HAM-CR 358-00.94 Clough & Newtown
HAM County · est $1.2M
Bid dateThursday, March 12—
Awarded toPRUS CONSTRUCTION COMPANY$1.60M
Project scope
Bid form · ODOT
- Earthwork25%
- Drainage15%
- Structures / Bridge10%
- Erosion & Landscaping7%
- Maintaining Traffic7%
- Guardrail & Barrier6%
- Other30%
Top items by winning bid
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 343 CY | $470 | $161k | 10% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $119,500 | $120k | 8% |
| 441E70200 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1 | 449 (145 CY | $665.75 | $97k | 6% |
| 638E98600 WATER WORK, MISC.:FURNISHING AND LAYING 16" DUCTIL | 112 FT | $850 | $95k | 6% |
| 608E12000 5" CONCRETE WALK | 8,149 SF | $11.25 | $92k | 6% |
| 304E20000 AGGREGATE BASE | 369 CY | $170 | $63k | 4% |
| 442E20050 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE B ( | 145 CY | $415 | $60k | 4% |
| 203E10000 EXCAVATION | 2,596 CY | $22.97 | $60k | 4% |
| 203E20000 EMBANKMENT | 1,209 CY | $49.11 | $59k | 4% |
| 611E97400 CONDUIT, MISC.:4'x4' CONDUIT, TYPE A, 706.05 Section 9 - MISCELLANEOUS STRUCTURE - Totals Awd $167,084.50 2 $159,231.42 3 $185,635.24 4 $232,921.00 | 30 FT | $1,475 | $44k | 3% |
Per-bidder unit pricing
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 85 more items below.
Rank 1Prus Construction Company$1.60MRank 2John R Jurgensen Company$1.62MRank 3Sunesis Construction CO$1.65MRank 4Barrett Paving Materials INC$1.68M
| Item | Quantity | R1Prus Construction Company | R2John R Jurgensen Company | R3Sunesis Construction CO | R4Barrett Paving Materials INC | % of bid |
|---|---|---|---|---|---|---|
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 343 CY | $470 | $375 | $430 | $250 | 14% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $119,500 | $93,286 | $43,797 | $125,000 | 10% |
| 441E70200 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1 | 449 (145 CY | $666 | $550 | $605 | $385 | 8% |
| 638E98600 WATER WORK, MISC.:FURNISHING AND LAYING 16" DUCTIL | 112 FT | $850 | $786 | $1,101 | $1,090 | 8% |
| 608E12000 5" CONCRETE WALK | 8,149 SF | $11.25 | $10.02 | $10.72 | $18.50 | 8% |
| 304E20000 AGGREGATE BASE | 369 CY | $170 | $195 | $116 | $150 | 5% |
| 442E20050 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE B ( | 145 CY | $415 | $500 | $375 | $250 | 5% |
| 203E10000 EXCAVATION | 2,596 CY | $22.97 | $26.99 | $52.68 | $44.95 | 5% |
| 203E20000 EMBANKMENT | 1,209 CY | $49.11 | $38.06 | $62.97 | $32.74 | 5% |
| 611E97400 CONDUIT, MISC.:4'x4' CONDUIT, TYPE A, 706.05 Section 9 - MISCELLANEOUS STRUCTURE - Totals Awd $167,084.50 2 $159,231.42 3 $185,635.24 4 $232,921.00 | 30 FT | $1,475 | $1,067 | $1,183 | $1,200 | 4% |
| 624E10000 MOBILIZATION Section 10 - INCIDENTALS - Totals Awd $181,200.00 2 $189,175.81 3 $148,085.92 4 $226,217.27 | 1 LS | $40,000 | $77,500 | $78,211 | $40,000 | 3% |
| 659E00300 TOPSOIL | 556 CY | $71.50 | $35.51 | $42.69 | $74.50 | 3% |
| 832E30000 EROSION CONTROL Section 2 - EROSION CONTROL - Totals Awd $120,562.22 2 $96,717.16 3 $120,515.13 4 $116,069.35 | 38,650 EACH | $1.00 | $1.00 | $1.00 | $1.00 | 3% |
| 204E30010 GRANULAR MATERIAL, TYPE B | 370 CY | $102 | $137 | $125 | $110 | 3% |
| AA2 611E07401 18" CONDUIT, TYPE B, AS PER PLAN, 706.02 Section 4 - DRAINAGE ALTERNATES - Totals Awd $44,480.00 2 $49,200.00 3 $43,565.68 4 $62,100.00 | — | $290 | $310 | $293 | $375 | 3% |
| 878E25000 INSPECTION AND COMPACTION TESTING OF UNBOUND MATER Section 1 - ROADWAY - Totals Awd $305,059.93 2 $371,027.25 3 $391,839.53 4 $330,262.88 | 1 LS | $29,700 | $29,284 | $10,720 | $25,000 | 3% |
| 511E46000 CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDI | 22 SY | $1,256 | $1,359 | $1,446 | $2,164 | 2% |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 14 CY | $1,875 | $2,066 | $2,096 | $1,786 | 2% |
| 605E14000 6" BASE PIPE UNDERDRAINS | 1,024 FT | $22.00 | $32.57 | $20.36 | $18.00 | 2% |
| 204E13000 EXCAVATION OF SUBGRADE | 480 CY | $46.00 | $69.37 | $41.21 | $40.00 | 2% |
Show all 105 line items
| Item | Quantity | R1Prus Construction Company | R2John R Jurgensen Company | R3Sunesis Construction CO | R4Barrett Paving Materials INC |
|---|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $20,850 | $56,240 | $22,302 | $10,000 |
| 202E35100 PIPE REMOVED, 24" DIAMETER AND UNDER | 231 FT | $25.00 | $87.31 | $28.54 | $25.00 |
| 202E38000 GUARDRAIL REMOVED | 287.5 FT | $11.00 | $10.00 | $10.00 | $10.00 |
| 202E58100 CATCH BASIN REMOVED | 2 EACH | $1,275 | $572 | $485 | $425 |
| 204E10000 SUBGRADE COMPACTION | 1,531 SY | $2.95 | $3.36 | $11.15 | $6.00 |
| 204E45000 PROOF ROLLING | 1 HOUR | $142 | $223 | $237 | $2,250 |
| 204E50000 GEOTEXTILE FABRIC, 712.09, TYPE D | 1,110 SY | $6.50 | $2.76 | $1.95 | $3.50 |
| 606E15051 GUARDRAIL, TYPE MGS, AS PER PLAN | 462.5 FT | $32.85 | $29.85 | $29.85 | $29.85 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E, (MASH 2016) | 1 EACH | $2,860 | $2,600 | $2,600 | $2,600 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 2 EACH | $1,320 | $1,200 | $1,200 | $1,200 |
| 607E98000 FENCE, MISC.:WOOD FENCE | 435 FT | $46.00 | $41.75 | $41.75 | $41.75 |
| 609E26000 CURB, TYPE 6 | 21 FT | $77.35 | $66.85 | $56.26 | $110 |
| 690E98400 SPECIAL -CONSULTANT FOR CONCRETE QUALITY CONTROL I | 1 LS | $9,900 | $14,429 | $12,000 | $15,000 |
| 601E11001 RIPRAP, TYPE D, AS PER PLAN | 26 SY | $186 | $348 | $444 | $150 |
| 601E32200 ROCK CHANNEL PROTECTION, TYPE C WITH FILTER | 2 CY | $266 | $895 | $447 | $475 |
| 659E00100 SOIL ANALYSIS TEST | 1 EACH | $82.50 | $135 | $125 | $135 |
| 659E10000 SEEDING AND MULCHING | 5,000 SY | $2.15 | $1.30 | $4.67 | $1.30 |
| 659E20000 COMMERCIAL FERTILIZER | 0.68 TON | $836 | $975 | $1,400 | $975 |
| 659E31000 LIME | 1.03 ACRE | $33.00 | $75.00 | $450 | $75.00 |
| 659E35000 WATER | 28 MGAL | $55.00 | $1.00 | $10.00 | $1.00 |
| 670E00700 DITCH EROSION PROTECTION | 319 SY | $4.75 | $3.90 | $2.00 | $3.90 |
| 832E15000 STORM WATER POLLUTION PREVENTION PLAN | 1 LS | $3,200 | $2,000 | $2,900 | $5,000 |
| 832E15002 STORM WATER POLLUTION PREVENTION INSPECTIONS | 1 LS | $7,475 | $6,300 | $6,444 | $7,500 |
| 832E15010 STORM WATER POLLUTION PREVENTION INSPECTION SOFTWA | 1 LS | $11,625 | $10,548 | $10,548 | $10,000 |
| 602E20000 CONCRETE MASONRY | 0.2 CY | $5,295 | $4,753 | $7,689 | $2,500 |
| 605E13300 6" UNCLASSIFIED PIPE UNDERDRAINS | 270 FT | $27.00 | $31.10 | $25.45 | $22.50 |
| 611E00510 6" CONDUIT, TYPE F FOR UNDERDRAIN OUTLETS | 104 FT | $32.00 | $48.85 | $35.03 | $40.00 |
| 611E98470 CATCH BASIN, NO. 2-2B | 3 EACH | $3,215 | $1,960 | $2,269 | $3,000 |
| 611E99654 MANHOLE ADJUSTED TO GRADE | 3 EACH | $975 | $1,450 | $541 | $2,000 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET Section 3 - DRAINAGE - Totals Awd $47,925.00 2 $59,428.64 3 $42,554.89 4 $44,767.00 | 2 EACH | $575 | $710 | $611 | $300 |
| AA2 611E05701 15" CONDUIT, TYPE A, AS PER PLAN, 706.02 | — | $285 | $315 | $285 | $500 |
| AA2 611E06101 15" CONDUIT, TYPE C, AS PER PLAN, 706.02 | — | $136 | $165 | $120 | $220 |
| 407E20000 NON-TRACKING TACK COAT | 524 GAL | $5.00 | $10.00 | $4.50 | $4.50 |
| 441E70500 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449) | — | $2,425 | $2,100 | $2,200 | $1,000 |
| 441E70600 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1 | 449 (4 CY | $2,255 | $2,100 | $2,050 | $950 |
| 608E15000 8" CONCRETE WALK | 88 SF | $20.00 | $14.33 | $13.39 | $40.00 |
| 608E52000 CURB RAMP | 163 SF | $21.75 | $24.64 | $25.48 | $35.00 |
| 613E41200 LOW STRENGTH MORTAR BACKFILL Section 5 - PAVEMENT - Totals Awd $519,870.25 2 $490,889.98 3 $465,420.92 4 $417,064.50 | 110 CY | $190 | $264 | $188 | $125 |
| 203E98000 ROADWAY, MISC.: ADDITIONAL EXCAVATION (CIN 1119) | 5 CY | $35.00 | $101 | $1.44 | $5.00 |
| 203E98000 ROADWAY, MISC.: EXPLORATORY EXCAVATION (CIN. 1120) | 5 CY | $35.00 | $101 | $1.44 | $5.00 |
| 509E25000 UNCOATED STEEL REINFORCEMENT | 2,526 LB | $1.00 | $2.12 | $2.13 | $1.00 |
| 602E98200 MASONRY, MISC.:BRICK MASONRY | 1 CY | $150 | $1,190 | $431 | $1.00 |
| 602E98200 MASONRY, MISC.:CONCRETE, CLASS "C" (CIN. 1110) | 24 CY | $200 | $440 | $243 | $200 |
| 638E30002 SPECIAL - SHEETING AND BRACING ORDERED LEFT IN PLA | 1 MBF | $1.00 | $2,046 | $1.44 | $1.00 |
| 638E98000 WATER WORK, MISC.:RESETTING EXISTING VAVLE BOXES C | 4 EACH | $735 | $650 | $145 | $25.00 |
| 638E98600 WATER WORK, MISC.: FURNISHING AND LAYING 6" DUCTIL | 7 FT | $675 | $781 | $492 | $453 |
| 638E98000 WATER WORK, MISC.: HAULING WATER WORKS MATERIAL | 1 EACH | $2,200 | $565 | $1,740 | $250 |
| 638E98100 WATER WORK, MISC.: HAULING AND INSTALLING FIRE HYD | 1 LS | $1,805 | $2,425 | $9,586 | $2,211 |
| 638E98100 WATER WORK, MISC.: REMOVING FIRE HYDRANT | 1 LS | $600 | $700 | $2,395 | $75.00 |
| 638E98100 WATER WORK, MISC.: FURNISHING AND INSTALLING VALVE | 1 LS | $970 | $1,685 | $979 | $1,380 |
| 638E98100 WATER WORK, MISC.: FURNISHING AND INSTALLING VALVE | 1 LS | $7,750 | $10,078 | $11,390 | $13,396 |
| 638E98100 WATER WORK, MISC.: REMOVING EXISTING MANHOLE CURB | 1 LS | $425 | $504 | $1,406 | $250 |
| 638E98100 WATER WORK, MISC.: REMOVING EXISTING VALVE BOX Section 6 - WATER WORK - Totals Awd $124,742.00 2 $132,678.14 3 $166,748.10 4 $150,344.00 | 1 LS | $300 | $504 | $307 | $25.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2 (BI-DIRECTIONAL), WHITE/ | 11 EACH | $16.50 | $15.00 | $15.00 | $15.00 |
| 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST | 145 FT | $17.75 | $16.00 | $16.00 | $16.00 |
| 630E08600 SIGN POST REFLECTOR | 3 EACH | $49.50 | $45.00 | $45.00 | $45.00 |
| 630E80100 SIGN, FLAT SHEET | 56.6 SF | $27.50 | $25.00 | $25.00 | $25.00 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 7 EACH | $22.00 | $20.00 | $20.00 | $20.00 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 6 EACH | $28.75 | $26.00 | $26.00 | $26.00 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 9 EACH | $33.00 | $30.00 | $30.00 | $30.00 |
| 630E87500 REMOVAL OF POLE MOUNTED SIGN AND DISPOSAL | 6 EACH | $16.50 | $15.00 | $15.00 | $15.00 |
| 644E00100 EDGE LINE, 4" | 0.34 MILE | $6,000 | $5,450 | $5,450 | $5,450 |
| 644E00300 CENTER LINE, 4'' | 0.25 MILE | $11,775 | $10,700 | $10,700 | $10,700 |
| 644E00400 CHANNELIZING LINE, 8" | 212 FT | $3.00 | $2.50 | $2.50 | $2.50 |
| 644E00500 STOP LINE, 24'' | 30 FT | $12.25 | $12.00 | $12.00 | $12.00 |
| 644E00630 CROSSWALK LINE, 24" | 70 FT | $12.25 | $11.00 | $11.00 | $11.00 |
| 644E00700 TRANSVERSE/DIAGONAL LINE | 198 FT | $11.00 | $10.00 | $10.00 | $10.00 |
| 644E01300 LANE ARROW, 8' Section 7 - TRAFFIC CONTROL - Totals Awd $15,205.50 2 $13,759.00 3 $13,759.00 4 $13,759.00 | 5 EACH | $200 | $180 | $180 | $180 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 24 HOUR | $135 | $142 | $100 | $125 |
| 614E12420 DETOUR SIGNING | 1 LS | $3,000 | $2,445 | $2,445 | $2,075 |
| 615E25000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B | 90 SY | $160 | $160 | $235 | $500 |
| 616E10000 WATER Section 8 - MAINTENANCE OF TRAFFIC - Totals Awd $20,865.00 2 $21,226.56 3 $26,191.95 4 $50,450.00 | 15 MGAL | $15.00 | $65.00 | $14.87 | $25.00 |
| 202E11200 PORTIONS OF STRUCTURE REMOVED | 1 LS | $7,000 | $8,558 | $12,674 | $25,000 |
| 503E11101 COFFERDAMS AND EXCAVATION BRACING, AS PER PLAN | 1 LS | $18,500 | $1,813 | $32,005 | $20,000 |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $2,750 | $12,227 | $5,218 | $30,000 |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 3,286 LB | $2.00 | $2.62 | $2.07 | $1.00 |
| 511E46610 CLASS QC1 CONCRETE, HEADWALL | 2 CY | $2,350 | $2,097 | $2,165 | $3,250 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 24 SY | $93.00 | $75.00 | $75.00 | $75.00 |
| 512E33000 TYPE 2 WATERPROOFING | 67 SY | $28.50 | $30.00 | $30.00 | $30.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 20 SF | $22.00 | $24.44 | $15.77 | $75.00 |
| 518E21230 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 1 LS | $2,520 | $7,939 | $5,170 | $10,000 |
| 601E32100 ROCK CHANNEL PROTECTION, TYPE B WITH FILTER | 27 CY | $215 | $352 | $220 | $275 |
| 611E97400 CONDUIT, MISC.:48"X52", CONDUIT, TYPE A, 706.05 | 8 FT | $2,065 | $1,410 | $1,589 | $2,100 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $6,600 | $9,097 | $9,579 | $11,217 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $15,100 | $9,293 | $16,500 | $50,000 |
Project details
- Description
- HAM-CR 358-00.94 Clough & Newtown
- Type of work
- Signals
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 →