Gre-US 35-07.35
Greene County · est $2.1M
Bid dateThursday, June 7—
Greene County · est $2.1M
Published by ODOT on this contract’s Proposal PDF · DBE Goal: 6.0%
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 71 more items below.
| Item | Quantity | R1Strawser Construction INC | R2American Pavements INC | R3Microsurfacing Contractors LLC | % of bid |
|---|---|---|---|---|---|
| 421E10010 MICROSURFACING, SURFACE COURSE | 269,272 SY | $2.28 | $2.93 | $3.41 | 32% |
| 421E10030 MICROSURFACING, RUT FILL COURSE | 3,367 TON | $112 | $95.00 | $218 | 19% |
| 614E11001 MAINTAINING TRAFFIC, AS PER PLAN | 1 LS | $199,033 | $129,870 | $159,683 | 10% |
| 624E10000 MOBILIZATION | 1 LS | $170,091 | $225,000 | $96,458 | 9% |
| 642E30030 REMOVAL OF PAVEMENT MARKING | 32.95 MILE | $2,150 | $2,112 | $2,112 |
| Item | Quantity | R1Strawser Construction INC | R2American Pavements INC | R3Microsurfacing Contractors LLC |
|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $5,005 | $4,000 | $5,000 |
| 202E23010 PAVEMENT REMOVED, ASPHALT | 188 SY | $35.50 | $20.00 | $35.00 |
| 202E32000 CURB REMOVED | 72 FT | $9.50 | $8.00 | $9.00 |
| 202E38000 GUARDRAIL REMOVED | 200 FT | $3.55 | $3.50 | $3.50 |
| 202E42010 ANCHOR ASSEMBLY REMOVED, TYPE E | 1 EACH | $355 | $350 | $350 |
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 →
| 4% |
| 251E01030 PARTIAL DEPTH PAVEMENT REPAIR (442) | 75 CY | $900 | $890 | $890 | 3% |
| 848E20000 SURFACE PREPARATION USING HYDRODEMOLITION | 765 SY | $83.00 | $75.00 | $80.00 | 3% |
| 848E10200 SUPERPLASTICIZED DENSE CONCRETE OVERLAY USING HYDR | 765 SY | $70.00 | $110 | $68.00 | 3% |
| 630E20500 OVERHEAD SIGN SUPPORT, TYPE TC-12.30, DESIGN 5 | 4 EACH | $11,955 | $11,950 | $11,950 | 2% |
| 526E25001 REINFORCED CONCRETE APPROACH SLABS (T=15"), AS PER | 176 SY | $270 | $300 | $265 | 2% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $41,500 | $45,000 | $41,000 | 2% |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 400 HOUR | $70.00 | $85.00 | $80.00 | 1% |
| 516E11211 STRUCTURAL EXPANSION JOINT INCLUDING ELASTOMERIC S | 84 FT | $330 | $350 | $325 | 1% |
| 648E00104 EDGE LINE, 6" | 24.4 MILE | $1,080 | $1,075 | $1,075 | 1% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 46 CY | $445 | $440 | $440 | 1% |
| 442E20000 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 16 CY | $1,255 | $1,250 | $1,250 | 1% |
| 511E45710 CLASS QC1 CONCRETE, ABUTMENT | 13 CY | $1,350 | $1,500 | $1,300 | 1% |
| 526E90010 TYPE A INSTALLATION | 80 FT | $205 | $175 | $203 | 1% |
| 848E50320 EXISTING CONCRETE OVERLAY REMOVED(T=1 3/4") | 765 SY | $20.50 | $24.00 | $20.00 | 1% |
| 103E06000 PREMIUM FOR CONTRACT PERFORMANCE BOND, PAYMENT BON | 1 LS | $15,500 | $15,000 | $16,700 | 1% |
| 2 EACH |
| $305 |
| $300 |
| $300 |
| 202E47000 BRIDGE TERMINAL ASSEMBLY REMOVED | 4 EACH | $380 | $375 | $375 |
| 203E10000 EXCAVATION | 22 CY | $50.50 | $60.00 | $50.00 |
| 204E10000 SUBGRADE COMPACTION | 353 SY | $12.50 | $9.00 | $12.00 |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 425 FT | $25.00 | $24.70 | $24.70 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E | 3 EACH | $2,180 | $2,175 | $2,175 |
| 606E35003 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1, AS PER PLAN | 4 EACH | $2,105 | $2,100 | $2,100 |
| 659E00530 SEEDING AND MULCHING, CLASS 3B | 89 SY | $20.50 | $25.00 | $20.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.01 TON | $755 | $1,250 | $5,000 |
| 659E35000 WATER | 0.24 MGAL | $1.00 | $10.00 | $1,000 |
| 832E30000 EROSION CONTROL | 1,000 EACH | $1.00 | $1.00 | $1.00 |
| 202E70110 SPECIAL - PIPE CLEANOUT, 24" AND UNDER | 150 FT | $25.00 | $20.00 | $70.00 |
| 611E98631 CATCH BASIN ADJUSTED TO GRADE, AS PER PLAN | 4 EACH | $600 | $500 | $850 |
| 254E01001 PAVEMENT PLANING, ASPHALT CONCRETE, AS PER PLAN | — | $195 | $189 | $189 |
| 304E20000 AGGREGATE BASE | 60 CY | $85.50 | $100 | $85.00 |
| 407E20000 NON-TRACKING TACK COAT | 24 GAL | $3.55 | $3.50 | $3.50 |
| 609E10000 ASPHALT CONCRETE CURB, TYPE 1 | 72 FT | $50.00 | $30.00 | $50.00 |
| 621E00100 RPM | 735 EACH | $20.00 | $19.35 | $19.35 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 735 EACH | $18.00 | $15.05 | $41.59 |
| 625E32000 GROUND ROD | 4 EACH | $210 | $207 | $207 |
| 626E00110 BARRIER REFLECTOR, TYPE 2 ,ONE WAY | 8 EACH | $10.00 | $9.50 | $9.50 |
| 630E75000 SIGN ATTACHMENT ASSEMBLY | 12 EACH | $540 | $535 | $535 |
| 630E80224 SIGN, OVERHEAD EXTRUSHEET | 682 SF | $22.00 | $21.50 | $21.50 |
| 630E80401 SIGN, PERMANENT OVERLAY, AS PER PLAN | 22.5 SF | $20.50 | $20.00 | $20.00 |
| 630E84510 RIGID OVERHEAD SIGN SUPPORT FOUNDATION | 4 EACH | $3,355 | $3,350 | $3,350 |
| 630E87101 REMOVAL OF OVERHEAD MOUNTED SIGN AND REERECTION, A | 1 EACH | $755 | $750 | $750 |
| 630E87400 REMOVAL OF OVERHEAD MOUNTED SIGN AND DISPOSAL | 2 EACH | $405 | $400 | $400 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 0.32 MILE | $305 | $300 | $300 |
| 642E00204 LANE LINE, 6", TYPE 1 | 0.1 MILE | $190 | $185 | $185 |
| 642E00404 CHANNELIZING LINE, 12", TYPE 1 | 7,925 FT | $0.47 | $0.45 | $0.45 |
| 642E00500 STOP LINE, TYPE 1 | 80 FT | $2.30 | $2.25 | $2.25 |
| 642E00700 TRANSVERSE/DIAGONAL LINE, TYPE 1 | 2,394 FT | $2.05 | $2.00 | $2.00 |
| 642E00720 CHEVRON MARKING, TYPE 1 | 1,208 FT | $2.05 | $2.00 | $2.00 |
| 642E01510 DOTTED LINE, 6", TYPE 1 | 10,166 FT | $0.40 | $0.40 | $0.40 |
| 642E30000 REMOVAL OF PAVEMENT MARKING | 10,897 FT | $1.25 | $1.20 | $1.20 |
| 642E30020 REMOVAL OF PAVEMENT MARKING | 2 EACH | $255 | $250 | $250 |
| 648E00204 LANE LINE, 6" | 8.13 MILE | $680 | $675 | $675 |
| 614E18600 PORTABLE CHANGEABLE MESSAGE SIGN | 4 SNMT | $900 | $900 | $900 |
| 614E18700 DIGITAL SPEED LIMIT (DSL) SIGN ASSEMBLY | 4 SNMT | $900 | $850 | $850 |
| 614E20110 WORK ZONE LANE LINE, CLASS I, 6", 642 PAINT | 24.72 MILE | $155 | $150 | $150 |
| 614E20560 WORK ZONE LANE LINE, CLASS III, 6", 642 PAINT | 24.72 MILE | $145 | $140 | $140 |
| 614E22110 WORK ZONE EDGE LINE, CLASS I, 6", 642 PAINT | 8.23 MILE | $935 | $930 | $930 |
| 614E22360 WORK ZONE EDGE LINE, CLASS III, 6", 642 PAINT | 8.23 MILE | $420 | $415 | $415 |
| 614E23210 WORK ZONE CHANNELIZING LINE, CLASS I, 12", 642 PAI | 7,925 FT | $1.60 | $1.55 | $1.55 |
| 614E23690 WORK ZONE CHANNELIZING LINE, CLASS III, 12", 642 P | 7,925 FT | $1.55 | $1.50 | $1.50 |
| 614E25200 WORK ZONE TRANSVERSE/DIAGONAL LINE, CLASS I, 642 P | 3,602 FT | $3.30 | $3.25 | $3.25 |
| 614E25620 WORK ZONE TRANSVERSE/DIAGONAL LINE, CLASS III, 642 | 3,602 FT | $3.20 | $3.15 | $3.15 |
| 614E26200 WORK ZONE STOP LINE, CLASS I, 642 PAINT | 80 FT | $3.55 | $3.50 | $3.50 |
| 614E26610 WORK ZONE STOP LINE, CLASS III, 642 PAINT | 80 FT | $3.45 | $3.40 | $3.40 |
| 202E22901 APPROACH SLAB REMOVED, AS PER PLAN | 176 SY | $40.50 | $50.00 | $40.00 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $10,500 | $12,500 | $10,000 |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $5,300 | $5,000 | $5,000 |
| 509E10001 EPOXY COATED REINFORCING STEEL, AS PER PLAN | 3,000 LB | $1.30 | $1.25 | $1.25 |
| 509E20001 REINFORCING STEEL, REPLACEMENT OF EXISTING REINFOR | 200 LB | $1.55 | $1.25 | $1.50 |
| 510E10000 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | 292 EACH | $20.50 | $20.00 | $20.00 |
| 511E34410 CLASS QC2 CONCRETE, SUPERSTRUCTURE | 3 CY | $855 | $6,500 | $850 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 74 SY | $26.50 | $26.00 | $26.00 |
| 512E74000 REMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACE | 74 SY | $30.50 | $30.00 | $30.00 |
| 518E21100 POROUS BACKFILL | 35 CY | $155 | $75.00 | $150 |
| 519E11101 PATCHING CONCRETE STRUCTURE, AS PER PLAN | 16 SF | $150 | $165 | $145 |
| 690E98400 SPECIAL - STRUCTURE, MISC.:CONSULTANT FOR CONCRETE | 1 LS | $9,500 | $7,500 | $9,000 |
| 848E30200 SUPERPLASTICIZED DENSE CONCRETE OVERLAY (VARIABLE | 22 CY | $230 | $225 | $225 |
| 848E50000 HAND CHIPPING | 8 SY | $80.00 | $100 | $75.00 |
| 848E50100 TEST SLAB | 1 LS | $2,050 | $2,250 | $2,000 |
| 848E50200 FULL-DEPTH REPAIR | 4 CY | $205 | $750 | $200 |
| 623E10001 CONSTRUCTION LAYOUT STAKES AND SURVEYING, AS PER P | 1 LS | $3,500 | $2,500 | $10,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 421E10010 MICROSURFACING, SURFACE COURSE | 269,272 SY | $2.28 | $614k | 27% |
| 421E10030 MICROSURFACING, RUT FILL COURSE | 3,367 TON | $112.45 | $379k | 17% |
| 614E11001 MAINTAINING TRAFFIC, AS PER PLAN | 1 LS | $199,033 | $199k | 9% |
| 624E10000 MOBILIZATION | 1 LS | $170,091 | $170k | 8% |
| 642E30030 REMOVAL OF PAVEMENT MARKING | 32.95 MILE | $2,150 | $71k | 3% |
| 251E01030 PARTIAL DEPTH PAVEMENT REPAIR (442) | 75 CY | $900 | $68k | 3% |
| 848E20000 SURFACE PREPARATION USING HYDRODEMOLITION | 765 SY | $83 | $63k | 3% |
| 848E10200 SUPERPLASTICIZED DENSE CONCRETE OVERLAY USING HYDR | 765 SY | $70 | $54k | 2% |
| 630E20500 OVERHEAD SIGN SUPPORT, TYPE TC-12.30, DESIGN 5 | 4 EACH | $11,955 | $48k | 2% |
| 526E25001 REINFORCED CONCRETE APPROACH SLABS (T=15"), AS PER | 176 SY | $270 | $48k | 2% |