Per-SR 93-00.00
Perry County · est $8.7M
Bid dateThursday, December 14—
Perry County · est $8.7M
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 62 more items below.
| Item | Quantity | R1Shelly Company | % of bid |
|---|---|---|---|
| 441E10100 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (446), PG | 6,962 CY | $218 | 16% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 6,462 CY | $199 | 14% |
| 304E20000 AGGREGATE BASE | 11,432 CY | $98.00 | 12% |
| 441E10200 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 446 (5339 CY | $194 | 11% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $925,000 | 10% |
| 203E10001 EXCAVATION, AS PER PLAN | 17,894 CY | $49.50 | 9% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 1.50" | 172,915 SY | $2.50 | 5% |
| 690E12050 SPECIAL - REINFORCED MESH FOR TRANSVERSE AND/OR LO | 32,534 SY | $12.25 | 4% |
| 624E10000 MOBILIZATION | 1 LS | $349,000 | 4% |
| 255E20000 FULL DEPTH PAVEMENT SAWING | 58,560 FT | $4.35 | 3% |
| 606E15050 GUARDRAIL, TYPE MGS | 10,950.5 FT | $19.00 | 2% |
| 204E30020 GRANULAR MATERIAL, TYPE C | 2,000 CY | $99.00 | 2% |
| 253E02000 PAVEMENT REPAIR | 500 CY | $335 | 2% |
| 617E10101 COMPACTED AGGREGATE, AS PER PLAN | 1,787 CY | $88.00 | 2% |
| 204E10000 SUBGRADE COMPACTION | 35,787 SY | $3.25 | 1% |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E (NCHRP 350 OR MASH 201 | 43 EACH | $2,450 | 1% |
| 204E13000 EXCAVATION OF SUBGRADE | 2,000 CY | $49.50 | 1% |
| 644E00104 EDGE LINE, 6" | 21.76 MILE | $4,270 | 1% |
| 407E20000 NON-TRACKING TACK COAT | 20,231 GAL | $3.82 | 1% |
| 644E00300 CENTER LINE | 11.43 MILE | $5,703 | 1% |
| Item | Quantity | R1Shelly Company |
|---|---|---|
| 202E23500 WEARING COURSE REMOVED | 3,297 SY | $13.00 |
| 202E38001 GUARDRAIL REMOVED, AS PER PLAN | 11,004.5 FT | $2.00 |
| 202E42000 ANCHOR ASSEMBLY REMOVED, TYPE A | 66 EACH | $280 |
| 202E42040 ANCHOR ASSEMBLY REMOVED, TYPE T | 12 EACH | $100 |
| 209E60500 LINEAR GRADING | 20.76 MILE | $1,675 |
| 209E72051 PREPARING SUBGRADE FOR SHOULDER PAVING, AS PER PLA | 21.85 MILE | $1,675 |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 500 FT | $20.00 |
| 606E26050 ANCHOR ASSEMBLY, MGS TYPE B (NCHRP 350) | 6 EACH | $2,150 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 27 EACH |
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 →
| $1,100 |
| 606E98000 GUARDRAIL, MISC.: SHOULDER SUPPORT BENCHING | 500 FT | $12.00 |
| 605E31100 AGGREGATE DRAINS | 500 FT | $14.25 |
| 611E98630 CATCH BASIN ADJUSTED TO GRADE | 8 EACH | $950 |
| 611E99654 MANHOLE ADJUSTED TO GRADE | 8 EACH | $950 |
| 638E10800 VALVE BOX ADJUSTED TO GRADE | 2 EACH | $350 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 3.00" | 9,262 SY | $5.25 |
| 408E10001 PRIME COAT, AS PER PLAN | 10,238 GAL | $4.35 |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 118 CY | $450 |
| 512E33010 TYPE 3 WATERPROOFING | 180 SY | $36.50 |
| 516E31011 2" DEEP JOINT SEALER, AS PER PLAN (A) | 325 FT | $35.00 |
| 618E43000 RUMBLE STRIPES, CENTER LINE (ASPHALT CONCRETE) | 7.56 MILE | $1,730 |
| 874E21000 LONGITUDINAL JOINT PREPARATION | 7.6 MILE | $3,500 |
| 621E00100 RPM | 897 EACH | $40.00 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 897 EACH | $6.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2 (BIDIRECTIONAL) | 174 EACH | $10.00 |
| 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST | 112.5 FT | $20.00 |
| 630E80100 SIGN, FLAT SHEET | 42.9 SF | $25.00 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 10 EACH | $20.00 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 10 EACH | $20.00 |
| 632E26501 DETECTOR LOOP, AS PER PLAN | 2 EACH | $2,000 |
| 644E00400 CHANNELIZING LINE, 8" | 70 FT | $3.00 |
| 644E00500 STOP LINE | 516 FT | $9.90 |
| 644E00620 CROSSWALK LINE, 12" | 169 FT | $4.65 |
| 644E01000 RAILROAD SYMBOL MARKING | 2 EACH | $880 |
| 644E01300 LANE ARROW | 2 EACH | $135 |
| 646E10010 EDGE LINE, 6" | 0.08 MILE | $29,500 |
| 646E10200 CENTER LINE | 0.05 MILE | $48,000 |
| 646E50100 REMOVAL OF PAVEMENT MARKING | 12 FT | $20.00 |
| 646E50300 REMOVAL OF PAVEMENT MARKING | 0.01 MILE | $20,000 |
| 647E20212 HANDICAP SYMBOL MARKING, TYPE B125 | 2 EACH | $325 |
| 647E20512 PARKING LOT STALL MARKING, TYPE B125 | 25 FT | $10.00 |
| 642E30030 REMOVAL OF PAVEMENT MARKING | 0.12 MILE | $20,000 |
| 410E13001 TRAFFIC COMPACTED SURFACE, TYPE C, AS PER PLAN | 250 CY | $220 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 16 HOUR | $70.00 |
| 614E12460 WORK ZONE MARKING SIGN | 62 EACH | $85.00 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 10 CY | $600 |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 12 SNMT | $1,600 |
| 614E21100 WORK ZONE CENTER LINE, CLASS I, 642 PAINT | 11.48 MILE | $1,280 |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 11.48 MILE | $1,280 |
| 614E22110 WORK ZONE EDGE LINE, CLASS I, 6", 642 PAINT | 11.2 MILE | $890 |
| 614E23200 WORK ZONE CHANNELIZING LINE, CLASS I, 8", 642 PAIN | 70 FT | $1.00 |
| 614E23680 WORK ZONE CHANNELIZING LINE, CLASS III, 8", 642 PA | 70 FT | $1.00 |
| 614E26200 WORK ZONE STOP LINE, CLASS I, 642 PAINT | 44 FT | $3.00 |
| 614E26610 WORK ZONE STOP LINE, CLASS III, 642 PAINT | 44 FT | $3.00 |
| 512E10300 SEALING CONCRETE BRIDGE DECKS WITH HMWM RESIN | 341 SY | $18.50 |
| 512E10300 SEALING CONCRETE BRIDGE DECKS WITH HMWM RESIN | 625 SY | $18.50 |
| 512E10300 SEALING CONCRETE BRIDGE DECKS WITH HMWM RESIN | 171 SY | $18.50 |
| 516E31011 2" DEEP JOINT SEALER, AS PER PLAN (B) | 24 FT | $35.00 |
| 519E12300 PATCHING CONCRETE BRIDGE DECK - TYPE B | 5 SY | $1,350 |
| 100E00300 PREMIUM ON RAILROADS' PROTECTIVE PUBLIC LIABILITY | 1 LS | $7,000 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $50,000 |
| 619E16020 FIELD OFFICE, TYPE C | 18 MNTH | $3,000 |
| 623E10001 CONSTRUCTION LAYOUT STAKES AND SURVEYING, AS PER P | 1 LS | $43,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 441E10100 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (446), PG | 6,962 CY | $217.5 | $1.51M | 15% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 6,462 CY | $199 | $1.29M | 12% |
| 304E20000 AGGREGATE BASE | 11,432 CY | $98 | $1.12M | 11% |
| 441E10200 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 446 (5339 CY | $193.5 | $1.03M | 10% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $925,000 | $925k | 9% |
| 203E10001 EXCAVATION, AS PER PLAN | 17,894 CY | $49.5 | $886k | 9% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 1.50" | 172,915 SY | $2.5 | $432k | 4% |
| 690E12050 SPECIAL - REINFORCED MESH FOR TRANSVERSE AND/OR LO | 32,534 SY | $12.25 | $399k | 4% |
| 624E10000 MOBILIZATION | 1 LS | $349,000 | $349k | 3% |
| 255E20000 FULL DEPTH PAVEMENT SAWING | 58,560 FT | $4.35 | $255k | 2% |