MO
Missouri DOT · Bid Tabulation
Contract 260618-D05
****(1): Job JCD0204 Route 63 BOONE County. Pavement widening at Route CC near Sturgeon, the total length of improvement being 3.072 miles.
- County
- BOONE
- Letting
- June 18, 2026
- Bidders
- 4
Apparent low bid
Capital Paving & Construction, LLC
$1,510,984.15
Other bidders
Emery Sapp & Sons, Inc.
$1,789,105.05
Hardy Construction, LLC
$1,801,591.65
Don Schnieders Excavating Company, Inc.
$2,374,321.92
Bid Items - unit price and extension by bidder
| Item | Description | Qty | UOM | Capital Paving & Construction, LLC $1,510,984.15 | Emery Sapp & Sons, Inc. $1,789,105.05 | Hardy Construction, LLC $1,801,591.65 | Don Schnieders Excavating Company, Inc. $2,374,321.92 | ||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Extension | Unit Price | Extension | Unit Price | Extension | Unit Price | Extension | ||||
| 2022010 | REMOVAL OF IMPROVEMENTS | 1 | LS | $62,825.7900 | $62,825.79 | $85,000.0000 | $85,000.00 | $96,900.0000 | $96,900.00 | $137,400.0000 | $137,400.00 |
| 2063000 | CLASS 3 EXCAVATION | 25 | CUYD | $41.1700 | $1,029.25 | $21.0000 | $525.00 | $26.5000 | $662.50 | $75.2000 | $1,880.00 |
| 2072000 | LINEAR GRADING CLASS 2 | 85.6 | STA | $1,246.5800 | $106,707.25 | $2,200.0000 | $188,320.00 | $1,900.0000 | $162,640.00 | $2,715.0000 | $232,404.00 |
| 3040506 | TYPE 5 AGGREGATE FOR BASE (6 IN. THICK) | 9,180 | SQYD | $15.5900 | $143,116.20 | $17.0000 | $156,060.00 | $22.0000 | $201,960.00 | $21.3000 | $195,534.00 |
| 4010101 | 8 INCHES, BITUMINOUS PAVEMENT | 1,308.3 | SQYD | $65.0000 | $85,039.50 | $72.0000 | $94,197.60 | $65.0000 | $85,039.50 | $65.0000 | $85,039.50 |
| 4011209 | BITUMINOUS PAVEMENT MIXTURE PG64-22, (BP-1) | 379.3 | TONS | $160.0000 | $60,688.00 | $176.0000 | $66,756.80 | $160.0000 | $60,688.00 | $160.0000 | $60,688.00 |
| 4019905 | MISC. 8 IN. OPTIONAL PAVEMENT | 7,872.3 | SQYD | $65.0000 | $511,699.50 | $72.0000 | $566,805.60 | $65.0000 | $511,699.50 | $110.0000 | $865,953.00 |
| 4071007 | TACK COAT - NON-TRACKING | 350 | GAL | $3.6000 | $1,260.00 | $4.0000 | $1,400.00 | $3.6000 | $1,260.00 | $3.6000 | $1,260.00 |
| 6044011 | PIPE COLLAR, TYPE A | 1 | EA | $735.4200 | $735.42 | $3,100.0000 | $3,100.00 | $3,900.0000 | $3,900.00 | $2,500.0000 | $2,500.00 |
| 6097000 | ROCK LINING | 3 | CUYD | $111.8600 | $335.58 | $155.0000 | $465.00 | $200.0000 | $600.00 | $350.0000 | $1,050.00 |
| 6161099 | CHANGEABLE MESSAGE SIGN WITH COMMUNICATION INTERFACE, CONTRACTOR FURNISHED / RETAINED | 4 | EA | $4,118.8300 | $16,475.32 | $2,750.0000 | $11,000.00 | $2,500.0000 | $10,000.00 | $2,400.0000 | $9,600.00 |
| 6169901 | MISC. LUMP SUM TEMPORARY TRAFFIC CONTROL | 1 | LS | $16,000.0000 | $16,000.00 | $20,000.0000 | $20,000.00 | $16,000.0000 | $16,000.00 | $20,072.0000 | $20,072.00 |
| 6181000 | MOBILIZATION | 1 | LS | $166,068.9600 | $166,068.96 | $180,000.0000 | $180,000.00 | $255,000.0000 | $255,000.00 | $370,000.0000 | $370,000.00 |
| 6181020 | ADDITIONAL MOBILIZATION FOR SEEDING | 1 | EA | $600.0000 | $600.00 | $600.0000 | $600.00 | $600.0000 | $600.00 | $600.0000 | $600.00 |
| 6191000 | PAVEMENT EDGE TREATMENT | 5,012 | LF | $1.0000 | $5,012.00 | $2.5000 | $12,530.00 | $6.7500 | $33,831.00 | $8.8000 | $44,105.60 |
| 6205902B | 6 IN. WHITE CLASS 2 PAVEMENT MARKING PAINT (25-MIL, TYPE L BEADS) | 12,865 | LF | $0.6600 | $8,490.90 | $0.7500 | $9,648.75 | $0.6600 | $8,490.90 | $0.7500 | $9,648.75 |
| 6205903B | 6 IN. YELLOW CLASS 2 PAVEMENT MARKING PAINT (25-MIL, TYPE L BEADS) | 1,541 | LF | $0.6600 | $1,017.06 | $0.7500 | $1,155.75 | $0.6600 | $1,017.06 | $1.5000 | $2,311.50 |
| 6206001D | 4 IN. YELLOW CLASS 1 PAVEMENT MARKING PAINT (18-MIL, TYPE P BEADS) | 164 | LF | $2.0000 | $328.00 | $2.2000 | $360.80 | $2.0000 | $328.00 | $2.0000 | $328.00 |
| 6206108B | 8 IN. WHITE CLASS 1 PAVEMENT MARKING PAINT (18-MIL, TYPE P BEADS) | 74 | LF | $5.0000 | $370.00 | $5.5000 | $407.00 | $5.0000 | $370.00 | $4.0000 | $296.00 |
| 6221001 | COLDMILLING BITUMINOUS PAVEMENT FOR REMOVAL OF SURFACING (3 IN. THICK OR LESS) | 4,176 | SQYD | $5.0000 | $20,880.00 | $5.5000 | $22,968.00 | $5.0000 | $20,880.00 | $5.0000 | $20,880.00 |
| 6261000A | BITUMINOUS SHOULDER RUMBLE STRIP | 15 | STA | $650.0000 | $9,750.00 | $220.0000 | $3,300.00 | $200.0000 | $3,000.00 | $900.0000 | $13,500.00 |
| 6274000 | CONTRACTOR FURNISHED SURVEYING AND STAKING | 1 | LS | $7,000.0000 | $7,000.00 | $35,000.0000 | $35,000.00 | $25,000.0000 | $25,000.00 | $15,000.0000 | $15,000.00 |
| 7250418 | 18 IN. PIPE GROUP C | 80 | LF | $88.9500 | $7,116.00 | $110.0000 | $8,800.00 | $125.0000 | $10,000.00 | $75.0000 | $6,000.00 |
| 7261024 | 24 IN. PIPE GROUP A | 9 | LF | $212.0300 | $1,908.27 | $250.0000 | $2,250.00 | $108.0000 | $972.00 | $200.0000 | $1,800.00 |
| 7320624A | 24 IN. OR ALLOWED SUBSTITUTE GROUP A FLARED END SECTION | 1 | EA | $716.4700 | $716.47 | $950.0000 | $950.00 | $1,400.0000 | $1,400.00 | $820.0000 | $820.00 |
| 7320818A | 18 IN. OR ALLOWED SUBSTITUTE GROUP C FLARED END SECTION | 2 | EA | $393.9700 | $787.94 | $565.0000 | $1,130.00 | $825.0000 | $1,650.00 | $540.0000 | $1,080.00 |
| 8025006 | MULCHING | 4.2 | ACRE | $1,300.0000 | $5,460.00 | $1,450.0000 | $6,090.00 | $1,950.0000 | $8,190.00 | $1,300.0000 | $5,460.00 |
| 8051000A | SEEDING - COOL SEASON GRASSES | 4.2 | ACRE | $1,300.0000 | $5,460.00 | $1,450.0000 | $6,090.00 | $1,900.0000 | $7,980.00 | $1,300.0000 | $5,460.00 |
| 8061004 | SEDIMENT TRAP ROCK | 15 | CUYD | $105.1100 | $1,576.65 | $180.0000 | $2,700.00 | $225.0000 | $3,375.00 | $100.0000 | $1,500.00 |
| 8061005 | ROCK DITCH CHECK | 198 | LF | $30.0000 | $5,940.00 | $33.0000 | $6,534.00 | $25.0000 | $4,950.00 | $30.0000 | $5,940.00 |
| 8061016 | SEDIMENT REMOVAL | 118 | CUYD | $51.0500 | $6,023.90 | $42.5000 | $5,015.00 | $75.0000 | $8,850.00 | $20.0000 | $2,360.00 |
| 8061019 | SILT FENCE | 8,065 | LF | $2.5000 | $20,162.50 | $2.7500 | $22,178.75 | $2.6000 | $20,969.00 | $2.5000 | $20,162.50 |
| 9011062 | LIGHTING POLE, 45 FT. OR 13.5 M, TYPE AT DESIGN 2 | 5 | EA | $2,837.0000 | $14,185.00 | $3,135.0000 | $15,675.00 | $4,200.0000 | $21,000.00 | $4,200.0000 | $21,000.00 |
| 9011115 | BRACKET ARM, 15 FT. OR 4.6 M | 5 | EA | $1,220.0000 | $6,100.00 | $1,350.0000 | $6,750.00 | $1,200.0000 | $6,000.00 | $1,250.0000 | $6,250.00 |
| 9011312 | LUMINAIRE, LED-B | 5 | EA | $525.0000 | $2,625.00 | $580.0000 | $2,900.00 | $560.0000 | $2,800.00 | $560.0000 | $2,800.00 |
| 9012230 | BASE MOUNTED CONTROL STATION 240 VOLT - 4 CIRCUIT | 1 | EA | $8,000.0000 | $8,000.00 | $8,840.0000 | $8,840.00 | $13,000.0000 | $13,000.00 | $13,000.0000 | $13,000.00 |
| 9013002 | CONDUIT, 2 IN. RIGID, IN TRENCH | 23 | LF | $1.0000 | $23.00 | $5.0000 | $115.00 | $25.0000 | $575.00 | $25.0000 | $575.00 |
| 9013004 | CONDUIT, 4 IN. RIGID, IN TRENCH | 16 | LF | $40.0000 | $640.00 | $44.0000 | $704.00 | $30.0000 | $480.00 | $30.0000 | $480.00 |
| 9014003 | CONDUIT, 3 IN. RIGID, PUSHED | 270 | LF | $50.0000 | $13,500.00 | $55.0000 | $14,850.00 | $25.0000 | $6,750.00 | $25.0000 | $6,750.00 |
| 9015010 | TRENCHING TYPE I | 4,287 | LF | $10.0000 | $42,870.00 | $11.0000 | $47,157.00 | $10.0000 | $42,870.00 | $10.0000 | $42,870.00 |
| 9016110 | PULL BOX, PREFORMED CLASS 1 | 6 | EA | $1,219.0000 | $7,314.00 | $1,350.0000 | $8,100.00 | $1,950.0000 | $11,700.00 | $1,950.0000 | $11,700.00 |
| 9016111 | PULL BOX, PREFORMED CLASS 2 | 7 | EA | $1,843.0000 | $12,901.00 | $2,035.0000 | $14,245.00 | $2,700.0000 | $18,900.00 | $2,700.0000 | $18,900.00 |
| 9017110 | CABLE, 10 AWG 1 CONDUCTOR, POLE AND BRACKET | 600 | LF | $1.0000 | $600.00 | $1.1000 | $660.00 | $1.0000 | $600.00 | $1.0000 | $600.00 |
| 9017407 | CABLE-CONDUIT, 1 IN., 2 CONDUCTORS AND 1 BARE NEUTRAL, 8 AWG | 5,000 | LF | $9.5000 | $47,500.00 | $10.5000 | $52,500.00 | $5.5000 | $27,500.00 | $5.5000 | $27,500.00 |
| 9018245 | POLE FOUNDATION (45 FT. OR 13.5 M MOUNTING HEIGHT) | 5 | EA | $1,250.0000 | $6,250.00 | $1,380.0000 | $6,900.00 | $2,919.0000 | $14,595.00 | $2,919.0000 | $14,595.00 |
| 9018612 | POWER SUPPLY ASSEMBLY, TYPE 2, 240/120 VOLT SERVICE, LIGHTING ONLY | 1 | EA | $13,150.0000 | $13,150.00 | $14,500.0000 | $14,500.00 | $12,000.0000 | $12,000.00 | $12,000.0000 | $12,000.00 |
| 9028202 | CABLE, 2 AWG 1 CONDUCTOR, POWER | 110 | LF | $1.0000 | $110.00 | $2.0000 | $220.00 | $6.0000 | $660.00 | $6.0000 | $660.00 |
| 9031010 | CONCRETE FOOTINGS, EMBEDDED | 2 | CUYD | $1,466.6600 | $2,933.32 | $1,935.0000 | $3,870.00 | $1,466.6600 | $2,933.32 | $1,467.0000 | $2,934.00 |
| 9031210 | STRUCTURAL STEEL POSTS | 1,230 | LB | $6.2100 | $7,638.30 | $7.5000 | $9,225.00 | $5.6600 | $6,961.80 | $5.7000 | $7,011.00 |
| 9031220 | PIPE POSTS | 620 | LB | $6.1400 | $3,806.80 | $6.5000 | $4,030.00 | $6.1400 | $3,806.80 | $6.1400 | $3,806.80 |
| 9031241 | BREAKAWAY ASSEMBLY (PERFORATED SQUARE STEEL TUBE) | 4 | EA | $720.0000 | $2,880.00 | $500.0000 | $2,000.00 | $720.0000 | $2,880.00 | $720.0000 | $2,880.00 |
| 9031256 | 7 FT. CHANNEL POST DELINEATOR, WHITE | 16 | EA | $131.1100 | $2,097.76 | $55.0000 | $880.00 | $131.1100 | $2,097.76 | $131.1100 | $2,097.76 |
| 9031270A | 2 IN. PSST POST - 12 GA. | 384 | LF | $14.1800 | $5,445.12 | $24.0000 | $9,216.00 | $14.1800 | $5,445.12 | $14.1800 | $5,445.12 |
| 9031274 | CONCRETE POST ANCHOR FOR 2 IN. PSST. - 7 GA. | 24 | EA | $147.8400 | $3,548.16 | $276.0000 | $6,624.00 | $147.8400 | $3,548.16 | $147.8400 | $3,548.16 |
| 9031280 | 2.5 IN. PSST POST - 12 GA. | 144 | LF | $23.0900 | $3,324.96 | $28.0000 | $4,032.00 | $23.0900 | $3,324.96 | $23.0900 | $3,324.96 |
| 9031285 | CONCRETE POST ANCHOR FOR 2.5 IN. PSST. - 7 GA. | 9 | EA | $275.5500 | $2,479.95 | $300.0000 | $2,700.00 | $275.5500 | $2,479.95 | $275.5500 | $2,479.95 |
| 9035004A | SH-FLAT SHEET | 282 | SQFT | $17.5000 | $4,935.00 | $28.0000 | $7,896.00 | $17.5000 | $4,935.00 | $17.5000 | $4,935.00 |
| 9035011A | ST-STRUCTURAL | 552 | SQFT | $23.9100 | $13,198.32 | $39.0000 | $21,528.00 | $23.9100 | $13,198.32 | $23.9100 | $13,198.32 |
| 9035069A | SHF-FLAT SHEET FLUORESCENT | 50 | SQFT | $46.9600 | $2,348.00 | $33.0000 | $1,650.00 | $46.9600 | $2,348.00 | $46.9600 | $2,348.00 |
Source: public Missouri DOT letting records, republished by BidTabs.us. Figures are reproduced as submitted at letting.
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