Han-SR 15/CR 180-19.56/00.21
Hancock County · est $5.9M
Bid dateThursday, January 26—
Hancock County · est $5.9M
Published by ODOT on this contract’s Proposal PDF · DBE Goal: 10%
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 131 more items below.
| Item | Quantity | R1Eagle Bridge CO | R2Miller Bros Const INC | % of bid |
|---|---|---|---|---|
| 203E20000 EMBANKMENT | 59,027 CY | $16.00 | $19.65 | 27% |
| 513E10241 STRUCTURAL STEEL MEMBERS, LEVEL 2, AS PER PLAN (SH | 281,000 LB | $2.48 | $2.10 | 20% |
| 840E20000 MECHANICALLY STABILIZED EARTH WALL | 6,042 SF | $42.00 | $48.00 | 7% |
| 203E20001 EMBANKMENT, AS PER PLAN | 14,885 CY | $16.00 | $18.00 | 7% |
| 840E23000 SELECT GRANULAR BACKFILL | 3,996 CY | $52.00 | $30.00 | 6% |
| 511E34446 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK | 213 CY | $900 | $1,050 | 5% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 862 CY | $170 | $195 | 4% |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 77,940 LB |
| Item | Quantity | R1Eagle Bridge CO | R2Miller Bros Const INC |
|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $40,000 | $150,000 |
| 202E20010 HEADWALL REMOVED | 4 EACH | $425 | $300 |
| 202E23000 PAVEMENT REMOVED | 995 SY | $8.00 | $7.00 |
| 202E23500 WEARING COURSE REMOVED | 121 SY | $25.00 | $8.00 |
| 202E35100 PIPE REMOVED, 24" AND UNDER | 2,603 FT | $8.00 | $17.50 |
| 202E35200 PIPE REMOVED, OVER 24" | 12 FT | $75.00 | $50.00 |
| 202E58100 CATCH BASIN REMOVED | 5 EACH | $200 | $500 |
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 →
| $1.50 |
| $1.60 |
| 3% |
| 624E10000 MOBILIZATION | 1 LS | $100,000 | $200,000 | 3% |
| 526E30000 REINFORCED CONCRETE APPROACH SLABS (T=17") | 220 SY | $340 | $340 | 2% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 6,070 FT | $12.00 | $10.00 | 2% |
| 611E04400 12" CONDUIT, TYPE B | 1,284 FT | $50.00 | $57.00 | 2% |
| 840E26000 CONCRETE COPING | 371 FT | $160 | $150 | 2% |
| 511E43510 CLASS QC1 CONCRETE, ABUTMENT INCLUDING FOOTING | 85 CY | $650 | $625 | 2% |
| 304E20000 AGGREGATE BASE | 967 CY | $57.00 | $50.00 | 2% |
| 441E50300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 448 (245 CY | $190 | $235 | 1% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 179 CY | $248 | $260 | 1% |
| 507E92201 PREBORED HOLES, AS PER PLAN | 195 FT | $225 | $165 | 1% |
| 611E52402 22" X 34" CONDUIT, TYPE B, 706.04, AS PER PLAN (US | 205 FT | $210 | $165 | 1% |
| 203E10000 EXCAVATION | 2,322 CY | $18.00 | $14.50 | 1% |
| 202E60010 MONUMENT ASSEMBLY REMOVED | 1 EACH | $50.00 | $100 |
| 202E75000 FENCE REMOVED | 2,742 FT | $3.00 | $3.25 |
| 204E10000 SUBGRADE COMPACTION | 6,094 SY | $2.00 | $1.00 |
| 204E13000 EXCAVATION OF SUBGRADE | 433 CY | $9.50 | $9.00 |
| 204E30020 GRANULAR MATERIAL, TYPE C | 433 CY | $45.00 | $35.00 |
| 204E45000 PROOF ROLLING | 2 HOUR | $150 | $150 |
| 204E50000 GEOTEXTILE FABRIC | 1,100 SY | $0.90 | $1.00 |
| 209E10001 DITCH CLEANOUT, AS PER PLAN | 450 FT | $6.00 | $6.00 |
| 606E15050 GUARDRAIL, TYPE MGS | 450 FT | $19.00 | $19.00 |
| 606E15550 GUARDRAIL, BARRIER DESIGN, TYPE MGS | 100 FT | $24.00 | $24.00 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E (MASH 2016) | 4 EACH | $1,800 | $1,800 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 2 EACH | $900 | $900 |
| 606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 4 EACH | $1,850 | $1,850 |
| 606E60012 IMPACT ATTENUATOR, TYPE 1 (BIDIRECTIONAL) | 2 EACH | $3,900 | $3,900 |
| 607E15001 FENCE, TYPE 47, AS PER PLAN | 2,654 FT | $13.00 | $13.00 |
| 607E70000 FENCELINE SEEDING AND MULCHING | 2,654 FT | $1.00 | $1.03 |
| 623E38500 MONUMENT ASSEMBLY, TYPE C | 1 EACH | $1,750 | $1,500 |
| 625E32000 GROUND ROD | 9 EACH | $400 | $500 |
| 601E11000 RIPRAP, TYPE D | 10 SY | $300 | $550 |
| 601E32100 ROCK CHANNEL PROTECTION, TYPE B WITH FILTER | 56 CY | $125 | $175 |
| 601E32200 ROCK CHANNEL PROTECTION, TYPE C WITH FILTER | 4 CY | $200 | $200 |
| 659E00100 SOIL ANALYSIS TEST | 2 EACH | $350 | $25.00 |
| 659E00300 TOPSOIL | 2,989 CY | $5.00 | $25.00 |
| 659E10000 SEEDING AND MULCHING | 26,927 SY | $1.00 | $0.78 |
| 659E14000 REPAIR SEEDING AND MULCHING | 1,347 SY | $1.50 | $1.00 |
| 659E15000 INTER-SEEDING | 1,347 SY | $1.50 | $0.50 |
| 659E20000 COMMERCIAL FERTILIZER | 3.63 TON | $1,000 | $600 |
| 659E31000 LIME | 5.56 ACRE | $10.00 | $1.00 |
| 659E35000 WATER | 150 MGAL | $10.00 | $1.00 |
| 670E00500 SLOPE EROSION PROTECTION | 7,925 SY | $2.00 | $1.90 |
| 832E15000 STORM WATER POLLUTION PREVENTION PLAN | 1 LS | $1,750 | $1,475 |
| 832E15002 STORM WATER POLLUTION PREVENTION INSPECTIONS | 1 LS | $13,500 | $6,080 |
| 832E15010 STORM WATER POLLUTION PREVENTION INSPECTION SOFTWA | 1 LS | $11,250 | $9,559 |
| 832E30000 EROSION CONTROL | 40,000 EACH | $1.00 | $1.00 |
| 602E20000 CONCRETE MASONRY | 3.7 CY | $2,250 | $2,400 |
| 602E20001 CONCRETE MASONRY, AS PER PLAN | 4.4 CY | $2,750 | $1,700 |
| 605E12210 6" DEEP PIPE UNDERDRAINS WITH GEOTEXTILE FABRIC | 154 FT | $17.00 | $20.00 |
| 605E31100 AGGREGATE DRAINS | 924 FT | $9.00 | $7.50 |
| 611E00200 4" CONDUIT, TYPE C | 4 FT | $65.00 | $25.00 |
| 611E00400 4" CONDUIT, TYPE E | 50 FT | $7.00 | $20.00 |
| 611E00510 6" CONDUIT, TYPE F FOR UNDERDRAIN OUTLETS | 40 FT | $17.00 | $33.00 |
| 611E00900 6" CONDUIT, TYPE B | 25 FT | $6.00 | $27.00 |
| 611E01400 6" CONDUIT, TYPE E | 25 FT | $6.00 | $23.00 |
| 611E01500 6" CONDUIT, TYPE F | 25 FT | $6.00 | $23.00 |
| 611E02000 8" CONDUIT, TYPE C | 50 FT | $12.00 | $27.00 |
| 611E02500 8" CONDUIT, TYPE E | 9 FT | $60.00 | $30.00 |
| 611E04600 12" CONDUIT, TYPE C | 707 FT | $45.00 | $55.00 |
| 611E05200 12" CONDUIT, TYPE F, 707.05 TYPE C | 157 FT | $95.00 | $85.00 |
| 611E06100 15" CONDUIT, TYPE C | 10 FT | $100 | $60.00 |
| 611E07401 18" CONDUIT, TYPE B, AS PER PLAN | 210 FT | $85.00 | $73.00 |
| 611E52900 34" X 53" CONDUIT, TYPE A, 706.04 | 12 FT | $650 | $400 |
| 611E52906 34" X 53" CONDUIT, TYPE D, 706.04 | 50 FT | $425 | $275 |
| 611E96600 CONDUIT, BORED OR JACKED, 12", TYPE B | 130 FT | $300 | $270 |
| 611E98180 CATCH BASIN, NO. 3A | 4 EACH | $3,000 | $2,800 |
| 611E98300 CATCH BASIN, NO. 5 | 1 EACH | $5,000 | $5,100 |
| 611E98410 CATCH BASIN, NO. 8 | 4 EACH | $5,500 | $5,000 |
| 611E98470 CATCH BASIN, NO. 2-2B | 1 EACH | $2,000 | $2,200 |
| 611E99574 MANHOLE, NO. 3 | 4 EACH | $4,000 | $4,500 |
| 611E99575 MANHOLE, NO. 3, AS PER PLAN NO. 1 | 2 EACH | $9,500 | $5,000 |
| 611E99575 MANHOLE, NO. 3, AS PER PLAN NO. 2 | 4 EACH | $4,250 | $4,500 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 3 1/4" DEPTH | 741 SY | $14.00 | $12.00 |
| 407E10000 TACK COAT | 614 GAL | $3.00 | $1.00 |
| 407E20000 NON-TRACKING TACK COAT | 112 GAL | $3.00 | $1.00 |
| 411E10000 STABILIZED CRUSHED AGGREGATE | 351 CY | $85.00 | $45.00 |
| 442E20000 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 31 CY | $485 | $500 |
| 442E20200 ASPHALT CONCRETE INTERMEDIATE COURSE, 19 MM, TYPE | 36 CY | $400 | $450 |
| 609E24510 CURB, TYPE 4-C | 124 FT | $35.00 | $30.00 |
| 618E40100 RUMBLE STRIPS, SHOULDER (ASPHALT CONCRETE) | 1,104 FT | $7.50 | $5.00 |
| 621E00100 RPM | 6 EACH | $500 | $800 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 6 EACH | $15.00 | $13.00 |
| 626E00102 BARRIER REFLECTOR, TYPE 1, TWO WAY | 2 EACH | $10.00 | $10.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2, TWO WAY | 16 EACH | $10.00 | $10.00 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 35 EACH | $11.00 | $35.00 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 58 EACH | $13.00 | $35.00 |
| 642E00100 EDGE LINE, 4", TYPE 1 | 0.86 MILE | $1,900 | $1,500 |
| 642E00300 CENTER LINE, TYPE 1 | 0.43 MILE | $2,100 | $2,500 |
| 644E00104 EDGE LINE, 6" | 0.3 MILE | $10,000 | $10,000 |
| 644E00204 LANE LINE, 6" | 0.15 MILE | $9,000 | $5,000 |
| 410E12000 TRAFFIC COMPACTED SURFACE, TYPE A OR B | 110 CY | $60.00 | $30.00 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 130 HOUR | $100 | $60.00 |
| 614E12380 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $2,290 | $3,000 |
| 614E12420 DETOUR SIGNING | 1 LS | $15,000 | $6,500 |
| 614E12484 WORK ZONE INCREASED PENALTIES SIGN | 6 EACH | $225 | $250 |
| 614E12500 REPLACEMENT SIGN | 10 EACH | $175 | $192 |
| 614E12600 REPLACEMENT DRUM | 50 EACH | $55.00 | $64.00 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 90 CY | $350 | $250 |
| 614E13310 BARRIER REFLECTOR, TYPE 1, ONE WAY | 132 EACH | $10.00 | $6.00 |
| 614E13350 OBJECT MARKER, ONE WAY | 126 EACH | $12.00 | $12.00 |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 24 SNMT | $850 | $850 |
| 614E22200 WORK ZONE EDGE LINE, CLASS I, 4", 740.06, TYPE I | 1.4 MILE | $7,000 | $7,500 |
| 616E10000 WATER | 178 MGAL | $10.00 | $10.00 |
| 203E20001 EMBANKMENT, AS PER PLAN | 2,689 CY | $14.00 | $18.00 |
| 203E35110 GRANULAR MATERIAL, TYPE B | 331 CY | $55.00 | $45.00 |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $7,500 | $500 |
| 507E00101 STEEL PILES HP10X42, FURNISHED, AS PER PLAN | 700 FT | $45.00 | $41.00 |
| 509E30020 NO. 4 DEFORMED GFRP REINFORCEMENT | 5,280 FT | $1.70 | $2.75 |
| 511E33500 SEMI-INTEGRAL DIAPHRAGM GUIDE | 2 EACH | $3,500 | $3,200 |
| 511E34450 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK (PARAPE | 51 CY | $750 | $700 |
| 511E41010 CLASS QC1 CONCRETE, PIER ABOVE FOOTINGS | 24 CY | $1,350 | $1,400 |
| 512E10101 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE), AS | 1,053 SY | $22.50 | $28.00 |
| 513E20001 WELDED STUD SHEAR CONNECTORS, AS PER PLAN | 2,484 EACH | $4.85 | $5.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 61 SF | $7.00 | $7.50 |
| 516E13900 2" PREFORMED EXPANSION JOINT FILLER | 62 SF | $12.00 | $9.00 |
| 516E14020 SEMI-INTEGRAL ABUTMENT EXPANSION JOINT SEAL | 113 FT | $33.00 | $30.00 |
| 516E44100 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 12 EACH | $2,000 | $2,200 |
| 516E44100 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 6 EACH | $1,500 | $1,500 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 36 CY | $110 | $100 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 81 FT | $10.00 | $10.00 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 139 FT | $15.00 | $20.00 |
| 524E94704 DRILLED SHAFTS, 36" DIAMETER, INTO BEDROCK | 14 FT | $1,500 | $1,300 |
| 524E94802 DRILLED SHAFTS, 42" DIAMETER, ABOVE BEDROCK | 33 FT | $475 | $335 |
| 526E90030 TYPE C INSTALLATION | 66 FT | $275 | $250 |
| 607E39900 VANDAL PROTECTION FENCE, 6' STRAIGHT, COATED FABRI | 270 FT | $126 | $126 |
| 840E21000 WALL EXCAVATION | 797 CY | $7.00 | $5.00 |
| 840E22000 FOUNDATION PREPARATION | 645 SY | $35.00 | $15.00 |
| 840E25010 6" DRAINAGE PIPE, PERFORATED | 660 FT | $10.00 | $5.00 |
| 840E25020 6" DRAINAGE PIPE, NON-PERFORATED | 195 FT | $10.00 | $20.00 |
| 840E27000 ON-SITE ASSISTANCE | 5 DAY | $100 | $500 |
| 840E28000 SGB INSPECTION AND COMPACTION TESTING | 1 LS | $20,000 | $5,600 |
| 516E10010 ARMORLESS PREFORMED JOINT SEAL | 66 FT | $50.00 | $45.00 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $40,000 | $50,000 |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $30,000 | $150,000 |
| 619E16010 FIELD OFFICE, TYPE B | 9 MNTH | $1,800 | $2,000 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $21,500 | $16,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 203E20000 EMBANKMENT | 59,027 CY | $16 | $944k | 20% |
| 513E10241 STRUCTURAL STEEL MEMBERS, LEVEL 2, AS PER PLAN (SH | 281,000 LB | $2.48 | $697k | 14% |
| 840E20000 MECHANICALLY STABILIZED EARTH WALL | 6,042 SF | $42 | $254k | 5% |
| 203E20001 EMBANKMENT, AS PER PLAN | 14,885 CY | $16 | $238k | 5% |
| 840E23000 SELECT GRANULAR BACKFILL | 3,996 CY | $52 | $208k | 4% |
| 511E34446 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK | 213 CY | $900 | $192k | 4% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 862 CY | $170 | $147k | 3% |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 77,940 LB | $1.5 | $117k | 2% |
| 624E10000 MOBILIZATION | 1 LS | $100,000 | $100k | 2% |
| 526E30000 REINFORCED CONCRETE APPROACH SLABS (T=17") | 220 SY | $340 | $75k | 2% |