PIK-SR 104-06.14
PIK County · est $3.2M
Bid dateThursday, October 26—
PIK County · est $3.2M
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 92 more items below.
| Item | Quantity | R1D G M INC | R2George J Igel & CO INC | R3Shelly & Sands INC | R4Complete General Construction Company | % of bid |
|---|---|---|---|---|---|---|
| 515E15020 DRAPED STRAND PRESTRESSED CONCRETE BRIDGE I-BEAM M | 5 EACH | $76,160 | $74,080 | $67,500 | $75,000 | 16% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 1,087 CY | $230 | $224 | $250 | $224 | 11% |
| 204E30010 GRANULAR MATERIAL, TYPE B | 3,148 CY | $55.00 | $52.00 | $55.00 | $60.00 | 7% |
| 511E34446 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK | 120 CY | $1,220 | $1,650 | $1,679 | $1,700 | 6% |
| 507E00101 STEEL PILES HP10X42, FURNISHED, AS PER PLAN | 2,530 FT | $55.00 | $38.00 | $28.30 | $46.00 | 6% |
| 203E20000 EMBANKMENT | 8,462 CY | $15.00 | $22.50 | $24.00 |
| Item | Quantity | R1D G M INC | R2George J Igel & CO INC | R3Shelly & Sands INC | R4Complete General Construction Company |
|---|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $44,500 | $30,000 | $45,000 | $40,000 |
| 202E23000 PAVEMENT REMOVED | 3,957 SY | $6.00 | $11.50 | $14.00 | $17.00 |
| 202E38000 GUARDRAIL REMOVED | 2,351 FT | $1.00 | $2.50 | $2.50 | $2.00 |
| 203E65000 SPECIAL - SETTLEMENT PLATFORM | 2 EACH | $4,000 | $4,790 | $4,050 | $3,500 |
| 204E10000 SUBGRADE COMPACTION |
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 →
| $29.00 |
| 5% |
| 517E70100 RAILING (THREE STEEL TUBE BRIDGE RAILING) | 241 FT | $520 | $530 | $480 | $465 | 5% |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 424 CY | $295 | $283 | $350 | $285 | 5% |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 56,233 LB | $2.11 | $2.25 | $1.92 | $1.76 | 5% |
| 624E10000 MOBILIZATION | 1 LS | $100,000 | $100,000 | $100,000 | $100,000 | 4% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $95,000 | $50,000 | $35,000 | $40,000 | 4% |
| 202E11002 STRUCTURE REMOVED, OVER 20 FOOT SPAN | 1 LS | $83,000 | $92,000 | $79,000 | $200,000 | 4% |
| 511E46512 CLASS QC1 CONCRETE WITH QC/QA, FOOTING | 117 CY | $650 | $610 | $740 | $580 | 3% |
| 511E44112 CLASS QC1 CONCRETE WITH QC/QA, ABUTMENT NOT INCLUD | 110 CY | $650 | $1,010 | $1,135 | $1,400 | 3% |
| 511E33419 CLASS QC2 CONCRETE WITH QC/QA, SUPERSTRUCTURE, AS | 52 CY | $1,170 | $980 | $1,102 | $1,100 | 3% |
| 304E20000 AGGREGATE BASE | 846 CY | $65.00 | $60.00 | $65.00 | $70.00 | 2% |
| 526E25010 REINFORCED CONCRETE APPROACH SLABS WITH QC/QA (T=1 | 189 SY | $285 | $500 | $400 | $480 | 2% |
| 601E32104 ROCK CHANNEL PROTECTION, TYPE B WITH GEOTEXTILE FA | 690 CY | $75.00 | $85.00 | $79.00 | $84.00 | 2% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $50,000 | $16,000 | $18,000 | $23,000 | 2% |
| 203E10000 EXCAVATION | 2,766 CY | $18.00 | $15.50 | $22.00 | $21.00 | 2% |
| 5,110 SY |
| $3.00 |
| $4.25 |
| $3.36 |
| $3.50 |
| 204E13000 EXCAVATION OF SUBGRADE | 1,573 CY | $15.00 | $8.25 | $28.00 | $39.00 |
| 204E45000 PROOF ROLLING | 3 HOUR | $75.00 | $130 | $250 | $130 |
| 204E50000 GEOTEXTILE FABRIC | 4,851 SY | $1.50 | $1.50 | $1.45 | $3.75 |
| 606E15050 GUARDRAIL, TYPE MGS | 1,862.5 FT | $25.00 | $18.40 | $19.50 | $18.40 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E (NCHRP 350 OR MASH 201 | 3 EACH | $2,500 | $2,804 | $2,500 | $2,520 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 3 EACH | $1,250 | $1,360 | $1,200 | $1,360 |
| 606E34600 MGS BRIDGE TERMINAL ASSEMBLY, TYPE TST-2 | 4 EACH | $2,300 | $2,340 | $2,700 | $2,340 |
| 623E38500 MONUMENT ASSEMBLY, TYPE C | 1 EACH | $1,000 | $2,000 | $2,000 | $1,300 |
| 623E40500 REFERENCE MONUMENT, TYPE A | 8 EACH | $350 | $1,030 | $580 | $700 |
| 623E40520 RIGHT-OF-WAY MONUMENT, TYPE B | 3 EACH | $200 | $820 | $279 | $600 |
| 878E25000 INSPECTION AND COMPACTION TESTING OF UNBOUND MATER | 1 LS | $6,000 | $72,450 | $36,000 | $39,100 |
| 659E00300 TOPSOIL | 1,075 CY | $20.00 | $14.00 | $36.00 | $38.00 |
| 659E10000 SEEDING AND MULCHING | 8,327 SY | $1.35 | $3.00 | $0.80 | $0.80 |
| 659E14000 REPAIR SEEDING AND MULCHING | 416 SY | $0.05 | $0.80 | $0.80 | $0.80 |
| 659E15000 INTER-SEEDING | 416 SY | $0.05 | $0.80 | $0.80 | $0.80 |
| 659E20000 COMMERCIAL FERTILIZER | 1.12 TON | $1,000 | $1,400 | $1,400 | $1,400 |
| 659E31000 LIME | 1.72 ACRE | $100 | $100 | $100 | $100 |
| 659E35000 WATER | 45 MGAL | $1.00 | $1.00 | $1.00 | $1.00 |
| 670E00500 SLOPE EROSION PROTECTION | 1,359 SY | $3.00 | $2.25 | $2.25 | $2.25 |
| 832E15000 STORM WATER POLLUTION PREVENTION PLAN | 1 LS | $2,500 | $2,000 | $2,000 | $2,000 |
| 832E15002 STORM WATER POLLUTION PREVENTION INSPECTIONS | 1 LS | $9,000 | $7,275 | $5,500 | $6,150 |
| 832E15010 STORM WATER POLLUTION PREVENTION INSPECTION SOFTWA | 1 LS | $11,000 | $10,800 | $13,100 | $11,000 |
| 832E30000 EROSION CONTROL | 25,552 EACH | $1.00 | $1.00 | $1.00 | $1.00 |
| 605E31100 AGGREGATE DRAINS | 551 FT | $20.00 | $20.00 | $16.00 | $17.00 |
| 611E01400 6" CONDUIT, TYPE E | 30 FT | $8.00 | $17.00 | $22.00 | $50.00 |
| 611E01500 6" CONDUIT, TYPE F | 30 FT | $8.00 | $24.00 | $23.00 | $74.00 |
| 252E01500 FULL DEPTH PAVEMENT SAWING | 249 FT | $6.00 | $1.55 | $3.50 | $2.00 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (1.5") | 583 SY | $24.00 | $22.25 | $25.00 | $22.25 |
| 407E10000 TACK COAT | 873 GAL | $2.50 | $3.05 | $3.25 | $2.50 |
| 618E40900 RUMBLE STRIPES, CENTER LINE (ASPHALT CONCRETE) | 1,633 FT | $6.00 | $3.85 | $3.50 | $5.00 |
| 621E00100 RPM | 33 EACH | $120 | $49.00 | $120 | $49.00 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 26 EACH | $1.00 | $15.00 | $11.00 | $16.00 |
| 626E00102 BARRIER REFLECTOR, TYPE 1 (BIDIRECTIONAL) | 6 EACH | $12.00 | $12.00 | $12.00 | $12.00 |
| 626E00112 BARRIER REFLECTOR, TYPE 3 (BIDIRECTIONAL) | 47 EACH | $12.00 | $13.00 | $12.00 | $13.00 |
| 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST | 106.7 FT | $15.00 | $16.00 | $14.50 | $16.00 |
| 630E08600 SIGN POST REFLECTOR | 5 EACH | $30.00 | $45.00 | $48.00 | $45.00 |
| 630E80100 SIGN, FLAT SHEET | 72 SF | $30.00 | $18.65 | $20.00 | $18.65 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 15 EACH | $15.00 | $10.00 | $25.00 | $10.00 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 2 EACH | $75.00 | $65.00 | $120 | $65.00 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 10 EACH | $15.00 | $15.00 | $25.00 | $15.00 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 0.76 MILE | $2,500 | $1,500 | $2,200 | $1,500 |
| 642E00300 CENTER LINE, TYPE 1 | 0.47 MILE | $3,500 | $1,650 | $3,200 | $1,650 |
| 642E00500 STOP LINE, TYPE 1 | 27 FT | $15.00 | $5.00 | $12.00 | $5.00 |
| 410E12000 TRAFFIC COMPACTED SURFACE, TYPE A OR B | 25 CY | $40.00 | $47.50 | $115 | $105 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 40 HOUR | $50.00 | $100 | $82.00 | $95.00 |
| 614E11630 INCREASED BARRIER DELINEATION | 1,229 FT | $1.50 | $3.50 | $1.08 | $3.50 |
| 614E12384 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $3,000 | $3,680 | $2,250 | $2,350 |
| 614E12420 DETOUR SIGNING | 1 LS | $5,000 | $15,810 | $9,200 | $15,810 |
| 614E12800 WORK ZONE RAISED PAVEMENT MARKER | 236 EACH | $12.00 | $6.00 | $12.00 | $6.00 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 25 CY | $150 | $273 | $220 | $300 |
| 614E13310 BARRIER REFLECTOR, TYPE 1 (BIDIRECTIONAL) | 59 EACH | $30.00 | $14.00 | $9.00 | $14.00 |
| 614E13314 BARRIER REFLECTOR, TYPE 3 (BIDIRECTIONAL) | 37 EACH | $36.00 | $14.00 | $9.00 | $14.00 |
| 614E13360 OBJECT MARKER, TWO WAY | 96 EACH | $30.00 | $21.00 | $14.00 | $21.00 |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 12 SNMT | $1,650 | $1,050 | $1,000 | $1,050 |
| 614E21000 WORK ZONE CENTER LINE, CLASS I | 0.6 MILE | $5,000 | $1,900 | $4,225 | $1,900 |
| 614E22010 WORK ZONE EDGE LINE, CLASS I, 6" | 1.91 MILE | $2,200 | $2,500 | $1,920 | $2,500 |
| 614E22210 WORK ZONE EDGE LINE, CLASS I, 6", 740.06, TYPE I | 0.06 MILE | $13,000 | $9,500 | $12,625 | $9,500 |
| 614E26000 WORK ZONE STOP LINE, CLASS I | 42 FT | $14.00 | $7.00 | $12.00 | $7.00 |
| 615E25000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B | 300 SY | $90.00 | $94.25 | $157 | $115 |
| 616E10000 WATER | 43 MGAL | $1.00 | $30.00 | $75.00 | $45.00 |
| 617E10100 COMPACTED AGGREGATE | 50 CY | $60.00 | $58.00 | $116 | $95.00 |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 1,330 FT | $13.00 | $18.00 | $17.00 | $18.00 |
| 622E41110 PORTABLE BARRIER, ANCHORED | 1,340 FT | $23.00 | $20.00 | $44.00 | $20.00 |
| 202E22900 APPROACH SLAB REMOVED | 67 SY | $60.00 | $45.25 | $29.00 | $70.00 |
| 202E23500 WEARING COURSE REMOVED | 569 SY | $10.00 | $10.00 | $13.00 | $20.00 |
| 503E11101 COFFERDAMS AND EXCAVATION BRACING, AS PER PLAN | 1 LS | $37,500 | $18,500 | $63,000 | $140,000 |
| 503E21100 UNCLASSIFIED EXCAVATION | 340 CY | $17.50 | $135 | $23.00 | $43.00 |
| 505E11100 PILE DRIVING EQUIPMENT MOBILIZATION | 1 LS | $21,000 | $46,000 | $25,000 | $26,000 |
| 507E00150 STEEL PILES HP10X42, DRIVEN | 2,310 FT | $10.00 | $19.50 | $25.40 | $10.00 |
| 511E33500 SEMI-INTEGRAL DIAPHRAGM GUIDE | 2 EACH | $2,500 | $6,000 | $4,064 | $3,500 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 430 SY | $35.00 | $25.00 | $25.00 | $25.00 |
| 512E33000 TYPE 2 WATERPROOFING | 31 SY | $40.00 | $36.50 | $35.00 | $40.00 |
| 515E20000 INTERMEDIATE DIAPHRAGMS | 12 EACH | $2,000 | $3,500 | $4,275 | $3,000 |
| 516E13900 2" PREFORMED EXPANSION JOINT FILLER | 96 SF | $20.00 | $11.00 | $12.00 | $14.00 |
| 516E14020 SEMI-INTEGRAL ABUTMENT EXPANSION JOINT SEAL | 101 FT | $135 | $45.00 | $40.00 | $40.00 |
| 516E44201 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 10 EACH | $2,750 | $3,500 | $2,960 | $2,500 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 149 CY | $90.00 | $93.85 | $90.00 | $100 |
| 518E22300 SPECIAL - STEEL DRIP STRIP | 255 FT | $17.00 | $14.50 | $14.50 | $19.00 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 158 FT | $20.00 | $7.50 | $5.50 | $10.00 |
| 518E40011 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 52 FT | $20.00 | $28.50 | $34.00 | $18.00 |
| 526E90010 TYPE A INSTALLATION | 68 FT | $260 | $250 | $260 | $285 |
| 613E41201 LOW STRENGTH MORTAR BACKFILL, AS PER PLAN | 128 CY | $275 | $480 | $200 | $210 |
| 625E33000 STRUCTURE GROUNDING SYSTEM | 1 EACH | $14,000 | $11,500 | $13,000 | $15,000 |
| 846E00110 POLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM | 29 CF | $750 | $730 | $700 | $627 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $14,000 | $41,160 | $39,000 | $26,000 |
| 623E50000 PRECONSTRUCTION SURVEY MONUMENT VERIFICATION AND R | 1 LS | $2,000 | $2,780 | $3,900 | $4,000 |
| 623E51000 POST CONSTRUCTION SURVEY MONUMENT VERIFICATION AND | 1 LS | $2,000 | $3,730 | $3,900 | $4,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 515E15020 DRAPED STRAND PRESTRESSED CONCRETE BRIDGE I-BEAM M | 5 EACH | $76,160 | $381k | 12% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 1,087 CY | $230 | $250k | 8% |
| 204E30010 GRANULAR MATERIAL, TYPE B | 3,148 CY | $55 | $173k | 6% |
| 511E34446 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK | 120 CY | $1,220 | $146k | 5% |
| 507E00101 STEEL PILES HP10X42, FURNISHED, AS PER PLAN | 2,530 FT | $55 | $139k | 4% |
| 203E20000 EMBANKMENT | 8,462 CY | $15 | $127k | 4% |
| 517E70100 RAILING (THREE STEEL TUBE BRIDGE RAILING) | 241 FT | $520 | $125k | 4% |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 424 CY | $295 | $125k | 4% |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 56,233 LB | $2.11 | $119k | 4% |
| 624E10000 MOBILIZATION | 1 LS | $100,000 | $100k | 3% |