CLI-SR 729-02.85 and Various
CLI County · est $6.1M
Bid dateThursday, October 26—
CLI County · est $6.1M
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 153 more items below.
| Item | Quantity | R1John R Jurgensen Company | R2Fillmore Construction | R3Sunesis Construction CO | % of bid |
|---|---|---|---|---|---|
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 6,264 CY | $227 | $226 | $237 | 28% |
| 253E02000 PAVEMENT REPAIR | 2,000 CY | $365 | $300 | $381 | 14% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $554,821 | $274,500 | $12,650 | 11% |
| 511E32212 CLASS QC2 CONCRETE WITH QC/QA, SUPERSTRUCTURE | 238 CY | $1,300 | $1,335 | $1,639 | 6% |
| 511E32212 CLASS QC2 CONCRETE WITH QC/QA, SUPERSTRUCTURE | 238 CY | $1,300 | $1,335 | $1,798 | 6% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (D = 1.5") | 150,221 SY | $1.75 | $1.00 | $1.82 | 5% |
| 509E27000 CHROMIUM STEEL REINFORCEMENT | 84,035 LB | $2.53 |
| Item | Quantity | R1John R Jurgensen Company | R2Fillmore Construction | R3Sunesis Construction CO |
|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $57,143 | $45,000 | $7,542 |
| 202E23000 PAVEMENT REMOVED | 1,560 SY | $32.85 | $5.00 | $20.66 |
| 202E30000 WALK REMOVED | 1,675 SF | $15.00 | $5.00 | $6.29 |
| 202E32000 CURB REMOVED | 13.5 FT | $30.00 | $10.00 | $15.15 |
| 202E32500 CURB AND GUTTER REMOVED | 54.5 FT | $30.00 | $10.00 | $18.28 |
| 202E38000 GUARDRAIL REMOVED |
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 →
| $2.75 |
| $3.57 |
| 4% |
| 624E10000 MOBILIZATION | 1 LS | $200,000 | $200,000 | $993,236 | 4% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 374 CY | $345 | $220 | $360 | 3% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $120,000 | $80,000 | $72,293 | 2% |
| 611E95901 12' X 7' CONDUIT, TYPE A, 706.05, AS PER PLAN | 48 FT | $2,300 | $2,500 | $3,082 | 2% |
| 509E26000 GALVANIZED STEEL REINFORCEMENT | 58,503 LB | $1.87 | $1.90 | $4.34 | 2% |
| 617E10100 COMPACTED AGGREGATE 1.5" DEPTH, 12" WIDTH | 521 CY | $197 | $100 | $60.33 | 2% |
| 517E70100 RAILING (THREE STEEL TUBE BRIDGE RAILING) | 214 FT | $468 | $600 | $603 | 2% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $100,000 | $107,500 | $99,047 | 2% |
| 644E00104 EDGE LINE, 6" | 21.44 MILE | $4,640 | $4,732 | $4,787 | 2% |
| 441E50200 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1 | 448 (147 CY | $600 | $260 | $626 | 2% |
| 526E25010 REINFORCED CONCRETE APPROACH SLABS WITH QC/QA (T=1 | 200 SY | $375 | $375 | $424 | 1% |
| 611E94800 8' X 4' CONDUIT, TYPE A, 706.05 | 50 FT | $1,300 | $2,000 | $1,294 | 1% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $59,864 | $86,500 | $0.01 | 1% |
| 990 FT |
| $2.00 |
| $5.75 |
| $5.78 |
| 202E42001 ANCHOR ASSEMBLY REMOVED, TYPE A, AS PER PLAN | 4 EACH | $320 | $125 | $399 |
| 202E42010 ANCHOR ASSEMBLY REMOVED, TYPE E | 4 EACH | $145 | $100 | $101 |
| 202E58100 CATCH BASIN REMOVED | 1 EACH | $639 | $500 | $277 |
| 202E70000 SPECIAL - FILL AND PLUG EXISTING CONDUIT | 40 FT | $148 | $100 | $52.41 |
| 203E10000 EXCAVATION | 10 CY | $65.11 | $100 | $64.89 |
| 203E20000 EMBANKMENT | 10 CY | $30.23 | $100 | $49.88 |
| 203E35120 GRANULAR MATERIAL, TYPE C | 47 CY | $110 | $100 | $121 |
| 204E10000 SUBGRADE COMPACTION | 1,632 SY | $7.66 | $5.00 | $8.77 |
| 204E13000 EXCAVATION OF SUBGRADE, 12" DEPTH | 50 CY | $88.84 | $100 | $51.47 |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 1,400 FT | $20.40 | $25.00 | $25.14 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E (MASH 2016) | 16 EACH | $2,520 | $2,600 | $2,614 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 4 EACH | $1,380 | $1,275 | $1,282 |
| 606E34600 MGS BRIDGE TERMINAL ASSEMBLY, TYPE TST-2 | 6 EACH | $2,200 | $2,700 | $2,715 |
| 606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 1 EACH | $2,300 | $2,500 | $2,514 |
| 608E10000 4" CONCRETE WALK | 134 SF | $15.00 | $20.00 | $25.91 |
| 608E52000 CURB RAMP | 1,574.2 SF | $28.00 | $30.00 | $35.78 |
| 608E53020 DETECTABLE WARNING | 307.5 SF | $50.00 | $25.00 | $12.07 |
| 609E12000 COMBINATION CURB AND GUTTER, TYPE 2 | 22.2 FT | $60.00 | $100 | $66.67 |
| 609E26000 CURB, TYPE 6 | 6 FT | $60.00 | $100 | $44.72 |
| 623E39500 MONUMENT ASSEMBLY ADJUSTED TO GRADE | 4 EACH | $766 | $2,500 | $396 |
| 878E25000 INSPECTION AND COMPACTION TESTING OF UNBOUND MATER | 1 LS | $13,928 | $50,000 | $20,011 |
| 654E11000 COMMERCIAL FERTILIZER | 0.4 TON | $1,500 | $1,000 | $1,408 |
| 659E10000 SEEDING AND MULCHING | 3,000 SY | $1.75 | $2.50 | $2.65 |
| 659E14000 REPAIR SEEDING AND MULCHING | 150 SY | $1.00 | $2.50 | $2.26 |
| 659E31000 LIME | 0.62 ACRE | $200 | $1,000 | $453 |
| 659E35000 WATER | 16.6 MGAL | $1.00 | $1.00 | $10.06 |
| 659E40000 MOWING | 6.8 MSF | $1.00 | $500 | $18.10 |
| 832E30000 EROSION CONTROL | 5,000 EACH | $1.00 | $1.00 | $1.00 |
| 611E98150 CATCH BASIN, NO. 3 | 1 EACH | $6,137 | $7,500 | $5,857 |
| 611E98630 CATCH BASIN ADJUSTED TO GRADE | 3 EACH | $1,069 | $2,500 | $222 |
| 611E99654 MANHOLE ADJUSTED TO GRADE | 10 EACH | $1,142 | $1,000 | $649 |
| 254E01600 PATCHING PLANED SURFACE | 1,513 SY | $6.50 | $3.00 | $6.78 |
| 304E20000 AGGREGATE BASE | 297 CY | $169 | $90.00 | $99.48 |
| 407E20000 NON-TRACKING TACK COAT | 9,523 GAL | $5.00 | $3.50 | $5.21 |
| 617E20000 SHOULDER PREPARATION | 12,496 SY | $2.33 | $1.00 | $1.51 |
| 617E25000 WATER | 10 MGAL | $1,273 | $1.00 | $19.03 |
| 618E39000 RUMBLE STRIPS, TRANSVERSE (ASPHALT CONCRETE) | 4 EACH | $1,600 | $2,500 | $1,609 |
| 638E10800 VALVE BOX ADJUSTED TO GRADE | 27 EACH | $838 | $250 | $268 |
| 614E13312 BARRIER REFLECTOR, TYPE 2 (BI-DIRECTIONAL) | 52 EACH | $33.52 | $10.00 | $10.06 |
| 621E00100 RPM | 409 EACH | $45.00 | $52.84 | $45.25 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 470 EACH | $18.63 | $10.00 | $18.92 |
| 644E00300 CENTER LINE | 10.72 MILE | $3,450 | $5,700 | $5,766 |
| 644E00500 STOP LINE | 48 FT | $10.00 | $10.00 | $10.12 |
| 644E00620 CROSSWALK LINE, 12" | 568 FT | $8.85 | $5.00 | $5.06 |
| 644E01000 RAILROAD SYMBOL MARKING | 2 EACH | $550 | $752 | $761 |
| 646E10010 EDGE LINE, 6" | 0.14 MILE | $28,214 | $41,440 | $41,919 |
| 646E10200 CENTER LINE | 0.07 MILE | $37,643 | $55,271 | $55,909 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 120 HOUR | $109 | $90.00 | $55.31 |
| 614E12420 DETOUR SIGNING | 1 LS | $32,585 | $40,000 | $36,190 |
| 614E21100 WORK ZONE CENTER LINE, CLASS I, 642 PAINT | 0.16 MILE | $6,405 | $10,000 | $10,116 |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 10.65 MILE | $740 | $2,965 | $2,999 |
| 614E22110 WORK ZONE EDGE LINE, CLASS I, 6", 642 PAINT | 0.32 MILE | $4,880 | $5,000 | $5,058 |
| 614E22360 WORK ZONE EDGE LINE, CLASS III, 6", 642 PAINT | 20.22 MILE | $970 | $1,824 | $1,845 |
| 614E26610 WORK ZONE STOP LINE, CLASS III, 642 PAINT | 48 FT | $4.00 | $10.00 | $10.12 |
| 614E27250 WORK ZONE CROSSWALK LINE, CLASS III, 12", 642 PAIN | 568 FT | $3.50 | $4.00 | $4.05 |
| 614E32210 WORK ZONE RAILROAD SYMBOL MARKING, CLASS III, 642 | 2 EACH | $400 | $353 | $357 |
| 202E11000 STRUCTURE REMOVED | 1 LS | $25,600 | $10,000 | $8,063 |
| 503E11101 COFFERDAMS AND EXCAVATION BRACING, AS PER PLAN | 1 LS | $6,000 | $50,000 | $8,828 |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $20,000 | $5,000 | $5,565 |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 2,817 LB | $1.75 | $3.00 | $1.59 |
| 511E46010 CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDI | 6 CY | $2,650 | $1,500 | $2,245 |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 20 CY | $850 | $1,000 | $1,355 |
| 511E46610 CLASS QC1 CONCRETE, HEADWALL | 1 CY | $1,800 | $1,500 | $4,236 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 34 SY | $50.00 | $30.00 | $40.15 |
| 512E33000 TYPE 2 WATERPROOFING | 70 SY | $28.00 | $30.00 | $40.15 |
| 512E33010 TYPE 3 WATERPROOFING | 67 SY | $45.00 | $65.00 | $57.36 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 26 SF | $8.00 | $20.00 | $5.02 |
| 518E21230 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 1 LS | $1,300 | $3,000 | $2,469 |
| 601E11000 RIPRAP, TYPE D | 28 SY | $365 | $100 | $292 |
| 202E11000 STRUCTURE REMOVED | 1 LS | $14,500 | $10,000 | $10,638 |
| 503E11101 COFFERDAMS AND EXCAVATION BRACING, AS PER PLAN | 1 LS | $6,500 | $50,000 | $8,828 |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $28,000 | $10,000 | $12,776 |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 6,328 LB | $1.75 | $3.00 | $1.58 |
| 511E46010 CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDI | 18 CY | $2,300 | $1,500 | $2,005 |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 47 CY | $660 | $1,000 | $673 |
| 511E46610 CLASS QC1 CONCRETE, HEADWALL | 1 CY | $1,800 | $1,500 | $4,349 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 74 SY | $45.00 | $30.00 | $40.15 |
| 512E33000 TYPE 2 WATERPROOFING | 77 SY | $28.00 | $30.00 | $40.15 |
| 512E33010 TYPE 3 WATERPROOFING | 86 SY | $45.00 | $65.00 | $57.36 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 53 SF | $8.00 | $20.00 | $4.98 |
| 518E21230 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 1 LS | $4,000 | $3,500 | $2,979 |
| 202E11000 STRUCTURE REMOVED | 1 LS | $18,000 | $10,000 | $9,081 |
| 503E11101 COFFERDAMS AND EXCAVATION BRACING, AS PER PLAN | 1 LS | $6,000 | $50,000 | $20,017 |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $20,000 | $5,000 | $4,341 |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 2,859 LB | $1.80 | $3.00 | $1.59 |
| 511E46010 CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDI | 6 CY | $2,650 | $1,500 | $582 |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 20 CY | $850 | $1,000 | $965 |
| 511E46610 CLASS QC1 CONCRETE, HEADWALL | 1 CY | $1,800 | $1,500 | $4,235 |
| 512E10050 SEALING OF CONCRETE SURFACES (NON-EPOXY) | 35 SY | $20.00 | $30.00 | $28.68 |
| 512E33000 TYPE 2 WATERPROOFING | 44 SY | $28.00 | $30.00 | $40.15 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 26 SF | $8.00 | $20.00 | $6.14 |
| 518E21230 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 1 LS | $1,300 | $3,000 | $2,469 |
| 611E94800 8' X 4' CONDUIT, TYPE A, 706.05 | 36 FT | $1,600 | $2,500 | $1,390 |
| 601E11000 RIPRAP, TYPE D | 119 SY | $290 | $100 | $272 |
| 202E22900 APPROACH SLAB REMOVED | 67 SY | $60.00 | $50.00 | $123 |
| 202E23500 WEARING COURSE REMOVED | 67 SY | $10.00 | $10.00 | $10.18 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $18,000 | $60,000 | $20,017 |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $35,000 | $25,000 | $5,168 |
| 510E10001 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT, AS | 152 EACH | $16.50 | $20.00 | $25.91 |
| 511E43262 CLASS QC2 CONCRETE WITH QC/QA, PIER CAP | 17 CY | $2,000 | $2,550 | $4,232 |
| 511E44110 CLASS QC1 CONCRETE, ABUTMENT NOT INCLUDING FOOTING | 5 CY | $1,700 | $2,400 | $8,634 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 240 SY | $16.00 | $30.00 | $40.15 |
| 512E33000 TYPE 2 WATERPROOFING | 39 SY | $26.50 | $30.00 | $40.15 |
| 512E74000 REMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACE | 41 SY | $30.00 | $30.00 | $34.42 |
| 516E13200 1/2" PREFORMED EXPANSION JOINT FILLER | 62 SF | $12.00 | $6.00 | $2.27 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 83 SF | $13.00 | $8.00 | $5.47 |
| 516E14014 INTEGRAL ABUTMENT EXPANSION JOINT SEAL | 60 FT | $50.00 | $50.00 | $31.02 |
| 517E75120 RAILING (CONCRETE PARAPET WITH TWIN STEEL TUBE RAI | 201.5 FT | $287 | $300 | $476 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 41 CY | $95.00 | $125 | $99.44 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 124 FT | $10.00 | $15.00 | $6.76 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 100 FT | $15.00 | $20.00 | $10.15 |
| 526E10011 REINFORCED CONCRETE APPROACH SLABS WITH QC/QA (T=1 | 127 SY | $425 | $450 | $396 |
| 526E90010 TYPE A INSTALLATION | 87.37 FT | $210 | $225 | $222 |
| 846E00110 POLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM | 36.5 CF | $568 | $570 | $571 |
| 507E00550 12" CAST-IN-PLACE REINFORCED CONCRETE PILES, FURNI | 24 FT | $560 | $500 | $189 |
| 511E51512 CLASS QC2 CONCRETE WITH QC/QA, SIDEWALK | 84 CY | $535 | $350 | $709 |
| 511E81200 CONCRETE, MISC.:CONSULTANT FOR CONCRETE QUALITY CO | 1 LS | $5,000 | $10,000 | $9,005 |
| 512E10050 SEALING OF CONCRETE SURFACES (NON-EPOXY) | 150 SY | $16.00 | $50.00 | $28.68 |
| 514E00050 SURFACE PREPARATION OF EXISTING STRUCTURAL STEEL | 151 SF | $150 | $60.00 | $153 |
| 514E00056 FIELD PAINTING OF EXISTING STRUCTURAL STEEL, PRIME | 151 SF | $70.00 | $60.00 | $71.44 |
| 625E33000 STRUCTURE GROUNDING SYSTEM | 2 EACH | $13,000 | $4,500 | $2,682 |
| 202E22900 APPROACH SLAB REMOVED | 112 SY | $60.00 | $50.00 | $137 |
| 202E23500 WEARING COURSE REMOVED | 112 SY | $12.00 | $8.00 | $9.74 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $20,000 | $60,000 | $51,377 |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $34,000 | $25,000 | $5,961 |
| 510E10001 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT, AS | 200 EACH | $16.50 | $20.00 | $25.61 |
| 511E43262 CLASS QC2 CONCRETE WITH QC/QA, PIER CAP | 22 CY | $1,800 | $1,900 | $3,484 |
| 511E43510 CLASS QC1 CONCRETE, ABUTMENT INCLUDING FOOTING | 21 CY | $1,100 | $2,000 | $1,932 |
| 512E10000 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 137 SY | $18.00 | $30.00 | $40.15 |
| 512E33000 TYPE 2 WATERPROOFING | 31 SY | $26.50 | $30.00 | $40.15 |
| 512E74000 REMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACE | 28 SY | $30.00 | $30.00 | $34.42 |
| 516E13200 1/2" PREFORMED EXPANSION JOINT FILLER | 29 SF | $12.00 | $6.00 | $2.43 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 95 SF | $13.00 | $8.00 | $5.68 |
| 516E14014 INTEGRAL ABUTMENT EXPANSION JOINT SEAL | 72 FT | $50.00 | $50.00 | $68.07 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 40 CY | $80.00 | $125 | $88.68 |
| 518E22300 SPECIAL - STEEL DRIP STRIP | 214 FT | $15.00 | $19.00 | $20.83 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 90 FT | $10.00 | $15.00 | $9.18 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 20 FT | $20.00 | $20.00 | $50.74 |
| 526E90010 TYPE A INSTALLATION | 72 FT | $225 | $235 | $248 |
| 846E00110 POLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM | 21 CF | $568 | $570 | $571 |
| 507E71200 SPECIAL - PILE ENCASEMENT | 160 FT | $125 | $140 | $135 |
| 511E81200 CONCRETE, MISC.: CONSULTANT FOR CONCRETE QUALITY C | 1 LS | $5,000 | $10,000 | $4,002 |
| 514E00056 FIELD PAINTING OF EXISTING STRUCTURAL STEEL, PRIME | 88 SF | $185 | $90.00 | $204 |
| 625E33000 STRUCTURE GROUNDING SYSTEM | 2 EACH | $13,000 | $4,500 | $2,682 |
| 514E00050 SURFACE PREPARATION OF EXISTING STRUCTURAL STEEL | 88 SF | $200 | $90.00 | $189 |
| 100E00300 PREMIUM ON RAILROADS' PROTECTIVE PUBLIC LIABILITY | 1 LS | $3,619 | $10,000 | $11,230 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $17,086 | $500,500 | $38,915 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 6,264 CY | $227 | $1.42M | 20% |
| 253E02000 PAVEMENT REPAIR | 2,000 CY | $365 | $730k | 10% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $554,821 | $555k | 8% |
| 511E32212 CLASS QC2 CONCRETE WITH QC/QA, SUPERSTRUCTURE | 238 CY | $1,300 | $309k | 4% |
| 511E32212 CLASS QC2 CONCRETE WITH QC/QA, SUPERSTRUCTURE | 238 CY | $1,300 | $309k | 4% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (D = 1.5") | 150,221 SY | $1.75 | $263k | 4% |
| 509E27000 CHROMIUM STEEL REINFORCEMENT | 84,035 LB | $2.53 | $213k | 3% |
| 624E10000 MOBILIZATION | 1 LS | $200,000 | $200k | 3% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 374 CY | $345 | $129k | 2% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $120,000 | $120k | 2% |