JEF-SR 213-04.51
JEF County · est $1.9M
Bid dateThursday, January 15—
Awarded toMARUCCI & GAFFNEY EXCAVATING CO$1.42M
Project scope
Bid form · ODOT
- Earthwork21%
- Maintaining Traffic15%
- Erosion & Landscaping11%
- Removal & Demolition6%
- Drainage6%
- Aggregate & Base6%
- Other34%
Top items by winning bid
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 203E10000 EXCAVATION | 37,455 CY | $12.99 | $487k | 34% |
| 203E10001 EXCAVATION, AS PER PLAN | 16,709 CY | $12.99 | $217k | 15% |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $125,000 | $125k | 9% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 251 CY | $230 | $58k | 4% |
| 601E21050 TIED CONCRETE BLOCK MAT WITH TYPE 1 UNDERLAYMENT | 726 SY | $65 | $47k | 3% |
| 624E10000 MOBILIZATION Section 7 - INCIDENTALS - Totals Awd $118,000.00 2 $90,880.15 3 $97,500.00 4 $102,119.28 5 $108,475.00 6 $189,210.03 7 $202,489.90 8 $457,000.00 | 1 LS | $45,000 | $45k | 3% |
| 832E30000 EROSION CONTROL Section 2 - EROSION CONTROL - Totals Awd $150,636.09 2 $124,031.99 3 $178,592.30 4 $154,306.33 5 $155,625.95 6 $127,267.90 7 $147,743.80 8 $147,511.00 | 40,000 EACH | $1 | $40k | 3% |
| 304E20000 AGGREGATE BASE | 403 CY | $97.25 | $39k | 3% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $33,000 | $33k | 2% |
| 659E10001 SEEDING AND MULCHING, AS PER PLAN | 11,678 SY | $2.2 | $26k | 2% |
Per-bidder unit pricing
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 42 more items below.
Rank 1Marucci & Gaffney Excavating CO$1.42MRank 2Rudzik Excavating INC$1.52MRank 3Cast & Baker Corporation$1.53MRank 4Mike Pusateri Excavating INC$1.57MRank 5Hk Concrete LLC$1.62MRank 6Shelly & Sands INC$1.83MRank 7Eclipse CO LLC$2.30MRank 8S E T INC$2.45M
| Item | Quantity | R1Marucci & Gaffney Excavating CO | R2Rudzik Excavating INC | R3Cast & Baker Corporation | R4Mike Pusateri Excavating INC | R5Hk Concrete LLC | R6Shelly & Sands INC | R7Eclipse CO LLC | R8S E T INC | % of bid |
|---|---|---|---|---|---|---|---|---|---|---|
| 203E10000 EXCAVATION | 37,455 CY | $12.99 | $13.09 | $14.00 | $11.60 | $14.50 | $15.75 | $21.00 | $18.00 | 37% |
| 203E10001 EXCAVATION, AS PER PLAN | 16,709 CY | $12.99 | $18.00 | $14.00 | $18.25 | $23.25 | $20.00 | $41.30 | $32.00 | 17% |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $125,000 | $112,995 | $70,000 | $141,762 | $33,000 | $175,600 | $68,943 | $200,000 | 10% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 251 CY | $230 | $270 | $245 | $283 | $308 | $230 | $253 | $310 | 4% |
| 601E21050 TIED CONCRETE BLOCK MAT WITH TYPE 1 UNDERLAYMENT | 726 SY | $65.00 | $50.00 | $100 | $96.00 | $87.00 | $54.00 | $73.00 | $40.00 | 4% |
| 624E10000 MOBILIZATION Section 7 - INCIDENTALS - Totals Awd $118,000.00 2 $90,880.15 3 $97,500.00 4 $102,119.28 5 $108,475.00 6 $189,210.03 7 $202,489.90 8 $457,000.00 | 1 LS | $45,000 | $41,500 | $40,000 | $34,795 | $17,000 | $90,000 | $134,900 | $225,000 | 3% |
| 832E30000 EROSION CONTROL Section 2 - EROSION CONTROL - Totals Awd $150,636.09 2 $124,031.99 3 $178,592.30 4 $154,306.33 5 $155,625.95 6 $127,267.90 7 $147,743.80 8 $147,511.00 | 40,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | 3% |
| 304E20000 AGGREGATE BASE | 403 CY | $97.25 | $115 | $115 | $100 | $87.00 | $120 | $121 | $120 | 3% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $33,000 | $12,150 | $3,500 | $15,750 | $15,000 | $9,500 | $7,151 | $150,000 | 3% |
| 659E10001 SEEDING AND MULCHING, AS PER PLAN | 11,678 SY | $2.20 | $1.10 | $1.10 | $1.18 | $1.10 | $1.00 | $1.10 | $1.50 | 2% |
| 441E70300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 449 (107 CY | $230 | $330 | $265 | $354 | $353 | $230 | $253 | $330 | 2% |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 833 FT | $29.00 | $26.86 | $27.00 | $27.62 | $27.25 | $29.00 | $27.30 | $25.00 | 2% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $24,000 | $10,000 | $28,000 | $10,000 | $24,475 | $38,000 | $14,066 | $40,000 | 2% |
| 614E12420 DETOUR SIGNING | 1 LS | $20,000 | $4,015 | $4,000 | $13,500 | $9,350 | $3,650 | $4,015 | $4,000 | 2% |
| 202E23000 PAVEMENT REMOVED | 2,286 SY | $8.73 | $12.00 | $20.00 | $4.90 | $6.50 | $17.00 | $11.80 | $12.00 | 2% |
| 204E30011 GRANULAR MATERIAL, TYPE B, AS PER PLAN | 302 CY | $65.00 | $95.33 | $122 | $109 | $87.00 | $115 | $116 | $120 | 2% |
| 441E70100 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 76 CY | $230 | $413 | $310 | $401 | $560 | $230 | $253 | $560 | 1% |
| 617E10100 COMPACTED AGGREGATE Section 4 - PAVEMENT - Totals Awd $171,049.75 2 $220,100.29 3 $196,366.00 4 $227,443.25 5 $217,703.45 6 $178,571.00 7 $196,747.70 8 $233,092.00 | 156 CY | $90.00 | $105 | $150 | $172 | $100 | $88.00 | $148 | $110 | 1% |
| 452E10050 6" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC MS | 89 SY | $150 | $215 | $105 | $175 | $74.25 | $135 | $113 | $100 | 1% |
| 659E00300 TOPSOIL | 371 CY | $35.00 | $18.00 | $40.00 | $38.00 | $42.50 | $23.00 | $41.30 | $60.00 | 1% |
Show all 62 line items
| Item | Quantity | R1Marucci & Gaffney Excavating CO | R2Rudzik Excavating INC | R3Cast & Baker Corporation | R4Mike Pusateri Excavating INC | R5Hk Concrete LLC | R6Shelly & Sands INC | R7Eclipse CO LLC | R8S E T INC |
|---|---|---|---|---|---|---|---|---|---|
| 202E35100 PIPE REMOVED, 24" DIAMETER AND UNDER | 53 FT | $35.00 | $10.00 | $20.00 | $38.50 | $36.50 | $42.00 | $33.50 | $75.00 |
| 202E38000 GUARDRAIL REMOVED | 878 FT | $2.25 | $3.30 | $6.00 | $2.36 | $6.00 | $7.00 | $2.70 | $3.00 |
| 202E58100 CATCH BASIN REMOVED | 1 EACH | $250 | $500 | $1,000 | $350 | $500 | $400 | $1,347 | $400 |
| 202E98100 REMOVAL MISC.: POST REMOVED | 2 EACH | $50.00 | $250 | $18.00 | $40.00 | $150 | $150 | $77.30 | $75.00 |
| 203E20000 EMBANKMENT | 201 CY | $5.00 | $30.00 | $10.00 | $26.50 | $10.70 | $20.00 | $39.70 | $5.00 |
| 204E10000 SUBGRADE COMPACTION | 2,607 SY | $1.50 | $1.00 | $3.00 | $2.00 | $2.50 | $4.00 | $0.90 | $5.00 |
| 204E13000 EXCAVATION OF SUBGRADE | 302 CY | $15.00 | $25.00 | $15.00 | $39.00 | $31.00 | $38.00 | $31.90 | $32.00 |
| 204E45000 PROOF ROLLING | 1 HOUR | $50.00 | $400 | $750 | $375 | $140 | $280 | $348 | $400 |
| 623E38500 MONUMENT ASSEMBLY, TYPE C | 5 EACH | $2,000 | $1,865 | $1,800 | $3,175 | $1,500 | $2,000 | $2,116 | $1,500 |
| 623E40000 MONUMENT ASSEMBLY REMOVED AND RESET Section 1 - ROADWAY - Totals Awd $919,010.14 2 $1,017,959.89 3 $981,326.00 4 $1,000,162.99 5 $1,068,086.70 6 $1,249,021.25 7 $1,672,715.90 8 $1,534,538.00 | 3 EACH | $1,000 | $1,660 | $5,500 | $2,875 | $2,000 | $2,100 | $1,911 | $800 |
| 659E00100 SOIL ANALYSIS TEST | 2 EACH | $50.00 | $165 | $150 | $29.50 | $30.00 | $150 | $27.50 | $200 |
| 659E10000 SEEDING AND MULCHING | 3,342 SY | $0.75 | $1.32 | $2.00 | $1.07 | $1.00 | $1.20 | $1.00 | $1.50 |
| 659E14000 REPAIR SEEDING AND MULCHING | 167 SY | $0.27 | $1.00 | $1.10 | $1.18 | $1.10 | $1.00 | $1.10 | $1.00 |
| 659E15000 INTER-SEEDING | 167 SY | $0.27 | $1.00 | $1.10 | $0.02 | $0.20 | $1.00 | $0.10 | $1.00 |
| 659E20000 COMMERCIAL FERTILIZER | 2.05 TON | $400 | $1,375 | $1,400 | $295 | $275 | $1,250 | $275 | $1,300 |
| 659E31000 LIME | 3.1 ACRE | $20.00 | $150 | $160 | $29.50 | $28.00 | $150 | $27.50 | $200 |
| 659E35000 WATER | 81 MGAL | $0.01 | $1.00 | $1.10 | $2.00 | $1.00 | $1.00 | $0.10 | $2.00 |
| 832E15000 STORM WATER POLLUTION PREVENTION PLAN | 1 LS | $3,200 | $2,200 | $5,500 | $6,232 | $2,500 | $2,100 | $3,520 | $4,500 |
| 832E15002 STORM WATER POLLUTION PREVENTION INSPECTIONS | 1 LS | $7,490 | $7,568 | $10,000 | $5,162 | $5,000 | $7,500 | $7,260 | $13,000 |
| 832E15010 STORM WATER POLLUTION PREVENTION INSPECTION SOFTWA | 1 LS | $10,500 | $10,000 | $12,000 | $645 | $12,000 | $10,500 | $11,543 | $12,000 |
| 605E31100 AGGREGATE DRAINS | 490 FT | $23.00 | $18.00 | $12.00 | $19.95 | $19.50 | $42.00 | $15.60 | $20.00 |
| 611E10900 24" CONDUIT, TYPE D Section 3 - DRAINAGE - Totals Awd $19,418.48 2 $22,740.00 3 $15,480.00 4 $23,493.90 5 $19,683.00 6 $33,060.00 7 $18,271.20 8 $18,440.00 | 96 FT | $84.88 | $145 | $100 | $143 | $106 | $130 | $111 | $90.00 |
| 407E20000 NON-TRACKING TACK COAT | 328 GAL | $3.50 | $3.85 | $3.25 | $7.10 | $3.40 | $3.50 | $3.90 | $4.00 |
| 408E10001 PRIME COAT, AS PER PLAN | 280 GAL | $12.50 | $9.35 | $10.00 | $10.05 | $6.00 | $12.50 | $13.80 | $6.00 |
| 621E00100 RPM, 2-WAY (YELLOW/YELLOW) (20' SPACING) | 33 EACH | $100 | $110 | $105 | $142 | $132 | $100 | $110 | $120 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 33 EACH | $1.00 | $35.00 | $0.01 | $40.00 | $30.00 | $15.00 | $5.60 | $30.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2 (BIDIRECTIONAL) | 18 EACH | $13.00 | $13.86 | $12.00 | $15.22 | $13.00 | $13.00 | $12.10 | $13.00 |
| 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST | 113.4 FT | $27.50 | $30.25 | $17.00 | $31.95 | $16.50 | $27.50 | $16.50 | $30.00 |
| 630E08600 SIGN POST REFLECTOR | 14 EACH | $55.00 | $60.50 | $30.00 | $114 | $31.00 | $55.00 | $30.80 | $60.00 |
| 630E80100 SIGN, FLAT SHEET | 66 SF | $45.00 | $49.50 | $33.00 | $37.28 | $33.00 | $45.00 | $33.00 | $50.00 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 22 EACH | $75.00 | $50.00 | $17.00 | $19.55 | $16.50 | $75.00 | $16.50 | $80.00 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 14 EACH | $75.00 | $50.00 | $17.00 | $75.00 | $16.50 | $75.00 | $16.50 | $80.00 |
| 646E10010 EDGE LINE, 6" | 0.31 MILE | $8,000 | $8,800 | $14,000 | $9,440 | $14,300 | $8,500 | $14,300 | $9,000 |
| 646E10200 CENTER LINE Section 5 - TRAFFIC CONTROL - Totals Awd $16,885.50 2 $18,514.83 3 $16,839.13 4 $19,859.07 5 $18,698.10 6 $18,862.50 7 $17,147.90 8 $21,116.00 | 0.16 MILE | $8,000 | $8,800 | $23,000 | $9,440 | $22,550 | $16,500 | $22,550 | $17,000 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 50 HOUR | $40.00 | $65.00 | $65.00 | $225 | $100 | $97.00 | $88.00 | $100 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 50 CY | $100 | $194 | $450 | $225 | $300 | $425 | $661 | $375 |
| 614E21500 WORK ZONE CENTER LINE, CLASS II, 642 PAINT | 0.16 MILE | $1,000 | $4,200 | $3,500 | $4,484 | $4,180 | $3,200 | $3,520 | $3,500 |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 0.16 MILE | $3,200 | $3,520 | $3,500 | $4,484 | $4,180 | $3,200 | $3,520 | $5,000 |
| 614E22360 WORK ZONE EDGE LINE, CLASS III, 6", 642 PAINT | 0.31 MILE | $1,650 | $1,815 | $1,800 | $4,484 | $4,180 | $1,650 | $1,815 | $1,600 |
| 616E10000 WATER Section 6 - MAINTENANCE OF TRAFFIC - Totals Awd $28,293.50 2 $24,242.85 3 $47,928.00 4 $39,044.92 5 $33,633.40 6 $38,435.50 7 $44,039.05 8 $35,106.00 | 110 MGAL | $1.00 | $50.00 | $150 | $2.00 | $15.00 | $65.00 | $8.00 | $50.00 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $12,000 | $14,430 | $14,000 | $18,574 | $28,000 | $13,310 | $22,853 | $30,000 |
| 619E16010 FIELD OFFICE, TYPE B | 8 MNTH | $500 | $1,600 | $1,500 | $2,875 | $3,000 | $4,800 | $2,940 | $1,500 |
Project details
- Description
- JEF-SR 213-04.51
- Type of work
- Earthwork
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 →