Mot-SR 4/SR 444-21.99/00.23L
Montgomery County · est $3.0M
Bid dateThursday, January 25—
Montgomery County · est $3.0M
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 80 more items below.
| Item | Quantity | R1Complete General Construction Company | % of bid |
|---|---|---|---|
| 514E00050 SURFACE PREPARATION OF EXISTING STRUCTURAL STEEL | 20,654 SF | $12.00 | 14% |
| 514E00050 SURFACE PREPARATION OF EXISTING STRUCTURAL STEEL | 20,654 SF | $12.00 | 14% |
| 848E10200 SUPERPLASTICIZED DENSE CONCRETE OVERLAY USING HYDR | 1,230 SY | $85.00 | 6% |
| 848E10200 SUPERPLASTICIZED DENSE CONCRETE OVERLAY USING HYDR | 1,230 SY | $85.00 | 6% |
| 624E10000 MOBILIZATION | 1 LS | $100,000 | 5% |
| 848E20001 SURFACE PREPARATION USING HYDRODEMOLITION, AS PER | 1,212 SY | $78.00 | 5% |
| 848E20001 SURFACE PREPARATION USING HYDRODEMOLITION, AS PER | 1,212 SY | $78.00 | 5% |
| 519E11101 PATCHING CONCRETE STRUCTURE, AS PER PLAN | 719 SF | $120 | 5% |
| 516E11210 STRUCTURAL EXPANSION JOINT INCLUDING ELASTOMERIC S | 86 FT | $1,000 | 5% |
| 516E11210 STRUCTURAL EXPANSION JOINT INCLUDING ELASTOMERIC S | 86 FT | $1,000 | 5% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $80,000 | 4% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $75,000 | 4% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $75,000 | 4% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 3,440 FT | $18.00 | 3% |
| 441E70100 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 42 CY | $1,225 | 3% |
| 511E34410 CLASS QC2 CONCRETE, SUPERSTRUCTURE | 17 CY | $3,000 | 3% |
| 511E34410 CLASS QC2 CONCRETE, SUPERSTRUCTURE | 17 CY | $3,000 | 3% |
| 519E11101 PATCHING CONCRETE STRUCTURE, AS PER PLAN | 414 SF | $120 | 3% |
| 514E00056 FIELD PAINTING OF EXISTING STRUCTURAL STEEL, PRIME | 20,654 SF | $2.00 | 2% |
| 514E00060 FIELD PAINTING STRUCTURAL STEEL, INTERMEDIATE COAT | 20,654 SF | $2.00 | 2% |
| Item | Quantity | R1Complete General Construction Company |
|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $10,000 |
| 202E23000 PAVEMENT REMOVED | 114 SY | $18.00 |
| 202E32000 CURB REMOVED | 25 FT | $16.00 |
| 202E38000 GUARDRAIL REMOVED | 100 FT | $2.40 |
| 202E98100 REMOVAL MISC.: REMOVAL OF BRIDGE ID SIGN AND REERE | 1 EACH | $165 |
| 204E10000 SUBGRADE COMPACTION | 193 SY | $4.50 |
| 606E13000 GUARDRAIL, TYPE 5 | 100 FT | $64.60 |
| 659E10000 SEEDING AND MULCHING | 1,607 SY | $1.50 |
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 →
| 80 SY |
| $2.25 |
| 659E20000 COMMERCIAL FERTILIZER | 0.22 TON | $1,400 |
| 659E35000 WATER | 9 MGAL | $1.00 |
| 832E30000 EROSION CONTROL | 2,000 EACH | $1.00 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 1 1/2" DEPTH | 796 SY | $30.00 |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 25 CY | $1,500 |
| 304E20000 AGGREGATE BASE | 31 CY | $113 |
| 407E20000 NON-TRACKING TACK COAT | 82 GAL | $10.00 |
| 609E24510 CURB, TYPE 4-C | 25 FT | $90.00 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 27 EACH | $15.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2(ONE-WAY) | 4 EACH | $15.00 |
| 646E10010 EDGE LINE, 6" | 0.87 MILE | $8,135 |
| 646E10110 LANE LINE, 6" | 0.7 MILE | $2,785 |
| 646E10310 CHANNELIZING LINE, 12" | 540 FT | $2.50 |
| 646E20504 DOTTED LINE, 6" | 350 FT | $2.25 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 500 HOUR | $75.00 |
| 614E11630 INCREASED BARRIER DELINEATION | 720 FT | $3.14 |
| 614E12380 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $2,149 |
| 614E12420 DETOUR SIGNING | 1 LS | $10,440 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 15 CY | $325 |
| 614E13310 BARRIER REFLECTOR, TYPE 1(ONE WAY) | 62 EACH | $11.46 |
| 614E13350 OBJECT MARKER, ONE WAY | 76 EACH | $21.61 |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 10 SNMT | $934 |
| 614E22210 WORK ZONE EDGE LINE, CLASS I, 6", 740.06, TYPE I | 2.71 MILE | $11,993 |
| 614E24402 WORK ZONE DOTTED LINE, CLASS I, 6", 740.06, TYPE I | 540 FT | $1.76 |
| 509E20001 CONCRETE REINFORCEMENT, REPLACEMENT OF EXISTING CO | 100 LB | $2.88 |
| 509E25000 UNCOATED STEEL REINFORCEMENT | 1,152 LB | $2.20 |
| 510E10000 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | 124 EACH | $18.00 |
| 512E10600 CONCRETE REPAIR BY EPOXY INJECTION | 15 FT | $180 |
| 513E21599 STRUCTURAL STEEL FOR REHABILITATION | 2,097 LB | $7.00 |
| 514E00066 FIELD PAINTING STRUCTURAL STEEL, FINISH COAT | 20,654 SF | $1.00 |
| 514E00504 GRINDING FINS, TEARS, SLIVERS ON EXISTING STRUCTUR | 29 MNHR | $200 |
| 514E10000 FINAL INSPECTION REPAIR | 9 EACH | $200 |
| 514E27700 FIELD PAINTING, MISC.: ZINC RICH PRIMER | 23 SF | $85.00 |
| 516E31011 2" DEEP JOINT SEALER, AS PER PLAN | 80 FT | $28.00 |
| 516E44001 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 10 EACH | $1,300 |
| 516E47001 JACKING AND TEMPORARY SUPPORT OF SUPERSTRUCTURE, A | 1 LS | $15,000 |
| 844E10001 CONCRETE PATCHING WITH GALVANIC ANODE PROTECTION, | 80 SF | $160 |
| 848E30200 SUPERPLASTICIZED DENSE CONCRETE OVERLAY (VARIABLE | 53 CY | $315 |
| 848E50000 HAND CHIPPING | 121 SY | $90.00 |
| 848E50100 TEST SLAB | 1 LS | $2,200 |
| 848E50320 EXISTING CONCRETE OVERLAY REMOVED, (2" THICK) | 1,212 SY | $14.00 |
| 848E50340 REMOVAL OF DEBONDED OR DETERIORATED EXISTING VARIA | 61 SY | $38.00 |
| 202E22900 APPROACH SLAB REMOVED | 67 SY | $45.00 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $5,000 |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $4,000 |
| 509E20001 CONCRETE REINFORCEMENT, REPLACEMENT OF EXISTING CO | 100 LB | $2.88 |
| 509E25000 UNCOATED STEEL REINFORCEMENT | 11,424 LB | $2.20 |
| 510E10000 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | 162 EACH | $18.00 |
| 511E44110 CLASS QC1 CONCRETE, ABUTMENT NOT INCLUDING FOOTING | 8 CY | $2,100 |
| 512E10600 CONCRETE REPAIR BY EPOXY INJECTION | 2 FT | $180 |
| 513E21599 STRUCTURAL STEEL FOR REHABILITATION | 2,097 LB | $7.00 |
| 514E00056 FIELD PAINTING OF EXISTING STRUCTURAL STEEL, PRIME | 20,654 SF | $2.00 |
| 514E00060 FIELD PAINTING STRUCTURAL STEEL, INTERMEDIATE COAT | 20,654 SF | $2.00 |
| 514E00066 FIELD PAINTING STRUCTURAL STEEL, FINISH COAT | 20,654 SF | $1.00 |
| 514E00504 GRINDING FINS, TEARS, SLIVERS ON EXISTING STRUCTUR | 29 MNHR | $200 |
| 514E10000 FINAL INSPECTION REPAIR | 9 EACH | $200 |
| 514E27700 FIELD PAINTING, MISC.: ZINC RICH PRIMER | 23 SF | $85.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 45 SF | $13.00 |
| 516E31011 2" DEEP JOINT SEALER, AS PER PLAN | 80 FT | $28.00 |
| 516E44001 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 10 EACH | $1,300 |
| 516E47001 JACKING AND TEMPORARY SUPPORT OF SUPERSTRUCTURE, A | 1 LS | $15,000 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 11 CY | $120 |
| 526E15001 REINFORCED CONCRETE APPROACH SLABS (T=13"), AS PER | 73 SY | $260 |
| 844E10001 CONCRETE PATCHING WITH GALVANIC ANODE PROTECTION, | 44 SF | $160 |
| 848E30200 SUPERPLASTICIZED DENSE CONCRETE OVERLAY (VARIABLE | 46 CY | $315 |
| 848E50000 HAND CHIPPING | 121 SY | $90.00 |
| 848E50320 EXISTING CONCRETE OVERLAY REMOVED, (2" THICK) | 1,212 SY | $14.00 |
| 848E50340 REMOVAL OF DEBONDED OR DETERIORATED EXISTING VARIA | 61 SY | $38.00 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $17,000 |
| 619E16010 FIELD OFFICE, TYPE B | 7 MNTH | $3,000 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $5,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 514E00050 SURFACE PREPARATION OF EXISTING STRUCTURAL STEEL | 20,654 SF | $12 | $248k | 10% |
| 514E00050 SURFACE PREPARATION OF EXISTING STRUCTURAL STEEL | 20,654 SF | $12 | $248k | 10% |
| 848E10200 SUPERPLASTICIZED DENSE CONCRETE OVERLAY USING HYDR | 1,230 SY | $85 | $105k | 4% |
| 848E10200 SUPERPLASTICIZED DENSE CONCRETE OVERLAY USING HYDR | 1,230 SY | $85 | $105k | 4% |
| 624E10000 MOBILIZATION | 1 LS | $100,000 | $100k | 4% |
| 848E20001 SURFACE PREPARATION USING HYDRODEMOLITION, AS PER | 1,212 SY | $78 | $95k | 4% |
| 848E20001 SURFACE PREPARATION USING HYDRODEMOLITION, AS PER | 1,212 SY | $78 | $95k | 4% |
| 519E11101 PATCHING CONCRETE STRUCTURE, AS PER PLAN | 719 SF | $120 | $86k | 3% |
| 516E11210 STRUCTURAL EXPANSION JOINT INCLUDING ELASTOMERIC S | 86 FT | $1,000 | $86k | 3% |
| 516E11210 STRUCTURAL EXPANSION JOINT INCLUDING ELASTOMERIC S | 86 FT | $1,000 | $86k | 3% |