Cla-US 68-05.76
Clark County · est $1.4M
Bid dateThursday, November 18—
Clark County · est $1.4M
Published by ODOT on this contract’s Proposal PDF · DBE Goal: 9.0%
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 94 more items below.
| Item | Quantity | R1Great Lakes Construction CO | R2Brumbaugh Construction INC | R3Complete General Construction Company | R4Double Z Construction Company | R5Eagle Bridge CO | % of bid |
|---|---|---|---|---|---|---|---|
| 848E10100 LATEX MODIFIED CONCRETE OVERLAY USING HYDRODEMOLIT | 685 SY | $165 | $165 | $130 | $170 | $160 | 13% |
| 526E25011 REINFORCED CONCRETE APPROACH SLABS WITH QC/QA (T=1 | 280 SY | $295 | $275 | $370 | $288 | $300 | 10% |
| 514E00050 SURFACE PREPARATION OF EXISTING STRUCTURAL STEEL | 8,066 SF | $9.75 | $9.75 | $10.00 | $10.10 | $9.75 |
| Item | Quantity | R1Great Lakes Construction CO | R2Brumbaugh Construction INC | R3Complete General Construction Company | R4Double Z Construction Company | R5Eagle Bridge CO |
|---|---|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $10,000 | $10,000 | $6,000 | $3,600 | $7,500 |
| 202E23000 PAVEMENT REMOVED | 628 SY | $23.00 | $10.00 | $17.00 | $11.86 | $20.00 |
| 202E38000 GUARDRAIL REMOVED | 212.5 FT | $7.00 | $7.00 | $1.60 | $1.67 | $3.00 |
| 202E47000 BRIDGE TERMINAL ASSEMBLY REMOVED | 3 EACH |
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 →
| 9% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $70,000 | $50,000 | $92,000 | $60,000 | $70,000 | 8% |
| 514E00050 SURFACE PREPARATION OF EXISTING STRUCTURAL STEEL | 7,128 SF | $9.75 | $9.75 | $10.00 | $10.10 | $9.75 | 8% |
| 511E34412 CLASS QC2 CONCRETE WITH QC/QA, SUPERSTRUCTURE | 61 CY | $960 | $1,600 | $750 | $950 | $1,250 | 7% |
| 848E20001 SURFACE PREPARATION USING HYDRODEMOLITION, AS PER | 649 SY | $69.00 | $80.00 | $95.00 | $105 | $75.00 | 5% |
| 624E10000 MOBILIZATION | 1 LS | $40,000 | $40,000 | $40,000 | $40,000 | $40,000 | 5% |
| 302E46000 ASPHALT CONCRETE BASE, PG64-22 | 147 CY | $250 | $250 | $250 | $250 | $250 | 4% |
| 848E30100 LATEX MODIFIED CONCRETE OVERLAY (VARIABLE THICKNES | 49 CY | $710 | $775 | $700 | $610 | $725 | 4% |
| 442E20001 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 75 CY | $450 | $450 | $450 | $450 | $450 | 4% |
| 511E45710 CLASS QC1 CONCRETE, ABUTMENT | 42 CY | $780 | $750 | $990 | $800 | $1,350 | 4% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 1,550 FT | $16.00 | $23.00 | $16.00 | $21.00 | $20.00 | 3% |
| 509E25000 UNCOATED REINFORCING STEEL | 13,533 LB | $1.50 | $1.00 | $1.46 | $1.40 | $1.50 | 2% |
| 526E90010 TYPE A INSTALLATION | 100 FT | $200 | $150 | $160 | $230 | $225 | 2% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $20,000 | $10,000 | $10,000 | $8,000 | $35,000 | 2% |
| 516E47001 JACKING AND TEMPORARY SUPPORT OF SUPERSTRUCTURE, A | 1 LS | $19,000 | $14,750 | $14,750 | $40,000 | $20,000 | 2% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $18,500 | $62,145 | $40,000 | $40,000 | $56,000 | 2% |
| 618E40101 RUMBLE STRIPS, SHOULDER (ASPHALT CONCRETE), AS PER | 1,802 FT | $10.00 | $10.00 | $10.00 | $10.00 | $12.00 | 2% |
| 615E20000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS A | 250 SY | $72.00 | $80.00 | $65.00 | $120 | $100 | 2% |
| $350 |
| $350 |
| $75.00 |
| $78.39 |
| $150 |
| 202E75200 FENCE REMOVED FOR REUSE | 20 FT | $17.50 | $17.50 | $6.40 | $6.40 | $6.40 |
| 202E98100 REMOVAL MISC.: REMOVAL OF BRIDGE ID SIGN AND REERE | 1 EACH | $100 | $100 | $125 | $100 | $130 |
| 204E10000 SUBGRADE COMPACTION | 902 SY | $2.50 | $1.50 | $2.60 | $4.36 | $6.00 |
| 606E15050 GUARDRAIL, TYPE MGS | 150 FT | $28.25 | $28.25 | $33.80 | $35.33 | $33.80 |
| 606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 2 EACH | $2,550 | $2,550 | $2,920 | $3,052 | $2,920 |
| 606E35102 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 2 | 1 EACH | $775 | $775 | $680 | $711 | $680 |
| 607E23000 FENCE, TYPE CLT | 92 FT | $52.00 | $52.00 | $51.25 | $56.10 | $51.25 |
| 607E23004 FENCE REBUILT, TYPE CLT | 20 FT | $85.00 | $85.00 | $48.60 | $53.20 | $48.60 |
| 659E10000 SEEDING AND MULCHING | 1,100 SY | $2.50 | $2.00 | $2.75 | $2.75 | $5.00 |
| 659E14000 REPAIR SEEDING AND MULCHING | 55 SY | $2.50 | $2.00 | $2.75 | $2.75 | $2.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.15 TON | $1,200 | $1,000 | $800 | $800 | $1,250 |
| 659E35000 WATER | 6 MGAL | $1.00 | $5.00 | $1.00 | $1.00 | $10.00 |
| 832E30000 EROSION CONTROL | 4,500 EACH | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 |
| 605E31100 AGGREGATE DRAINS | 66 FT | $9.00 | $12.00 | $20.00 | $20.51 | $15.00 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 1 1/2 DEPTH | 642 SY | $7.00 | $7.00 | $7.00 | $7.00 | $14.00 |
| 304E20000 AGGREGATE BASE | 149 CY | $100 | $95.00 | $80.00 | $60.00 | $95.00 |
| 407E10000 TACK COAT | 151 GAL | $3.00 | $3.00 | $3.00 | $3.00 | $3.00 |
| 609E24510 CURB, TYPE 4-C | 38 FT | $50.00 | $75.00 | $52.00 | $45.00 | $80.00 |
| 617E10100 COMPACTED AGGREGATE | 8 CY | $215 | $120 | $130 | $250 | $125 |
| 618E40100 RUMBLE STRIPS, SHOULDER (ASPHALT CONCRETE) | 2,343 FT | $2.28 | $2.50 | $2.30 | $1.58 | $4.00 |
| 625E00450 CONNECTION, FUSED PULL APART | 2 EACH | $110 | $132 | $135 | $132 | $125 |
| 625E00460 CONNECTION, UNFUSED PULL APART | 2 EACH | $110 | $132 | $143 | $132 | $125 |
| 625E23000 NO. 4 AWG 600 VOLT DISTRIBUTION CABLE | 726 FT | $4.00 | $4.92 | $4.00 | $4.92 | $2.65 |
| 625E25400 CONDUIT, 2", 725.04 | 60 FT | $64.00 | $26.55 | $88.00 | $26.55 | $17.00 |
| 625E25910 CONDUIT CLEANED AND CABLES REMOVED | 294 FT | $1.00 | $3.31 | $2.20 | $3.31 | $3.50 |
| 625E29000 TRENCH | 60 FT | $22.00 | $10.99 | $7.00 | $10.99 | $10.25 |
| 625E30700 PULL BOX, 725.08, 18" | 2 EACH | $1,150 | $855 | $1,000 | $855 | $835 |
| 625E31510 PULL BOX REMOVED | 2 EACH | $200 | $379 | $450 | $379 | $450 |
| 625E75800 DISCONNECT CIRCUIT | 1 EACH | $112 | $440 | $410 | $440 | $601 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 5 EACH | $20.65 | $25.00 | $36.00 | $10.00 | $15.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2 (ONE-WAY) | 6 EACH | $14.50 | $14.50 | $7.50 | $10.00 | $7.50 |
| 642E00100 EDGE LINE, 4", TYPE 1 | 0.22 MILE | $6,040 | $6,040 | $6,040 | $6,040 | $6,040 |
| 642E00300 CENTER LINE, TYPE 1 | 0.11 MILE | $6,585 | $6,585 | $6,585 | $6,585 | $6,585 |
| 646E10010 EDGE LINE, 6" | 0.54 MILE | $6,720 | $6,720 | $6,720 | $6,720 | $6,720 |
| 646E10110 LANE LINE, 6" | 0.54 MILE | $4,420 | $4,420 | $4,420 | $4,420 | $4,420 |
| 646E20504 DOTTED LINE, 6" | 583 FT | $3.50 | $3.50 | $3.50 | $3.50 | $3.50 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 80 HOUR | $70.00 | $75.00 | $80.00 | $71.46 | $85.00 |
| 614E12380 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $1,950 | $2,100 | $2,100 | $2,400 | $2,145 |
| 614E12384 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $1,950 | $2,150 | $2,150 | $2,450 | $2,145 |
| 614E12420 DETOUR SIGNING | 1 LS | $3,125 | $11,570 | $11,570 | $10,500 | $10,000 |
| 614E12740 WORK ZONE LIGHTING SYSTEM | 2 EACH | $6,950 | $7,155 | $500 | $700 | $2,000 |
| 614E13310 BARRIER REFLECTOR, TYPE 1(BIDIRECTIONAL) | 11 EACH | $6.25 | $18.00 | $18.00 | $10.00 | $10.00 |
| 614E13310 BARRIER REFLECTOR, TYPE 1(ONE WAY) | 26 EACH | $6.25 | $15.00 | $15.00 | $10.00 | $12.00 |
| 614E13350 OBJECT MARKER, ONE WAY | 26 EACH | $16.35 | $16.00 | $16.00 | $14.00 | $12.00 |
| 614E13360 OBJECT MARKER, TWO WAY | 11 EACH | $16.35 | $21.00 | $21.00 | $14.00 | $15.00 |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 2 SNMT | $750 | $1,050 | $900 | $1,250 | $1,050 |
| 614E22200 WORK ZONE EDGE LINE, CLASS I, 4", 740.06, TYPE I | 1.55 MILE | $7,025 | $6,600 | $6,600 | $6,600 | $7,500 |
| 614E24400 WORK ZONE DOTTED LINE, CLASS I, 4", 740.06, TYPE I | 809 FT | $1.35 | $2.00 | $2.00 | $2.00 | $1.50 |
| 614E26400 WORK ZONE STOP LINE, CLASS I, 740.06, TYPE I | 24 FT | $5.50 | $10.50 | $10.50 | $10.50 | $10.00 |
| 615E10000 ROADS FOR MAINTAINING TRAFFIC | 1 LS | $16,500 | $3,500 | $10,000 | $13,250 | $6,500 |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $2,000 | $4,000 | $3,000 | $8,000 | $10,000 |
| 514E00056 FIELD PAINTING OF EXISTING STRUCTURAL STEEL, PRIME | 7,128 SF | $1.95 | $1.95 | $5.00 | $5.05 | $1.95 |
| 514E00060 FIELD PAINTING STRUCTURAL STEEL, INTERMEDIATE COAT | 7,128 SF | $2.00 | $2.00 | $3.50 | $3.54 | $2.00 |
| 514E00066 FIELD PAINTING STRUCTURAL STEEL, FINISH COAT | 7,128 SF | $2.00 | $2.00 | $1.00 | $1.01 | $2.00 |
| 514E00504 GRINDING FINS, TEARS, SLIVERS ON EXISTING STRUCTUR | 11 MNHR | $120 | $120 | $150 | $152 | $120 |
| 514E10000 FINAL INSPECTION REPAIR | 7 EACH | $150 | $150 | $200 | $202 | $150 |
| 516E44001 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 10 EACH | $1,055 | $1,000 | $892 | $1,150 | $1,250 |
| 516E47001 JACKING AND TEMPORARY SUPPORT OF SUPERSTRUCTURE, A | 1 LS | $10,250 | $10,250 | $10,250 | $26,500 | $10,500 |
| 518E12900 SCUPPER, LENGTHENING | 16 EACH | $385 | $500 | $360 | $335 | $750 |
| 519E11101 PATCHING CONCRETE STRUCTURE, AS PER PLAN | 30 SF | $148 | $260 | $148 | $148 | $150 |
| 202E22900 APPROACH SLAB REMOVED | 191 SY | $45.00 | $55.00 | $45.00 | $39.00 | $65.00 |
| 202E23500 WEARING COURSE REMOVED | 191 SY | $10.00 | $6.00 | $10.00 | $9.00 | $22.00 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $16,000 | $35,000 | $16,000 | $12,000 | $25,000 |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $15,000 | $25,000 | $20,000 | $12,000 | $45,000 |
| 509E20001 REINFORCING STEEL, REPLACEMENT OF EXISTING REINFOR | 100 LB | $4.00 | $1.00 | $2.55 | $2.00 | $1.50 |
| 509E25001 UNCOATED REINFORCING STEEL, AS PER PLAN | 1,254 LB | $3.00 | $2.00 | $1.55 | $3.61 | $1.50 |
| 510E10000 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | 334 EACH | $16.00 | $15.00 | $15.00 | $22.00 | $20.00 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 199 SY | $23.50 | $35.00 | $23.50 | $23.50 | $23.50 |
| 514E00056 FIELD PAINTING OF EXISTING STRUCTURAL STEEL, PRIME | 8,066 SF | $1.95 | $1.95 | $5.00 | $5.05 | $1.95 |
| 514E00060 FIELD PAINTING STRUCTURAL STEEL, INTERMEDIATE COAT | 8,066 SF | $2.00 | $2.00 | $3.50 | $3.54 | $2.00 |
| 514E00066 FIELD PAINTING STRUCTURAL STEEL, FINISH COAT | 8,066 SF | $2.00 | $2.00 | $1.00 | $1.01 | $2.00 |
| 514E00504 GRINDING FINS, TEARS, SLIVERS ON EXISTING STRUCTUR | 13 MNHR | $120 | $120 | $150 | $152 | $120 |
| 514E10000 FINAL INSPECTION REPAIR | 7 EACH | $150 | $150 | $200 | $202 | $150 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 13 SF | $20.00 | $8.00 | $12.00 | $15.00 | $10.00 |
| 516E13900 2" PREFORMED EXPANSION JOINT FILLER | 104 SF | $20.00 | $10.00 | $13.00 | $15.00 | $12.00 |
| 516E14020 SEMI-INTEGRAL ABUTMENT EXPANSION JOINT SEAL | 121 FT | $25.00 | $35.00 | $45.00 | $22.00 | $36.00 |
| 516E31011 2" DEEP JOINT SEALER, AS PER PLAN | 97 FT | $18.00 | $20.00 | $22.50 | $37.00 | $23.00 |
| 516E44001 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 12 EACH | $995 | $900 | $740 | $1,100 | $1,150 |
| 518E12900 SCUPPER, LENGTHENING | 16 EACH | $385 | $500 | $400 | $335 | $750 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 67 CY | $100 | $65.00 | $94.00 | $96.00 | $125 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 146 FT | $15.00 | $13.50 | $8.00 | $10.00 | $12.00 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 38 FT | $25.00 | $13.50 | $16.00 | $15.00 | $30.00 |
| 519E11101 PATCHING CONCRETE STRUCTURE, AS PER PLAN | 23 SF | $155 | $240 | $155 | $155 | $200 |
| 848E50000 HAND CHIPPING | 81 SY | $40.00 | $50.00 | $65.00 | $75.00 | $65.00 |
| 848E50100 TEST SLAB | 1 LS | $2,000 | $750 | $4,000 | $700 | $5,000 |
| 848E50200 FULL-DEPTH REPAIR | 1 CY | $1,850 | $1,000 | $1,500 | $2,000 | $2,250 |
| 848E50320 EXISTING CONCRETE OVERLAY REMOVED, (1 3/4" THICK) | 649 SY | $12.00 | $9.00 | $10.00 | $20.00 | $22.00 |
| 848E50340 REMOVAL OF DEBONDED OR DETERIORATED EXISTING VARIA | 41 SY | $40.00 | $40.00 | $55.00 | $95.00 | $65.00 |
| 619E16010 FIELD OFFICE, TYPE B | 5 MNTH | $1,555 | $600 | $2,500 | $1,500 | $2,000 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $3,000 | $6,000 | $2,500 | $8,000 | $10,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 848E10100 LATEX MODIFIED CONCRETE OVERLAY USING HYDRODEMOLIT | 685 SY | $165 | $113k | 9% |
| 526E25011 REINFORCED CONCRETE APPROACH SLABS WITH QC/QA (T=1 | 280 SY | $295 | $83k | 6% |
| 514E00050 SURFACE PREPARATION OF EXISTING STRUCTURAL STEEL | 8,066 SF | $9.75 | $79k | 6% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $70,000 | $70k | 5% |
| 514E00050 SURFACE PREPARATION OF EXISTING STRUCTURAL STEEL | 7,128 SF | $9.75 | $69k | 5% |
| 511E34412 CLASS QC2 CONCRETE WITH QC/QA, SUPERSTRUCTURE | 61 CY | $960 | $59k | 5% |
| 848E20001 SURFACE PREPARATION USING HYDRODEMOLITION, AS PER | 649 SY | $69 | $45k | 4% |
| 624E10000 MOBILIZATION | 1 LS | $40,000 | $40k | 3% |
| 302E46000 ASPHALT CONCRETE BASE, PG64-22 | 147 CY | $250 | $37k | 3% |
| 848E30100 LATEX MODIFIED CONCRETE OVERLAY (VARIABLE THICKNES | 49 CY | $710 | $35k | 3% |