MOT-SR 4-17.79/18.03
MOT County · est $7.4M
Bid dateThursday, February 23—
MOT County · est $7.4M
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 199 more items below.
| Item | Quantity | R1Complete General Construction Company | % of bid |
|---|---|---|---|
| 442E20000 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 1,428 CY | $335 | 12% |
| 511E34446 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK | 408 CY | $1,000 | 10% |
| 511E34446 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK | 401 CY | $1,000 | 10% |
| 509E26000 GALVANIZED STEEL REINFORCEMENT | 113,474 LB | $2.65 | 7% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $245,000 | 6% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $245,000 | 6% |
| 526E25011 REINFORCED CONCRETE APPROACH SLABS WITH QC/QA (T=1 | 372 SY | $608 | 6% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $200,000 | 5% |
| 624E10000 MOBILIZATION | 1 LS | $200,000 | 5% |
| 253E01001 PAVEMENT REPAIR, AS PER PLAN | 1,500 SY | $116 | 4% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 612 CY | $254 | 4% |
| 514E00050 SURFACE PREPARATION OF EXISTING STRUCTURAL STEEL | 13,984 SF | $10.00 | 3% |
| 514E00050 SURFACE PREPARATION OF EXISTING STRUCTURAL STEEL | 13,954 SF | $10.00 | 3% |
| 526E25011 REINFORCED CONCRETE APPROACH SLABS WITH QC/QA (T=1 | 375 SY | $360 | 3% |
| 513E10201 STRUCTURAL STEEL MEMBERS, LEVEL UF, AS PER PLAN | 5,914 LB | $18.00 | 3% |
| 513E10201 STRUCTURAL STEEL MEMBERS, LEVEL UF, AS PER PLAN | 5,906 LB | $18.00 | 3% |
| 511E34450 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK (PARAPE | 72 CY | $1,400 | 2% |
| 511E34450 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK (PARAPE | 71 CY | $1,400 | 2% |
| 511E44110 CLASS QC1 CONCRETE, ABUTMENT NOT INCLUDING FOOTING | 59 CY | $1,550 | 2% |
| 509E30030 NO. 5 DEFORMED GFRP REINFORCEMENT | 50,940 FT | $1.74 | 2% |
| Item | Quantity | R1Complete General Construction Company |
|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $15,000 |
| 202E23000 PAVEMENT REMOVED | 1,427 SY | $26.00 |
| 202E38000 GUARDRAIL REMOVED | 958 FT | $2.00 |
| 203E10000 EXCAVATION | 700 CY | $30.00 |
| 203E20000 EMBANKMENT | 75 CY | $35.00 |
| 204E10000 SUBGRADE COMPACTION | 2,079 SY | $3.70 |
| 606E15050 GUARDRAIL, TYPE MGS | 731.3 FT | $22.00 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E (MASH 2016) | 1 EACH | $2,740 |
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 →
| 2 EACH |
| $1,330 |
| 606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 5 EACH | $2,680 |
| 606E35102 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 2 | 3 EACH | $550 |
| 607E35000 FENCE REMOVED AND REBUILT | 99 FT | $28.00 |
| 608E10000 4" CONCRETE WALK | 4,623 SF | $9.00 |
| 601E21050 TIED CONCRETE BLOCK MAT WITH TYPE 1 UNDERLAYMENT | 1 SY | $500 |
| 601E21060 TIED CONCRETE BLOCK MAT WITH TYPE 2 UNDERLAYMENT | 61 SY | $80.00 |
| 659E00100 SOIL ANALYSIS TEST | 2 EACH | $200 |
| 659E00300 TOPSOIL | 118 CY | $45.00 |
| 659E10000 SEEDING AND MULCHING | 1,062 SY | $3.95 |
| 659E14000 REPAIR SEEDING AND MULCHING | 53 SY | $1.10 |
| 659E20000 COMMERCIAL FERTILIZER | 0.14 TON | $570 |
| 659E31000 LIME | 0.22 ACRE | $50.00 |
| 659E35000 WATER | 6 MGAL | $1.00 |
| 832E30000 EROSION CONTROL | 10,000 EACH | $1.00 |
| 605E11110 6" SHALLOW PIPE UNDERDRAINS WITH GEOTEXTILE FABRIC | 160 FT | $25.00 |
| 605E13300 6" UNCLASSIFIED PIPE UNDERDRAINS | 50 FT | $27.00 |
| 605E31100 AGGREGATE DRAINS | 50 FT | $30.00 |
| 611E01500 6" CONDUIT, TYPE F | 50 FT | $55.00 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 1 EACH | $500 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (1.5" DEPTH) | 29,981 SY | $2.25 |
| 304E20000 AGGREGATE BASE | 344 CY | $116 |
| 407E13900 TACK COAT, 702.13 | 52 GAL | $5.00 |
| 407E20000 NON-TRACKING TACK COAT | 2,878 GAL | $10.00 |
| 409E30000 SAWING AND SEALING ASPHALT CONCRETE PAVEMENT JOINT | 737 FT | $5.00 |
| 609E24510 CURB, TYPE 4-C | 90 FT | $45.00 |
| 625E00450 CONNECTION, FUSED PULL APART | 8 EACH | $250 |
| 625E00480 CONNECTION, UNFUSED PERMANENT | 15 EACH | $120 |
| 625E10490 LIGHT POLE, CONVENTIONAL, DESIGN AT12B40 | 4 EACH | $3,500 |
| 625E10614 LIGHT POLE ANCHOR BOLTS ON STRUCTURE | 16 EACH | $325 |
| 625E23200 NO. 4 AWG 2400 VOLT DISTRIBUTION CABLE | 1,383 FT | $3.50 |
| 625E23400 NO. 10 AWG POLE AND BRACKET CABLE | 416 FT | $4.00 |
| 625E24320 1-1/2" DUCT CABLE WITH THREE NO. 4 AWG 2400 VOLT C | 46 FT | $30.00 |
| 625E25400 CONDUIT, 2", 725.04 | 515 FT | $32.00 |
| 625E26253 LUMINAIRE, CONVENTIONAL, SOLID STATE (LED), AS PER | 4 EACH | $600 |
| 625E27503 LUMINAIRE, UNDERPASS, SOLID STATE (LED), AS PER PL | 6 EACH | $900 |
| 625E29002 TRENCH, 24" DEEP | 138 FT | $15.00 |
| 625E29400 TRENCH IN PAVED AREA | 6 FT | $110 |
| 625E29920 STRUCTURE JUNCTION BOX | 4 EACH | $3,000 |
| 625E30700 PULL BOX, 725.08, 18" | 3 EACH | $1,500 |
| 625E31510 PULL BOX REMOVED | 1 EACH | $200 |
| 625E33000 STRUCTURE GROUNDING SYSTEM | 2 EACH | $10,000 |
| 625E34001 POWER SERVICE, AS PER PLAN | 1 EACH | $11,000 |
| 625E36010 UNDERGROUND WARNING/MARKING TAPE | 144 FT | $2.00 |
| 625E37101 SERVICE TO UNDERPASS LIGHTING, AS PER PLAN | 1 EACH | $25,500 |
| 625E39520 PULL BOX CLEANED | 4 EACH | $300 |
| 625E40000 SPECIAL - MAINTAIN EXISTING LIGHTING | 1 LS | $30,000 |
| 625E40010 SPECIAL - REPLACEMENT OF EXISTING LIGHTING UNIT | 2 EACH | $1,500 |
| 625E75400 LIGHT POLE REMOVED | 4 EACH | $1,200 |
| 625E76000 ARC FLASH CALCULATIONS AND LABEL (CC-UP) | 1 EACH | $2,000 |
| 625E98000 LIGHTING, MISC.: UNDERPASS LIGHTING REMOVED | 1 EACH | $5,000 |
| 621E00100 RPM | 184 EACH | $51.00 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 184 EACH | $18.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2 (ONE-WAY) | 23 EACH | $9.80 |
| 642E00200 LANE LINE, 4", TYPE 1 | 0.26 MILE | $4,910 |
| 642E00300 CENTER LINE, TYPE 1 | 0.13 MILE | $8,505 |
| 642E00400 CHANNELIZING LINE, 8", TYPE 1 | 180 FT | $1.25 |
| 642E00500 STOP LINE, TYPE 1 | 44 FT | $4.50 |
| 644E00104 EDGE LINE, 6" | 2.13 MILE | $3,745 |
| 644E00204 LANE LINE, 6" | 1.15 MILE | $1,800 |
| 644E00404 CHANNELIZING LINE, 12" | 2,859 FT | $2.75 |
| 644E00720 CHEVRON MARKING | 95 FT | $25.25 |
| 644E01510 DOTTED LINE, 6" | 1,800 FT | $2.25 |
| 644E01520 DOTTED LINE, 12" | 490 FT | $2.50 |
| 646E10010 EDGE LINE, 6" | 0.64 MILE | $10,095 |
| 646E10110 LANE LINE, 6" | 0.36 MILE | $3,760 |
| 646E10310 CHANNELIZING LINE, 12" | 355 FT | $2.50 |
| 646E20504 DOTTED LINE, 6" | 1,034 FT | $2.00 |
| 646E20510 DOTTED LINE, 12" | 227 FT | $2.25 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 200 HOUR | $85.00 |
| 614E11630 INCREASED BARRIER DELINEATION | 3,340 FT | $3.02 |
| 614E12380 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $1,970 |
| 614E12420 DETOUR SIGNING | 1 LS | $4,500 |
| 614E12500 REPLACEMENT SIGN | 10 EACH | $150 |
| 614E12600 REPLACEMENT DRUM | 50 EACH | $55.00 |
| 614E12800 WORK ZONE RAISED PAVEMENT MARKER | 920 EACH | $9.31 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 50 CY | $260 |
| 614E13310 BARRIER REFLECTOR, TYPE 1 (ONE-WAY) | 90 EACH | $15.41 |
| 614E13350 OBJECT MARKER, ONE WAY | 90 EACH | $19.46 |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 8 SNMT | $770 |
| 614E20560 WORK ZONE LANE LINE, CLASS III, 6", 642 PAINT | 1.15 MILE | $510 |
| 614E21200 WORK ZONE CENTER LINE, CLASS I, 740.06, TYPE I | 0.29 MILE | $11,682 |
| 614E22336 WORK ZONE EDGE LINE, CLASS I, 6", 648 | 0.73 MILE | $8,145 |
| 614E22200 WORK ZONE EDGE LINE, CLASS I, 4", 740.06, TYPE I | 0.1 MILE | $8,033 |
| 614E22326 WORK ZONE EDGE LINE, CLASS I, 6", 873 | 1.74 MILE | $10,710 |
| 614E22360 WORK ZONE EDGE LINE, CLASS III, 6", 642 PAINT | 2.13 MILE | $1,270 |
| 614E23130 WORK ZONE CHANNELIZING LINE, CLASS I, 12", 873 | 5,237 FT | $3.09 |
| 614E23150 WORK ZONE CHANNELIZING LINE, CLASS I, 12", 648 | 2,133 FT | $2.50 |
| 614E23400 WORK ZONE CHANNELIZING LINE, CLASS I, 8", 740.06, | 73 FT | $2.16 |
| 614E23690 WORK ZONE CHANNELIZING LINE, CLASS III, 12", 642 P | 2,859 FT | $1.25 |
| 614E24122 WORK ZONE DOTTED LINE, CLASS I, 6", 873 | 720 FT | $1.22 |
| 614E24142 WORK ZONE DOTTED LINE, CLASS I, 6", 648 | 1,045 FT | $2.25 |
| 614E24612 WORK ZONE DOTTED LINE, CLASS III, 6", 642 PAINT | 1,800 FT | $1.10 |
| 614E24618 WORK ZONE DOTTED LINE, CLASS III, 12", 642 PAINT | 490 FT | $1.15 |
| 614E26400 WORK ZONE STOP LINE, CLASS I, 740.06, TYPE I | 42 FT | $5.00 |
| 615E10000 ROADS FOR MAINTAINING TRAFFIC | 1 LS | $6,000 |
| 615E20000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS A | 28 SY | $220 |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 2,660 FT | $15.30 |
| 622E41110 PORTABLE BARRIER, ANCHORED | 680 FT | $21.55 |
| 202E22900 APPROACH SLAB REMOVED | 267 SY | $48.00 |
| 202E23500 WEARING COURSE REMOVED | 1,492 SY | $10.00 |
| 202E32800 CONCRETE SLOPE PROTECTION REMOVED | 211 SY | $35.00 |
| 203E10000 EXCAVATION | 499 CY | $39.00 |
| 204E30010 GRANULAR MATERIAL, TYPE B | 60 CY | $130 |
| 204E50001 GEOTEXTILE FABRIC, AS PER PLAN | 683 SY | $6.00 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $20,000 |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $15,000 |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 44,799 LB | $1.63 |
| 509E26000 GALVANIZED STEEL REINFORCEMENT | 18,697 LB | $3.35 |
| 509E30020 NO. 4 DEFORMED GFRP REINFORCEMENT | 35,418 FT | $1.16 |
| 509E30040 NO. 6 DEFORMED GFRP REINFORCEMENT | 29,379 FT | $2.49 |
| 510E10000 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | 506 EACH | $15.00 |
| 511E33501 SEMI-INTEGRAL DIAPHRAGM GUIDE, AS PER PLAN | 2 EACH | $3,400 |
| 511E81300 CONCRETE, MISC.:AESTHETIC TEST PANEL | 2 EACH | $4,500 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 945 SY | $22.50 |
| 512E33000 TYPE 2 WATERPROOFING | 6 SY | $60.00 |
| 512E74000 REMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACE | 341 SY | $22.50 |
| 513E20000 WELDED STUD SHEAR CONNECTORS | 6,720 EACH | $5.00 |
| 514E00056 FIELD PAINTING OF EXISTING STRUCTURAL STEEL, PRIME | 13,984 SF | $3.00 |
| 514E00060 FIELD PAINTING STRUCTURAL STEEL, INTERMEDIATE COAT | 14,499 SF | $3.00 |
| 514E00066 FIELD PAINTING STRUCTURAL STEEL, FINISH COAT | 14,499 SF | $2.00 |
| 514E00504 GRINDING FINS, TEARS, SLIVERS ON EXISTING STRUCTUR | 22 MNHR | $150 |
| 514E10000 FINAL INSPECTION REPAIR | 13 EACH | $200 |
| 514E27700 FIELD PAINTING, MISC.:COATING OF BEAM ENDS | 381 SF | $100 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 110 SF | $13.99 |
| 516E13900 2" PREFORMED EXPANSION JOINT FILLER | 220 SF | $12.62 |
| 516E14020 SEMI-INTEGRAL ABUTMENT EXPANSION JOINT SEAL | 166 FT | $50.59 |
| 516E44100 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 16 EACH | $2,200 |
| 516E44100 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 8 EACH | $2,400 |
| 516E44100 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 8 EACH | $2,800 |
| 516E47001 JACKING AND TEMPORARY SUPPORT OF SUPERSTRUCTURE, A | 1 LS | $35,000 |
| 518E12200 SCUPPERS, INCLUDING SUPPORTS | 1 EACH | $800 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 17 CY | $115 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 150 FT | $9.00 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 86 FT | $16.00 |
| 526E90020 TYPE B INSTALLATION | 74 SY | $55.00 |
| 530E13000 SPECIAL - FORM LINER | 1,423 SF | $14.50 |
| 601E21000 CONCRETE SLOPE PROTECTION | 211 SY | $130 |
| 607E39900 VANDAL PROTECTION FENCE, 6' STRAIGHT, COATED FABRI | 330 FT | $106 |
| 840E23000 SELECT GRANULAR BACKFILL | 329 CY | $125 |
| 844E10001 CONCRETE PATCHING WITH GALVANIC ANODE PROTECTION, | 59 SF | $190 |
| 863E00100 GEOGRID, TYPE P1 | 1,377 SY | $7.00 |
| 202E22900 APPROACH SLAB REMOVED | 267 SY | $45.00 |
| 202E23500 WEARING COURSE REMOVED | 267 SY | $13.00 |
| 202E32800 CONCRETE SLOPE PROTECTION REMOVED | 182 SY | $35.00 |
| 203E10000 EXCAVATION | 543 CY | $39.00 |
| 204E30010 GRANULAR MATERIAL, TYPE B | 42 CY | $130 |
| 204E50001 GEOTEXTILE FABRIC, AS PER PLAN | 629 SY | $6.00 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $20,000 |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $15,000 |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 43,560 LB | $1.63 |
| 509E30020 NO. 4 DEFORMED GFRP REINFORCEMENT | 5,957 FT | $1.37 |
| 510E10000 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | 368 EACH | $19.00 |
| 511E33501 SEMI-INTEGRAL DIAPHRAGM GUIDE, AS PER PLAN | 2 EACH | $3,400 |
| 511E44110 CLASS QC1 CONCRETE, ABUTMENT NOT INCLUDING FOOTING | 50 CY | $1,500 |
| 511E81300 CONCRETE, MISC.:AESTHETIC TEST PANEL | 2 EACH | $4,500 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 903 SY | $22.50 |
| 512E33000 TYPE 2 WATERPROOFING | 6 SY | $60.00 |
| 512E74000 REMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACE | 364 SY | $22.50 |
| 513E20000 WELDED STUD SHEAR CONNECTORS | 6,720 EACH | $5.00 |
| 514E00056 FIELD PAINTING OF EXISTING STRUCTURAL STEEL, PRIME | 13,954 SF | $3.00 |
| 514E00060 FIELD PAINTING STRUCTURAL STEEL, INTERMEDIATE COAT | 14,471 SF | $3.00 |
| 514E00066 FIELD PAINTING STRUCTURAL STEEL, FINISH COAT | 14,471 SF | $2.00 |
| 514E00504 GRINDING FINS, TEARS, SLIVERS ON EXISTING STRUCTUR | 22 MNHR | $150 |
| 514E10000 FINAL INSPECTION REPAIR | 13 EACH | $200 |
| 514E27700 FIELD PAINTING, MISC.:COATING OF BEAM ENDS | 380 SF | $100 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 124 SF | $12.00 |
| 516E13900 2" PREFORMED EXPANSION JOINT FILLER | 199 SF | $14.00 |
| 516E14020 SEMI-INTEGRAL ABUTMENT EXPANSION JOINT SEAL | 162 FT | $52.00 |
| 516E44100 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 16 EACH | $2,200 |
| 516E44100 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 8 EACH | $2,400 |
| 516E44100 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 8 EACH | $2,800 |
| 516E47001 JACKING AND TEMPORARY SUPPORT OF SUPERSTRUCTURE, A | 1 LS | $35,000 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 17 CY | $120 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 141 FT | $9.00 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 100 FT | $16.00 |
| 526E90020 TYPE B INSTALLATION | 75 SY | $55.00 |
| 530E13000 SPECIAL - FORM LINER | 1,297 SF | $14.00 |
| 601E21000 CONCRETE SLOPE PROTECTION | 182 SY | $130 |
| 607E39900 VANDAL PROTECTION FENCE, 6' STRAIGHT, COATED FABRI | 330 FT | $106 |
| 840E23000 SELECT GRANULAR BACKFILL | 310 CY | $125 |
| 844E10001 CONCRETE PATCHING WITH GALVANIC ANODE PROTECTION, | 41 SF | $200 |
| 863E00100 GEOGRID, TYPE P1 | 1,566 SY | $7.00 |
| 516E01301 ELASTOMERIC STRIP SEAL WITHOUT STEEL EXTRUSIONS, A | 299 FT | $125 |
| 518E62200 STRUCTURE DRAINAGE, MISC.:FLEXIBLE SCUPPER CONNECT | 1 EACH | $2,600 |
| 844E10001 CONCRETE PATCHING WITH GALVANIC ANODE PROTECTION, | 30 SF | $250 |
| 100E51200 DEPARTMENT'S SHARE OF THE DISPUTE RESOLUTION ADVIS | 19,000 EACH | $1.00 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $40,000 |
| 108E10000 CPM PROGRESS SCHEDULE | 1 LS | $3,500 |
| 619E16020 FIELD OFFICE, TYPE C | 18 MNTH | $4,000 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $30,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 442E20000 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 1,428 CY | $335 | $478k | 7% |
| 511E34446 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK | 408 CY | $1,000 | $408k | 6% |
| 511E34446 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK | 401 CY | $1,000 | $401k | 6% |
| 509E26000 GALVANIZED STEEL REINFORCEMENT | 113,474 LB | $2.65 | $301k | 5% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $245,000 | $245k | 4% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $245,000 | $245k | 4% |
| 526E25011 REINFORCED CONCRETE APPROACH SLABS WITH QC/QA (T=1 | 372 SY | $608.18 | $226k | 3% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $200,000 | $200k | 3% |
| 624E10000 MOBILIZATION | 1 LS | $200,000 | $200k | 3% |
| 253E01001 PAVEMENT REPAIR, AS PER PLAN | 1,500 SY | $116 | $174k | 3% |