MIA-CR 16A-00.00 (Peterson Rd Brd)
MIA County · est $5.1M
Bid dateThursday, December 14—
MIA County · est $5.1M
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 109 more items below.
| Item | Quantity | R1Brumbaugh Construction INC | R2Eagle Bridge CO | R3Sunesis Construction CO | R4George J Igel & CO INC | R5Complete General Construction Company | % of bid |
|---|---|---|---|---|---|---|---|
| 515E15130 DRAPED STRAND PRESTRESSED CONCRETE BRIDGE I-BEAM M | 10 EACH | $62,000 | $61,000 | $70,365 | $66,000 | $75,000 | 17% |
| 511E34446 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK | 358 CY | $975 | $1,050 | $1,046 | $910 | $900 | 10% |
| 202E11002 STRUCTURE REMOVED, OVER 20 FOOT SPAN | 1 LS | $325,000 | $225,000 | $118,867 | $196,000 | $600,000 | 9% |
| 515E15130 DRAPED STRAND PRESTRESSED CONCRETE BRIDGE I-BEAM M | 5 EACH | $62,000 | $61,000 | $73,383 | $66,000 | $75,000 | 9% |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $300,000 | $550,000 | $876,113 | $876,000 | $800,000 | 8% |
| 517E70100 |
| Item | Quantity | R1Brumbaugh Construction INC | R2Eagle Bridge CO | R3Sunesis Construction CO | R4George J Igel & CO INC | R5Complete General Construction Company |
|---|---|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $30,000 | $40,000 | $30,184 | $40,000 | $80,000 |
| 202E23000 PAVEMENT REMOVED | 2,451 SY | $15.00 | $7.50 | $8.44 | $15.00 | $14.00 |
| 202E38000 GUARDRAIL REMOVED | 587 FT | $9.00 | $2.00 | $5.03 | $4.00 | $2.00 |
| 202E42000 ANCHOR ASSEMBLY REMOVED, TYPE A | 1 EACH |
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 →
| 607.5 FT |
| $475 |
| $459 |
| $533 |
| $470 |
| $424 |
| 8% |
| 511E40512 CLASS QC1 CONCRETE WITH QC/QA, PIER ABOVE FOOTINGS | 204 CY | $1,000 | $800 | $986 | $960 | $850 | 6% |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 177,090 LB | $1.00 | $1.25 | $1.43 | $1.20 | $1.32 | 5% |
| 511E43512 CLASS QC1 CONCRETE WITH QC/QA, ABUTMENT INCLUDING | 351 CY | $500 | $700 | $760 | $790 | $825 | 5% |
| 524E94902 DRILLED SHAFTS, 48" DIAMETER, ABOVE BEDROCK | 297 FT | $500 | $400 | $941 | $220 | $1,200 | 4% |
| 511E33418 CLASS QC2 CONCRETE WITH QC/QA, SUPERSTRUCTURE (ABU | 123 CY | $725 | $825 | $906 | $970 | $1,100 | 2% |
| 526E30011 REINFORCED CONCRETE APPROACH SLABS WITH QC/QA (T=1 | 248 SY | $350 | $340 | $401 | $360 | $430 | 2% |
| 515E20000 INTERMEDIATE DIAPHRAGMS | 36 EACH | $2,400 | $2,400 | $2,457 | $2,400 | $1,900 | 2% |
| 624E10000 MOBILIZATION | 1 LS | $83,872 | $230,000 | $82,551 | $200,000 | $200,000 | 2% |
| 516E44200 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 20 EACH | $4,000 | $3,000 | $3,296 | $2,900 | $2,500 | 2% |
| 507E00650 14" CAST-IN-PLACE REINFORCED CONCRETE PILES, FURNI | 760 FT | $100 | $95.00 | $76.75 | $69.00 | $90.00 | 2% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 368 CY | $180 | $175 | $202 | $201 | $175 | 2% |
| 511E46512 CLASS QC1 CONCRETE WITH QC/QA, FOOTING | 108 CY | $600 | $500 | $548 | $495 | $450 | 2% |
| 524E94904 DRILLED SHAFTS, 48" DIAMETER, INTO BEDROCK | 56 FT | $950 | $2,250 | $949 | $1,900 | $1,300 | 1% |
| 524E94804 DRILLED SHAFTS, 42" DIAMETER, INTO BEDROCK | 63 FT | $800 | $2,500 | $962 | $1,980 | $1,000 | 1% |
| $500 |
| $250 |
| $376 |
| $250 |
| $500 |
| 202E98100 REMOVAL MISC.: ADDRESS SIGN POST REMOVED | 1 EACH | $300 | $10.00 | $76.60 | $125 | $20.00 |
| 203E10000 EXCAVATION | 1,519 CY | $16.00 | $20.00 | $19.05 | $22.00 | $18.00 |
| 203E20001 EMBANKMENT, AS PER PLAN | 1,968 CY | $16.00 | $12.00 | $15.18 | $20.00 | $32.00 |
| 204E10000 SUBGRADE COMPACTION | 3,756 SY | $1.00 | $3.50 | $2.89 | $5.00 | $3.60 |
| 204E45000 PROOF ROLLING | 2 HOUR | $125 | $150 | $373 | $115 | $125 |
| 606E15050 GUARDRAIL, TYPE MGS | 446.5 FT | $20.00 | $19.50 | $22.39 | $19.50 | $18.40 |
| 606E20000 FLARED END SECTION | 3 EACH | $65.00 | $65.00 | $70.43 | $65.00 | $65.00 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E (NCHRP 350 OR MASH 201 | 2 EACH | $2,500 | $2,400 | $2,616 | $2,648 | $2,465 |
| 606E34600 MGS BRIDGE TERMINAL ASSEMBLY, TYPE TST-2 | 4 EACH | $2,400 | $2,350 | $2,666 | $2,350 | $2,280 |
| 608E13000 6" CONCRETE WALK | 100 SF | $20.00 | $25.00 | $12.69 | $23.00 | $18.00 |
| 608E52000 CURB RAMP (LANDING PAD) | 76 SF | $45.00 | $40.00 | $18.55 | $40.00 | $18.00 |
| 608E53020 DETECTABLE WARNING | 40 SF | $20.00 | $25.00 | $50.31 | $20.00 | $25.00 |
| 623E38500 MONUMENT ASSEMBLY, TYPE C | 6 EACH | $1,200 | $1,500 | $668 | $1,900 | $700 |
| 690E98000 SPECIAL - ADDRESS SIGN POST SUPPORTS | 1 EACH | $300 | $300 | $126 | $125 | $295 |
| 601E21050 TIED CONCRETE BLOCK MAT WITH TYPE 1 UNDERLAYMENT | 2 SY | $300 | $130 | $336 | $200 | $300 |
| 601E32104 ROCK CHANNEL PROTECTION, TYPE B WITH GEOTEXTILE FA | 336 CY | $100 | $65.00 | $148 | $110 | $115 |
| 659E00300 TOPSOIL | 517 CY | $50.00 | $15.00 | $60.37 | $15.00 | $34.00 |
| 659E00560 SEEDING AND MULCHING, CLASS 4B | 4,659 SY | $2.00 | $2.00 | $1.71 | $4.00 | $2.30 |
| 659E14000 REPAIR SEEDING AND MULCHING | 233 SY | $2.00 | $1.00 | $1.71 | $2.25 | $5.50 |
| 659E15000 INTER-SEEDING | 233 SY | $2.00 | $1.00 | $1.71 | $2.25 | $5.50 |
| 659E20000 COMMERCIAL FERTILIZER | 0.63 TON | $700 | $1,200 | $765 | $1,400 | $900 |
| 659E31000 LIME | 0.96 ACRE | $5.00 | $200 | $30.19 | $450 | $50.00 |
| 659E35000 WATER | 25 MGAL | $5.00 | $10.00 | $30.18 | $1.00 | $4.00 |
| 670E00520 SLOPE EROSION PROTECTION MAT, TYPE B | 651 SY | $4.50 | $2.00 | $4.02 | $2.50 | $2.00 |
| 832E15000 STORM WATER POLLUTION PREVENTION PLAN | 1 LS | $2,000 | $2,500 | $1,836 | $1,825 | $2,500 |
| 832E15002 STORM WATER POLLUTION PREVENTION INSPECTIONS | 1 LS | $11,000 | $15,000 | $3,652 | $8,000 | $8,000 |
| 832E15010 STORM WATER POLLUTION PREVENTION INSPECTION SOFTWA | 1 LS | $12,000 | $11,000 | $10,458 | $9,500 | $11,000 |
| 832E30000 EROSION CONTROL | 19,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 |
| 605E13300 6" UNCLASSIFIED PIPE UNDERDRAINS | 44 FT | $18.00 | $17.00 | $18.29 | $27.00 | $28.00 |
| 605E31100 AGGREGATE DRAINS | 493 FT | $10.00 | $9.00 | $14.81 | $26.00 | $16.00 |
| 611E01500 6" CONDUIT, TYPE F | 7 FT | $30.00 | $40.00 | $23.09 | $74.00 | $140 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 1 EACH | $200 | $300 | $569 | $420 | $350 |
| 304E20000 AGGREGATE BASE | 612 CY | $55.00 | $75.00 | $68.72 | $65.00 | $115 |
| 407E10000 TACK COAT | 373 GAL | $5.00 | $4.00 | $3.02 | $3.00 | $4.00 |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 117 CY | $250 | $240 | $259 | $257 | $240 |
| 441E70300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 449 (158 CY | $225 | $220 | $232 | $231 | $220 |
| 441E70500 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449) | — | $565 | $550 | $654 | $650 | $550 |
| 441E70700 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 449 (4 CY | $490 | $480 | $518 | $515 | $480 |
| 823E40000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449) | 7 CY | $565 | $550 | $629 | $625 | $550 |
| 823E42000 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 449 (7 CY | $540 | $480 | $629 | $625 | $480 |
| 620E00500 DELINEATOR, POST GROUND MOUNTED | 2 EACH | $75.00 | $96.00 | $111 | $95.68 | $85.00 |
| 620E31200 REMOVAL OF DELINEATOR | 2 EACH | $5.00 | $10.00 | $35.79 | $32.57 | $20.00 |
| 626E00112 BARRIER REFLECTOR, TYPE 3, BI-DIRECTIONAL | 20 EACH | $10.00 | $11.00 | $15.09 | $11.00 | $12.00 |
| 630E02100 GROUND MOUNTED SUPPORT, NO. 2 POST | 57 FT | $20.00 | $15.00 | $12.07 | $14.46 | $16.00 |
| 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST | 121 FT | $20.00 | $15.00 | $13.08 | $18.10 | $19.00 |
| 630E80100 SIGN, FLAT SHEET | 92.7 SF | $15.00 | $30.00 | $21.13 | $22.46 | $20.00 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 23 EACH | $15.00 | $15.00 | $15.09 | $15.63 | $10.00 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 17 EACH | $20.00 | $15.00 | $25.15 | $20.84 | $15.00 |
| 644E00100 EDGE LINE, 4" | 0.32 MILE | $7,500 | $10,000 | $5,750 | $5,715 | $8,085 |
| 644E00300 CENTER LINE | 0.15 MILE | $14,500 | $15,000 | $9,563 | $9,505 | $12,440 |
| 644E00500 STOP LINE | 43 FT | $12.00 | $10.00 | $6.54 | $6.50 | $15.50 |
| 644E00620 CROSSWALK LINE, 12" | 209 FT | $6.00 | $5.00 | $5.53 | $5.50 | $7.75 |
| 644E01400 WORD ON PAVEMENT, 72" | 2 EACH | $600 | $250 | $830 | $825 | $965 |
| 644E01620 BIKE CROSSING SYMBOL | 2 EACH | $460 | $350 | $1,258 | $1,250 | $820 |
| 646E10000 EDGE LINE, 4" | 0.12 MILE | $34,000 | $30,000 | $27,452 | $27,285 | $47,575 |
| 646E10200 CENTER LINE | 0.06 MILE | $65,000 | $60,000 | $54,889 | $54,555 | $48,835 |
| 625E25500 CONDUIT, 3", 725.04 | 15 FT | $80.00 | $30.00 | $75.81 | $30.00 | $60.00 |
| 625E29000 TRENCH | 15 FT | $30.00 | $11.50 | $27.87 | $11.50 | $50.00 |
| 625E30700 PULL BOX, 725.08, 18" | 1 EACH | $1,600 | $950 | $1,565 | $950 | $3,000 |
| 625E32000 GROUND ROD | 2 EACH | $400 | $390 | $463 | $390 | $550 |
| 630E87520 REMOVAL OF POLE MOUNTED SIGN AND REERECTION | 2 EACH | $225 | $125 | $211 | $125 | $600 |
| 632E26500 DETECTOR LOOP | 1 EACH | $1,650 | $1,835 | $1,595 | $1,835 | $4,500 |
| 632E30200 MESSENGER WIRE, 7 STRAND, 3/8" DIAMETER WITH ACCES | 25 FT | $40.00 | $13.25 | $39.34 | $13.25 | $80.00 |
| 632E30500 MESSENGER WIRE, MISC.: MESSENGER WIRE RELOCATED | 148 FT | $20.00 | $9.00 | $11.82 | $9.00 | $40.00 |
| 632E30600 TETHER WIRE, WITH ACCESSORIES | 151 FT | $35.00 | $13.75 | $33.45 | $13.75 | $65.00 |
| 632E40500 SIGNAL CABLE, 5 CONDUCTOR, NO. 14 AWG | 274 FT | $4.00 | $2.15 | $3.17 | $2.15 | $6.00 |
| 632E64000 STRAIN POLE FOUNDATION | 1 EACH | $8,500 | $5,000 | $8,140 | $5,000 | $15,000 |
| 632E64020 PEDESTAL FOUNDATION | 1 EACH | $1,500 | $1,500 | $1,444 | $1,500 | $2,000 |
| 632E65200 LOOP DETECTOR LEAD-IN CABLE | 302 FT | $2.60 | $2.05 | $2.72 | $2.05 | $3.00 |
| 632E86130 STRAIN POLE, TYPE TC-81.11, DESIGN 10 | 1 EACH | $16,000 | $12,500 | $15,655 | $12,500 | $17,000 |
| 632E89802 PEDESTAL, 5', TRANSFORMER BASE | 1 EACH | $1,000 | $960 | $976 | $960 | $1,500 |
| 632E90100 REMOVAL OF TRAFFIC SIGNAL INSTALLATION | 1 EACH | $2,700 | $3,000 | $2,591 | $3,000 | $7,500 |
| 632E90200 REUSE OF VEHICULAR SIGNAL HEAD: VEHICULAR SIGNAL H | 4 EACH | $400 | $700 | $322 | $700 | $800 |
| 632E90202 REUSE OF PEDESTRIAN SIGNAL HEAD: PEDESTRIAN SIGNAL | 1 EACH | $500 | $250 | $533 | $250 | $815 |
| 632E90210 REUSE OF PEDESTRIAN PUSHBUTTON: PUSHBUTTON RELOCAT | 1 EACH | $300 | $125 | $267 | $125 | $500 |
| 632E90400 SIGNALIZATION, MISC.: BACKPLATE INSTALLATION | 8 EACH | $600 | $500 | $589 | $500 | $1,200 |
| 410E12000 TRAFFIC COMPACTED SURFACE, TYPE A OR B | 25 CY | $55.00 | $65.00 | $59.72 | $57.00 | $90.00 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 90 HOUR | $90.00 | $90.00 | $75.46 | $100 | $85.00 |
| 614E12420 DETOUR SIGNING | 1 LS | $5,000 | $12,000 | $6,938 | $6,000 | $4,990 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 25 CY | $500 | $275 | $151 | $290 | $300 |
| 616E10000 WATER | 8 MGAL | $5.00 | $10.00 | $9.93 | $30.00 | $100 |
| 202E23500 WEARING COURSE REMOVED | 680 SY | $8.00 | $9.00 | $7.87 | $7.00 | $23.11 |
| 503E21100 UNCLASSIFIED EXCAVATION | 848 CY | $30.00 | $60.00 | $70.08 | $128 | $100 |
| 503E31100 ROCK EXCAVATION | 24 CY | $90.00 | $165 | $122 | $100 | $125 |
| 505E11100 PILE DRIVING EQUIPMENT MOBILIZATION | 1 LS | $10,000 | $10,000 | $19,633 | $22,000 | $25,000 |
| 507E00600 14" CAST-IN-PLACE REINFORCED CONCRETE PILES, DRIVE | 665 FT | $5.00 | $10.00 | $40.28 | $30.00 | $10.00 |
| 507E93300 STEEL POINTS OR SHOES | 19 EACH | $350 | $350 | $408 | $345 | $304 |
| 511E33501 SEMI-INTEGRAL DIAPHRAGM GUIDE, AS PER PLAN | 2 EACH | $3,200 | $2,000 | $2,924 | $4,200 | $3,000 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 1,529 SY | $20.00 | $24.00 | $28.55 | $27.00 | $24.00 |
| 516E13900 2" PREFORMED EXPANSION JOINT FILLER | 155 SF | $6.00 | $12.00 | $4.72 | $8.00 | $14.00 |
| 516E14020 SEMI-INTEGRAL ABUTMENT EXPANSION JOINT SEAL | 110 FT | $40.00 | $33.00 | $54.67 | $33.00 | $42.00 |
| 516E44101 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 10 EACH | $4,000 | $4,500 | $5,044 | $4,500 | $3,900 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 187 CY | $70.00 | $100 | $120 | $123 | $98.00 |
| 518E22300 SPECIAL - STEEL DRIP STRIP | 728 FT | $12.00 | $14.00 | $24.80 | $14.00 | $16.00 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 188 FT | $10.00 | $11.00 | $3.64 | $12.00 | $8.00 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 150 FT | $10.00 | $18.00 | $14.66 | $15.00 | $14.00 |
| 523E20000 DYNAMIC LOAD TESTING | 1 EACH | $5,500 | $5,000 | $6,966 | $4,200 | $5,500 |
| 524E95100 DRILLED SHAFTS, MISC.:ADDITIONAL PIER BORING | 2 EACH | $9,000 | $8,000 | $3,521 | $7,750 | $7,500 |
| 526E90020 TYPE B INSTALLATION | 43 SY | $70.00 | $65.00 | $37.98 | $93.00 | $46.00 |
| 894E10000 THERMAL INTEGRITY PROFILING (TIP) TEST | 2 EACH | $4,000 | $5,250 | $3,010 | $4,200 | $7,500 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $40,000 | $50,000 | $0.01 | $23,000 | $33,000 |
| 108E30000 CPM PROGRESS SCHEDULE SHORT DURATION PROJECTS | 1 LS | $5,000 | $6,500 | $5,634 | $5,000 | $2,000 |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $25,000 | $10,000 | $11,388 | $35,000 | $80,000 |
| 619E16010 FIELD OFFICE, TYPE B | 6 MNTH | $1,000 | $2,250 | $1,468 | $3,200 | $4,200 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $35,000 | $20,000 | $21,430 | $30,000 | $26,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 515E15130 DRAPED STRAND PRESTRESSED CONCRETE BRIDGE I-BEAM M | 10 EACH | $62,000 | $620k | 14% |
| 511E34446 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK | 358 CY | $975 | $349k | 8% |
| 202E11002 STRUCTURE REMOVED, OVER 20 FOOT SPAN | 1 LS | $325,000 | $325k | 7% |
| 515E15130 DRAPED STRAND PRESTRESSED CONCRETE BRIDGE I-BEAM M | 5 EACH | $62,000 | $310k | 7% |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $300,000 | $300k | 7% |
| 517E70100 RAILING (THREE STEEL TUBE BRIDGE RAILING) | 607.5 FT | $475 | $289k | 6% |
| 511E40512 CLASS QC1 CONCRETE WITH QC/QA, PIER ABOVE FOOTINGS | 204 CY | $1,000 | $204k | 5% |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 177,090 LB | $1 | $177k | 4% |
| 511E43512 CLASS QC1 CONCRETE WITH QC/QA, ABUTMENT INCLUDING | 351 CY | $500 | $176k | 4% |
| 524E94902 DRILLED SHAFTS, 48" DIAMETER, ABOVE BEDROCK | 297 FT | $500 | $149k | 3% |