MO
Missouri DOT · Bid Tabulation
Contract 260618-H01
****(1): Job J9S3725 Route 114 STODDARD County. Bridge replacement and bridge deck replacement over Drainage Ditch #5 and Little River Drainage Ditch near Grayridge, the total length of improvement being 0.249 miles.
- County
- STODDARD
- Letting
- June 18, 2026
- Bidders
- 4
Apparent low bid
Robertson Contractors, Inc.
$2,490,038.13
Other bidders
Joe's Bridge & Grading, Inc.
$2,562,383.08
Louis-Company, LLC
$2,756,182.68
West Plains Bridge & Grading, LLC
$2,967,000.00
Bid Items - unit price and extension by bidder
| Item | Description | Qty | UOM | Robertson Contractors, Inc. $2,490,038.13 | Joe's Bridge & Grading, Inc. $2,562,383.08 | Louis-Company, LLC $2,756,182.68 | West Plains Bridge & Grading, LLC $2,967,000.00 | ||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Extension | Unit Price | Extension | Unit Price | Extension | Unit Price | Extension | ||||
| 2013000 | CLEARING AND GRUBBING | 4 | ACRE | $2,500.0000 | $10,000.00 | $2,000.0000 | $8,000.00 | $3,192.5700 | $12,770.28 | $2,200.0000 | $8,800.00 |
| 2022010 | REMOVAL OF IMPROVEMENTS | 1 | LS | $12,500.0000 | $12,500.00 | $28,000.0000 | $28,000.00 | $5,441.0400 | $5,441.04 | $30,000.0000 | $30,000.00 |
| 2031000 | CLASS A EXCAVATION | 11,557 | CUYD | $12.0000 | $138,684.00 | $12.0000 | $138,684.00 | $12.0900 | $139,724.13 | $20.0000 | $231,140.00 |
| 2036000 | COMPACTING EMBANKMENT | 854 | CUYD | $4.5000 | $3,843.00 | $6.0000 | $5,124.00 | $9.9700 | $8,514.38 | $40.0000 | $34,160.00 |
| 2061000 | CLASS 1 EXCAVATION | 70 | CUYD | $45.0000 | $3,150.00 | $21.0000 | $1,470.00 | $25.9100 | $1,813.70 | $55.0000 | $3,850.00 |
| 2063000 | CLASS 3 EXCAVATION | 60 | CUYD | $20.0000 | $1,200.00 | $24.0000 | $1,440.00 | $30.2300 | $1,813.80 | $42.0000 | $2,520.00 |
| 2064000 | POROUS BACKFILL | 171 | CUYD | $120.0000 | $20,520.00 | $92.0000 | $15,732.00 | $87.4300 | $14,950.53 | $145.0000 | $24,795.00 |
| 2101006A | SUBGRADE COMPACTION (6-INCH DEPTH) | 8 | 100F | $315.0000 | $2,520.00 | $800.0000 | $6,400.00 | $1,196.1800 | $9,569.44 | $820.0000 | $6,560.00 |
| 2160500 | REMOVAL OF BRIDGES | 1 | LS | $30,000.0000 | $30,000.00 | $40,000.0000 | $40,000.00 | $24,554.0000 | $24,554.00 | $25,000.0000 | $25,000.00 |
| 2162500 | REMOVAL OF EXISTING BRIDGE DECK | 8,288 | SQFT | $13.5000 | $111,888.00 | $15.0000 | $124,320.00 | $8.9900 | $74,509.12 | $14.5000 | $120,176.00 |
| 2169902 | MISC. REMOVAL OF EXISTING BEARINGS | 8 | EA | $600.0000 | $4,800.00 | $4,000.0000 | $32,000.00 | $3,400.6500 | $27,205.20 | $2,250.0000 | $18,000.00 |
| 3040506 | TYPE 5 AGGREGATE FOR BASE (6 IN. THICK) | 2,982 | SQYD | $18.0500 | $53,825.10 | $20.0000 | $59,640.00 | $14.6300 | $43,626.66 | $17.0000 | $50,694.00 |
| 3105003 | GRAVEL (A) OR CRUSHED STONE (B) | 2,582 | SQYD | $1.0000 | $2,582.00 | $12.0000 | $30,984.00 | $10.7300 | $27,704.86 | $11.5000 | $29,693.00 |
| 4019905 | MISC. Optional Pavement | 2,983 | SQYD | $59.5000 | $177,488.50 | $59.5000 | $177,488.50 | $74.9000 | $223,426.70 | $59.5000 | $177,488.50 |
| 5031011A | BRIDGE APPROACH SLAB (MINOR ROAD) | 268 | SQYD | $160.0000 | $42,880.00 | $120.0000 | $32,160.00 | $120.3700 | $32,259.16 | $115.0000 | $30,820.00 |
| 6061060 | MGS GUARDRAIL | 50 | LF | $53.3700 | $2,668.50 | $55.0000 | $2,750.00 | $67.1800 | $3,359.00 | $53.3700 | $2,668.50 |
| 6061069 | MGS BRIDGE APPROACH TRANSITION SECTION (REGULAR/NO CURB) | 1 | EA | $4,471.2900 | $4,471.29 | $4,500.0000 | $4,500.00 | $5,628.5200 | $5,628.52 | $4,471.2900 | $4,471.29 |
| 6063014 | TYPE A CRASHWORTHY END TERMINAL (MASH) | 1 | EA | $3,818.0800 | $3,818.08 | $3,818.0800 | $3,818.08 | $4,806.2400 | $4,806.24 | $3,818.0800 | $3,818.08 |
| 6063020 | TYPE C CRASHWORTHY END TERMINAL (MASH) | 7 | EA | $27,000.0000 | $189,000.00 | $26,000.0000 | $182,000.00 | $30,123.1900 | $210,862.33 | $23,929.8700 | $167,509.09 |
| 6113020 | FURNISHING TYPE 2 ROCK BLANKET | 1,317 | CUYD | $40.0000 | $52,680.00 | $47.0000 | $61,899.00 | $86.8800 | $114,420.96 | $70.0000 | $92,190.00 |
| 6113040 | PLACING TYPE 2 ROCK BLANKET | 1,317 | CUYD | $20.0000 | $26,340.00 | $30.0000 | $39,510.00 | $16.5300 | $21,770.01 | $30.0000 | $39,510.00 |
| 6149902 | MISC. FLAP GATE FOR 24 IN PIPE GROUP C | 2 | EA | $2,000.0000 | $4,000.00 | $1,200.0000 | $2,400.00 | $2,493.2000 | $4,986.40 | $1,750.0000 | $3,500.00 |
| 6161005 | CONSTRUCTION SIGNS | 602 | SQFT | $7.0000 | $4,214.00 | $7.0000 | $4,214.00 | $8.8100 | $5,303.62 | $8.0000 | $4,816.00 |
| 6161030 | TYPE 3 MOVEABLE BARRICADE | 24 | EA | $145.0000 | $3,480.00 | $145.0000 | $3,480.00 | $182.5300 | $4,380.72 | $155.0000 | $3,720.00 |
| 6161098A | CHANGEABLE MESSAGE SIGN WITHOUT COMMUNICATION INTERFACE, CONTRACTOR FURNISHED / RETAINED | 3 | EA | $2,400.0000 | $7,200.00 | $2,400.0000 | $7,200.00 | $3,021.1500 | $9,063.45 | $2,500.0000 | $7,500.00 |
| 6181000 | MOBILIZATION | 1 | LS | $130,000.0000 | $130,000.00 | $200,000.0000 | $200,000.00 | $109,984.5500 | $109,984.55 | $250,308.4000 | $250,308.40 |
| 6206000D | 4 IN. WHITE CLASS 1 PAVEMENT MARKING PAINT (18-MIL, TYPE P BEADS) | 2,634 | LF | $1.5000 | $3,951.00 | $1.5000 | $3,951.00 | $1.8900 | $4,978.26 | $1.0000 | $2,634.00 |
| 6206001D | 4 IN. YELLOW CLASS 1 PAVEMENT MARKING PAINT (18-MIL, TYPE P BEADS) | 1,138 | LF | $1.5000 | $1,707.00 | $1.5000 | $1,707.00 | $1.8900 | $2,150.82 | $1.0000 | $1,138.00 |
| 6240103A | PERMANENT EROSION CONTROL GEOTEXTILE | 1,976 | SQYD | $2.9000 | $5,730.40 | $3.2500 | $6,422.00 | $3.1500 | $6,224.40 | $3.5000 | $6,916.00 |
| 6269909 | MISC. Optional Rumble Strips | 18.5 | STA | $225.8100 | $4,177.49 | $165.0000 | $3,052.50 | $207.7000 | $3,842.45 | $400.0000 | $7,400.00 |
| 6274000 | CONTRACTOR FURNISHED SURVEYING AND STAKING | 1 | LS | $15,000.0000 | $15,000.00 | $8,000.0000 | $8,000.00 | $18,882.1700 | $18,882.17 | $50,000.0000 | $50,000.00 |
| 7021316 | GALVANIZED CAST-IN-PLACE CONCRETE PILES (16 IN) | 900 | LF | $185.0000 | $166,500.00 | $172.0000 | $154,800.00 | $212.4200 | $191,178.00 | $210.0000 | $189,000.00 |
| 7025001 | DYNAMIC PILE TESTING | 2 | EA | $4,900.0000 | $9,800.00 | $4,000.0000 | $8,000.00 | $5,664.6500 | $11,329.30 | $3,500.0000 | $7,000.00 |
| 7027000 | PILE POINT REINFORCEMENT | 12 | EA | $505.0000 | $6,060.00 | $1,500.0000 | $18,000.00 | $944.1100 | $11,329.32 | $1,500.0000 | $18,000.00 |
| 7032003 | CLASS B CONCRETE (SUBSTRUCTURE) | 27.8 | CUYD | $1,600.0000 | $44,480.00 | $1,500.0000 | $41,700.00 | $1,790.8900 | $49,786.74 | $1,500.0000 | $41,700.00 |
| 7034212 | SLAB ON STEEL | 892 | SQYD | $525.0000 | $468,300.00 | $450.0000 | $401,400.00 | $415.7900 | $370,884.68 | $500.0000 | $446,000.00 |
| 7034216 | TYPE H BARRIER | 648 | LF | $141.5000 | $89,521.00 | $136.5000 | $84,611.00 | $162.7600 | $94,433.12 | $167.5000 | $99,355.00 |
| 7034222 | SLAB ON CONCRETE BEAM | 228 | SQYD | $585.0000 | $133,380.00 | $575.0000 | $131,100.00 | $527.0500 | $120,167.40 | $820.0000 | $186,960.00 |
| 7040102 | SUBSTRUCTURE REPAIR (UNFORMED) | 190 | SQFT | $225.0000 | $42,750.00 | $65.0000 | $12,350.00 | $309.8100 | $58,863.90 | $60.0000 | $11,400.00 |
| 7056049 | 21 IN., PRESTRESSED CONCRETE SPREAD BOX BEAM | 243 | LF | $525.0000 | $127,575.00 | $515.0000 | $125,145.00 | $716.2700 | $174,053.61 | $575.0000 | $139,725.00 |
| 7110100 | PROTECTIVE COATING - CONCRETE BENTS AND PIERS (URETHANE) | 1 | LS | $51,020.1400 | $51,020.14 | $52,000.0000 | $52,000.00 | $64,224.7200 | $64,224.72 | $51,020.1400 | $51,020.14 |
| 7121000 | FABRICATED STRUCTURAL CARBON STEEL (MISC) | 800 | LB | $22.8000 | $18,240.00 | $24.0000 | $19,200.00 | $31.4100 | $25,128.00 | $46.5000 | $37,200.00 |
| 7121159 | SHEAR CONNECTORS | 2,232 | EA | $7.0000 | $15,624.00 | $8.0000 | $17,856.00 | $8.3800 | $18,704.16 | $6.0000 | $13,392.00 |
| 7123610 | SLAB DRAIN | 48 | EA | $480.0000 | $23,040.00 | $600.0000 | $28,800.00 | $485.9800 | $23,327.04 | $550.0000 | $26,400.00 |
| 7125200 | SURFACE PREPARATION FOR RECOATING STRUCTURAL STEEL | 600 | SQFT | $108.0000 | $64,800.00 | $178.0000 | $106,800.00 | $342.4000 | $205,440.00 | $85.0000 | $51,000.00 |
| 7125210 | FIELD APPLICATION OF INORGANIC ZINC PRIMER | 600 | SQFT | $36.0000 | $21,600.00 | $5.0000 | $3,000.00 | $6.2900 | $3,774.00 | $40.0000 | $24,000.00 |
| 7125397 | FINISHED FIELD COAT (SYSTEM L) | 800 | SQFT | $27.0000 | $21,600.00 | $3.0000 | $2,400.00 | $3.7800 | $3,024.00 | $41.1700 | $32,936.00 |
| 7151001 | VERTICAL DRAIN AT END BENTS | 2 | EA | $2,600.0000 | $5,200.00 | $2,000.0000 | $4,000.00 | $4,809.6500 | $9,619.30 | $2,000.0000 | $4,000.00 |
| 7161000 | PLAIN NEOPRENE BEARING PAD | 8 | EA | $280.0000 | $2,240.00 | $400.0000 | $3,200.00 | $196.6900 | $1,573.52 | $250.0000 | $2,000.00 |
| 7162000 | LAMINATED NEOPRENE BEARING PAD ASSEMBLY | 8 | EA | $3,600.0000 | $28,800.00 | $3,500.0000 | $28,000.00 | $3,613.2800 | $28,906.24 | $4,000.0000 | $32,000.00 |
| 7172001 | STRIP SEAL EXPANSION JOINT SYSTEM | 62 | LF | $680.0000 | $42,160.00 | $790.0000 | $48,980.00 | $740.1200 | $45,887.44 | $850.0000 | $52,700.00 |
| 7250424 | 24 IN. PIPE GROUP C | 170 | LF | $120.0000 | $20,400.00 | $65.0000 | $11,050.00 | $87.0200 | $14,793.40 | $110.0000 | $18,700.00 |
| 7322024A | BEVELED PIPE END TREATMENT FOR 24 IN. OR ALLOWED SUBSTITUTE PIPE | 2 | EA | $700.0000 | $1,400.00 | $750.0000 | $1,500.00 | $1,483.3500 | $2,966.70 | $2,135.0000 | $4,270.00 |
| 8059901 | MISC. SEEDING AND MULCHING - COOL SEASON GRASSES | 1 | LS | $5,500.0000 | $5,500.00 | $12,000.0000 | $12,000.00 | $6,294.0600 | $6,294.06 | $11,000.0000 | $11,000.00 |
| 8061016 | SEDIMENT REMOVAL | 26 | CUYD | $0.0100 | $0.26 | $10.0000 | $260.00 | $101.9900 | $2,651.74 | $10.0000 | $260.00 |
| 8061019 | SILT FENCE | 2,600 | LF | $2.2000 | $5,720.00 | $2.0000 | $5,200.00 | $3.7800 | $9,828.00 | $3.2000 | $8,320.00 |
| 8061050 | TYPE C BERM | 937 | LF | $0.0100 | $9.37 | $5.0000 | $4,685.00 | $31.4700 | $29,487.39 | $18.0000 | $16,866.00 |
Source: public Missouri DOT letting records, republished by BidTabs.us. Figures are reproduced as submitted at letting.
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