Ful-/Hen-SR 2/SR 66-04.86/01.88
Fulton County · est $3.7M
Bid dateThursday, February 8—
Fulton County · est $3.7M
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 59 more items below.
| Item | Quantity | R1Gerken Paving INC | % of bid |
|---|---|---|---|
| 442E10080 ASPHALT CONCRETE INTERMEDIATE COURSE, 12.5 MM, TYP | 3,516 CY | $184 | 22% |
| 442E10000 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 2,987 CY | $210 | 21% |
| 424E14001 FINE GRADED POLYMER ASPHALT CONCRETE, TYPE B | 448 (1732 CY | $245 | 14% |
| 253E02000 PAVEMENT REPAIR | 1,173 CY | $225 | 9% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 3.25" | 70,351 SY | $2.75 | 6% |
| 611E95701 12' X 5' CONDUIT, TYPE A, 706.05, AS PER PLAN | 108 FT | $1,435 | 5% |
| 624E10000 MOBILIZATION | 1 LS | $125,000 | 4% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $82,000 | 3% |
| 617E10100 COMPACTED AGGREGATE | 928 CY | $76.32 | 2% |
| 251E01010 PARTIAL DEPTH PAVEMENT REPAIR (441) | 271 CY | $225 | 2% |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 27 CY | $1,522 | 1% |
| 809E69001 ADVANCE RADAR DETECTION, AS PER PLAN | 4 EACH | $9,783 | 1% |
| 809E69101 STOP LINE RADAR DETECTION, AS PER PLAN | 4 EACH | $9,438 | 1% |
| 407E10000 TACK COAT | 14,986 GAL | $2.50 | 1% |
| 621E00100 RPM | 1,041 EACH | $35.00 | 1% |
| 209E60500 LINEAR GRADING | 15.58 MILE | $2,300 | 1% |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $29,816 | 1% |
| 512E33010 TYPE 3 WATERPROOFING | 549 SY | $49.12 | 1% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $21,632 | 1% |
| 209E72050 PREPARING SUBGRADE FOR SHOULDER PAVING | 4.6 MILE | $4,500 | 1% |
| Item | Quantity | R1Gerken Paving INC |
|---|---|---|
| 202E23000 PAVEMENT REMOVED | 286 SY | $8.65 |
| 202E23500 WEARING COURSE REMOVED | 6,404 SY | $3.00 |
| 202E38000 GUARDRAIL REMOVED | 438 FT | $4.50 |
| 202E42010 ANCHOR ASSEMBLY REMOVED, TYPE E | 4 EACH | $195 |
| 203E10000 EXCAVATION | 77 CY | $12.32 |
| 203E20000 EMBANKMENT | 295 CY | $29.22 |
| 623E39500 MONUMENT ASSEMBLY ADJUSTED TO GRADE | 4 EACH | $1,500 |
| 659E00300 TOPSOIL | 273 CY | $51.73 |
| 659E10000 SEEDING AND MULCHING | 2,461 SY | $2.50 |
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 →
| 659E14000 REPAIR SEEDING AND MULCHING | 123 SY | $0.90 |
| 659E15000 INTER-SEEDING | 123 SY | $0.20 |
| 659E20000 COMMERCIAL FERTILIZER | 0.36 TON | $745 |
| 659E35000 WATER | 14 MGAL | $1.00 |
| 832E30000 EROSION CONTROL | 10,000 EACH | $1.00 |
| 202E35100 PIPE REMOVED, 24" AND UNDER | 91 FT | $12.32 |
| 611E04600 12" CONDUIT, TYPE C | 55 FT | $112 |
| 611E08900 21" CONDUIT, TYPE B | 72 FT | $218 |
| 611E98510 CATCH BASIN, NO. 2-3 | 1 EACH | $5,628 |
| 611E99574 MANHOLE, NO. 3 | 1 EACH | $7,164 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 2.50" | 738 SY | $12.00 |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 73 CY | $225 |
| 304E20000 AGGREGATE BASE | 50 CY | $126 |
| 442E90000 ASPHALT CONCRETE, MISC.: BUTT JOINT INTERSECTION | 9 CY | $675 |
| 618E41000 RUMBLE STRIPES, EDGE LINE (ASPHALT CONCRETE) | 3.13 MILE | $4,550 |
| 875E10000 LONGITUDINAL JOINT ADHESIVE | 10,171 LB | $1.25 |
| 638E10800 VALVE BOX ADJUSTED TO GRADE | 1 EACH | $950 |
| 611E99654 MANHOLE ADJUSTED TO GRADE | 1 EACH | $2,150 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 896 EACH | $10.00 |
| 630E03101 GROUND MOUNTED SUPPORT, NO. 3 POST, AS PER PLAN | 10 FT | $65.00 |
| 630E80100 SIGN, FLAT SHEET | 1 SF | $95.00 |
| 630E81100 SIGN ERECTED, FLAT SHEET | 1 SF | $75.00 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 1 EACH | $10.00 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 1 EACH | $15.00 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 15.5 MILE | $850 |
| 642E00300 CENTER LINE, TYPE 1 | 8.08 MILE | $850 |
| 644E00404 CHANNELIZING LINE, 12" | 621 FT | $2.00 |
| 644E00500 STOP LINE | 107 FT | $8.00 |
| 644E00700 TRANSVERSE/DIAGONAL LINE | 266 FT | $8.00 |
| 644E01110 SCHOOL SYMBOL MARKING, 96" | 2 EACH | $700 |
| 644E01300 LANE ARROW | 8 EACH | $100 |
| 625E31510 PULL BOX REMOVED | 14 EACH | $555 |
| 632E90020 REMOVAL OF MISCELLANEOUS TRAFFIC SIGNAL ITEM: LOOP | 1 EACH | $2,775 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 40 HOUR | $110 |
| 614E12460 WORK ZONE MARKING SIGN | 50 EACH | $109 |
| 614E12500 REPLACEMENT SIGN | 5 EACH | $105 |
| 614E21000 WORK ZONE CENTER LINE, CLASS I | 16.2 MILE | $850 |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 8.1 MILE | $850 |
| 614E23000 WORK ZONE CHANNELIZING LINE, CLASS I, 8" | 1,863 FT | $1.00 |
| 614E26610 WORK ZONE STOP LINE, CLASS III, 642 PAINT | 321 FT | $3.00 |
| 202E11000 STRUCTURE REMOVED | 1 LS | $10,276 |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 3,009 LB | $3.21 |
| 511E46010 CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDI | 10 CY | $1,459 |
| 511E46610 CLASS QC1 CONCRETE, HEADWALL | 4 CY | $1,513 |
| 512E10050 SEALING OF CONCRETE SURFACES (NON-EPOXY) | 35 SY | $30.42 |
| 512E33000 TYPE 2 WATERPROOFING | 344 SY | $29.12 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 30 SF | $6.58 |
| 518E21230 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 1 LS | $1,885 |
| 601E32204 ROCK CHANNEL PROTECTION, TYPE C WITH GEOTEXTILE FA | 86 CY | $149 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $15,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 442E10080 ASPHALT CONCRETE INTERMEDIATE COURSE, 12.5 MM, TYP | 3,516 CY | $184 | $647k | 20% |
| 442E10000 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 2,987 CY | $210 | $627k | 19% |
| 424E14001 FINE GRADED POLYMER ASPHALT CONCRETE, TYPE B | 448 (1732 CY | $245 | $424k | 13% |
| 253E02000 PAVEMENT REPAIR | 1,173 CY | $225 | $264k | 8% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 3.25" | 70,351 SY | $2.75 | $193k | 6% |
| 611E95701 12' X 5' CONDUIT, TYPE A, 706.05, AS PER PLAN | 108 FT | $1,435 | $155k | 5% |
| 624E10000 MOBILIZATION | 1 LS | $125,000 | $125k | 4% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $82,000 | $82k | 2% |
| 617E10100 COMPACTED AGGREGATE | 928 CY | $76.32 | $71k | 2% |
| 251E01010 PARTIAL DEPTH PAVEMENT REPAIR (441) | 271 CY | $225 | $61k | 2% |