HAM-IR 275-31.88/32.70
HAM County · est $4.6M
Bid dateThursday, April 29—
HAM County · est $4.6M
Published by ODOTon this contract’s Proposal PDF · DBE Goal: 9.0%
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 156 more items below.
| Item | Quantity | R1Complete General Construction Company | R2Eagle Bridge CO | % of bid |
|---|---|---|---|---|
| 511E53014 CLASS QC3 CONCRETE, MISC.: SUPERSTRUCTURE CONCRET | 1,041 CY | $475 | $625 | 14% |
| 614E15000 SPECIAL - CALENDAR DAYS OF CONTRACT TIME FOR OPENI | 4,200 DLR | $113 | $120 | 14% |
| 614E15000 SPECIAL - CALENDAR DAYS OF CONTRACT TIME FOR OPENI | 5,000 DLR | $83.00 | $85.00 | 12% |
| 514E00050 SURFACE PREPARATION OF EXISTING STRUCTURAL STEEL | 36,265 SF | $8.00 | $8.00 | 8% |
| 509E10001 EPOXY COATED REINFORCING STEEL, AS PER PLAN | 174,268 LB | $1.30 | $1.15 | 6% |
| 624E10000 MOBILIZATION | 1 LS | $200,000 | $100,000 | 6% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $190,000 | $325,000 | 5% |
| Item | Quantity | R1Complete General Construction Company | R2Eagle Bridge CO |
|---|---|---|---|
| 201E11001 CLEARING AND GRUBBING, AS PER PLAN | 1 LS | $9,000 | $5,000 |
| 202E23001 PAVEMENT REMOVED, AS PER PLAN | 853 SY | $16.00 | $20.00 |
| 202E30000 WALK REMOVED | 5,291 SF | $3.00 | $2.00 |
| 202E38000 GUARDRAIL REMOVED | 2,298 FT | $2.00 | $2.00 |
| 202E42001 ANCHOR ASSEMBLY REMOVED, TYPE A, AS PER PLAN | 4 EACH | $295 | $295 |
| 202E42010 ANCHOR ASSEMBLY REMOVED, TYPE E | 2 EACH | $135 | $135 |
| 202E98100 |
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 →
| 511E53014 CLASS QC3 CONCRETE, MISC.: SUPERSTRUCTURE CONCRET |
| 180 CY |
| $750 |
| $550 |
| 4% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $130,000 | $200,000 | 4% |
| 517E75123 RAILING (CONCRETE PARAPET WITH TWIN STEEL TUBE RAI | 456 FT | $270 | $300 | 4% |
| 517E75122 RAILING (CONCRETE PARAPET WITH TWIN STEEL TUBE RAI | 430 FT | $270 | $300 | 3% |
| 514E00056 FIELD PAINTING OF EXISTING STRUCTURAL STEEL, PRIME | 36,265 SF | $3.00 | $3.00 | 3% |
| 526E30011 REINFORCED CONCRETE APPROACH SLABS WITH QC/QA (T=1 | 230 SY | $400 | $465 | 3% |
| 511E53014 CLASS QC3 CONCRETE, MISC.: SUBSTRUCTURE CONCRETE W | 57 CY | $1,600 | $1,350 | 3% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 274 CY | $315 | $199 | 2% |
| 514E00060 FIELD PAINTING STRUCTURAL STEEL, INTERMEDIATE COAT | 36,265 SF | $2.00 | $2.00 | 2% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $70,000 | $140,000 | 2% |
| 606E60028 IMPACT ATTENUATOR, TYPE 2 (BIDIRECTIONAL) (MASH) 6 | 2 EACH | $33,375 | $35,000 | 2% |
| 514E00066 FIELD PAINTING STRUCTURAL STEEL, FINISH COAT | 36,265 SF | $1.75 | $1.75 | 2% |
| 513E10200 STRUCTURAL STEEL MEMBERS, LEVEL UF | 7,552 LB | $8.15 | $10.00 | 2% |
| 21 EACH |
| $20.00 |
| $20.00 |
| 203E10000 EXCAVATION | 1,325 CY | $10.00 | $25.00 |
| 203E20000 EMBANKMENT | 2,042 CY | $13.00 | $15.00 |
| 203E35121 GRANULAR MATERIAL, TYPE C, AS PER PLAN | 688 CY | $65.00 | $55.00 |
| 204E10001 SUBGRADE COMPACTION, AS PER PLAN | 1,454 SY | $3.00 | $6.00 |
| 204E13000 EXCAVATION OF SUBGRADE | 688 CY | $32.00 | $15.00 |
| 204E45000 PROOF ROLLING | 2 HOUR | $300 | $150 |
| 204E50000 GEOTEXTILE FABRIC | 2,320 SY | $2.00 | $1.75 |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 1,356.25 FT | $20.80 | $20.80 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E, (NCHRP 350 OR MASH) | 6 EACH | $2,375 | $2,375 |
| 606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 8 EACH | $2,180 | $2,180 |
| 608E12000 5" CONCRETE WALK | 7,295 SF | $7.00 | $7.00 |
| 609E26000 CURB, TYPE 6 | 928 FT | $40.00 | $20.00 |
| 622E10060 CONCRETE BARRIER, SINGLE SLOPE, TYPE B | 120 FT | $250 | $175 |
| 622E10200 BARRIER TRANSITION | 2 EACH | $20,000 | $10,000 |
| 622E24840 CONCRETE BARRIER END SECTION, TYPE B | 2 EACH | $9,545 | $8,500 |
| 878E25000 INSPECTION AND COMPACTION TESTING OF UNBOUND MATER | 1 LS | $9,500 | $15,000 |
| 659E00300 TOPSOIL | 307 CY | $25.00 | $10.00 |
| 659E00540 SEEDING AND MULCHING, CLASS 3C | 2,765 SY | $2.69 | $4.00 |
| 659E14000 REPAIR SEEDING AND MULCHING | 138 SY | $1.18 | $2.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.38 TON | $611 | $1,250 |
| 659E31000 LIME | 0.57 ACRE | $33.63 | $10.00 |
| 659E35000 WATER | 14.9 MGAL | $1.12 | $20.00 |
| 832E30000 EROSION CONTROL | 7,500 EACH | $1.00 | $1.00 |
| 605E31100 AGGREGATE DRAINS | 740 FT | $6.00 | $10.00 |
| 611E99654 MANHOLE ADJUSTED TO GRADE | 3 EACH | $1,000 | $750 |
| 611E99920 DRAINAGE STRUCTURE, MISC.: REVIEW OF DRAINAGE FACI | 1 LS | $2,000 | $2,000 |
| 204E45000 PROOF ROLLING | 2 HOUR | $225 | $150 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, (T=1.25") | 2,767 SY | $8.50 | $8.25 |
| 254E01600 PATCHING PLANED SURFACE | 34 SY | $11.75 | $32.65 |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 49 CY | $555 | $245 |
| 304E20001 AGGREGATE BASE, AS PER PLAN | 223 CY | $80.00 | $80.00 |
| 407E20000 NON-TRACKING TACK COAT | 1,002 GAL | $3.00 | $4.75 |
| 441E50300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 448 (39 CY | $775 | $248 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $500 | $1.00 |
| 509E10000 EPOXY COATED REINFORCING STEEL | 53 LB | $2.00 | $1.00 |
| 511E71100 CONCRETE, MISC.:CLASS 'C' CONCRETE | 1 CY | $200 | $150 |
| 602E10000 BRICK MASONRY | 1 CY | $350 | $1.00 |
| 638E98000 WATER WORK, MISC.:FIRE HYDRANT REMOVED | 1 EACH | $750 | $1,701 |
| 638E98000 WATER WORK, MISC.:HAULING AND INSTALLING FIRE HYDR | 1 EACH | $2,500 | $1,440 |
| 638E98000 WATER WORK, MISC.:URNISHING AND INSTALLING VALVE B | 1 EACH | $500 | $185 |
| 638E98000 WATER WORK, MISC.:VALVE BOX REMOVED | 2 EACH | $250 | $50.00 |
| 638E98000 WATER WORK, MISC.:WATER VALVE ADJUSTED TO GRADE | 2 EACH | $250 | $250 |
| 638E98100 WATER WORK, MISC.:SPECIALIZED EQUIPMENT AND ACCESS | 1 LS | $1,000 | $1.00 |
| 638E98600 WATER WORK, MISC.:FURNISHING AND LAYING 6" DUCTILE | 12 FT | $500 | $450 |
| 638E98600 WATER WORK, MISC.:FURNISHING AND LAYING 8" DUCTILE | 22 FT | $500 | $315 |
| 638E98600 WATER WORK, MISC.:WATER LINE REMOVED | 34 FT | $35.00 | $17.00 |
| 621E00100 RPM | 45 EACH | $106 | $106 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 45 EACH | $15.00 | $10.00 |
| 626E00102 BARRIER REFLECTOR, TYPE 1, (BIDIRECTIONAL) | 36 EACH | $7.75 | $7.75 |
| 626E00110 BARRIER REFLECTOR, TYPE 2, (BIDIRECTIONAL) | 40 EACH | $8.00 | $8.00 |
| 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST | 30 FT | $22.50 | $14.50 |
| 630E08600 SIGN POST REFLECTOR | 13 EACH | $45.00 | $45.00 |
| 630E80100 SIGN, FLAT SHEET | 3 SF | $30.00 | $15.00 |
| 630E80510 SIGN, STREET NAME | 2 EACH | $165 | $85.00 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 4 EACH | $10.00 | $10.00 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 3 EACH | $15.00 | $15.00 |
| 642E00300 CENTER LINE, TYPE 1 | 0.5 MILE | $3,740 | $3,740 |
| 644E00100 EDGE LINE, 4" | 0.56 MILE | $6,120 | $6,120 |
| 644E00300 CENTER LINE | 0.25 MILE | $7,680 | $7,680 |
| 644E00500 STOP LINE | 18 FT | $5.00 | $5.00 |
| 644E30000 REMOVAL OF PAVEMENT MARKING | 18 FT | $20.00 | $20.00 |
| 644E30030 REMOVAL OF PAVEMENT MARKING | 0.81 MILE | $1,452 | $1,452 |
| 646E10000 EDGE LINE, 4" | 0.36 MILE | $10,430 | $10,430 |
| 646E10200 CENTER LINE | 0.19 MILE | $11,270 | $11,270 |
| 646E50300 REMOVAL OF PAVEMENT MARKING | 0.55 MILE | $1,452 | $1,452 |
| 606E10900 SPECIAL - NOISE BARRIER: REMOVAL, STORAGE AND RE-U | 1 LS | $15,000 | $500 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 500 HOUR | $85.00 | $85.00 |
| 614E12384 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $1,900 | $1,900 |
| 614E12420 DETOUR SIGNING | 1 LS | $8,500 | $12,000 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 35 CY | $202 | $300 |
| 614E13310 BARRIER REFLECTOR, TYPE 1, (BIDIRECTIONAL) | 40 EACH | $11.00 | $6.00 |
| 614E13312 BARRIER REFLECTOR, TYPE 2, (BIDIRECTIONAL) | 48 EACH | $12.00 | $6.00 |
| 614E13360 OBJECT MARKER, TWO WAY | 8 EACH | $15.00 | $15.00 |
| 614E18600 PORTABLE CHANGEABLE MESSAGE SIGN | 8 SNMT | $900 | $925 |
| 614E21100 WORK ZONE CENTER LINE, CLASS I, 642 PAINT | 0.38 MILE | $2,230 | $2,230 |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 0.38 MILE | $1,080 | $1,080 |
| 614E22100 WORK ZONE EDGE LINE, CLASS I, 4", 642 PAINT | 0.85 MILE | $1,895 | $1,895 |
| 614E22350 WORK ZONE EDGE LINE, CLASS III, 4", 642 PAINT | 0.85 MILE | $900 | $900 |
| 614E24200 WORK ZONE DOTTED LINE, CLASS I, 4", 642 PAINT | 100 FT | $0.75 | $0.75 |
| 614E24610 WORK ZONE DOTTED LINE, CLASS III, 4", 642 PAINT | 100 FT | $0.70 | $0.70 |
| 614E26200 WORK ZONE STOP LINE, CLASS I, 642 PAINT | 36 FT | $2.50 | $2.50 |
| 614E26610 WORK ZONE STOP LINE, CLASS III, 642 PAINT | 36 FT | $2.40 | $2.40 |
| 615E10000 ROADS FOR MAINTAINING TRAFFIC | 1 LS | $10,000 | $10,000 |
| 615E25000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B | 211 SY | $80.00 | $90.00 |
| 616E10000 WATER | 22 MGAL | $75.00 | $20.00 |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 2,400 FT | $16.00 | $12.00 |
| 622E41110 PORTABLE BARRIER, ANCHORED | 1,000 FT | $22.00 | $18.00 |
| 690E98400 SPECIAL - MISC.: WORK INVOLVING ASBESTOS CONTAINI | 1 LS | $5,000 | $1,000 |
| 509E10001 EPOXY COATED REINFORCING STEEL, AS PER PLAN | 20,901 LB | $1.25 | $1.50 |
| 509E20001 REINFORCING STEEL, REPLACEMENT OF EXISTING REINFOR | 200 LB | $2.00 | $1.50 |
| 509E30020 NO. 4 GFRP DEFORMED BARS | 7,188 FT | $2.50 | $1.50 |
| 510E10001 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT, AS | 2,679 EACH | $15.00 | $13.00 |
| 511E53014 CLASS QC3 CONCRETE, MISC.: SUBSTRUCTURE CONCRETE W | 10 CY | $3,350 | $3,250 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 1,600 SY | $21.00 | $21.00 |
| 512E10300 SEALING CONCRETE BRIDGE DECKS WITH HMWM RESIN | 1,315 SY | $11.50 | $11.50 |
| 512E10600 CONCRETE REPAIR BY EPOXY INJECTION | 9 FT | $135 | $150 |
| 512E74000 REMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACE | 134 SY | $23.50 | $23.50 |
| 513E21599 STRUCTURAL STEEL FOR REHABILITATION | 462 LB | $25.00 | $30.00 |
| 513E95000 STRUCTURAL STEEL, MISC.: REPAIR OF DAMAGED MAIN OR | 14 FT | $1,100 | $822 |
| 513E95000 STRUCTURAL STEEL, MISC.: REPAIR OF DAMAGED MAIN OR | 33 FT | $375 | $258 |
| 514E00050 SURFACE PREPARATION OF EXISTING STRUCTURAL STEEL | 78 SF | $250 | $250 |
| 514E00056 FIELD PAINTING OF EXISTING STRUCTURAL STEEL, PRIME | 78 SF | $30.00 | $30.00 |
| 514E00060 FIELD PAINTING STRUCTURAL STEEL, INTERMEDIATE COAT | 78 SF | $20.00 | $20.00 |
| 514E00066 FIELD PAINTING STRUCTURAL STEEL, FINISH COAT | 78 SF | $10.00 | $10.00 |
| 514E00504 GRINDING FINS, TEARS, SLIVERS ON EXISTING STRUCTUR | 1 MNHR | $200 | $200 |
| 514E10000 FINAL INSPECTION REPAIR | 1 EACH | $400 | $400 |
| 516E01300 ELASTOMERIC STRIP SEAL WITHOUT STEEL EXTRUSIONS | 108 FT | $55.00 | $75.00 |
| 516E10000 PREFORMED ELASTOMERIC COMPRESSION JOINT SEAL | 30 FT | $50.00 | $25.00 |
| 516E13200 1/2" PREFORMED EXPANSION JOINT FILLER | 20 SF | $17.25 | $6.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 110 SF | $15.00 | $8.00 |
| 516E14600 STRUCTURAL JOINT OR JOINT SEALER, MISC.: STRUCTURA | 30 FT | $640 | $775 |
| 516E47000 JACKING AND TEMPORARY SUPPORT OF SUPERSTRUCTURE | 1 LS | $20,000 | $10,000 |
| 519E11100 PATCHING CONCRETE STRUCTURE | 15 SF | $250 | $300 |
| 530E00200 SPECIAL - STRUCTURES CONSULTANT FOR CONCRETE QUALI | 1 LS | $10,000 | $7,500 |
| 607E39900 VANDAL PROTECTION FENCE, 6' STRAIGHT, COATED FABRI | 412 FT | $85.00 | $84.75 |
| 607E39994 TEMPORARY VANDAL FENCE, TYPE B | 500 FT | $29.00 | $35.00 |
| 509E40000 REINFORCING STEEL, MISC.:, GALVANIZED REBAR | 7,609 LB | $1.90 | $2.25 |
| 202E22900 APPROACH SLAB REMOVED | 200 SY | $80.00 | $40.00 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $20,000 | $1.00 |
| 509E20001 REINFORCING STEEL, REPLACEMENT OF EXISTING REINFOR | 200 LB | $2.00 | $1.15 |
| 509E30020 NO. 4 GFRP DEFORMED BARS | 6,991 FT | $2.35 | $1.50 |
| 510E10001 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT, AS | 297 EACH | $30.00 | $26.00 |
| 511E33500 SEMI-INTEGRAL DIAPHRAGM GUIDE | 2 EACH | $5,000 | $5,250 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 2,114 SY | $21.00 | $21.00 |
| 512E33000 TYPE 2 WATERPROOFING | 6 SY | $50.00 | $100 |
| 512E74000 REMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACE | 542 SY | $23.50 | $23.50 |
| 513E20000 WELDED STUD SHEAR CONNECTORS | 1,704 EACH | $4.75 | $6.25 |
| 514E00504 GRINDING FINS, TEARS, SLIVERS ON EXISTING STRUCTUR | 29 MNHR | $150 | $150 |
| 514E10000 FINAL INSPECTION REPAIR | 31 EACH | $200 | $200 |
| 516E10000 PREFORMED ELASTOMERIC COMPRESSION JOINT SEAL | 106 FT | $30.00 | $30.00 |
| 516E10010 ARMORLESS PREFORMED JOINT SEAL | 106 FT | $75.00 | $50.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 17 SF | $21.00 | $10.00 |
| 516E13900 2" PREFORMED EXPANSION JOINT FILLER | 124 SF | $8.00 | $12.00 |
| 516E14020 SEMI-INTEGRAL ABUTMENT EXPANSION JOINT SEAL | 146 FT | $45.00 | $35.00 |
| 516E44400 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 8 EACH | $4,500 | $3,250 |
| 516E44400 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 12 EACH | $4,500 | $3,000 |
| 516E47001 JACKING AND TEMPORARY SUPPORT OF SUPERSTRUCTURE, A | 1 LS | $50,000 | $75,000 |
| 518E12301 SCUPPERS, INCLUDING SUPPORTS, AS PER PLAN | 12 EACH | $3,000 | $3,350 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 120 CY | $125 | $75.00 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 202 FT | $15.00 | $15.00 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 120 FT | $18.00 | $15.00 |
| 526E90030 TYPE C INSTALLATION | 106 FT | $295 | $250 |
| 530E00200 SPECIAL - STRUCTURES, MISC: CONSULTANT FOR CONCRET | 1 LS | $15,000 | $10,000 |
| 607E39900 VANDAL PROTECTION FENCE, 6' STRAIGHT, COATED FABRI | 430 FT | $85.00 | $84.75 |
| 519E11100 PATCHING CONCRETE STRUCTURE | 70 SF | $250 | $160 |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $60,000 | $40,000 |
| 530E00200 SPECIAL - STRUCTURES, MISC.: UTILITY SUPPORT REHAB | 1 LS | $20,000 | $6,500 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $50,000 | $65,000 |
| 623E10001 CONSTRUCTION LAYOUT STAKES AND SURVEYING, AS PER P | 1 LS | $10,000 | $15,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 511E53014 CLASS QC3 CONCRETE, MISC.: SUPERSTRUCTURE CONCRET | 1,041 CY | $475 | $494k | 9% |
| 614E15000 SPECIAL - CALENDAR DAYS OF CONTRACT TIME FOR OPENI | 4,200 DLR | $113 | $475k | 9% |
| 614E15000 SPECIAL - CALENDAR DAYS OF CONTRACT TIME FOR OPENI | 5,000 DLR | $83 | $415k | 8% |
| 514E00050 SURFACE PREPARATION OF EXISTING STRUCTURAL STEEL | 36,265 SF | $8 | $290k | 6% |
| 509E10001 EPOXY COATED REINFORCING STEEL, AS PER PLAN | 174,268 LB | $1.3 | $227k | 4% |
| 624E10000 MOBILIZATION | 1 LS | $200,000 | $200k | 4% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $190,000 | $190k | 4% |
| 511E53014 CLASS QC3 CONCRETE, MISC.: SUPERSTRUCTURE CONCRET | 180 CY | $750 | $135k | 3% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $130,000 | $130k | 2% |
| 517E75123 RAILING (CONCRETE PARAPET WITH TWIN STEEL TUBE RAI | 456 FT | $270 | $123k | 2% |