HUR-AC&Y Trail Phase II
HUR County · est $1.8M
Bid dateThursday, April 23—
Awarded toMARK HAYNES CONSTRUCTION INC$1.58M
HUR County · est $1.8M
Bid form · ODOT
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 304E20000 AGGREGATE BASE | 6,100 CY | $74 | $451k | 29% |
| 411E10001 STABILIZED CRUSHED AGGREGATE, AS PER PLAN | 1,947 CY | $93 | $181k | 11% |
| 659E00300 TOPSOIL | 4,559 CY | $18 | $82k | 5% |
| 608E52001 CURB RAMP, AS PER PLAN | 4,781 SF | $17 | $81k | 5% |
| 203E20000 EMBANKMENT | 2,952 CY | $21.75 | $64k | 4% |
| 209E60501 LINEAR GRADING, AS PER PLAN | 6.96 MILE | $8,280 | $58k | 4% |
| 203E10000 EXCAVATION | 3,705 CY | $13.75 | $51k | 3% |
| 659E10000 SEEDING AND MULCHING | 41,068 SY | $1.15 | $47k | 3% |
| 630E97700 SIGNING, MISC.: SOLAR-POWERED RECTANGULAR RAPID FL | 2 EACH | $21,406 | $43k | 3% |
| 608E10000 4" CONCRETE WALK | 2,295 SF | $17 | $39k | 2% |
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 51 more items below.
| Item | Quantity | R1Mark Haynes Construction INC | R2Buckeye Excavating & Construction INC | R3Marks Construction INC | % of bid |
|---|---|---|---|---|---|
| 304E20000 AGGREGATE BASE | 6,100 CY | $74.00 | $70.00 | $88.85 | 34% |
| 411E10001 STABILIZED CRUSHED AGGREGATE, AS PER PLAN | 1,947 CY | $93.00 | $78.00 | $90.00 | 13% |
| 659E00300 TOPSOIL | 4,559 CY | $18.00 | $50.00 | $58.00 | 6% |
| 608E52001 CURB RAMP, AS PER PLAN | 4,781 SF | $17.00 | $16.00 | $17.00 | 6% |
| 203E20000 EMBANKMENT | 2,952 CY | $21.75 | $32.00 | $12.00 | 5% |
| 209E60501 LINEAR GRADING, AS PER PLAN | 6.96 MILE | $8,280 | $12,700 | $10,000 | 4% |
| 203E10000 EXCAVATION | 3,705 CY | $13.75 | $30.00 | $16.00 | 4% |
| 659E10000 SEEDING AND MULCHING | 41,068 SY | $1.15 | $1.60 | $1.50 | 4% |
| 630E97700 SIGNING, MISC.: SOLAR-POWERED RECTANGULAR RAPID FL | 2 EACH | $21,406 | $13,000 | $17,981 | 3% |
| 608E10000 4" CONCRETE WALK | 2,295 SF | $17.00 | $15.00 | $8.00 | 3% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $34,375 | $28,000 | $29,700 | 3% |
| 607E98000 FENCE, MISC.: BIKEWAY RAIL | 530 FT | $64.40 | $51.50 | $57.50 | 3% |
| 630E97700 SIGNING, MISC.: SOLAR-POWERED RECTANGULAR RAPID FL | 2 EACH | $14,375 | $12,000 | $12,075 | 2% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 108 CY | $250 | $377 | $296 | 2% |
| 832E30000 EROSION CONTROL Section 2 - EROSION CONTROL - Totals Awd $196,712.99 2 $394,835.80 3 $443,087.71 | 25,000 EACH | $1.00 | $1.00 | $1.00 | 2% |
| 624E10000 MOBILIZATION Section 6 - INCIDENTALS - Totals Awd $85,673.00 2 $154,000.00 3 $176,700.00 | 1 LS | $25,000 | $90,000 | $82,000 | 2% |
| 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST | 1,216.5 FT | $17.50 | $17.00 | $15.40 | 2% |
| 670E00500 SLOPE EROSION PROTECTION | 8,678 SY | $2.25 | $2.50 | $4.10 | 1% |
| 203E98100 ROADWAY, MISC.: SURFACE COMPACTION | 28,571 SY | $0.60 | $1.00 | $2.00 | 1% |
| 630E80100 SIGN, FLAT SHEET | 712.6 SF | $22.50 | $18.00 | $19.79 | 1% |
| Item | Quantity | R1Mark Haynes Construction INC | R2Buckeye Excavating & Construction INC | R3Marks Construction INC |
|---|---|---|---|---|
| 201E11001 CLEARING AND GRUBBING, AS PER PLAN | 1 LS | $9,600 | $20,000 | $40,000 |
| 202E30000 WALK REMOVED | 90 SF | $16.00 | $2.00 | $10.00 |
| 202E32500 CURB AND GUTTER REMOVED | 89 FT | $14.00 | $7.00 | $20.00 |
| 202E38200 GUARDRAIL REMOVED FOR REUSE | 62.5 FT | $4.50 | $17.00 | $10.00 |
| 202E70110 SPECIAL - PIPE CLEANOUT, 24" AND UNDER | 100 FT | $4.50 | $10.00 | $35.00 |
| 203E98600 ROADWAY, MISC.: TRAILHEAD KIOSK | 1 EACH | $3,750 | $23,300 | $10,000 |
| 204E10000 SUBGRADE COMPACTION | 25,450 SY | $0.60 | $1.00 | $2.00 |
| 204E13000 EXCAVATION OF SUBGRADE | 200 CY | $27.00 | $24.00 | $20.00 |
| 204E21000 GRANULAR EMBANKMENT | 200 CY | $56.50 | $70.00 | $90.00 |
| 204E50000 GEOTEXTILE FABRIC | 200 SY | $4.00 | $5.00 | $4.00 |
| 209E10001 DITCH CLEANOUT, AS PER PLAN | 1,000 FT | $16.00 | $6.00 | $12.00 |
| 606E16001 GUARDRAIL REBUILT, AS PER PLAN | 62.5 FT | $56.50 | $45.20 | $54.24 |
| 616E10000 WATER | 27 MGAL | $3.00 | $60.00 | $50.00 |
| 690E50500 SPECIAL - CONCRETE PARKING BLOCK Section 1 - ROADWAY - Totals Awd $414,854.65 2 $564,253.50 3 $501,203.00 | 8 EACH | $170 | $200 | $300 |
| 659E00100 SOIL ANALYSIS TEST | 2 EACH | $125 | $150 | $250 |
| 659E14000 REPAIR SEEDING AND MULCHING | 2,054 SY | $1.15 | $5.00 | $1.50 |
| 659E20000 COMMERCIAL FERTILIZER | 5.54 TON | $1,063 | $500 | $1,100 |
| 659E31000 LIME | 8.49 ACRE | $43.75 | $300 | $209 |
| 659E35000 WATER | 222 MGAL | $1.25 | $60.00 | $105 |
| 832E15000 STORM WATER POLLUTION PREVENTION PLAN | 1 LS | $3,625 | $1,775 | $2,063 |
| 832E15002 STORM WATER POLLUTION PREVENTION INSPECTIONS | 1 LS | $3,125 | $13,125 | $8,250 |
| 832E15010 STORM WATER POLLUTION PREVENTION INSPECTION SOFTWA | 1 LS | $7,000 | $10,375 | $11,412 |
| 602E20000 CONCRETE MASONRY | 0.94 CY | $1,250 | $5,000 | $3,000 |
| 611E02500 8" CONDUIT, TYPE E, FOR DRAINAGE CONNECTIONS | 50 FT | $68.50 | $35.00 | $69.00 |
| 611E04200 12" CONDUIT, TYPE A | 100 FT | $71.00 | $80.00 | $75.76 |
| 611E05100 12" CONDUIT, TYPE E, FOR DRAINAGE CONNECTIONS | 100 FT | $71.00 | $50.00 | $70.00 |
| 611E06100 15" CONDUIT, TYPE C Section 3 - DRAINAGE - Totals Awd $25,800.00 2 $24,950.00 3 $28,422.00 | 100 FT | $70.00 | $55.00 | $75.76 |
| 407E10000 TACK COAT | 77 GAL | $3.00 | $2.00 | $2.50 |
| 408E10000 PRIME COAT | 254 GAL | $8.00 | $3.00 | $3.35 |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 23 CY | $475 | $513 | $439 |
| 441E50300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 448 (31 CY | $406 | $434 | $356 |
| 609E12001 COMBINATION CURB AND GUTTER, TYPE 2, AS PER PLAN Section 4 - PAVEMENT - Totals Awd $690,411.75 2 $650,910.00 3 $775,210.25 | 77 FT | $67.00 | $67.00 | $50.00 |
| 630E04100 GROUND MOUNTED SUPPORT, NO. 4 POST | 72.7 FT | $20.00 | $21.00 | $17.60 |
| 630E08600 SIGN POST REFLECTOR | 27 EACH | $68.75 | $59.00 | $60.60 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 95 EACH | $54.50 | $17.00 | $27.50 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 11 EACH | $220 | $65.00 | $105 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 61 EACH | $73.80 | $23.00 | $33.00 |
| 630E97700 SIGNING, MISC.: BICYCLE PEDESTRIAN SIGN | 3 EACH | $3,334 | $350 | $2,934 |
| 642E00500 STOP LINE, TYPE 1 | 47 FT | $6.25 | $7.00 | $5.50 |
| 642E00627 CROSSWALK LINE, 18", TYPE 1, AS PER PLAN (ENHANCED | 1,095 FT | $12.50 | $17.00 | $11.00 |
| 642E00627 CROSSWALK LINE, 18", TYPE 1, AS PER PLAN (YIELDED | 229 FT | $12.50 | $19.00 | $11.00 |
| 642E00720 CHEVRON MARKING, TYPE 1 | 46 FT | $3.75 | $14.00 | $3.60 |
| 642E01200 PARKING LOT STALL MARKING, TYPE 1 | 189 FT | $6.25 | $1.50 | $5.50 |
| 642E01410 WORD ON PAVEMENT, 96", TYPE 1 | 14 EACH | $119 | $100 | $105 |
| 642E01602 BIKE LANE SYMBOL MARKING, TYPE 1 | 14 EACH | $119 | $50.00 | $105 |
| 642E01702 HANDICAP SYMBOL MARKING, TYPE 1 | 2 EACH | $194 | $110 | $372 |
| 642E20802 YIELD LINE, TYPE 1 | 48 FT | $7.50 | $7.00 | $51.00 |
| 644E00500 STOP LINE | 72 FT | $68.75 | $9.00 | $60.50 |
| 690E50600 SPECIAL - BOLLARD, FLEXIBLE Section 5 - TRAFFIC CONTROL - Totals Awd $169,606.05 2 $122,104.50 3 $142,992.37 | 44 EACH | $184 | $72.00 | $138 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $11,298 | $16,000 | $55,000 |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $15,000 | $20,000 | $10,000 |
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 →