Per-SR 93-04.96 and Var
Perry County · est $2.4M
Bid dateThursday, February 8—
Perry County · est $2.4M
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 93 more items below.
| Item | Quantity | R1George J Igel & CO INC | R2Shelly & Sands INC | R3Complete General Construction Company | % of bid |
|---|---|---|---|---|---|
| 511E32212 CLASS QC2 CONCRETE WITH QC/QA, SUPERSTRUCTURE | 200 CY | $1,100 | $1,450 | $1,700 | 14% |
| 509E26000 GALVANIZED STEEL REINFORCEMENT | 61,413 LB | $2.30 | $2.20 | $2.50 | 9% |
| 526E25001 REINFORCED CONCRETE APPROACH SLABS (T=15"), AS PER | 248 SY | $470 | $445 | $410 | 8% |
| 526E25001 REINFORCED CONCRETE APPROACH SLABS (T=15"), AS PER | 244 SY | $470 | $445 | $410 | 7% |
| 624E10000 MOBILIZATION | 1 LS | $100,000 | $100,000 | $125,000 | 6% |
| 511E33412 CLASS QC2 CONCRETE, SUPERSTRUCTURE | 75 CY | $1,300 | $1,970 | $1,600 | 6% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS |
| Item | Quantity | R1George J Igel & CO INC | R2Shelly & Sands INC | R3Complete General Construction Company |
|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $5,000 | $8,500 | $20,000 |
| 202E23500 WEARING COURSE REMOVED | 287 SY | $14.00 | $18.00 | $40.00 |
| 202E38000 GUARDRAIL REMOVED | 1,271 FT | $2.00 | $2.00 | $2.00 |
| 203E10001 EXCAVATION, AS PER PLAN | 409 CY | $40.00 | $34.00 | $30.00 |
| 203E20000 EMBANKMENT | 384 CY | $25.00 | $17.00 | $60.00 |
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 →
| $91,000 |
| $65,000 |
| $60,000 |
| 6% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 288 CY | $313 | $313 | $320 | 6% |
| 441E70300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 449 (316 CY | $277 | $277 | $283 | 6% |
| 511E43510 CLASS QC1 CONCRETE, ABUTMENT INCLUDING FOOTING | 88 CY | $940 | $1,600 | $1,300 | 5% |
| 202E11301 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN (SUPERS | 157 CY | $500 | $250 | $300 | 5% |
| 202E11301 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN (SUBSTR | 73 CY | $600 | $880 | $850 | 3% |
| 509E26000 GALVANIZED STEEL REINFORCEMENT | 18,826 LB | $2.30 | $2.60 | $2.50 | 3% |
| 511E34450 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK (PARAPE | 36 CY | $1,200 | $1,000 | $1,600 | 3% |
| 503E21301 UNCLASSIFIED EXCAVATION, AS PER PLAN | 1 LS | $40,000 | $8,800 | $25,000 | 3% |
| 503E21301 UNCLASSIFIED EXCAVATION, AS PER PLAN | 1 LS | $40,000 | $27,000 | $30,000 | 3% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, VARIABLE DEPTH | 2,831 SY | $11.00 | $7.00 | $9.58 | 2% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 1,404 FT | $22.00 | $20.00 | $20.00 | 2% |
| 202E98200 REMOVAL MISC.: EXISTING PIPE CLEANOUT, 12'x4' | 76 FT | $400 | $360 | $250 | 2% |
| 304E20000 AGGREGATE BASE | 283 CY | $100 | $132 | $95.00 | 2% |
| 1,477 SY |
| $5.00 |
| $7.50 |
| $10.00 |
| 209E15000 RESHAPING UNDER GUARDRAIL | 16 STA | $35.00 | $35.00 | $35.00 |
| 606E13000 GUARDRAIL, TYPE 5 | 313 FT | $18.40 | $18.40 | $18.40 |
| 606E15050 GUARDRAIL, TYPE MGS | 288 FT | $19.60 | $19.60 | $19.60 |
| 606E25550 ANCHOR ASSEMBLY, MGS TYPE A | 1 EACH | $1,480 | $1,480 | $1,480 |
| 606E26100 ANCHOR ASSEMBLY, TYPE E | 2 EACH | $2,440 | $2,440 | $2,440 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E (MASH 2016) | 7 EACH | $2,575 | $2,575 | $2,575 |
| 606E26500 ANCHOR ASSEMBLY, TYPE T | 1 EACH | $960 | $960 | $960 |
| 606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 8 EACH | $2,365 | $2,365 | $2,365 |
| 606E35140 BRIDGE TERMINAL ASSEMBLY, TYPE 4 | 4 EACH | $925 | $925 | $925 |
| 609E24510 CURB, TYPE 4-C | 144 FT | $54.00 | $104 | $95.00 |
| 601E20001 CRUSHED AGGREGATE SLOPE PROTECTION, AS PER PLAN | 189 SY | $27.00 | $66.00 | $30.00 |
| 601E21060 TIED CONCRETE BLOCK MAT WITH TYPE 2 UNDERLAYMENT | 66 SY | $90.00 | $69.00 | $75.00 |
| 601E32200 ROCK CHANNEL PROTECTION, TYPE C WITH FILTER | 84 CY | $40.00 | $125 | $175 |
| 659E00510 SEEDING AND MULCHING, CLASS 2 | 5,358 SY | $3.50 | $1.00 | $1.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.72 TON | $1,400 | $1,400 | $1,400 |
| 659E31000 LIME | 1.11 ACRE | $150 | $150 | $150 |
| 659E35000 WATER | 17 MGAL | $1.00 | $1.00 | $1.00 |
| 832E30000 EROSION CONTROL | 14,012 EACH | $1.00 | $1.00 | $1.00 |
| 255E20000 FULL DEPTH PAVEMENT SAWING | 1,522 FT | $2.00 | $1.60 | $2.00 |
| 407E20000 NON-TRACKING TACK COAT | 490 GAL | $5.00 | $5.00 | $5.11 |
| 690E12050 SPECIAL - REINFORCED MESH FOR TRANSVERSE AND/OR LO | 95 SY | $59.00 | $56.00 | $60.24 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 12 EACH | $15.00 | $18.00 | $50.00 |
| 626E00102 BARRIER REFLECTOR, TYPE 1 (BIDIRECTIONAL) | 10 EACH | $10.00 | $10.00 | $10.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2 (BIDIRECTIONAL) | 19 EACH | $12.00 | $12.00 | $12.00 |
| 630E03101 GROUND MOUNTED SUPPORT, NO. 3 POST, AS PER PLAN | 96 FT | $16.50 | $16.50 | $16.50 |
| 630E80100 SIGN, FLAT SHEET | 24 SF | $19.00 | $19.00 | $19.00 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 5 EACH | $85.00 | $85.00 | $85.00 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 0.31 MILE | $4,550 | $4,550 | $4,550 |
| 642E00300 CENTER LINE, TYPE 1 | 0.4 MILE | $4,075 | $4,075 | $4,075 |
| 642E00500 STOP LINE, TYPE 1 | 18 FT | $14.00 | $14.00 | $14.00 |
| 614E12384 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $2,195 | $2,195 | $2,195 |
| 614E13001 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC, AS PER P | 27 CY | $365 | $600 | $500 |
| 614E13310 BARRIER REFLECTOR, TYPE 1 (BIDIRECTIONAL) | 34 EACH | $10.00 | $7.00 | $28.00 |
| 614E13312 BARRIER REFLECTOR, TYPE 2 (BIDIRECTIONAL) | 20 EACH | $10.00 | $8.00 | $42.00 |
| 614E13360 OBJECT MARKER, TWO WAY | 54 EACH | $12.00 | $15.00 | $30.00 |
| 614E22010 WORK ZONE EDGE LINE, CLASS I, 6" | 0.63 MILE | $10,250 | $3,850 | $3,850 |
| 614E26000 WORK ZONE STOP LINE, CLASS I | 24 FT | $17.65 | $14.00 | $14.00 |
| 202E11301 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN (SUBSTR | 20 CY | $1,400 | $850 | $1,800 |
| 202E11301 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN (SUPERS | 47 CY | $600 | $335 | $750 |
| 202E22900 APPROACH SLAB REMOVED | 133 SY | $40.00 | $32.00 | $85.00 |
| 202E38500 BRIDGE RAILING REMOVED | 62 FT | $5.00 | $5.00 | $5.00 |
| 202E98100 REMOVAL MISC.: WEEPHOLE CLEANOUT | 16 EACH | $58.00 | $200 | $500 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $20,000 | $37,500 | $30,000 |
| 509E30020 NO. 4 DEFORMED GFRP REINFORCEMENT | 1,820.16 FT | $2.50 | $2.40 | $1.50 |
| 510E10000 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | 144 EACH | $21.00 | $36.00 | $35.00 |
| 511E34448 CLASS QC2 CONCRETE, BRIDGE DECK (PARAPET) | 21 CY | $1,200 | $1,600 | $1,800 |
| 511E45710 CLASS QC1 CONCRETE, ABUTMENT | 7 CY | $1,320 | $3,850 | $3,750 |
| 512E10050 SEALING OF CONCRETE SURFACES (NON-EPOXY) | 262 SY | $18.00 | $18.00 | $18.00 |
| 512E33000 TYPE 2 WATERPROOFING | 13 SY | $65.00 | $40.00 | $175 |
| 512E33300 TYPE A WATERPROOFING | 19 SY | $60.00 | $70.00 | $101 |
| 516E13201 1/2" PREFORMED EXPANSION JOINT FILLER, AS PER PLAN | 50 SF | $25.00 | $10.00 | $20.00 |
| 516E13601 1" PREFORMED EXPANSION JOINT FILLER, AS PER PLAN | 84 SF | $27.00 | $10.00 | $26.00 |
| 516E14020 SEMI-INTEGRAL ABUTMENT EXPANSION JOINT SEAL | 112 FT | $35.00 | $40.00 | $75.00 |
| 516E31011 2" DEEP JOINT SEALER, AS PER PLAN | 87 FT | $25.00 | $28.50 | $28.50 |
| 518E12000 SCUPPERS, INCLUDING SUPPORTS | 2 EACH | $1,000 | $2,000 | $3,000 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 53 CY | $140 | $135 | $195 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 160 FT | $12.00 | $6.00 | $10.00 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 40 FT | $19.00 | $4.00 | $15.00 |
| 519E11100 PATCHING CONCRETE STRUCTURE | 1 SF | $1,600 | $1,200 | $500 |
| 202E22900 APPROACH SLAB REMOVED | 134 SY | $40.00 | $28.00 | $85.00 |
| 202E38500 BRIDGE RAILING REMOVED | 159 FT | $5.00 | $5.00 | $5.00 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $20,000 | $50,000 | $55,000 |
| 509E30020 NO. 4 DEFORMED GFRP REINFORCEMENT | 3,241.66 FT | $2.50 | $2.26 | $1.50 |
| 510E10000 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | 180 EACH | $20.00 | $36.00 | $40.00 |
| 512E10050 SEALING OF CONCRETE SURFACES (NON-EPOXY) | 306 SY | $18.00 | $18.00 | $18.00 |
| 512E33000 TYPE 2 WATERPROOFING | 11 SY | $65.00 | $45.00 | $175 |
| 516E13201 1/2" PREFORMED EXPANSION JOINT FILLER, AS PER PLAN | 64 SF | $25.00 | $8.00 | $20.00 |
| 516E13601 1" PREFORMED EXPANSION JOINT FILLER, AS PER PLAN | 96 SF | $27.00 | $9.00 | $25.00 |
| 516E14020 SEMI-INTEGRAL ABUTMENT EXPANSION JOINT SEAL | 104 FT | $45.00 | $40.00 | $45.00 |
| 516E31011 2" DEEP JOINT SEALER, AS PER PLAN | 84 FT | $28.50 | $28.50 | $28.50 |
| 518E12000 SCUPPERS, INCLUDING SUPPORTS | 7 EACH | $1,000 | $2,000 | $3,000 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 48 CY | $140 | $140 | $195 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 118 FT | $8.00 | $6.00 | $12.00 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 90 FT | $11.00 | $4.80 | $15.00 |
| 202E11301 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN | 5 CY | $2,000 | $2,400 | $15,000 |
| 202E38501 BRIDGE RAILING REMOVED, AS PER PLAN | 112 FT | $5.00 | $5.00 | $5.00 |
| 511E53012 CLASS QC2 CONCRETE, MISC.: ACCELERATING ADMIXTURE | 5 CY | $3,000 | $2,500 | $3,000 |
| 516E14600 STRUCTURAL JOINT OR JOINT SEALER, MISC.: EVAZOTE | 136 FT | $90.00 | $70.00 | $80.00 |
| 516E31001 JOINT SEALER, AS PER PLAN | 64 FT | $28.50 | $28.50 | $28.50 |
| 516E31011 2" DEEP JOINT SEALER, AS PER PLAN | 128 FT | $28.50 | $28.50 | $28.50 |
| 517E72306 RAILING (DEEP BEAM RAIL WITH STEEL TUBULAR BACKUP | 112 FT | $153 | $153 | $153 |
| 517E75600 DEEP BEAM BRIDGE RETROFIT RAILING | 112 FT | $110 | $110 | $110 |
| 518E62200 STRUCTURE DRAINAGE, MISC.: STEEL DEFLECTOR | 4 EACH | $2,100 | $1,500 | $4,000 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $20,000 | $10,000 | $15,000 |
| 611E96550 FIELD PAVING OF EXISTING PIPE, REINFORCED CONCRETE | 76 FT | $341 | $150 | $200 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $10,000 | $12,500 | $22,000 |
| 623E10001 CONSTRUCTION LAYOUT STAKES AND SURVEYING, AS PER P | 1 LS | $20,000 | $16,000 | $4,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 511E32212 CLASS QC2 CONCRETE WITH QC/QA, SUPERSTRUCTURE | 200 CY | $1,100 | $220k | 10% |
| 509E26000 GALVANIZED STEEL REINFORCEMENT | 61,413 LB | $2.3 | $141k | 7% |
| 526E25001 REINFORCED CONCRETE APPROACH SLABS (T=15"), AS PER | 248 SY | $470 | $117k | 5% |
| 526E25001 REINFORCED CONCRETE APPROACH SLABS (T=15"), AS PER | 244 SY | $470 | $115k | 5% |
| 624E10000 MOBILIZATION | 1 LS | $100,000 | $100k | 5% |
| 511E33412 CLASS QC2 CONCRETE, SUPERSTRUCTURE | 75 CY | $1,300 | $98k | 5% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $91,000 | $91k | 4% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 288 CY | $313 | $90k | 4% |
| 441E70300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 449 (316 CY | $277 | $88k | 4% |
| 511E43510 CLASS QC1 CONCRETE, ABUTMENT INCLUDING FOOTING | 88 CY | $940 | $83k | 4% |