Car-SR 542-05.61
Carroll County · est $1.3M
Bid dateThursday, May 26—
Carroll County · est $1.3M
Published by ODOT on this contract’s Proposal PDF · DBE Goal: 10.0%
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 60 more items below.
| Item | Quantity | R1Bog Construction INC | R2Ruhlin Company | R3J D Williamson Construction CO INC | R4Shelly & Sands INC | R5Black Horse Bridge Construction INC | R6Beaver Excavating Company | % of bid |
|---|---|---|---|---|---|---|---|---|
| 513E10261 STRUCTURAL STEEL MEMBERS, LEVEL 3, AS PER PLAN | 137,200 LB | $2.39 | $2.66 | $2.50 | $2.64 | $2.75 | $2.59 | 26% |
| 507E00550 12" CAST-IN-PLACE REINFORCED CONCRETE PILES, FURNI | 2,470 FT | $46.00 | $60.00 | $44.00 | $41.00 | $55.00 | $55.00 | 9% |
| 517E70001 RAILING (TWIN STEEL TUBE), AS PER PLAN | 302 FT | $360 | $342 |
| Item | Quantity | R1Bog Construction INC | R2Ruhlin Company | R3J D Williamson Construction CO INC | R4Shelly & Sands INC | R5Black Horse Bridge Construction INC | R6Beaver Excavating Company |
|---|---|---|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $2,500 | $5,500 | $5,000 | $1,500 | $9,000 | $20,000 |
| 202E23000 PAVEMENT REMOVED | 562 SY | $12.00 | $15.00 | $16.50 | $9.00 | $14.00 | $16.00 |
| 202E23500 WEARING COURSE REMOVED | 431 SY | $10.00 | $10.00 | $1.00 | $11.00 |
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 →
| $375 |
| $342 |
| $365 |
| $400 |
| 9% |
| 509E10000 EPOXY COATED REINFORCING STEEL | 62,204 LB | $1.65 | $2.00 | $1.70 | $1.82 | $1.75 | $1.72 | 8% |
| 511E34446 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK | 169 CY | $590 | $750 | $750 | $1,093 | $950 | $960 | 8% |
| 202E11003 STRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN | 1 LS | $85,000 | $50,000 | $190,000 | $78,000 | $62,500 | $150,000 | 7% |
| 505E11100 PILE DRIVING EQUIPMENT MOBILIZATION | 1 LS | $65,000 | $25,000 | $20,000 | $29,000 | $54,000 | $50,000 | 5% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $35,000 | $10,000 | $18,000 | $10,730 | $17,500 | $12,000 | 3% |
| 624E10000 MOBILIZATION | 1 LS | $35,000 | $40,000 | $40,000 | $40,000 | $40,000 | $100,000 | 3% |
| 511E41010 CLASS QC1 CONCRETE, PIER ABOVE FOOTINGS | 45 CY | $745 | $1,000 | $1,100 | $2,390 | $975 | $1,500 | 3% |
| 511E43510 CLASS QC1 CONCRETE, ABUTMENT INCLUDING FOOTING | 59 CY | $550 | $750 | $600 | $1,056 | $625 | $675 | 3% |
| 526E10000 REINFORCED CONCRETE APPROACH SLABS (T=12") | 107 SY | $280 | $275 | $285 | $350 | $325 | $370 | 2% |
| 507E00500 12" CAST-IN-PLACE REINFORCED CONCRETE PILES, DRIVE | 2,280 FT | $13.00 | $18.00 | $26.00 | $38.00 | $8.00 | $22.00 | 2% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 71 CY | $375 | $362 | $250 | $400 | $240 | $240 | 2% |
| 601E32204 ROCK CHANNEL PROTECTION, TYPE C WITH GEOTEXTILE FA | 324 CY | $75.00 | $70.00 | $96.00 | $85.00 | $100 | $110 | 2% |
| 516E44001 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 10 EACH | $2,400 | $1,550 | $1,110 | $1,245 | $1,300 | $1,300 | 2% |
| 513E20000 WELDED STUD SHEAR CONNECTORS | 3,270 EACH | $7.00 | $5.00 | $5.50 | $5.50 | $7.00 | $7.50 | 2% |
| 516E44101 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 10 EACH | $2,250 | $1,300 | $1,200 | $1,335 | $1,400 | $1,250 | 2% |
| 846E00110 POLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM | 28 CF | $650 | $515 | $540 | $515 | $500 | $520 | 1% |
| 523E20001 DYNAMIC LOAD TESTING, AS PER PLAN | 3 EACH | $6,000 | $4,000 | $3,650 | $6,600 | $5,500 | $2,600 | 1% |
| $16.00 |
| $1.00 |
| 202E38000 GUARDRAIL REMOVED | 527 FT | $3.00 | $2.00 | $2.00 | $2.00 | $2.00 | $8.50 |
| 202E38500 BRIDGE RAILING REMOVED | 262 FT | $5.00 | $3.00 | $3.00 | $3.00 | $3.00 | $15.00 |
| 202E42000 ANCHOR ASSEMBLY REMOVED, TYPE A | 1 EACH | $500 | $320 | $340 | $320 | $320 | $200 |
| 203E10000 EXCAVATION | 159 CY | $25.00 | $35.00 | $22.50 | $29.00 | $26.00 | $30.00 |
| 203E20000 EMBANKMENT | 45 CY | $50.00 | $30.00 | $30.00 | $38.00 | $14.00 | $40.00 |
| 204E10000 SUBGRADE COMPACTION | 543 SY | $4.00 | $4.00 | $5.00 | $3.00 | $5.00 | $5.00 |
| 204E45000 PROOF ROLLING | 1 HOUR | $50.00 | $1,000 | $295 | $190 | $250 | $225 |
| 606E15050 GUARDRAIL, TYPE MGS | 412.5 FT | $23.00 | $21.60 | $22.75 | $21.60 | $21.60 | $25.00 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 1 EACH | $2,100 | $1,480 | $1,550 | $1,480 | $1,480 | $1,575 |
| 606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 4 EACH | $3,000 | $2,860 | $3,000 | $2,860 | $2,860 | $2,275 |
| 659E00100 SOIL ANALYSIS TEST | 2 EACH | $50.00 | $200 | $200 | $100 | $150 | $100 |
| 659E00300 TOPSOIL | 45 CY | $50.00 | $108 | $100 | $60.00 | $50.00 | $40.00 |
| 659E10000 SEEDING AND MULCHING | 406 SY | $13.00 | $2.00 | $2.00 | $8.50 | $5.00 | $8.50 |
| 659E14000 REPAIR SEEDING AND MULCHING | 20 SY | $2.00 | $4.00 | $4.00 | $8.50 | $3.25 | $8.50 |
| 659E20000 COMMERCIAL FERTILIZER | 0.06 TON | $2,000 | $1,500 | $1,550 | $1,400 | $500 | $1,400 |
| 659E31000 LIME | 0.08 ACRE | $100 | $1.00 | $30.00 | $80.00 | $200 | $80.00 |
| 659E35000 WATER | 1 MGAL | $1.00 | $0.01 | $2.00 | $1.00 | $1.00 | $1.00 |
| 832E30000 EROSION CONTROL | 12,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 |
| 605E31100 AGGREGATE DRAINS | 80 FT | $25.00 | $35.00 | $12.50 | $29.00 | $20.00 | $20.00 |
| 304E20000 AGGREGATE BASE | 127 CY | $100 | $85.00 | $90.00 | $94.00 | $90.00 | $100 |
| 407E10000 TACK COAT | 45 GAL | $10.00 | $2.80 | $4.00 | $3.25 | $4.00 | $4.00 |
| 408E10000 PRIME COAT | 55 GAL | $60.00 | $21.00 | $15.50 | $20.00 | $15.00 | $15.00 |
| 441E70101 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), AS | 13 CY | $750 | $728 | $565 | $750 | $540 | $540 |
| 441E70300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 449 (18 CY | $700 | $536 | $440 | $600 | $420 | $420 |
| 626E00110 BARRIER REFLECTOR, TYPE 2 (BI-DIRECTIONAL) | 13 EACH | $20.00 | $12.00 | $12.50 | $12.00 | $12.00 | $11.00 |
| 630E02100 GROUND MOUNTED SUPPORT, NO. 2 POST | 11.5 FT | $35.00 | $30.00 | $30.00 | $30.00 | $30.00 | $65.00 |
| 630E80100 SIGN, FLAT SHEET | 7 SF | $50.00 | $35.00 | $35.00 | $35.00 | $35.00 | $145 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 2 EACH | $100 | $15.00 | $15.00 | $15.00 | $15.00 | $250 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 1 EACH | $100 | $20.00 | $20.00 | $20.00 | $20.00 | $500 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 0.12 MILE | $10,000 | $6,850 | $7,200 | $6,850 | $6,850 | $6,850 |
| 642E00300 CENTER LINE, TYPE 1 | 0.06 MILE | $20,000 | $14,400 | $15,000 | $14,400 | $14,400 | $14,400 |
| 614E12420 DETOUR SIGNING | 1 LS | $8,500 | $7,050 | $5,500 | $7,050 | $7,050 | $16,000 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 10 CY | $100 | $250 | $175 | $316 | $300 | $500 |
| 614E21100 WORK ZONE CENTER LINE, CLASS I, 642 PAINT | 0.06 MILE | $1,000 | $14,400 | $15,100 | $14,400 | $14,400 | $14,400 |
| 614E22110 WORK ZONE EDGE LINE, CLASS I, 6", 642 PAINT | 0.12 MILE | $1,000 | $6,850 | $7,200 | $6,850 | $6,850 | $6,850 |
| 616E10000 WATER | 1 MGAL | $1.00 | $100 | $5.00 | $66.00 | $1.00 | $50.00 |
| 617E10100 COMPACTED AGGREGATE | 10 CY | $100 | $100 | $125 | $109 | $130 | $300 |
| 617E25000 WATER | 5 MGAL | $1.00 | $25.00 | $20.00 | $58.00 | $1.00 | $50.00 |
| 202E22900 APPROACH SLAB REMOVED | 37 SY | $100 | $50.00 | $45.00 | $35.00 | $40.00 | $80.00 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $5,000 | $125,000 | $230,000 | $85,000 | $282,500 | $200,000 |
| 503E21100 UNCLASSIFIED EXCAVATION | 109 CY | $30.00 | $135 | $265 | $165 | $465 | $350 |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 28 CY | $600 | $625 | $500 | $1,268 | $600 | $670 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 280 SY | $38.00 | $26.00 | $25.00 | $28.00 | $36.00 | $30.00 |
| 512E33000 TYPE 2 WATERPROOFING | 4 SY | $100 | $90.00 | $50.00 | $132 | $150 | $350 |
| 516E13200 1/2" PREFORMED EXPANSION JOINT FILLER | 60 SF | $15.00 | $6.50 | $4.00 | $6.00 | $12.00 | $12.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 48 SF | $20.00 | $7.50 | $6.00 | $9.00 | $14.00 | $15.00 |
| 516E13900 2" PREFORMED EXPANSION JOINT FILLER | 38 SF | $20.00 | $9.00 | $9.00 | $12.00 | $18.00 | $20.00 |
| 516E14014 INTEGRAL ABUTMENT EXPANSION JOINT SEAL | 100 FT | $32.00 | $35.00 | $40.00 | $42.00 | $30.00 | $40.00 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 50 CY | $100 | $100 | $80.00 | $100 | $100 | $120 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 97 FT | $20.00 | $20.00 | $20.00 | $9.00 | $14.00 | $15.00 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 40 FT | $15.00 | $30.00 | $25.00 | $9.00 | $18.00 | $40.00 |
| 523E20501 RESTRIKE, AS PER PLAN | 3 EACH | $1,000 | $4,000 | $3,650 | $1,400 | $5,500 | $5,500 |
| 526E90010 TYPE A INSTALLATION | 64 FT | $155 | $150 | $120 | $190 | $142 | $250 |
| 625E33000 STRUCTURE GROUNDING SYSTEM | 1 EACH | $16,000 | $4,500 | $10,500 | $15,000 | $7,500 | $15,000 |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $5,500 | $10,000 | $12,500 | $60,000 | $15,000 | $40,000 |
| 619E16010 FIELD OFFICE, TYPE B | 5 MNTH | $1,500 | $3,500 | $2,500 | $2,700 | $500 | $2,500 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $11,500 | $20,000 | $12,500 | $20,000 | $10,000 | $30,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 513E10261 STRUCTURAL STEEL MEMBERS, LEVEL 3, AS PER PLAN | 137,200 LB | $2.39 | $328k | 22% |
| 507E00550 12" CAST-IN-PLACE REINFORCED CONCRETE PILES, FURNI | 2,470 FT | $46 | $114k | 8% |
| 517E70001 RAILING (TWIN STEEL TUBE), AS PER PLAN | 302 FT | $360 | $109k | 7% |
| 509E10000 EPOXY COATED REINFORCING STEEL | 62,204 LB | $1.65 | $103k | 7% |
| 511E34446 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK | 169 CY | $590 | $100k | 7% |
| 202E11003 STRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN | 1 LS | $85,000 | $85k | 6% |
| 505E11100 PILE DRIVING EQUIPMENT MOBILIZATION | 1 LS | $65,000 | $65k | 4% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $35,000 | $35k | 2% |
| 624E10000 MOBILIZATION | 1 LS | $35,000 | $35k | 2% |
| 511E41010 CLASS QC1 CONCRETE, PIER ABOVE FOOTINGS | 45 CY | $745 | $34k | 2% |