MOT-Spinning Rd Ph 1-00.00-00.61
Montgomery County · est $0.9M
Bid dateThursday, August 24—
Montgomery County · est $0.9M
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 39 more items below.
| Item | Quantity | R1Barrett Paving Materials INC | R2John R Jurgensen Company | % of bid |
|---|---|---|---|---|
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 603 CY | $220 | $263 | 16% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 377 CY | $290 | $396 | 14% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $90,000 | $126,621 | 11% |
| 203E10000 EXCAVATION | 1,128 CY | $65.00 | $77.11 | 9% |
| 304E20000 AGGREGATE BASE | 384 CY | $130 | $247 | 6% |
| 609E24511 CURB, TYPE 4-C, AS PER PLAN | 2,201 FT | $22.00 | $25.21 | 6% |
| 611E04400 12" CONDUIT, TYPE B | 444 FT | $100 | $138 | 6% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, VARIABLE DEPTH | 14,449 SY | $2.50 | $2.91 | 4% |
| 611E98690 CATCH BASIN, MISC.: TYPE D CATCH BASIN | 7 EACH | $4,650 | $3,567 | 4% |
| 624E10000 MOBILIZATION | 1 LS | $25,000 | $40,000 | 3% |
| 613E41200 LOW STRENGTH MORTAR BACKFILL | 114 CY | $200 | $309 | 3% |
| 452E10011 6" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC 1P, | 282 SY | $80.00 | $89.08 | 3% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $20,000 | $5,447 | 2% |
| 659E00300 TOPSOIL | 254 CY | $75.00 | $95.72 | 2% |
| 690E12150 SPECIAL - ASPHALT REJUVENATING AGENT | 470 GAL | $40.00 | $40.71 | 2% |
| 204E30010 GRANULAR MATERIAL, TYPE B | 150 CY | $100 | $105 | 2% |
| 611E99654 MANHOLE ADJUSTED TO GRADE | 14 EACH | $1,000 | $790 | 2% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $12,500 | $6,827 | 2% |
| 832E30000 EROSION CONTROL | 9,000 EACH | $1.00 | $1.00 | 1% |
| 619E16010 FIELD OFFICE, TYPE B | 6 MNTH | $1,500 | $1,965 | 1% |
| Item | Quantity | R1Barrett Paving Materials INC | R2John R Jurgensen Company |
|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $5,000 | $581 |
| 202E23000 PAVEMENT REMOVED, (CONCRETE) | 200 SY | $30.00 | $57.36 |
| 202E32500 CURB AND GUTTER REMOVED | 1,002 FT | $8.00 | $10.44 |
| 202E35100 PIPE REMOVED, 24" AND UNDER | 112 FT | $38.00 | $50.24 |
| 202E58100 CATCH BASIN REMOVED | 8 EACH | $575 | $600 |
| 202E98200 REMOVAL MISC.: (ASPHALT CURB) | 380 FT | $2.00 | $10.56 |
| 204E10000 SUBGRADE COMPACTION | 1,997 SY |
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 →
| $4.00 |
| $3.57 |
| 204E13000 EXCAVATION OF SUBGRADE | 150 CY | $50.00 | $75.93 |
| 204E51000 GEOGRID | 480 SY | $7.00 | $7.85 |
| 608E52001 CURB RAMP, AS PER PLAN | 27 SF | $40.00 | $48.86 |
| 623E39500 MONUMENT ASSEMBLY ADJUSTED TO GRADE | 1 EACH | $1,350 | $882 |
| 659E00500 SEEDING AND MULCHING, CLASS 1 | 2,285 SY | $2.75 | $1.26 |
| 659E14000 REPAIR SEEDING AND MULCHING | 114 SY | $1.00 | $1.00 |
| 659E15000 INTER-SEEDING | 114 SY | $0.10 | $1.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.31 TON | $1,500 | $1,100 |
| 659E31000 LIME | 0.47 ACRE | $200 | $200 |
| 659E35000 WATER | 13 MGAL | $1.00 | $20.00 |
| 611E05900 15" CONDUIT, TYPE B | 5 FT | $150 | $565 |
| 611E98471 CATCH BASIN, NO. 2-2B, AS PER PLAN | 2 EACH | $3,500 | $3,175 |
| 611E98690 CATCH BASIN, MISC.: TYPE D (DOUBLE) CATCH BASIN | 1 EACH | $7,800 | $6,733 |
| 611E99574 MANHOLE, NO. 3 | 1 EACH | $4,500 | $5,418 |
| 407E20000 NON-TRACKING TACK COAT | 1,301 GAL | $3.50 | $4.00 |
| 638E10800 VALVE BOX ADJUSTED TO GRADE | 10 EACH | $670 | $888 |
| 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST | 232 FT | $13.00 | $13.00 |
| 630E80100 SIGN, FLAT SHEET | 133 SF | $21.00 | $20.37 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 13 EACH | $12.00 | $12.00 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 7 EACH | $55.00 | $55.00 |
| 644E00100 EDGE LINE, 4" | 0.78 MILE | $3,600 | $3,600 |
| 644E00300 CENTER LINE | 0.94 MILE | $6,225 | $6,225 |
| 644E00400 CHANNELIZING LINE, 8" | 765 FT | $1.75 | $1.75 |
| 644E00500 STOP LINE | 128 FT | $7.65 | $7.65 |
| 644E00620 CROSSWALK LINE, 12" | 80 FT | $4.00 | $4.00 |
| 644E00630 CROSSWALK LINE, 24" | 96 FT | $8.00 | $8.00 |
| 644E00900 ISLAND MARKING | 134 SF | $6.00 | $6.00 |
| 644E01110 SCHOOL SYMBOL MARKING, 96" | 1 EACH | $675 | $675 |
| 644E01300 LANE ARROW | 33 EACH | $115 | $115 |
| 632E26501 DETECTOR LOOP, AS PER PLAN | 3 EACH | $1,500 | $1,500 |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 0.94 MILE | $3,200 | $3,200 |
| 614E26610 WORK ZONE STOP LINE, CLASS III, 642 PAINT | 128 FT | $4.50 | $4.50 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 603 CY | $220 | $133k | 14% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 377 CY | $290 | $109k | 12% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $90,000 | $90k | 10% |
| 203E10000 EXCAVATION | 1,128 CY | $65 | $73k | 8% |
| 304E20000 AGGREGATE BASE | 384 CY | $130 | $50k | 5% |
| 609E24511 CURB, TYPE 4-C, AS PER PLAN | 2,201 FT | $22 | $48k | 5% |
| 611E04400 12" CONDUIT, TYPE B | 444 FT | $100 | $44k | 5% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, VARIABLE DEPTH | 14,449 SY | $2.5 | $36k | 4% |
| 611E98690 CATCH BASIN, MISC.: TYPE D CATCH BASIN | 7 EACH | $4,650 | $33k | 4% |
| 624E10000 MOBILIZATION | 1 LS | $25,000 | $25k | 3% |