HEN-SR 108/SR 109-16.57/00.00 Resurf (PART 1 AND PART 2)
HEN County · est $6.8M
Bid dateThursday, February 27—
HEN County · est $6.8M
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 123 more items below.
| Item | Quantity | R1Gerken Paving INC | % of bid |
|---|---|---|---|
| 442E00200 ASPHALT CONCRETE SURFACE COURSE, 9.5 MM, TYPE A (4 | 4,537 CY | $214 | 17% |
| 441E10200 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 446 (4967 CY | $169 | 15% |
| 424E14001 FINE GRADED POLYMER ASPHALT CONCRETE, TYPE B | 448 (2625 CY | $250 | 11% |
| 253E02000 PAVEMENT REPAIR | 2,566 CY | $245 | 11% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE DEPTH VARIES | 182,902 SY | $2.25 | 7% |
| 511E34413 CLASS QC2 CONCRETE WITH QC/QA, SUPERSTRUCTURE, AS | 262 CY | $1,300 | 6% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $293,000 | 5% |
| 624E10000 MOBILIZATION | 1 LS | $230,000 | 4% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $181,950 | 3% |
| 442E00200 ASPHALT CONCRETE SURFACE COURSE, 9.5 MM, TYPE A (4 | 608.61 CY | $265 | 3% |
| 517E70100 RAILING (THREE STEEL TUBE BRIDGE RAILING) | 336 FT | $457 | 3% |
| 253E01000 PAVEMENT REPAIR | 1,465 SY | $98.00 | 3% |
| 514E00050 SURFACE PREPARATION OF EXISTING STRUCTURAL STEEL | 8,250 SF | $15.00 | 2% |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 66,205 LB | $1.75 | 2% |
| 606E15050 GUARDRAIL, TYPE MGS | 5,225 FT | $17.40 | 2% |
| 526E25010 REINFORCED CONCRETE APPROACH SLABS WITH QC/QA (T=1 | 245 SY | $350 | 1% |
| 514E27700 FIELD PAINTING, MISC.:' COATING OF BEAM ENDS AND F | 530 SF | $150 | 1% |
| 874E20000 LONGITUDINAL JOINT PREPARATION | 31,976 FT | $2.35 | 1% |
| 617E10100 COMPACTED AGGREGATE | 909 CY | $75.00 | 1% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 256 CY | $265 | 1% |
| Item | Quantity | R1Gerken Paving INC |
|---|---|---|
| 202E23000 PAVEMENT REMOVED | 1,423 SY | $17.50 |
| 202E38000 GUARDRAIL REMOVED | 7,450 FT | $2.00 |
| 202E42000 ANCHOR ASSEMBLY REMOVED, TYPE A | 14 EACH | $295 |
| 202E42010 ANCHOR ASSEMBLY REMOVED, TYPE E | 13 EACH | $145 |
| 202E42040 ANCHOR ASSEMBLY REMOVED, TYPE T | 18 EACH | $85.00 |
| 202E42050 ANCHOR ASSEMBLY REMOVED, TYPE B | 2 EACH | $125 |
| 202E47000 BRIDGE TERMINAL ASSEMBLY REMOVED | 16 EACH | $60.00 |
| 204E10000 SUBGRADE COMPACTION | 691 SY | $2.00 |
| 209E15000 RESHAPING UNDER GUARDRAIL | 104.57 STA |
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 →
| $40.00 |
| 209E60500 LINEAR GRADING | 22.86 MILE | $2,600 |
| 209E72050 PREPARING SUBGRADE FOR SHOULDER PAVING | 22.13 MILE | $1,950 |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 1,963 FT | $19.00 |
| 606E17350 GUARDRAIL, TYPE MGS, 25' LONG-SPAN | 50 FT | $26.00 |
| 606E26050 ANCHOR ASSEMBLY, MGS TYPE B | 5 EACH | $2,520 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E 'MASH 2016 | 27 EACH | $2,440 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 18 EACH | $1,360 |
| 606E34600 MGS BRIDGE TERMINAL ASSEMBLY, TYPE TST-2 | 4 EACH | $2,690 |
| 606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 8 EACH | $2,520 |
| 606E35141 BRIDGE TERMINAL ASSEMBLY, TYPE 4, AS PER PLAN | 19 EACH | $1,420 |
| 623E39500 MONUMENT ASSEMBLY ADJUSTED TO GRADE | 2 EACH | $1,100 |
| 626E00116 BARRIER REFLECTOR, TYPE 5 BIDIRECTIONAL | 148 EACH | $13.40 |
| 832E30000 EROSION CONTROL | 9,000 EACH | $1.00 |
| 611E98630 CATCH BASIN ADJUSTED TO GRADE | 1 EACH | $1,800 |
| 611E98634 CATCH BASIN RECONSTRUCTED TO GRADE | 1 EACH | $2,375 |
| 611E99654 MANHOLE ADJUSTED TO GRADE | 1 EACH | $1,825 |
| 611E99660 MANHOLE RECONSTRUCTED TO GRADE | 1 EACH | $2,500 |
| 304E20000 AGGREGATE BASE | 128 CY | $75.00 |
| 407E10000 TACK COAT | 20,508 GAL | $2.50 |
| 441E10000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (446), PG | 39 CY | $400 |
| 441E50300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 448 (22 CY | $305 |
| 441E70500 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449) | — | $1,000 |
| 618E41000 RUMBLE STRIPES, EDGE LINE (ASPHALT CONCRETE) | 3.81 MILE | $900 |
| 618E43000 RUMBLE STRIPES, CENTER LINE (ASPHALT CONCRETE) | 6.1 MILE | $1,700 |
| 872E10000 VOID REDUCING ASPHALT MEMBRANE (VRAM) | 6,605 FT | $3.00 |
| 875E10000 LONGITUDINAL JOINT ADHESIVE | 3,737 LB | $2.75 |
| 638E10800 VALVE BOX ADJUSTED TO GRADE | 1 EACH | $825 |
| 621E00100 RPM | 802 EACH | $35.00 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 710 EACH | $6.00 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 23.61 MILE | $800 |
| 642E00300 CENTER LINE, TYPE 1 | 11.77 MILE | $800 |
| 644E00500 STOP LINE | 82 FT | $20.00 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 20 HOUR | $90.00 |
| 614E12460 WORK ZONE MARKING SIGN | 81 EACH | $125 |
| 614E12500 REPLACEMENT SIGN | 5 EACH | $130 |
| 614E12600 REPLACEMENT DRUM | 5 EACH | $55.00 |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 12 SNMT | $1,300 |
| 614E21000 WORK ZONE CENTER LINE, CLASS I | 17.77 MILE | $800 |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 11.52 MILE | $700 |
| 614E22010 WORK ZONE EDGE LINE, CLASS I, 6" | 35.38 MILE | $800 |
| 614E22360 WORK ZONE EDGE LINE, CLASS III, 6", 642 PAINT | 23.03 MILE | $700 |
| 614E26000 WORK ZONE STOP LINE, CLASS I | 82 FT | $3.00 |
| 614E26610 WORK ZONE STOP LINE, CLASS III, 642 PAINT | 82 FT | $3.00 |
| 202E22900 APPROACH SLAB REMOVED | 134 SY | $50.00 |
| 202E23500 WEARING COURSE REMOVED | 921 SY | $6.00 |
| 203E10000 EXCAVATION | 104 CY | $35.00 |
| 503E21101 UNCLASSIFIED EXCAVATION, AS PER PLAN | 128 CY | $150 |
| 509E20001 CONCRETE REINFORCEMENT, REPLACEMENT OF EXISTING CO | 200 LB | $1.35 |
| 510E10000 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | 282 EACH | $32.00 |
| 511E33501 SEMI-INTEGRAL DIAPHRAGM GUIDE, AS PER PLAN | 2 EACH | $4,200 |
| 511E45710 CLASS QC1 CONCRETE, ABUTMENT | 22 CY | $1,200 |
| 512E10050 SEALING OF CONCRETE SURFACES (NON-EPOXY) | 170 SY | $35.00 |
| 512E33000 TYPE 2 WATERPROOFING | 15 SY | $33.00 |
| 513E20000 WELDED STUD SHEAR CONNECTORS | 3,060 EACH | $4.50 |
| 514E00056 FIELD PAINTING OF EXISTING STRUCTURAL STEEL, PRIME | 8,250 SF | $5.00 |
| 514E00060 FIELD PAINTING STRUCTURAL STEEL, INTERMEDIATE COAT | 8,070 SF | $5.00 |
| 514E00066 FIELD PAINTING STRUCTURAL STEEL, FINISH COAT | 8,070 SF | $5.00 |
| 514E00504 GRINDING FINS, TEARS, SLIVERS ON EXISTING STRUCTUR | 20 MNHR | $100 |
| 514E10000 FINAL INSPECTION REPAIR | 5 EACH | $100 |
| 516E10010 ARMORLESS PREFORMED JOINT SEAL | 98 FT | $60.00 |
| 516E13900 2" PREFORMED EXPANSION JOINT FILLER | 33 SF | $10.00 |
| 516E14020 SEMI-INTEGRAL ABUTMENT EXPANSION JOINT SEAL | 134 FT | $55.00 |
| 516E44101 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 12 EACH | $2,100 |
| 516E44101 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 6 EACH | $3,100 |
| 516E44101 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 6 EACH | $3,000 |
| 516E47001 JACKING AND TEMPORARY SUPPORT OF SUPERSTRUCTURE, A | 1 LS | $34,000 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 54 CY | $120 |
| 518E22300 SPECIAL - STEEL DRIP STRIP | 397 FT | $20.00 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 140 FT | $15.00 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 32 FT | $15.00 |
| 519E11101 PATCHING CONCRETE STRUCTURE, AS PER PLAN | 100 SF | $100 |
| 526E90030 TYPE C INSTALLATION | 98 FT | $250 |
| 601E32110 ROCK CHANNEL PROTECTION, TYPE B WITH AGGREGATE FIL | 530 CY | $125 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE 1" | 310 SY | $5.50 |
| 516E31200 SPECIAL - SAWING AND SEALING BITUMINOUS CONCRETE J | 132 FT | $30.00 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE 1" | 257 SY | $5.50 |
| 516E31200 SPECIAL - SAWING AND SEALING BITUMINOUS CONCRETE J | 138 FT | $30.00 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE 1" | 286 SY | $5.50 |
| 516E31200 SPECIAL - SAWING AND SEALING BITUMINOUS CONCRETE J | 156 FT | $30.00 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE 1" | 317 SY | $5.50 |
| 516E31200 SPECIAL - SAWING AND SEALING BITUMINOUS CONCRETE J | 128 FT | $30.00 |
| 611E98630 CATCH BASIN ADJUSTED TO GRADE | 1 EACH | $2,800 |
| 611E99654 MANHOLE ADJUSTED TO GRADE (SANITARY) | 8 EACH | $2,125 |
| 611E99654 MANHOLE ADJUSTED TO GRADE (STORM) | 9 EACH | $2,125 |
| 202E30000 WALK REMOVED | 402.86 SF | $5.00 |
| 251E01020 PARTIAL DEPTH PAVEMENT REPAIR (442) | 1,172 SY | $50.00 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (1.5") | 14,606.67 SY | $3.50 |
| 407E20000 NON-TRACKING TACK COAT | 803.38 GAL | $2.50 |
| 409E30000 SAWING AND SEALING ASPHALT CONCRETE PAVEMENT JOINT | 306.05 FT | $30.00 |
| 608E52001 CURB RAMP, AS PER PLAN | 489.29 SF | $32.00 |
| 623E39500 MONUMENT ASSEMBLY ADJUSTED TO GRADE | 2 EACH | $1,300 |
| 202E32000 CURB REMOVED | 20 FT | $15.60 |
| 609E12000 COMBINATION CURB AND GUTTER, TYPE 2 | 20 FT | $50.00 |
| 638E10800 VALVE BOX ADJUSTED TO GRADE | 3 EACH | $890 |
| 644E00100 EDGE LINE, 4" (WHITE SOLID) | 0.2 MILE | $5,000 |
| 644E00200 LANE LINE, 4" (SOLID & DASHED DOUBLE YELLOW) | 0.95 MILE | $5,000 |
| 644E00200 LANE LINE, 4" (SOLID DOUBLE YELLOW) | 0.1 MILE | $7,000 |
| 644E00300 CENTER LINE (4" SOLID DOUBLE YELLOW) | 0.09 MILE | $6,500 |
| 644E00400 CHANNELIZING LINE, 8" (WHITE SOLID) | 298 FT | $2.00 |
| 644E00500 STOP LINE (18" WHITE) | 60 FT | $5.00 |
| 644E00631 CROSSWALK LINE, 24", AS PER PLAN (PIANO KEY) | 148 FT | $7.00 |
| 644E01300 LANE ARROW | 16 EACH | $100 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 100 HOUR | $90.00 |
| 614E12460 WORK ZONE MARKING SIGN | 26 EACH | $125 |
| 614E12500 REPLACEMENT SIGN | 5 EACH | $130 |
| 614E12600 REPLACEMENT DRUM | 5 EACH | $55.00 |
| 614E21400 WORK ZONE CENTER LINE, CLASS II | 1.13 MILE | $800 |
| 614E22350 WORK ZONE EDGE LINE, CLASS III, 4", 642 PAINT | 2.26 MILE | $700 |
| 614E23000 WORK ZONE CHANNELIZING LINE, CLASS I, 8" | 298 FT | $1.00 |
| 614E26610 WORK ZONE STOP LINE, CLASS III, 642 PAINT | 60 FT | $3.00 |
| 616E10000 WATER | 2 MGAL | $160 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $33,750 |
| 108E30000 CPM PROGRESS SCHEDULE SHORT DURATION PROJECTS | 1 LS | $8,200 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $22,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 442E00200 ASPHALT CONCRETE SURFACE COURSE, 9.5 MM, TYPE A (4 | 4,537 CY | $214 | $971k | 14% |
| 441E10200 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 446 (4967 CY | $169 | $839k | 12% |
| 424E14001 FINE GRADED POLYMER ASPHALT CONCRETE, TYPE B | 448 (2625 CY | $250 | $656k | 9% |
| 253E02000 PAVEMENT REPAIR | 2,566 CY | $245 | $629k | 9% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE DEPTH VARIES | 182,902 SY | $2.25 | $412k | 6% |
| 511E34413 CLASS QC2 CONCRETE WITH QC/QA, SUPERSTRUCTURE, AS | 262 CY | $1,300 | $341k | 5% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $293,000 | $293k | 4% |
| 624E10000 MOBILIZATION | 1 LS | $230,000 | $230k | 3% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $181,950 | $182k | 3% |
| 442E00200 ASPHALT CONCRETE SURFACE COURSE, 9.5 MM, TYPE A (4 | 608.61 CY | $265 | $161k | 2% |