606E15051 GUARDRAIL, TYPE MGS, AS PER PLAN(A) | 88 FT | $85.00 | $10.00 |
| 606E15051 GUARDRAIL, TYPE MGS, AS PER PLAN(B) | 25 FT | $14.70 | $20.00 |
| 606E15350 GUARDRAIL, TYPE MGS WITH SOCKETED POSTS | 13 FT | $162 | $150 |
| 606E17350 GUARDRAIL, TYPE MGS, 25' LONG-SPAN | 50 FT | $19.00 | $30.00 |
| 606E20050 ROUNDED END SECTION | 52 EACH | $50.00 | $55.00 |
| 606E25550 ANCHOR ASSEMBLY, MGS TYPE A | 2 EACH | $1,630 | $1,700 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E MASH 2016 | 16 EACH | $2,240 | $2,700 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 46 EACH | $1,030 | $1,300 |
| 690E50350 SPECIAL - MAILBOX REMOVED AND RESET | 10 EACH | $250 | $110 |
| 690E98000 SPECIAL - TEMPORARY MAILBOX WITH SUPPORT | 75 EACH | $250 | $290 |
| 601E28000 DUMPED ROCK FILL, TYPE D | 2 CY | $325 | $450 |
| 601E32100 ROCK CHANNEL PROTECTION, TYPE B WITH FILTER | 107 CY | $190 | $190 |
| 601E38000 PAVED GUTTER, TYPE 1-4 | 10 FT | $115 | $390 |
| 659E00300 TOPSOIL | 1,943 CY | $22.00 | $25.00 |
| 659E14000 REPAIR SEEDING AND MULCHING | 9,578 SY | $0.64 | $1.00 |
| 659E15000 INTER-SEEDING | 9,578 SY | $0.01 | $0.80 |
| 659E20000 COMMERCIAL FERTILIZER | 17.3 TON | $250 | $990 |
| 659E31000 LIME | 39.6 ACRE | $25.00 | $200 |
| 659E35000 WATER | 1,035 MGAL | $0.01 | $1.00 |
| 670E00500 SLOPE EROSION PROTECTION | 17,230 SY | $1.20 | $1.53 |
| 832E15000 STORM WATER POLLUTION PREVENTION PLAN | 1 LS | $4,000 | $4,500 |
| 832E15002 STORM WATER POLLUTION PREVENTION INSPECTIONS | 1 LS | $25,000 | $24,000 |
| 832E15010 STORM WATER POLLUTION PREVENTION INSPECTION SOFTWA | 1 LS | $15,500 | $16,000 |
| 602E20000 CONCRETE MASONRY | 19.2 CY | $2,500 | $5,800 |
| 605E13402 6" UNCLASSIFIED PIPE UNDERDRAINS FOR SPRINGS | 50 FT | $20.00 | $20.00 |
| 605E14000 6" BASE PIPE UNDERDRAINS | 1,808 FT | $11.00 | $25.00 |
| 605E32200 AGGREGATE DRAINS FOR SPRINGS | 50 FT | $15.00 | $20.00 |
| 611E01500 6" CONDUIT, TYPE F | 243 FT | $30.00 | $50.00 |
| 611E04600 12" CONDUIT, TYPE C | 30 FT | $150 | $200 |
| 611E07401 18" CONDUIT, TYPE B, AS PER PLAN | 112 FT | $200 | $280 |
| 611E07600 18" CONDUIT, TYPE C | 770 FT | $97.00 | $90.00 |
| 611E08701 21" CONDUIT, TYPE A, AS PER PLAN | 61 FT | $185 | $270 |
| 611E10201 24" CONDUIT, TYPE A, AS PER PLAN | 56 FT | $200 | $310 |
| 611E10401 24" CONDUIT, TYPE B, AS PER PLAN | 83 FT | $240 | $230 |
| 611E98470 CATCH BASIN, NO. 2-2B | 11 EACH | $3,100 | $4,600 |
| 611E98471 CATCH BASIN, NO. 2-2B, AS PER PLAN | 1 EACH | $4,300 | $6,200 |
| 611E98504 CATCH BASIN, NO. 2-2C | 1 EACH | $3,500 | $4,700 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 7 EACH | $650 | $710 |
| 304E20001 AGGREGATE BASE, AS PER PLAN | 1,250 CY | $73.00 | $100 |
| 407E20000 NON-TRACKING TACK COAT | 17,136 GAL | $4.00 | $4.50 |
| 452E10050 6" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC MS | 21 SY | $155 | $280 |
| 618E43000 RUMBLE STRIPES, CENTER LINE (ASPHALT CONCRETE) | 6.46 MILE | $1,100 | $3,100 |
| 621E00100 RPM | 427 EACH | $37.00 | $40.00 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 427 EACH | $6.00 | $15.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2 BIDIRECTIONAL | 301 EACH | $10.00 | $10.00 |
| 630E02100 GROUND MOUNTED SUPPORT, NO. 2 POST | 139 FT | $13.00 | $15.00 |
| 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST | 589 FT | $14.00 | $15.00 |
| 630E08600 SIGN POST REFLECTOR | 8 EACH | $33.00 | $45.00 |
| 630E80100 SIGN, FLAT SHEET | 285.25 SF | $22.00 | $20.00 |
| 630E80600 SIGN, DOUBLE FACED, MILE MARKER | 6 EACH | $60.00 | $110 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 66 EACH | $15.00 | $20.00 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 2 EACH | $80.00 | $140 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 54 EACH | $15.00 | $20.00 |
| 642E30030 REMOVAL OF PAVEMENT MARKING | 38.76 MILE | $2,215 | $3,300 |
| 644E00104 EDGE LINE, 6" | 12.92 MILE | $4,047 | $4,500 |
| 644E00300 CENTER LINE | 6.46 MILE | $3,565 | $4,000 |
| 644E00500 STOP LINE | 120 FT | $14.00 | $15.00 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 320 HOUR | $79.00 | $90.00 |
| 614E12384 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $7,000 | $2,500 |
| 614E12460 WORK ZONE MARKING SIGN | 64 EACH | $90.00 | $100 |
| 614E12740 WORK ZONE LIGHTING SYSTEM | 1 EACH | $8,700 | $1,500 |
| 614E13310 BARRIER REFLECTOR, TYPE 1, BIDIRECTIONAL | 46 EACH | $12.00 | $30.00 |
| 614E13360 OBJECT MARKER, TWO WAY | 46 EACH | $15.00 | $30.00 |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 40 SNMT | $1,650 | $1,900 |
| 614E21100 WORK ZONE CENTER LINE, CLASS I, 642 PAINT | 25.84 MILE | $1,700 | $1,900 |
| 614E22110 WORK ZONE EDGE LINE, CLASS I, 6", 642 PAINT | 52.57 MILE | $1,350 | $1,500 |
| 614E26000 WORK ZONE STOP LINE, CLASS I | 24 FT | $12.00 | $15.00 |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 2,260 FT | $14.00 | $14.00 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $4,000 | $15,000 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $52,000 | $75,000 |
| 111E10100 SPECIAL - DEPARTMENTS SHARE FACILITATED PARTNERING | 7,000 EACH | $1.00 | $1.00 |
| 614E11001 MAINTAINING TRAFFIC, AS PER PLAN(B) | 1 LS | $12,000 | $65,000 |
| 614E11001 MAINTAINING TRAFFIC, AS PER PLAN(C ) | 1 LS | $70,000 | $90,000 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $90,000 | $223,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 7,473 CY | $280.5 | $2.10M | 19% |
| 442E10100 ASPHALT CONCRETE INTERMEDIATE COURSE, 19 MM, TYPE | 7,705 CY | $215 | $1.66M | 15% |
| 442E10000 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 5,219 CY | $270.5 | $1.41M | 13% |
| 304E20000 AGGREGATE BASE | 7,883 CY | $110 | $867k | 8% |
| 203E10000 EXCAVATION | 17,230 CY | $33.5 | $577k | 5% |
| 614E11001 MAINTAINING TRAFFIC, AS PER PLAN(A) | 1 LS | $385,250 | $385k | 3% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE(T=2") | 118,198 SY | $3.1 | $366k | 3% |
| 624E10000 MOBILIZATION | 1 LS | $350,000 | $350k | 3% |
| 832E30000 EROSION CONTROL | 200,000 EACH | $1 | $200k | 2% |
| 605E31100 AGGREGATE DRAINS | 20,460 FT | $9.5 | $194k | 2% |