Gre-US 42-02.63/20.21
Greene County · est $3.3M
Bid dateThursday, September 28—
Greene County · est $3.3M
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 102 more items below.
| Item | Quantity | R1Double Z Construction Company | R2Complete General Construction Company | R3Sunesis Construction CO | R4Eagle Bridge CO | % of bid |
|---|---|---|---|---|---|---|
| 515E15130 DRAPED STRAND PRESTRESSED CONCRETE BRIDGE I-BEAM M | 4 EACH | $110,000 | $139,000 | $139,897 | $135,000 | 18% |
| 511E53014 CLASS QC3 CONCRETE, MISC.: BRIDGE DECK, WITH QC/QA | 167 CY | $1,800 | $1,200 | $1,753 | $1,700 | 12% |
| 511E43512 CLASS QC1 CONCRETE WITH QC/QA, ABUTMENT INCLUDING | 279 CY | $785 | $1,100 | $803 | $980 | 9% |
| 202E11003 STRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN | 1 LS | $195,000 | $225,000 | $142,445 | $250,000 | 8% |
| 507E00650 14" CAST-IN-PLACE REINFORCED CONCRETE PILES, FURNI | 2,145 FT | $70.00 | $85.00 | $85.96 | $86.00 | 6% |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 83,093 LB | $1.50 |
| Item | Quantity | R1Double Z Construction Company | R2Complete General Construction Company | R3Sunesis Construction CO | R4Eagle Bridge CO |
|---|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $30,000 | $42,000 | $16,059 | $30,000 |
| 202E23000 PAVEMENT REMOVED | 272 SY | $25.00 | $18.00 | $18.76 | $25.00 |
| 202E35100 PIPE REMOVED, 24" AND UNDER | 25 FT | $15.00 | $50.00 | $13.08 | $13.00 |
| 202E38000 GUARDRAIL REMOVED | 1,075 FT | $2.00 | $2.00 | $10.07 | $2.00 |
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 →
| $1.57 |
| $1.78 |
| $1.65 |
| 5% |
| 526E30010 REINFORCED CONCRETE APPROACH SLABS WITH QC/QA (T=1 | 214 SY | $475 | $420 | $632 | $500 | 4% |
| 867E00101 TEMPORARY WIRE FACED MECHANICALLY STABILIZED EARTH | 1 LS | $100,000 | $90,000 | $148,570 | $70,000 | 4% |
| 624E10000 MOBILIZATION | 1 LS | $100,000 | $100,000 | $82,891 | $100,000 | 4% |
| 503E21301 UNCLASSIFIED EXCAVATION, AS PER PLAN | 1 LS | $95,000 | $48,000 | $74,063 | $180,000 | 4% |
| 511E53014 CLASS QC3 CONCRETE, MISC.: BRIDGE DECK (PARAPET), | 61 CY | $1,275 | $1,000 | $1,144 | $1,050 | 3% |
| 848E10200 SUPERPLASTICIZED DENSE CONCRETE OVERLAY USING HYDR | 444 SY | $175 | $110 | $169 | $190 | 3% |
| 511E53014 CLASS QC3 CONCRETE, MISC.: SUPERSTRUCTURE, WITH QC | 89 CY | $860 | $700 | $717 | $750 | 3% |
| 203E20000 EMBANKMENT | 1,859 CY | $35.00 | $30.00 | $50.13 | $43.00 | 3% |
| 848E20000 SURFACE PREPARATION USING HYDRODEMOLITION | 444 SY | $140 | $138 | $99.57 | $155 | 3% |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 146 CY | $425 | $440 | $428 | $425 | 3% |
| 614E18000 MAINTAINING TRAFFIC, MISC.:POWER SUPPLY FOR WORK Z | 1 EACH | $50,000 | $60,000 | $73,177 | $6,700 | 2% |
| 505E11100 PILE DRIVING EQUIPMENT MOBILIZATION | 1 LS | $45,000 | $36,000 | $48,785 | $33,000 | 2% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $45,000 | $80,000 | $24,609 | $125,000 | 2% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 1,300 FT | $30.00 | $17.00 | $19.63 | $22.00 | 2% |
| 202E42207 ANCHOR ASSEMBLY REMOVED, AS PER PLAN |
| 4 EACH |
| $365 |
| $650 |
| $841 |
| $650 |
| 202E47000 BRIDGE TERMINAL ASSEMBLY REMOVED | 8 EACH | $75.00 | $350 | $126 | $75.00 |
| 203E10000 EXCAVATION | 473 CY | $25.00 | $24.00 | $10.92 | $33.00 |
| 204E10000 SUBGRADE COMPACTION | 484 SY | $10.00 | $3.50 | $5.76 | $16.00 |
| 606E15050 GUARDRAIL, TYPE MGS | 250 FT | $19.60 | $19.60 | $23.40 | $19.60 |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 425 FT | $21.40 | $21.40 | $26.42 | $21.40 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E(NCHRP 350 OR MASH 2016 | 4 EACH | $2,450 | $2,450 | $2,642 | $2,450 |
| 606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 4 EACH | $2,360 | $2,360 | $2,567 | $2,360 |
| 606E35141 BRIDGE TERMINAL ASSEMBLY, TYPE 4, AS PER PLAN | 4 EACH | $1,220 | $1,220 | $1,258 | $1,220 |
| 607E16000 FENCE REBUILT, TYPE 47 | 166 FT | $28.75 | $28.75 | $75.49 | $28.75 |
| 878E25000 INSPECTION AND COMPACTION TESTING OF UNBOUND MATER | 1 LS | $8,500 | $9,000 | $3,775 | $18,000 |
| 601E21050 TIED CONCRETE BLOCK MAT WITH TYPE 1 UNDERLAYMENT | 37 SY | $150 | $130 | $228 | $80.00 |
| 601E21060 TIED CONCRETE BLOCK MAT WITH TYPE 2 UNDERLAYMENT | 70 SY | $138 | $136 | $210 | $72.00 |
| 659E00100 SOIL ANALYSIS TEST | 2 EACH | $100 | $200 | $101 | $425 |
| 659E00300 TOPSOIL | 226 CY | $75.00 | $39.00 | $83.06 | $40.00 |
| 659E00550 SEEDING AND MULCHING, CLASS 4A | 590 SY | $10.00 | $4.80 | $7.99 | $10.00 |
| 659E10000 SEEDING AND MULCHING | 1,446 SY | $10.00 | $3.20 | $6.83 | $6.00 |
| 659E14000 REPAIR SEEDING AND MULCHING | 102 SY | $9.40 | $0.40 | $9.46 | $4.00 |
| 659E15000 INTER-SEEDING | 102 SY | $9.40 | $0.10 | $9.46 | $4.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.27 TON | $900 | $540 | $906 | $1,500 |
| 659E31000 LIME | 0.42 ACRE | $20.00 | $50.00 | $20.14 | $10.00 |
| 659E35000 WATER | 11 MGAL | $5.00 | $11.00 | $5.03 | $20.00 |
| 670E00700 DITCH EROSION PROTECTION | 116 SY | $3.50 | $3.25 | $3.52 | $3.25 |
| 832E30000 EROSION CONTROL | 11,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 |
| 605E13300 6" UNCLASSIFIED PIPE UNDERDRAINS | 120 FT | $20.00 | $30.00 | $21.73 | $23.00 |
| 605E14000 6" BASE PIPE UNDERDRAINS | 100 FT | $15.00 | $28.00 | $23.80 | $23.00 |
| 605E14000 6" BASE PIPE UNDERDRAINS, 707.31 | 34 FT | $18.00 | $38.00 | $20.58 | $25.00 |
| 611E00510 6" CONDUIT, TYPE F FOR UNDERDRAIN OUTLETS | 20 FT | $23.00 | $52.00 | $53.93 | $30.00 |
| 611E01500 6" CONDUIT, TYPE F | 20 FT | $15.00 | $52.00 | $36.62 | $16.00 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 4 EACH | $500 | $350 | $287 | $425 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 1 1/2" | 1,651 SY | $8.73 | $15.00 | $6.70 | $5.00 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 1 1/4" | 1,890 SY | $8.56 | $10.00 | $6.49 | $5.00 |
| 302E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 71 CY | $400 | $525 | $403 | $400 |
| 304E20000 AGGREGATE BASE | 86 CY | $140 | $135 | $90.39 | $150 |
| 407E20000 NON-TRACKING TACK COAT | 572 GAL | $1.00 | $10.00 | $1.01 | $1.00 |
| 441E70300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 449 (13 CY | $600 | $625 | $604 | $600 |
| 609E24510 CURB, TYPE 4-C | 72 FT | $33.00 | $66.00 | $35.23 | $105 |
| 618E41000 RUMBLE STRIPES, EDGE LINE (ASPHALT CONCRETE) | 0.2 MILE | $31,000 | $25,000 | $20,131 | $36,000 |
| 621E00100 RPM | 18 EACH | $213 | $214 | $215 | $214 |
| 626E00102 BARRIER REFLECTOR, TYPE 1 (BIDIRECTIONAL) | 30 EACH | $14.00 | $11.30 | $14.09 | $11.30 |
| 626E00110 BARRIER REFLECTOR, TYPE 2 (BIDIRECTIONAL) | 18 EACH | $14.00 | $12.50 | $14.09 | $12.50 |
| 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST | 55.2 FT | $16.00 | $25.00 | $16.61 | $16.00 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 4 EACH | $85.00 | $95.00 | $35.23 | $85.00 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 4 EACH | $30.00 | $15.00 | $25.17 | $30.00 |
| 644E00104 EDGE LINE, 6" | 0.42 MILE | $9,441 | $9,442 | $9,503 | $9,441 |
| 644E00300 CENTER LINE | 0.21 MILE | $12,058 | $12,059 | $12,137 | $12,058 |
| 646E10010 EDGE LINE, 6" | 0.12 MILE | $24,075 | $24,076 | $24,233 | $24,075 |
| 646E10200 CENTER LINE | 0.06 MILE | $32,143 | $32,143 | $32,354 | $32,143 |
| 614E12380 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $2,100 | $2,200 | $2,114 | $2,100 |
| 614E13310 BARRIER REFLECTOR, TYPE 1 (BIDIRECTIONAL) | 38 EACH | $15.00 | $14.00 | $14.09 | $12.00 |
| 614E13360 OBJECT MARKER, TWO WAY | 38 EACH | $19.00 | $21.00 | $21.14 | $15.00 |
| 614E18002 MAINTAINING TRAFFIC, MISC.:PEDESTRIAN TRAFFIC (UND | 1 LS | $3,000 | $4,000 | $2,188 | $10,000 |
| 614E18030 MAINTAINING TRAFFIC, MISC.:PEDESTRIAN PROTECTION C | 63 FT | $275 | $800 | $252 | $600 |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 20 SNMT | $1,050 | $1,050 | $1,057 | $1,050 |
| 614E21100 WORK ZONE CENTER LINE, CLASS I, 642 PAINT | 0.4 MILE | $3,463 | $3,463 | $3,486 | $3,463 |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 0.27 MILE | $3,000 | $3,000 | $3,019 | $3,000 |
| 614E22110 WORK ZONE EDGE LINE, CLASS I, 6", 642 PAINT | 1.24 MILE | $2,631 | $2,631 | $2,648 | $2,631 |
| 614E22360 WORK ZONE EDGE LINE, CLASS III, 6", 642 PAINT | 0.54 MILE | $2,309 | $2,309 | $2,324 | $2,309 |
| 614E26400 WORK ZONE STOP LINE, CLASS I, 740.06, TYPE I | 44 FT | $15.00 | $15.00 | $15.10 | $15.00 |
| 615E10000 ROADS FOR MAINTAINING TRAFFIC | 1 LS | $15,000 | $11,000 | $10,458 | $5,500 |
| 615E25000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B | 80 SY | $100 | $200 | $176 | $200 |
| 622E41110 PORTABLE BARRIER, ANCHORED | 420 FT | $40.00 | $19.00 | $21.64 | $28.00 |
| 614E18000 MAINTAINING TRAFFIC, MISC.:DETOUR SIGNS | 70 EACH | $180 | $125 | $126 | $125 |
| 202E22900 APPROACH SLAB REMOVED | 94 SY | $55.00 | $60.00 | $102 | $75.00 |
| 202E23500 WEARING COURSE REMOVED | 740 SY | $25.00 | $22.00 | $12.59 | $4.50 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $20,000 | $20,000 | $20,551 | $25,000 |
| 507E00600 14" CAST-IN-PLACE REINFORCED CONCRETE PILES, DRIVE | 1,950 FT | $20.00 | $15.00 | $31.57 | $18.00 |
| 509E30020 NO. 4 DEFORMED GFRP REINFORCEMENT | 6,123 FT | $1.40 | $2.16 | $1.89 | $1.65 |
| 511E33500 SEMI-INTEGRAL DIAPHRAGM GUIDE | 2 EACH | $3,400 | $2,800 | $4,246 | $4,300 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 984 SY | $24.00 | $24.00 | $24.16 | $24.00 |
| 512E10300 SEALING CONCRETE BRIDGE DECKS WITH HMWM RESIN | 91 SY | $22.00 | $22.00 | $22.14 | $22.00 |
| 515E20001 INTERMEDIATE DIAPHRAGMS, AS PER PLAN | 9 EACH | $2,100 | $3,500 | $3,649 | $2,900 |
| 516E10010 ARMORLESS PREFORMED JOINT SEAL | 69 FT | $70.00 | $95.00 | $95.62 | $65.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 17 SF | $20.00 | $12.50 | $5.51 | $6.50 |
| 516E13900 2" PREFORMED EXPANSION JOINT FILLER | 160 SF | $21.00 | $14.00 | $8.57 | $13.00 |
| 516E14020 SEMI-INTEGRAL ABUTMENT EXPANSION JOINT SEAL | 109 FT | $30.00 | $45.00 | $45.30 | $34.00 |
| 516E44201 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 8 EACH | $4,000 | $4,000 | $4,710 | $4,200 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 117 FT | $12.50 | $14.00 | $6.57 | $21.00 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 179 FT | $11.00 | $19.00 | $43.91 | $21.00 |
| 523E20000 DYNAMIC LOAD TESTING | 4 EACH | $2,600 | $5,000 | $6,434 | $4,600 |
| 526E90030 TYPE C INSTALLATION | 69 FT | $395 | $345 | $304 | $425 |
| 530E00200 SPECIAL - STRUCTURES: TEMPORARY STRUCTURE SUPPORT | 1 LS | $25,000 | $22,900 | $17,531 | $37,000 |
| 601E20000 CRUSHED AGGREGATE SLOPE PROTECTION | 316 SY | $51.00 | $60.00 | $90.69 | $33.00 |
| 690E98400 SPECIAL - CONSULTANT FOR CONCRETE QUALITY CONTROL | 1 LS | $9,000 | $9,000 | $7,851 | $5,000 |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $6,000 | $10,000 | $5,414 | $6,500 |
| 509E20001 CONCRETE REINFORCEMENT, REPLACEMENT OF EXISTING CO | 100 LB | $2.00 | $3.25 | $7.98 | $2.00 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 162 SY | $24.00 | $24.00 | $24.16 | $24.00 |
| 517E75600 DEEP BEAM BRIDGE RETROFIT RAILING | 192 FT | $112 | $112 | $141 | $112 |
| 518E22300 SPECIAL - STEEL DRIP STRIP | 227 FT | $24.00 | $22.00 | $14.85 | $17.00 |
| 846E00110 POLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM | 27 CF | $675 | $673 | $677 | $673 |
| 848E30200 SUPERPLASTICIZED DENSE CONCRETE OVERLAY (VARIABLE | 8 CY | $350 | $363 | $506 | $425 |
| 848E50000 HAND CHIPPING | 14 SY | $177 | $80.00 | $247 | $100 |
| 848E50100 TEST SLAB | 1 LS | $650 | $1,500 | $3,773 | $3,000 |
| 848E50320 EXISTING CONCRETE OVERLAY REMOVED (1-1/4" NOMINAL | 311 SY | $51.00 | $50.00 | $66.60 | $45.00 |
| 848E50340 REMOVAL OF DEBONDED OR DETERIORATED EXISTING VARIA | 134 SY | $70.00 | $70.00 | $51.19 | $80.00 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $20,000 | $19,000 | $0.01 | $30,000 |
| 619E16000 FIELD OFFICE, TYPE A | 11 MNTH | $2,500 | $1,500 | $1,342 | $3,000 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $25,000 | $15,000 | $15,350 | $16,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 515E15130 DRAPED STRAND PRESTRESSED CONCRETE BRIDGE I-BEAM M | 4 EACH | $110,000 | $440k | 13% |
| 511E53014 CLASS QC3 CONCRETE, MISC.: BRIDGE DECK, WITH QC/QA | 167 CY | $1,800 | $301k | 9% |
| 511E43512 CLASS QC1 CONCRETE WITH QC/QA, ABUTMENT INCLUDING | 279 CY | $785 | $219k | 7% |
| 202E11003 STRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN | 1 LS | $195,000 | $195k | 6% |
| 507E00650 14" CAST-IN-PLACE REINFORCED CONCRETE PILES, FURNI | 2,145 FT | $70 | $150k | 5% |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 83,093 LB | $1.5 | $125k | 4% |
| 526E30010 REINFORCED CONCRETE APPROACH SLABS WITH QC/QA (T=1 | 214 SY | $475 | $102k | 3% |
| 867E00101 TEMPORARY WIRE FACED MECHANICALLY STABILIZED EARTH | 1 LS | $100,000 | $100k | 3% |
| 624E10000 MOBILIZATION | 1 LS | $100,000 | $100k | 3% |
| 503E21301 UNCLASSIFIED EXCAVATION, AS PER PLAN | 1 LS | $95,000 | $95k | 3% |