MO
Missouri DOT · Bid Tabulation
Contract 260515-C05
****(1): Job JKU0031 Route 9 CLAY County. Coldmill and resurface south bound lane from North Oak Trafficway to 10th Avenue in North Kansas City, the total length of improvement being 1.675 miles.****(2): Job JKU0465 Route 9 CLAY, JACKSON County. Coldmill and resurface from 10th Avenue to Admiral Boulevard in Kansas City, the total length of improvement being 1.489 miles.
- County
- CLAY, JACKSON
- Letting
- May 15, 2026
- Bidders
- 2
Apparent low bid
Ideker, Inc.
$1,803,685.46
Other bidders
Superior Bowen Asphalt Company, LLC
$1,862,604.98
Bid Items - unit price and extension by bidder
| Item | Description | Qty | UOM | Ideker, Inc. $1,803,685.46 | Superior Bowen Asphalt Company, LLC $1,862,604.98 | ||
|---|---|---|---|---|---|---|---|
| Unit Price | Extension | Unit Price | Extension | ||||
| 2022010 | REMOVAL OF IMPROVEMENTS | 1 | LS | $67,275.0000 | $67,275.00 | $11,000.0000 | $11,000.00 |
| 2071000 | LINEAR GRADING CLASS 1 | 0.3 | STA | $3,554.2700 | $1,066.28 | $3,554.2700 | $1,066.28 |
| 2153000 | SHAPING SLOPES, CLASS III | 14 | 100F | $1,000.0000 | $14,000.00 | $1,600.0000 | $22,400.00 |
| 3040143 | TYPE 1 AGGREGATE FOR BASE (4 IN. THICK) | 21 | SQYD | $9.2000 | $193.20 | $9.2000 | $193.20 |
| 4030020 | ASPHALTIC CONCRETE MIXTURE PG 76-22 (SP048FLP MIX) | 5,178.9 | TONS | $117.1800 | $605,280.96 | $128.5000 | $673,588.30 |
| 4079912 | MISC. MODIFIED TACK COAT | 15,694 | GAL | $4.7300 | $74,232.62 | $5.1000 | $80,039.40 |
| 5021108 | CONCRETE PAVEMENT ( 8 IN. NON-REINF) | 21.3 | SQYD | $161.0000 | $3,429.30 | $161.0000 | $3,429.30 |
| 6061060 | MGS GUARDRAIL | 1,975 | LF | $30.0000 | $59,250.00 | $30.0000 | $59,250.00 |
| 6061061 | MGS GUARDRAIL, 8 FT. POSTS, 6 FT. - 3 IN. SPACING | 1,688 | LF | $34.0000 | $57,392.00 | $35.0000 | $59,080.00 |
| 6061068 | MGS BRIDGE APPROACH TRANSITION SECTION (EXTENDED CURB) | 12 | EA | $3,883.0000 | $46,596.00 | $3,800.0000 | $45,600.00 |
| 6061080 | MGS END ANCHOR | 3 | EA | $1,492.0000 | $4,476.00 | $1,500.0000 | $4,500.00 |
| 6062202A | BRIDGE ANCHOR SECTION, 7.5 FT. POSTS (SAFETY BARRIER CURB) (ROADWAY AND REHABILITATION WORK ONLY) | 5 | EA | $2,781.0000 | $13,905.00 | $2,800.0000 | $14,000.00 |
| 6062304 | ASYMETRICAL TRANSITION SECTION, 7.5 FT. POSTS | 5 | EA | $586.0000 | $2,930.00 | $600.0000 | $3,000.00 |
| 6063014 | TYPE A CRASHWORTHY END TERMINAL (MASH) | 8 | EA | $3,167.0000 | $25,336.00 | $3,300.0000 | $26,400.00 |
| 6063017 | TYPE C CRASHWORTHY END TERMINAL | 1 | EA | $25,429.0000 | $25,429.00 | $25,000.0000 | $25,000.00 |
| 6131010 | FURNISHING AND PLACING CONCRETE MATERIAL FOR FULL DEPTH PAVEMENT REPAIR | 73.2 | SQYD | $733.3250 | $53,667.98 | $733.3250 | $53,667.98 |
| 6131012 | SUBGRADE COMPACTION (6 IN. DEPTH) (PAVEMENT REPAIR) | 24 | SQYD | $1.0000 | $24.00 | $1.0000 | $24.00 |
| 6131013 | TYPE 1 OR 5 AGGREGATE FOR BASE (4 IN. THICK) (PAVEMENT REPAIR) | 24 | SQYD | $1.0000 | $24.00 | $1.0000 | $24.00 |
| 6131014 | FULL DEPTH PAVEMENT REPAIR SAW CUT (FOR PERIMETER AND INTERNAL SAW CUTS) | 288 | LF | $1.4500 | $417.60 | $1.4500 | $417.60 |
| 6131015 | DOWEL BAR (DRILLING, FURNISHING AND INSTALLATION) FOR FULL DEPTH PAVEMENT REPAIR | 192 | EA | $7.8000 | $1,497.60 | $7.8000 | $1,497.60 |
| 6132018 | FURNISHING AND PLACING CONCRETE MATERIAL FOR CLASS A PARTIAL DEPTH PAVEMENT REPAIR | 117.4 | CUYD | $277.7000 | $32,601.98 | $277.7000 | $32,601.98 |
| 6132019 | REMOVAL FOR CLASS A PARTIAL DEPTH PAVEMENT REPAIR | 844.8 | SQYD | $148.0500 | $125,072.64 | $148.0500 | $125,072.64 |
| 6133020 | FURNISHING AND PLACING BITUMINOUS MATERIAL FOR CLASS C PARTIAL DEPTH PAVEMENT REPAIR | 99.5 | TONS | $368.7500 | $26,072.23 | $150.0000 | $14,925.00 |
| 6133021 | REMOVAL FOR CLASS C PARTIAL DEPTH PAVEMENT REPAIR | 358.2 | SQYD | $154.6600 | $51,332.43 | $205.0000 | $64,079.00 |
| 6161005 | CONSTRUCTION SIGNS | 2,976 | SQFT | $5.0000 | $14,880.00 | $5.0000 | $14,880.00 |
| 6161025 | CHANNELIZER (TRIM-LINE) | 400 | EA | $10.0000 | $4,000.00 | $10.0000 | $4,000.00 |
| 6161030 | TYPE 3 MOVEABLE BARRICADE | 22 | EA | $67.5000 | $1,500.00 | $67.5000 | $1,500.00 |
| 6161033 | DIRECTION INDICATOR BARRICADE | 140 | EA | $22.5000 | $3,150.00 | $22.5000 | $3,150.00 |
| 6161040 | FLASHING ARROW PANEL | 11 | EA | $550.0000 | $6,100.00 | $550.0000 | $6,100.00 |
| 6161055 | SEQUENTIAL FLASHING WARNING LIGHT | 140 | EA | $15.0000 | $2,100.00 | $15.0000 | $2,100.00 |
| 6161098A | CHANGEABLE MESSAGE SIGN WITHOUT COMMUNICATION INTERFACE, CONTRACTOR FURNISHED / RETAINED | 9 | EA | $1,250.0000 | $11,300.00 | $1,250.0000 | $11,300.00 |
| 6181000 | MOBILIZATION | 2 | LS | $128,328.3950 | $256,656.79 | $90,000.0000 | $180,000.00 |
| 6200009 | PREFORMED THERMOPLASTIC PAVEMENT MARKING, 6 IN. WHITE | 5,538 | LF | $6.0000 | $33,228.00 | $6.0000 | $33,228.00 |
| 6200015 | PREFORMED THERMOPLASTIC PAVEMENT MARKING, 24 IN. WHITE | 1,176 | LF | $20.0000 | $23,520.00 | $20.0000 | $23,520.00 |
| 6200021 | PREFORMED THERMOPLASTIC PAVEMENT MARKING, LEFT/RIGHT ARROW | 19 | EA | $300.0000 | $5,700.00 | $300.0000 | $5,700.00 |
| 6200024 | PREFORMED THERMOPLASTIC PAVEMENT MARKING, STRAIGHT ARROW | 5 | EA | $300.0000 | $1,500.00 | $300.0000 | $1,500.00 |
| 6200027 | PREFORMED THERMOPLASTIC PAVEMENT MARKING, COMBINATION STR/LT/RT | 2 | EA | $450.0000 | $900.00 | $450.0000 | $900.00 |
| 6205902B | 6 IN. WHITE CLASS 2 PAVEMENT MARKING PAINT (25-MIL, TYPE L BEADS) | 50,771 | LF | $0.2600 | $13,200.46 | $0.2600 | $13,200.46 |
| 6205903B | 6 IN. YELLOW CLASS 2 PAVEMENT MARKING PAINT (25-MIL, TYPE L BEADS) | 27,349 | LF | $0.2600 | $7,110.74 | $0.2600 | $7,110.74 |
| 6209901 | MISC. OPTIONAL TEMPORARY PAVEMENT MARKING PAINT | 2 | LS | $0.0100 | $0.02 | $1.0000 | $2.00 |
| 6221001 | COLDMILLING BITUMINOUS PAVEMENT FOR REMOVAL OF SURFACING (3 IN. THICK OR LESS) | 77,808 | SQYD | $1.3100 | $101,928.48 | $2.7500 | $218,425.50 |
| 6224010 | MODIFIED COLDMILLING (DEPTH TRANSITIONS) | 1,261 | SQYD | $20.1500 | $25,409.15 | $12.0000 | $15,132.00 |
Source: public Missouri DOT letting records, republished by BidTabs.us. Figures are reproduced as submitted at letting.
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