OTT-SR 2-23.29 Resurf/Bridge
OTT County · est $10M
Bid dateThursday, May 25—
OTT County · est $10M
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 108 more items below.
| Item | Quantity | R1Gerken Paving INC | R2Erie Blacktop INC | R3Kokosing Construction Company INC | % of bid |
|---|---|---|---|---|---|
| 442E10001 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 14,712 CY | $218 | $216 | $250 | 35% |
| 606E98000 GUARDRAIL, MISC.:BOX BEAM RAIL | 11,088 FT | $74.50 | $78.00 | $74.50 | 9% |
| 255E10200 FULL DEPTH PAVEMENT REMOVAL AND RIGID REPLACEMENT, | 3,200 SY | $201 | $225 | $201 | 7% |
| 606E98000 GUARDRAIL, MISC.:MEDIAN BOX BEAM RAIL | 7,692 FT | $83.50 | $88.00 | $74.50 | 7% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 1 3/4" | 303,777 SY | $1.41 | $1.40 | $1.50 | 5% |
| 606E15050 GUARDRAIL, TYPE MGS | 21,450 FT | $18.60 | $19.50 | $18.60 | 4% |
| 614E11000 |
| Item | Quantity | R1Gerken Paving INC | R2Erie Blacktop INC | R3Kokosing Construction Company INC |
|---|---|---|---|---|
| 202E23000 PAVEMENT REMOVED | 86 SY | $20.00 | $21.00 | $20.00 |
| 202E38000 GUARDRAIL REMOVED | 23,837.5 FT | $1.80 | $1.90 | $1.80 |
| 202E42010 ANCHOR ASSEMBLY REMOVED, TYPE E | 35 EACH | $145 | $153 | $145 |
| 202E42040 ANCHOR ASSEMBLY REMOVED, TYPE T | 28 EACH | $95.00 | $100 | $95.00 |
| 202E47000 BRIDGE TERMINAL ASSEMBLY REMOVED | 33 EACH | $50.00 | $52.50 | $50.00 |
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 →
| 1 LS |
| $355,000 |
| $390,000 |
| $529,409 |
| 4% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $350,000 | $358,750 | $350,000 | 4% |
| 624E10000 MOBILIZATION | 1 LS | $250,000 | $400,000 | $400,000 | 3% |
| 511E34413 CLASS QC2 CONCRETE WITH QC/QA, SUPERSTRUCTURE, AS | 213 CY | $1,150 | $1,180 | $1,150 | 3% |
| 844E10001 CONCRETE PATCHING WITH GALVANIC ANODE PROTECTION, | 864 SF | $250 | $260 | $250 | 2% |
| 848E10200 SUPERPLASTICIZED DENSE CONCRETE OVERLAY USING HYDR | 2,215 SY | $95.00 | $98.00 | $95.00 | 2% |
| 900E00100 RAILROAD FLAGGING SERVICES | 200,000 EACH | $1.00 | $1.00 | $1.00 | 2% |
| 511E34450 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK (PARAPE | 139 CY | $1,300 | $1,335 | $1,300 | 2% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $175,000 | $179,375 | $175,000 | 2% |
| 848E20000 SURFACE PREPARATION USING HYDRODEMOLITION | 2,215 SY | $75.00 | $77.00 | $75.00 | 2% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 7,488 FT | $20.00 | $20.50 | $8.00 | 2% |
| 526E25010 REINFORCED CONCRETE APPROACH SLABS WITH QC/QA (T=1 | 419 SY | $350 | $360 | $350 | 2% |
| 872E10000 VOID REDUCING ASPHALT MEMBRANE (VRAM) | 52,207 FT | $2.55 | $3.70 | $2.30 | 1% |
| 511E45710 CLASS QC1 CONCRETE, ABUTMENT | 94 CY | $1,350 | $1,385 | $1,350 | 1% |
| 202E47800 IMPACT ATTENUATOR REMOVED | 3 EACH | $185 | $195 | $185 |
| 204E10000 SUBGRADE COMPACTION | 86 SY | $3.00 | $3.15 | $3.00 |
| 209E15000 RESHAPING UNDER GUARDRAIL | 375 STA | $50.00 | $52.00 | $50.00 |
| 209E60500 LINEAR GRADING | 25.47 MILE | $800 | $1,400 | $700 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E, MASH 2016 | 35 EACH | $2,420 | $2,540 | $2,420 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 28 EACH | $1,340 | $1,405 | $1,340 |
| 606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 24 EACH | $2,345 | $2,450 | $2,345 |
| 606E35102 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 2 | 11 EACH | $545 | $575 | $545 |
| 606E60022 IMPACT ATTENUATOR, TYPE 2 (UNIDIRECTIONAL) | 70 MP, (2 EACH | $42,480 | $44,500 | $42,480 |
| 606E60028 IMPACT ATTENUATOR, TYPE 2 (BIDIRECTIONAL) | 70 MPH, (1 EACH | $38,550 | $40,450 | $38,550 |
| 606E98000 GUARDRAIL, MISC.:BOX BEAM RAIL, REMOVED | 11,088 FT | $2.00 | $2.10 | $2.00 |
| 606E98000 GUARDRAIL, MISC.:MEDIAN BOX BEAM RAIL, REMOVED | 7,692 FT | $2.00 | $2.10 | $2.00 |
| 623E39500 MONUMENT BOX ADJUSTED TO GRADE | 2 EACH | $1,000 | $850 | $1,200 |
| 659E10000 SEEDING AND MULCHING | 7,795 SY | $1.85 | $1.95 | $1.85 |
| 659E20000 COMMERCIAL FERTILIZER | 1.05 TON | $745 | $785 | $745 |
| 659E35000 WATER | 42 MGAL | $1.00 | $1.05 | $1.00 |
| 832E30000 EROSION CONTROL | 1,000 EACH | $1.00 | $1.00 | $1.00 |
| 611E98630 CATCH BASIN ADJUSTED TO GRADE | 2 EACH | $2,100 | $1,260 | $1,200 |
| 611E99150 INLET ADJUSTED TO GRADE | 2 EACH | $2,250 | $1,575 | $1,500 |
| 255E20000 FULL DEPTH PAVEMENT SAWING | 14,400 FT | $4.10 | $4.30 | $4.10 |
| 302E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 172 CY | $225 | $275 | $255 |
| 304E20000 AGGREGATE BASE | 129 CY | $85.00 | $48.00 | $85.00 |
| 407E10000 TACK COAT | 26,155 GAL | $2.50 | $2.50 | $2.50 |
| 442E22100 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 56 CY | $898 | $475 | $420 |
| 442E22400 ASPHALT CONCRETE INTERMEDIATE COURSE, 19 MM, TYPE | 48 CY | $370 | $410 | $700 |
| 617E10100 COMPACTED AGGREGATE | 1,239 CY | $70.00 | $70.00 | $104 |
| 618E40100 RUMBLE STRIPS, SHOULDER (ASPHALT CONCRETE) | 104,414 FT | $0.25 | $0.26 | $0.25 |
| 690E98400 SPECIAL - PAVER MOUNTED THERMAL PROFILING | 1 LS | $26,500 | $60,000 | $15,000 |
| 620E60000 DELINEATOR, POST SURFACE MOUNTED | 18 EACH | $165 | $173 | $165 |
| 621E00100 RPM | 774 EACH | $32.50 | $34.00 | $32.50 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 774 EACH | $5.50 | $6.00 | $5.50 |
| 626E00116 BARRIER REFLECTOR, TYPE 5,UNIDIRECTIONAL | 475 EACH | $11.50 | $12.00 | $11.50 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 27.43 MILE | $750 | $785 | $750 |
| 642E00204 LANE LINE, 6", TYPE 1 | 10.32 MILE | $550 | $575 | $550 |
| 642E00404 CHANNELIZING LINE, 12", TYPE 1 | 10,499 FT | $1.00 | $1.05 | $1.00 |
| 642E01510 DOTTED LINE, 6", TYPE 1 | 7,188 FT | $0.50 | $0.55 | $0.50 |
| 644E00720 CHEVRON MARKING | 1,062 FT | $8.00 | $8.40 | $8.00 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 120 HOUR | $85.00 | $73.00 | $100 |
| 614E12380 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $2,180 | $2,300 | $2,180 |
| 614E12460 WORK ZONE MARKING SIGN | 70 EACH | $150 | $157 | $150 |
| 614E12484 WORK ZONE INCREASED PENALTIES SIGN | 17 EACH | $250 | $262 | $250 |
| 614E12500 REPLACEMENT SIGN | 5 EACH | $192 | $200 | $192 |
| 614E12600 REPLACEMENT DRUM | 5 EACH | $64.00 | $75.00 | $80.00 |
| 614E13310 BARRIER REFLECTOR, TYPE 1, UNIDIRECTIONAL | 52 EACH | $8.00 | $8.50 | $6.00 |
| 614E13350 OBJECT MARKER, ONE WAY | 52 EACH | $12.00 | $12.50 | $12.00 |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 8 SNMT | $950 | $1,000 | $1,100 |
| 614E20110 WORK ZONE LANE LINE, CLASS I, 6", 642 PAINT | 21 MILE | $550 | $575 | $450 |
| 614E22110 WORK ZONE EDGE LINE, CLASS I, 6", 642 PAINT | 58 MILE | $800 | $840 | $650 |
| 614E23210 WORK ZONE CHANNELIZING LINE, CLASS I, 12", 642 PAI | 23,554 FT | $1.00 | $1.05 | $0.80 |
| 614E24202 WORK ZONE DOTTED LINE, CLASS I, 6", 642 PAINT | 15,392 FT | $0.50 | $0.53 | $0.45 |
| 808E18700 DIGITAL SPEED LIMIT (DSL) SIGN ASSEMBLY | 91 SNMT | $915 | $820 | $900 |
| 202E22900 APPROACH SLAB REMOVED | 402 SY | $60.00 | $61.50 | $60.00 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $125,000 | $128,125 | $125,000 |
| 503E21101 UNCLASSIFIED EXCAVATION, AS PER PLAN | 51 CY | $200 | $205 | $200 |
| 509E10000 EPOXY COATED REINFORCING STEEL | 40,539 LB | $1.90 | $1.95 | $1.90 |
| 509E20001 REINFORCING STEEL, REPLACEMENT OF EXISTING REINFOR | 200 LB | $1.75 | $1.80 | $1.75 |
| 509E30020 NO. 4 GFRP DEFORMED BARS | 9,157 FT | $2.25 | $2.31 | $2.25 |
| 510E10000 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | 1,705 EACH | $25.00 | $25.70 | $25.00 |
| 511E33500 SEMI-INTEGRAL DIAPHRAGM GUIDE | 4 EACH | $4,500 | $4,615 | $4,500 |
| 512E10050 SEALING OF CONCRETE SURFACES (NON-EPOXY) | 1,264 SY | $16.00 | $16.40 | $16.00 |
| 512E33000 TYPE 2 WATERPROOFING | 32 SY | $48.00 | $49.20 | $48.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 12 SF | $10.00 | $10.25 | $10.00 |
| 516E13900 2" PREFORMED EXPANSION JOINT FILLER | 197 SF | $12.00 | $12.30 | $12.00 |
| 516E14020 SEMI-INTEGRAL ABUTMENT EXPANSION JOINT SEAL | 281 FT | $45.00 | $46.15 | $45.00 |
| 516E44100 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 20 EACH | $3,800 | $3,895 | $3,800 |
| 516E47001 JACKING AND TEMPORARY SUPPORT OF SUPERSTRUCTURE, A | 1 LS | $125,000 | $128,125 | $125,000 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 163 CY | $110 | $113 | $110 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 279 FT | $12.00 | $12.30 | $12.00 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 20 FT | $12.00 | $12.30 | $12.00 |
| 519E11101 PATCHING CONCRETE STRUCTURE, AS PER PLAN | 100 SF | $125 | $129 | $125 |
| 526E90010 TYPE A INSTALLATION | 200 FT | $150 | $154 | $150 |
| 530E00200 SPECIAL - STRUCTURES: SURVEY OF EXISTING STRUCTURE | 1 LS | $4,530 | $4,650 | $4,530 |
| 530E00400 SPECIAL - STRUCTURES: SCUPPER PROTECTION | 16 EACH | $100 | $103 | $100 |
| 601E20000 CRUSHED AGGREGATE SLOPE PROTECTION | 310 SY | $125 | $129 | $125 |
| 601E21060 TIED CONCRETE BLOCK MAT WITH TYPE 2 UNDERLAYMENT | 11 SY | $76.00 | $77.90 | $76.00 |
| 846E00110 POLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM | 3 CF | $885 | $910 | $885 |
| 848E30200 SUPERPLASTICIZED DENSE CONCRETE OVERLAY (VARIABLE | 10 CY | $200 | $205 | $200 |
| 848E50000 HAND CHIPPING | 15 SY | $150 | $154 | $150 |
| 848E50100 TEST SLAB | 1 LS | $2,000 | $2,050 | $2,000 |
| 848E50200 FULL-DEPTH REPAIR | 3 CY | $1,600 | $1,640 | $1,600 |
| 848E50320 EXISTING CONCRETE OVERLAY REMOVED, AS PER PLAN | 2,098 SY | $10.00 | $10.25 | $10.00 |
| 848E50340 REMOVAL OF DEBONDED OR DETERIORATED EXISTING VARIA | 222 SY | $26.00 | $26.65 | $26.00 |
| 202E30700 CONCRETE BARRIER REMOVED | 100 FT | $60.00 | $61.50 | $60.00 |
| 622E90000 BARRIER, MISC.: 50" HIGH BARRIER (MC-9) | 100 FT | $152 | $156 | $152 |
| 509E10000 EPOXY COATED REINFORCING STEEL | 3,829 LB | $1.90 | $1.95 | $1.90 |
| 509E20001 REINFORCING STEEL, REPLACEMENT OF EXISTING REINFOR | 100 LB | $1.75 | $1.80 | $1.75 |
| 510E10000 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | 84 EACH | $25.00 | $25.75 | $25.00 |
| 511E34412 CLASS QC2 CONCRETE WITH QC/QA, SUPERSTRUCTURE | 67 CY | $1,200 | $1,230 | $1,200 |
| 517E70000 RAILING (TWIN STEEL TUBE) | 474 FT | $233 | $220 | $233 |
| 518E22300 SPECIAL - STEEL DRIP STRIP | 468 FT | $13.00 | $13.50 | $13.00 |
| 519E11100 PATCHING CONCRETE STRUCTURE | 50 SF | $125 | $129 | $125 |
| 848E10201 SUPERPLASTICIZED DENSE CONCRETE OVERLAY USING HYDR | 1,198 SY | $95.00 | $98.00 | $95.00 |
| 848E20000 SURFACE PREPARATION USING HYDRODEMOLITION | 1,198 SY | $75.00 | $77.00 | $75.00 |
| 848E30200 SUPERPLASTICIZED DENSE CONCRETE OVERLAY (VARIABLE | 10 CY | $200 | $205 | $200 |
| 848E50000 HAND CHIPPING | 34 SY | $150 | $154 | $150 |
| 848E50100 TEST SLAB | 1 LS | $2,000 | $2,050 | $2,000 |
| 848E50200 FULL-DEPTH REPAIR | 1 CY | $1,600 | $1,640 | $1,600 |
| 848E50320 EXISTING CONCRETE OVERLAY REMOVED(1.25") | 1,198 SY | $10.00 | $10.25 | $10.00 |
| 848E50340 REMOVAL OF DEBONDED OR DETERIORATED EXISTING VARIA | 100 SY | $26.00 | $26.65 | $26.00 |
| 100E00300 PREMIUM ON RAILROADS' PROTECTIVE PUBLIC LIABILITY | 1 LS | $5,700 | $4,500 | $15,000 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $53,000 | $50,000 | $50,000 |
| 108E30000 CPM PROGRESS SCHEDULE SHORT DURATION PROJECTS | 1 LS | $6,000 | $15,000 | $1,000 |
| 623E10001 CONSTRUCTION LAYOUT STAKES AND SURVEYING, AS PER P | 1 LS | $19,550 | $16,000 | $12,500 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 442E10001 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 14,712 CY | $218 | $3.21M | 28% |
| 606E98000 GUARDRAIL, MISC.:BOX BEAM RAIL | 11,088 FT | $74.5 | $826k | 7% |
| 255E10200 FULL DEPTH PAVEMENT REMOVAL AND RIGID REPLACEMENT, | 3,200 SY | $201 | $643k | 6% |
| 606E98000 GUARDRAIL, MISC.:MEDIAN BOX BEAM RAIL | 7,692 FT | $83.5 | $642k | 6% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 1 3/4" | 303,777 SY | $1.41 | $428k | 4% |
| 606E15050 GUARDRAIL, TYPE MGS | 21,450 FT | $18.6 | $399k | 3% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $355,000 | $355k | 3% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $350,000 | $350k | 3% |
| 624E10000 MOBILIZATION | 1 LS | $250,000 | $250k | 2% |
| 511E34413 CLASS QC2 CONCRETE WITH QC/QA, SUPERSTRUCTURE, AS | 213 CY | $1,150 | $245k | 2% |