ROS-US 35/US 50 Interchange TP
ROS County · est $3.5M
Bid dateThursday, March 12—
Awarded toSHELLY & SANDS INC$3.08M
Project scope
Bid form · ODOT
- Earthwork14%
- Drainage14%
- Signals & Lighting11%
- Structures / Bridge9%
- Erosion & Landscaping8%
- Mobilization & General5%
- Other39%
Top items by winning bid
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 203E20000 EMBANKMENT | 47,721 CY | $12.75 | $608k | 20% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 2,979 CY | $146.5 | $436k | 14% |
| 304E20000 AGGREGATE BASE | 3,499 CY | $68 | $238k | 8% |
| 442E10100 ASPHALT CONCRETE INTERMEDIATE COURSE, 19 MM, TYPE | 1,241 CY | $176 | $218k | 7% |
| 442E10000 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 745 CY | $251.5 | $187k | 6% |
| 624E10000 MOBILIZATION Section 10 - INCIDENTALS - Totals Awd $292,100.28 2 $205,608.00 3 $268,300.00 4 $172,739.87 | 1 LS | $154,000 | $154k | 5% |
| 605E14000 6" BASE PIPE UNDERDRAINS | 9,554 FT | $12 | $115k | 4% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $85,000 | $85k | 3% |
| 625E15700 LIGHT TOWER FOUNDATION, MISC.: 36" X 10' DEEP | 11 EACH | $6,090 | $67k | 2% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 414 CY | $155.5 | $64k | 2% |
Per-bidder unit pricing
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 76 more items below.
Rank 1Shelly & Sands INC$3.08MRank 2Allard Excavation LLC$3.20MRank 3Complete General Construction Company$3.55MRank 4Boss Excavating & Grading INC$3.82M
| Item | Quantity | R1Shelly & Sands INC | R2Allard Excavation LLC | R3Complete General Construction Company | R4Boss Excavating & Grading INC | % of bid |
|---|---|---|---|---|---|---|
| 203E20000 EMBANKMENT | 47,721 CY | $12.75 | $19.00 | $22.00 | $28.03 | 23% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 2,979 CY | $147 | $154 | $154 | $181 | 17% |
| 304E20000 AGGREGATE BASE | 3,499 CY | $68.00 | $68.00 | $72.00 | $51.19 | 9% |
| 442E10100 ASPHALT CONCRETE INTERMEDIATE COURSE, 19 MM, TYPE | 1,241 CY | $176 | $200 | $200 | $233 | 8% |
| 442E10000 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 745 CY | $252 | $213 | $213 | $248 | 7% |
| 624E10000 MOBILIZATION Section 10 - INCIDENTALS - Totals Awd $292,100.28 2 $205,608.00 3 $268,300.00 4 $172,739.87 | 1 LS | $154,000 | $70,000 | $177,000 | $70,000 | 6% |
| 605E14000 6" BASE PIPE UNDERDRAINS | 9,554 FT | $12.00 | $10.00 | $11.00 | $12.31 | 4% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $85,000 | $56,438 | $32,500 | $30,554 | 3% |
| 625E15700 LIGHT TOWER FOUNDATION, MISC.: 36" X 10' DEEP | 11 EACH | $6,090 | $6,090 | $7,900 | $6,828 | 3% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 414 CY | $156 | $188 | $188 | $216 | 2% |
| 609E28000 CURB, TYPE 7 Section 4 - PAVEMENT - Totals Awd $436,144.00 2 $439,282.00 3 $482,953.00 4 $422,596.32 | 1,825 FT | $33.00 | $18.00 | $35.00 | $28.03 | 2% |
| 832E30000 EROSION CONTROL Section 2 - EROSION CONTROL - Totals Awd $105,378.80 2 $101,131.80 3 $111,529.80 4 $105,890.72 | 60,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 | 2% |
| 878E25000 INSPECTION AND COMPACTION TESTING OF UNBOUND MATER Section 1 - ROADWAY - Totals Awd $882,849.75 2 $1,114,654.00 3 $1,298,935.25 4 $1,541,206.10 | 1 LS | $49,000 | $66,864 | $80,000 | $20,183 | 2% |
| 201E11001 CLEARING AND GRUBBING, AS PER PLAN | 1 LS | $48,000 | $3,507 | $7,500 | $4,986 | 2% |
| 625E25400 CONDUIT, 2", 725.04 | 2,209 FT | $20.81 | $20.81 | $24.00 | $23.33 | 2% |
| 204E10000 SUBGRADE COMPACTION | 21,379 SY | $2.00 | $1.00 | $1.75 | $1.09 | 2% |
| 202E23000 PAVEMENT REMOVED | 3,355 SY | $10.00 | $4.00 | $9.00 | $9.19 | 1% |
| 442E10100 ASPHALT CONCRETE INTERMEDIATE COURSE, 19 MM, TYPE | 170 CY | $195 | $303 | $303 | $353 | 1% |
| 203E10000 EXCAVATION | 3,279 CY | $10.00 | $14.00 | $12.00 | $20.00 | 1% |
| 442E10000 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 102 CY | $290 | $285 | $285 | $331 | 1% |
Show all 96 line items
| Item | Quantity | R1Shelly & Sands INC | R2Allard Excavation LLC | R3Complete General Construction Company | R4Boss Excavating & Grading INC |
|---|---|---|---|---|---|
| 202E35100 PIPE REMOVED, 24" DIAMETER AND UNDER | 109 FT | $27.00 | $2.00 | $24.00 | $25.50 |
| 202E38000 GUARDRAIL REMOVED | 25 FT | $17.00 | $4.00 | $18.00 | $14.53 |
| 202E75000 FENCE REMOVED | 1,210 FT | $3.50 | $2.00 | $4.00 | $5.37 |
| 204E13000 EXCAVATION OF SUBGRADE | 100 CY | $38.00 | $20.00 | $44.00 | $8.89 |
| 204E30020 GRANULAR MATERIAL, TYPE C | 100 CY | $85.00 | $68.00 | $79.00 | $70.85 |
| 204E45000 PROOF ROLLING | 8 HOUR | $1,350 | $244 | $360 | $277 |
| 204E50000 GEOTEXTILE FABRIC | 500 SY | $1.25 | $1.00 | $2.00 | $1.77 |
| 607E98000 FENCE, MISC.:WOODEN SLAT FENCE | 47 FT | $193 | $193 | $193 | $112 |
| 623E39500 MONUMENT ASSEMBLY ADJUSTED TO GRADE | 6 EACH | $1,700 | $754 | $350 | $561 |
| 623E40000 MONUMENT ASSEMBLY REMOVED AND RESET | 2 EACH | $2,275 | $1,641 | $1,300 | $561 |
| 623E40500 REFERENCE MONUMENT, TYPE A | 6 EACH | $550 | $1,202 | $1,250 | $1,121 |
| 623E50000 PRECONSTRUCTION SURVEY MONUMENT VERIFICATION AND R | 1 LS | $3,000 | $7,000 | $2,700 | $11,213 |
| 623E51000 POST CONSTRUCTION SURVEY MONUMENT VERIFICATION AND | 1 LS | $3,000 | $7,000 | $2,700 | $4,373 |
| 690E50600 SPECIAL - BOLLARD | 4 EACH | $965 | $1,200 | $965 | $1,480 |
| 601E21050 TIED CONCRETE BLOCK MAT WITH TYPE 1 UNDERLAYMENT | 6 SY | $110 | $135 | $170 | $146 |
| 601E32204 ROCK CHANNEL PROTECTION, TYPE C WITH GEOTEXTILE FA | 71 CY | $130 | $79.00 | $135 | $110 |
| 659E00100 SOIL ANALYSIS TEST | 2 EACH | $150 | $300 | $150 | $224 |
| 659E00300 TOPSOIL | 553 CY | $20.00 | $28.00 | $32.00 | $8.58 |
| 659E10000 SEEDING AND MULCHING | 4,922 SY | $0.80 | $0.80 | $0.80 | $1.85 |
| 659E14000 REPAIR SEEDING AND MULCHING | 247 SY | $0.80 | $0.80 | $0.80 | $1.12 |
| 659E15000 INTER-SEEDING | 247 SY | $0.80 | $0.80 | $0.80 | $0.01 |
| 659E20000 COMMERCIAL FERTILIZER | 1.11 TON | $1,250 | $1,250 | $1,250 | $1,682 |
| 659E31000 LIME | 1.02 ACRE | $150 | $150 | $150 | $224 |
| 659E35000 WATER | 28 MGAL | $1.00 | $1.00 | $1.00 | $1.12 |
| 670E00500 SLOPE EROSION PROTECTION | 51 SY | $2.50 | $2.50 | $2.50 | $2.63 |
| 832E15000 STORM WATER POLLUTION PREVENTION PLAN | 1 LS | $1,600 | $1,500 | $1,500 | $4,485 |
| 832E15002 STORM WATER POLLUTION PREVENTION INSPECTIONS | 1 LS | $6,500 | $6,000 | $6,000 | $5,382 |
| 832E15010 STORM WATER POLLUTION PREVENTION INSPECTION SOFTWA | 1 LS | $10,000 | $5,100 | $9,400 | $10,511 |
| 602E20000 CONCRETE MASONRY | 0.3 CY | $4,400 | $7,906 | $4,750 | $3,442 |
| 611E00510 6" CONDUIT, TYPE F FOR UNDERDRAIN OUTLETS | 86 FT | $32.00 | $33.00 | $28.00 | $22.10 |
| 611E04400 12" CONDUIT, TYPE B, 707.33 | 4 FT | $500 | $76.00 | $230 | $165 |
| 611E04600 12" CONDUIT, TYPE C | 161 FT | $79.00 | $63.00 | $93.00 | $49.42 |
| 611E05900 15" CONDUIT, TYPE B | 150 FT | $96.00 | $89.00 | $120 | $67.75 |
| 611E05900 15" CONDUIT, TYPE B, 707.33 | 4 FT | $506 | $94.00 | $235 | $194 |
| 611E07400 18" CONDUIT, TYPE B | 257 FT | $96.00 | $116 | $140 | $72.74 |
| 611E98470 CATCH BASIN, NO. 2-2B | 1 EACH | $3,530 | $4,443 | $3,570 | $1,912 |
| 611E98504 CATCH BASIN, NO. 2-2C | 1 EACH | $3,850 | $4,392 | $3,760 | $1,912 |
| 611E99574 MANHOLE, NO. 3 | 2 EACH | $4,300 | $5,216 | $5,230 | $3,218 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET Section 3 - DRAINAGE - Totals Awd $192,360.00 2 $175,096.80 3 $198,730.00 4 $170,383.88 | 3 EACH | $615 | $365 | $400 | $443 |
| 407E20000 NON-TRACKING TACK COAT | 280 GAL | $3.50 | $4.10 | $4.10 | $4.60 |
| 441E70500 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449) | — | $550 | $615 | $615 | $690 |
| 452E12010 8" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC 1P | 30 SY | $220 | $175 | $130 | $118 |
| 625E00450 CONNECTION, FUSED PULL APART | 8 EACH | $166 | $166 | $145 | $186 |
| 625E10503 LIGHT POLE (INSTALLATION ONLY), AS PER PLAN(CONVEN | 4 EACH | $690 | $690 | $500 | $774 |
| 625E10503 LIGHT POLE (INSTALLATION ONLY), AS PER PLAN(LIGHT | 11 EACH | $1,205 | $1,205 | $1,000 | $1,351 |
| 625E14100 LIGHT POLE FOUNDATION, 24" X 8' DEEP | 4 EACH | $2,272 | $2,272 | $3,700 | $2,547 |
| 625E23200 NO. 4 AWG 2400 VOLT DISTRIBUTION CABLE | 7,167 FT | $4.01 | $4.01 | $3.40 | $4.50 |
| 625E23400 NO. 10 AWG POLE AND BRACKET CABLE | 576 FT | $5.31 | $5.31 | $2.50 | $5.95 |
| 625E26253 LUMINAIRE, CONVENTIONAL, SOLID STATE (LED), AS PER | 4 EACH | $604 | $604 | $475 | $677 |
| 625E26263 LUMINAIRE, HIGH MAST, SOLID STATE (LED), AS PER PL | 11 EACH | $1,540 | $1,540 | $1,050 | $1,727 |
| 625E29002 TRENCH, 24" DEEP | 2,209 FT | $8.76 | $8.76 | $9.00 | $9.86 |
| 625E30700 PULL BOX, 725.08, 18" | 2 EACH | $1,342 | $1,342 | $1,375 | $1,505 |
| 625E32000 GROUND ROD | 15 EACH | $436 | $436 | $325 | $489 |
| 625E34001 POWER SERVICE, AS PER PLAN | 1 EACH | $11,376 | $11,376 | $9,500 | $12,755 |
| 625E36010 UNDERGROUND WARNING MARKING TAPE | 2,209 FT | $0.25 | $0.10 | $1.50 | $0.11 |
| 625E76000 ARC FLASH CALCULATIONS AND LABEL, ROS-US35/US50 IN Section 5 - LIGHTING - Totals Awd $234,702.61 2 $234,371.26 3 $252,078.30 4 $262,886.19 | 1 EACH | $3,655 | $3,655 | $3,625 | $4,098 |
| 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST | 143.5 FT | $17.00 | $17.00 | $17.00 | $29.15 |
| 630E07500 GROUND MOUNTED STRUCTURAL BEAM SUPPORT, W10X22 | 100.9 FT | $73.00 | $73.00 | $73.00 | $118 |
| 630E07600 GROUND MOUNTED STRUCTURAL BEAM SUPPORT, W10X12 | 99.1 FT | $58.00 | $58.00 | $58.00 | $78.49 |
| 630E08600 SIGN POST REFLECTOR | 1 EACH | $50.00 | $50.00 | $50.00 | $151 |
| 630E09000 BREAKAWAY STRUCTURAL BEAM CONNECTION | 4 EACH | $880 | $880 | $880 | $1,682 |
| 630E80100 SIGN, FLAT SHEET | 69.9 SF | $20.00 | $20.00 | $20.00 | $40.37 |
| 630E80200 SIGN, GROUND MOUNTED EXTRUSHEET | 372 SF | $27.00 | $27.00 | $27.00 | $51.58 |
| 630E84500 GROUND MOUNTED STRUCTURAL BEAM SUPPORT FOUNDATION | 8 EACH | $1,050 | $1,050 | $1,050 | $3,140 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 2 EACH | $15.00 | $12.00 | $15.00 | $95.31 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA Section 6 - TRAFFIC CONTROL - Totals Awd $39,045.00 2 $39,013.00 3 $39,045.00 4 $78,226.18 | 2 EACH | $25.00 | $12.00 | $25.00 | $95.31 |
| 410E10000 TRAFFIC COMPACTED SURFACE, TYPE A | 25 CY | $135 | $68.00 | $150 | $45.68 |
| 616E10000 WATER Section 7 - MAINTENANCE OF TRAFFIC - Totals Awd $13,475.00 2 $1,801.00 3 $12,840.00 4 $1,251.08 | 101 MGAL | $100 | $1.00 | $90.00 | $1.08 |
| 407E20000 NON-TRACKING TACK COAT | 1,980 GAL | $3.50 | $4.10 | $4.10 | $4.60 |
| 644E00300 CENTER LINE | 0.14 MILE | $12,000 | $5,300 | $5,300 | $13,455 |
| 644E00500 STOP LINE | 32 FT | $9.00 | $5.50 | $5.50 | $16.82 |
| 644E00700 TRANSVERSE/DIAGONAL LINE | 5,050 FT | $5.50 | $1.00 | $1.00 | $5.77 |
| 644E01200 PARKING LOT STALL MARKING Section 8 - ITEMS OF WORK OPTION A: FLEXIBLE - Totals Awd $888,244.00 2 $884,419.00 3 $884,419.00 4 $1,064,630.47 | 4,682 FT | $2.00 | $1.00 | $1.00 | $2.24 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $18,891 | $22,000 | $23,000 | $42,608 |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $15,009 | $46,610 | $25,000 | $5,333 |
| 619E16000 FIELD OFFICE, TYPE A | 6 MNTH | $3,200 | $1,760 | $1,800 | $4,041 |
Project details
- Description
- ROS-US 35/US 50 Interchange TP
- Type of work
- Pavement
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 →