HEN-SR 110-00.30 Resurfacing
HEN County · est $4.0M
Bid dateThursday, July 13—
HEN County · est $4.0M
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 100 more items below.
| Item | Quantity | R1Gerken Paving INC | % of bid |
|---|---|---|---|
| 441E50300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 448 (4589 CY | $175 | 24% |
| 253E02000 PAVEMENT REPAIR, 6" | 2,539 CY | $240 | 19% |
| 424E14001 FINE GRADED POLYMER ASPHALT CONCRETE, TYPE B | 448 (2279 CY | $235 | 16% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 3" | 81,260 SY | $2.50 | 6% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $180,000 | 5% |
| 624E10000 MOBILIZATION | 1 LS | $100,000 | 3% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 361 CY | $265 | 3% |
| 606E15101 GUARDRAIL, TYPE MGS WITH LONG POSTS, AS PER PLAN | 3,738 FT | $25.20 | 3% |
| 517E70100 RAILING (THREE STEEL TUBE BRIDGE RAILING) | 176 FT | $518 | 3% |
| 526E25000 REINFORCED CONCRETE APPROACH SLABS (T=15") | 223 SY | $391 | 3% |
| 609E23000 COMBINATION CURB AND GUTTER, TYPE 4 | 2,361 FT | $32.30 | 2% |
| 611E98630 CATCH BASIN ADJUSTED TO GRADE | 18 EACH | $3,600 | 2% |
| 617E10100 COMPACTED AGGREGATE | 775 CY | $76.00 | 2% |
| 511E34410 CLASS QC2 CONCRETE, SUPERSTRUCTURE | 34 CY | $1,541 | 2% |
| 874E20000 LONGITUDINAL JOINT PREPARATION | 19,915 FT | $2.35 | 1% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $41,593 | 1% |
| 304E20000 AGGREGATE BASE | 436 CY | $90.00 | 1% |
| 611E98150 CATCH BASIN, NO. 3 | 7 EACH | $5,200 | 1% |
| 848E20000 SURFACE PREPARATION USING HYDRODEMOLITION | 353 SY | $101 | 1% |
| 202E35100 PIPE REMOVED, 24" AND UNDER | 2,879 FT | $11.00 | 1% |
| Item | Quantity | R1Gerken Paving INC |
|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $2,250 |
| 202E20010 HEADWALL REMOVED | 4 EACH | $150 |
| 202E23000 PAVEMENT REMOVED | 1,206 SY | $20.00 |
| 202E32500 CURB AND GUTTER REMOVED | 2,408 FT | $13.00 |
| 202E38000 GUARDRAIL REMOVED | 300 FT | $2.00 |
| 202E38001 GUARDRAIL REMOVED, AS PER PLAN | 3,688 FT | $1.40 |
| 202E42000 ANCHOR ASSEMBLY REMOVED, TYPE A | 4 EACH | $335 |
| 202E42010 ANCHOR ASSEMBLY REMOVED, TYPE E | 1 EACH | $160 |
| 202E42040 ANCHOR ASSEMBLY REMOVED, TYPE T | 2 EACH | $110 |
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 →
| 202E47000 BRIDGE TERMINAL ASSEMBLY REMOVED | 4 EACH | $55.00 |
| 202E58100 CATCH BASIN REMOVED | 14 EACH | $800 |
| 203E10000 EXCAVATION | 69 CY | $55.00 |
| 203E20000 EMBANKMENT | 136 CY | $36.80 |
| 204E10000 SUBGRADE COMPACTION | 1,321 SY | $2.00 |
| 209E15000 RESHAPING UNDER GUARDRAIL | 43 STA | $40.00 |
| 209E60500 LINEAR GRADING | 9 MILE | $1,725 |
| 209E72050 PREPARING SUBGRADE FOR SHOULDER PAVING | 8.1 MILE | $1,800 |
| 606E15050 GUARDRAIL, TYPE MGS | 250 FT | $19.60 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E, (MASH 2016) | 5 EACH | $2,560 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 2 EACH | $1,380 |
| 606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 4 EACH | $1,840 |
| 623E39500 MONUMENT BOX ADJUSTED TO GRADE | 3 EACH | $1,450 |
| 690E50350 SPECIAL - MAILBOX REMOVED AND RESET | 5 EACH | $325 |
| 601E20010 CRUSHED AGGREGATE SLOPE PROTECTION | 6.8 CY | $152 |
| 601E32200 ROCK CHANNEL PROTECTION, TYPE C WITH FILTER | 2 CY | $400 |
| 659E00300 TOPSOIL | 24 CY | $110 |
| 659E10000 SEEDING AND MULCHING | 2,434 SY | $1.80 |
| 659E20000 COMMERCIAL FERTILIZER | 0.34 TON | $800 |
| 659E35000 WATER | 13.2 MGAL | $1.00 |
| 832E30000 EROSION CONTROL | 16,000 EACH | $1.00 |
| 602E20000 CONCRETE MASONRY | 1 CY | $3,750 |
| 605E11110 6" SHALLOW PIPE UNDERDRAINS WITH GEOTEXTILE FABRIC | 2,326 FT | $12.00 |
| 611E03300 10" CONDUIT, TYPE C, 706.02 | 5 FT | $95.00 |
| 611E04400 12" CONDUIT, TYPE B, 707.33 | 359 FT | $45.00 |
| 611E04600 12" CONDUIT, TYPE C, 706.02 | 30 FT | $100 |
| 611E06100 15" CONDUIT, TYPE C, 707.33 | 152 FT | $45.00 |
| 611E07600 18" CONDUIT, TYPE C, 707.33 | 5 FT | $205 |
| 611E98180 CATCH BASIN, NO. 3A | 1 EACH | $3,300 |
| 611E98450 CATCH BASIN, NO. 2-2A | 6 EACH | $3,100 |
| 611E99654 MANHOLE ADJUSTED TO GRADE | 12 EACH | $1,900 |
| 638E10800 VALVE BOX ADJUSTED TO GRADE | 7 EACH | $900 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 1 1/2" | 216 SY | $15.00 |
| 407E20000 NON-TRACKING TACK COAT | 11,573 GAL | $2.55 |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 61 CY | $480 |
| 618E43000 RUMBLE STRIPES, CENTER LINE (ASPHALT CONCRETE) | 4 MILE | $1,650 |
| 875E10000 LONGITUDINAL JOINT ADHESIVE | 2,011 LB | $2.50 |
| 621E00100 RPM | 265 EACH | $41.00 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 89 EACH | $6.50 |
| 626E00102 BARRIER REFLECTOR, TYPE 1, BIDIRECTIONAL | 82 EACH | $12.00 |
| 630E80100 SIGN, FLAT SHEET | 1 SF | $225 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 2 EACH | $25.00 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 1 EACH | $40.00 |
| 632E26501 DETECTOR LOOP, AS PER PLAN | 2 EACH | $2,350 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 8.7 MILE | $900 |
| 642E00204 LANE LINE, 6", TYPE 1 | 0.28 MILE | $2,000 |
| 642E00300 CENTER LINE, TYPE 1 | 4.82 MILE | $1,300 |
| 642E01510 DOTTED LINE, 6", TYPE 1, YELLOW | 97 FT | $1.00 |
| 644E00404 CHANNELIZING LINE, 12" | 721 FT | $2.00 |
| 644E00500 STOP LINE | 83 FT | $8.00 |
| 644E00630 CROSSWALK LINE, 24" | 150 FT | $8.00 |
| 644E00700 TRANSVERSE/DIAGONAL LINE | 382 FT | $8.00 |
| 644E00900 ISLAND MARKING | 52 SF | $10.00 |
| 644E01300 LANE ARROW | 19 EACH | $85.00 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 50 HOUR | $75.00 |
| 614E12460 WORK ZONE MARKING SIGN | 14 EACH | $100 |
| 614E12500 REPLACEMENT SIGN | 5 EACH | $192 |
| 614E12600 REPLACEMENT DRUM | 5 EACH | $56.00 |
| 614E21000 WORK ZONE CENTER LINE, CLASS I | 9 MILE | $1,100 |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 4.5 MILE | $900 |
| 614E22010 WORK ZONE EDGE LINE, CLASS I, 6" | 9 MILE | $800 |
| 614E22360 WORK ZONE EDGE LINE, CLASS III, 6", 642 PAINT | 9 MILE | $600 |
| 614E23010 WORK ZONE CHANNELIZING LINE, CLASS I, 12" | 1,442 FT | $1.00 |
| 614E23690 WORK ZONE CHANNELIZING LINE, CLASS III, 12", 642 P | 721 FT | $1.00 |
| 512E73501 TREATING CONCRETE BRIDGE DECKS WITH GRAVITY FED RE | 1,076 SY | $15.24 |
| 516E31000 JOINT SEALER, 705.04 | 76 FT | $7.43 |
| 202E22900 APPROACH SLAB REMOVED | 134 SY | $83.71 |
| 202E23500 WEARING COURSE REMOVED | 488 SY | $10.80 |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $4,788 |
| 509E10000 EPOXY COATED REINFORCING STEEL | 12,135 LB | $1.64 |
| 509E20001 REINFORCING STEEL, REPLACEMENT OF EXISTING REINFOR | 200 LB | $1.64 |
| 510E10000 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | 524 EACH | $10.13 |
| 511E45710 CLASS QC1 CONCRETE, ABUTMENT | 9 CY | $1,531 |
| 511E45720 CLASS QC SCC CONCRETE, ABUTMENT | 4 CY | $4,321 |
| 512E10050 SEALING OF CONCRETE SURFACES (NON-EPOXY) | 58 SY | $14.13 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 10 SF | $10.21 |
| 516E31000 JOINT SEALER, 705.04 | 56 FT | $7.74 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 26 CY | $133 |
| 518E22300 SPECIAL - STEEL DRIP STRIP | 189 FT | $16.56 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 104 FT | $13.78 |
| 518E40012 6" NON-PERFORATED CORRUGATED PLASTIC PIPE | 10 FT | $29.54 |
| 526E90010 TYPE A INSTALLATION | 80 FT | $297 |
| 601E20010 CRUSHED AGGREGATE SLOPE PROTECTION | 2 CY | $185 |
| 601E34300 ROCK CHANNEL PROTECTION, TYPE D WITHOUT FILTER | 40 CY | $123 |
| 848E10201 SUPERPLASTICIZED DENSE CONCRETE OVERLAY USING HYDR | 353 SY | $79.56 |
| 848E30201 SUPERPLASTICIZED DENSE CONCRETE OVERLAY (VARIABLE | 8 CY | $284 |
| 848E50000 HAND CHIPPING | 75 SY | $117 |
| 848E50100 TEST SLAB | 1 LS | $1,917 |
| 507E71200 SPECIAL - PILE ENCASEMENT | 84 FT | $299 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $20,000 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $15,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 441E50300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 448 (4589 CY | $175 | $803k | 20% |
| 253E02000 PAVEMENT REPAIR, 6" | 2,539 CY | $240 | $609k | 15% |
| 424E14001 FINE GRADED POLYMER ASPHALT CONCRETE, TYPE B | 448 (2279 CY | $235 | $536k | 14% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 3" | 81,260 SY | $2.5 | $203k | 5% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $180,000 | $180k | 5% |
| 624E10000 MOBILIZATION | 1 LS | $100,000 | $100k | 3% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 361 CY | $265 | $96k | 2% |
| 606E15101 GUARDRAIL, TYPE MGS WITH LONG POSTS, AS PER PLAN | 3,738 FT | $25.2 | $94k | 2% |
| 517E70100 RAILING (THREE STEEL TUBE BRIDGE RAILING) | 176 FT | $518.01 | $91k | 2% |
| 526E25000 REINFORCED CONCRETE APPROACH SLABS (T=15") | 223 SY | $390.59 | $87k | 2% |