Wil-US 6/SR 191-02.96/09.87
Williams County · est $5.5M
Bid dateThursday, May 3—
Williams County · est $5.5M
Published by ODOT on this contract’s Proposal PDF · DBE Goal: 6%
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 64 more items below.
| Item | Quantity | R1Gerken Paving INC | % of bid |
|---|---|---|---|
| 442E10101 ASPHALT CONCRETE INTERMEDIATE COURSE, 19 MM, TYPE | 12,635.4 CY | $142 | 29% |
| 442E10001 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 11,032 CY | $155 | 28% |
| 253E02000 PAVEMENT REPAIR | 4,416 CY | $170 | 12% |
| 254E01001 PAVEMENT PLANING, ASPHALT CONCRETE, AS PER PLAN, 3 | 257,688 SY | $2.65 | 11% |
| 624E10000 MOBILIZATION | 1 LS | $200,000 | 3% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $180,000 | 3% |
| 617E10100 COMPACTED AGGREGATE | 2,326.39 CY | $64.00 | 2% |
| 258E10000 RETROFIT DOWEL BAR | 960 EACH | $130 | 2% |
| 442E00101 ANTI-SEGREGATION EQUIPMENT, AS PER PLAN | 17,071 CY | $4.70 | 1% |
| 452E19200 NON-REINFORCED CONCRETE PAVEMENT, MISC.: 9" | 450 SY | $160 | 1% |
| 407E20000 NON-TRACKING TACK COAT | 35,497 GAL | $1.95 | 1% |
| 809E69000 ADVANCE RADAR DETECTION | 8 EACH | $8,298 | 1% |
| 257E10000 DIAMOND GRINDING PORTLAND CEMENT CONCRETE PAVEMENT | 9,170 SY | $6.05 | 1% |
| 690E98100 SPECIAL - VOID REDUCING ASPHALT MEMBRANE (VRAM) | 11,500 FT | $3.25 | 1% |
| 690E98400 SPECIAL -PAVER MOUNTED THERMAL PROOFING | 1 LS | $30,000 | 0% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $30,000 | 0% |
| 614E21000 WORK ZONE CENTER LINE, CLASS I | 40.2 MILE | $650 | 0% |
| 209E72051 PREPARING SUBGRADE FOR SHOULDER PAVING, AS PER PLA | 21.82 MILE | $1,150 | 0% |
| 517E75601 DEEP BEAM BRIDGE RETROFIT RAILING, AS PER PLAN | 250 FT | $81.50 | 0% |
| 202E23000 PAVEMENT REMOVED 9" | 450 SY | $45.00 | 0% |
| Item | Quantity | R1Gerken Paving INC |
|---|---|---|
| 202E00201 RAILROAD CROSSING REMOVED, AS PER PLAN | 1 LS | $2,000 |
| 202E30000 WALK REMOVED | 447.4 SF | $5.00 |
| 202E32000 CURB REMOVED | 34.5 FT | $20.00 |
| 202E38000 GUARDRAIL REMOVED | 1,012.5 FT | $1.60 |
| 202E42010 ANCHOR ASSEMBLY REMOVED, TYPE E | 5 EACH | $165 |
| 202E42040 ANCHOR ASSEMBLY REMOVED, TYPE T | 2 EACH | $85.00 |
| 202E47000 BRIDGE TERMINAL ASSEMBLY REMOVED | 8 EACH | $65.00 |
| 203E20000 EMBANKMENT | 10 CY | $68.50 |
| 209E15000 RESHAPING UNDER GUARDRAIL | 21 STA | $43.00 |
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 →
| 601E20010 CRUSHED AGGREGATE SLOPE PROTECTION | 5 CY | $115 |
| 606E15050 GUARDRAIL, TYPE MGS | 937.5 FT | $16.40 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E | 5 EACH | $2,085 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 3 EACH | $825 |
| 606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 4 EACH | $2,075 |
| 606E35141 BRIDGE TERMINAL ASSEMBLY, TYPE 4, AS PER PLAN | 4 EACH | $945 |
| 608E10000 4" CONCRETE WALK | 589.8 SF | $19.00 |
| 608E52000 CURB RAMP | 420.7 SF | $23.00 |
| 609E14000 CURB, TYPE 2-A | 40 FT | $20.00 |
| 623E39500 MONUMENT BOX ADJUSTED TO GRADE | 1 EACH | $600 |
| 626E00116 BARRIER REFLECTOR, TYPE 5, BI-DIRECTIONAL | 27 EACH | $6.00 |
| 659E10000 SEEDING AND MULCHING | 562.4 SY | $4.75 |
| 659E20000 COMMERCIAL FERTILIZER | 0.09 TON | $840 |
| 659E35000 WATER | 3 MGAL | $1.00 |
| 832E30000 EROSION CONTROL | 5,000 EACH | $1.00 |
| 611E98630 CATCH BASIN ADJUSTED TO GRADE | 1 EACH | $975 |
| 611E98634 CATCH BASIN RECONSTRUCTED TO GRADE | 1 EACH | $1,330 |
| 611E99654 MANHOLE ADJUSTED TO GRADE | 1 EACH | $1,000 |
| 611E99660 MANHOLE RECONSTRUCTED TO GRADE | 1 EACH | $1,550 |
| 638E10800 VALVE BOX ADJUSTED TO GRADE | 1 EACH | $475 |
| 209E60500 LINEAR GRADING | 21.96 MILE | $900 |
| 255E20000 FULL DEPTH PAVEMENT SAWING | 1,400 FT | $2.00 |
| 875E10000 LONGITUDINAL JOINT ADHESIVE | 12,556 LB | $0.65 |
| 618E41000 EDGE LINE, RUMBLE STRIPE (ASPHALT CONCRETE) | 19.4 MILE | $615 |
| 621E00100 RPM | 801 EACH | $20.60 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 801 EACH | $8.00 |
| 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST | 28 FT | $20.00 |
| 630E80100 SIGN, FLAT SHEET | 4 SF | $50.00 |
| 642E00094 EDGE LINE, 6" | 22.65 MILE | $650 |
| 642E00290 CENTER LINE | 13.38 MILE | $500 |
| 644E00500 STOP LINE | 69 FT | $8.00 |
| 644E00600 CROSSWALK LINE | 210 FT | $5.00 |
| 644E00700 TRANSVERSE/DIAGONAL LINE | 484.6 FT | $6.00 |
| 644E01000 RAILROAD SYMBOL MARKING | 3 EACH | $600 |
| 644E01200 PARKING LOT STALL MARKING | 898 FT | $3.00 |
| 647E18004 CHANNELIZING LINE, 12", TYPE A90 | 1,328.6 FT | $10.00 |
| 647E18050 STOP LINE, TYPE A90 | 263 FT | $15.00 |
| 647E20600 LANE ARROW, TYPE A90 | 17 EACH | $225 |
| 614E18600 PORTABLE CHANGEABLE MESSAGE SIGN | 14 SNMT | $1,300 |
| 647E20200 HANDICAP SYMBOL MARKING, TYPE A90 | 1 EACH | $300 |
| 632E90020 REMOVAL OF MISCELLANEOUS TRAFFIC SIGNAL ITEM, LOOP | 8 EACH | $600 |
| 614E12460 WORK ZONE MARKING SIGN | 48 EACH | $95.00 |
| 614E12500 REPLACEMENT SIGN | 5 EACH | $95.00 |
| 614E12600 REPLACEMENT DRUM | 5 EACH | $80.00 |
| 614E23690 WORK ZONE CHANNELIZING LINE, CLASS III, 12", 642 P | 1,953.6 FT | $1.00 |
| 614E26610 WORK ZONE STOP LINE, CLASS III, 642 PAINT | 996 FT | $3.00 |
| 512E73501 TREATING CONCRETE BRIDGE DECKS WITH GRAVITY FED RE | 1,383 SY | $9.82 |
| 516E31000 JOINT SEALER | 100 FT | $26.85 |
| 202E38602 BRIDGE RAILING REMOVED FOR REUSE | 250 FT | $4.80 |
| 512E73501 TREATING CONCRETE BRIDGE DECKS WITH GRAVITY FED RE | 676 SY | $9.82 |
| 516E31000 JOINT SEALER | 92 FT | $28.86 |
| 517E75501 BRIDGE RAILING REBUILT, AS PER PLAN | 250 FT | $47.60 |
| 100E00300 PREMIUM ON RAILROADS' PROTECTIVE PUBLIC LIABILITY | 1 LS | $5,500 |
| 108E30000 CPM PROGRESS SCHEDULE SHORT DURATION PROJECTS | 1 LS | $5,000 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $14,935 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 442E10101 ASPHALT CONCRETE INTERMEDIATE COURSE, 19 MM, TYPE | 12,635.4 CY | $142 | $1.79M | 28% |
| 442E10001 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 11,032 CY | $155 | $1.71M | 27% |
| 253E02000 PAVEMENT REPAIR | 4,416 CY | $170 | $751k | 12% |
| 254E01001 PAVEMENT PLANING, ASPHALT CONCRETE, AS PER PLAN, 3 | 257,688 SY | $2.65 | $683k | 11% |
| 624E10000 MOBILIZATION | 1 LS | $200,000 | $200k | 3% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $180,000 | $180k | 3% |
| 617E10100 COMPACTED AGGREGATE | 2,326.39 CY | $64 | $149k | 2% |
| 258E10000 RETROFIT DOWEL BAR | 960 EACH | $130 | $125k | 2% |
| 442E00101 ANTI-SEGREGATION EQUIPMENT, AS PER PLAN | 17,071 CY | $4.7 | $80k | 1% |
| 452E19200 NON-REINFORCED CONCRETE PAVEMENT, MISC.: 9" | 450 SY | $160 | $72k | 1% |