MO
Missouri DOT · Bid Tabulation
Contract 260618-F01
****(1): Job J6I3020D Route I-270 ST LOUIS County. Bridge replacement, 2 walls, add pavement widening and ADA from west of Lilac Avenue to Riverview Drive in St. Louis, the total length of improvement being 0.938 miles.****(2): Job J6I3580B Route I-270 ST LOUIS County. Coldmill and resurface from west of Route 367 to east of Lilac Avenue in St. Louis, the total length of improvement being 2.375 miles.****(3): Job JSL0021 Route I-270 ST LOUIS County. 4 Bridge replacements, 2 walls and pavement widening from west of Route 367 to east of Bellefontaine Road in St. Louis, the total length of improvement being 1.719 miles.
- County
- ST LOUIS
- Letting
- June 18, 2026
- Bidders
- 4
Apparent low bid
Millstone Weber, LLC
$40,763,060.70
Other bidders
Kozeny-Wagner, Inc.
$44,000,000.00
Gershenson Construction Co., Inc.
$45,440,249.02
KCI Construction Company
$45,927,036.70
Bid Items - unit price and extension by bidder
| Item | Description | Qty | UOM | Millstone Weber, LLC $40,763,060.70 | Kozeny-Wagner, Inc. $44,000,000.00 | Gershenson Construction Co., Inc. $45,440,249.02 | KCI Construction Company $45,927,036.70 | ||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Extension | Unit Price | Extension | Unit Price | Extension | Unit Price | Extension | ||||
| 2013000 | CLEARING AND GRUBBING | 11 | ACRE | $10,815.0000 | $118,755.00 | $7,115.0000 | $78,150.00 | $26,250.0000 | $265,000.00 | $9,250.0000 | $104,000.00 |
| 2022010 | REMOVAL OF IMPROVEMENTS | 3 | LS | $463,933.3333 | $1,391,800.00 | $1,050,139.7833 | $3,150,419.35 | $721,533.3333 | $2,164,600.00 | $661,860.8833 | $1,985,582.65 |
| 2024043 | REMOVAL OF MISCELLANEOUS ACM (NON-FRIABLE) | 16 | SQFT | $425.0000 | $6,800.00 | $425.0000 | $6,800.00 | $500.0000 | $8,000.00 | $425.0000 | $6,800.00 |
| 2035000 | UNCLASSIFIED EXCAVATION | 46,264 | CUYD | $20.2250 | $935,485.35 | $34.7500 | $1,607,382.50 | $29.0500 | $1,351,023.50 | $31.5000 | $1,456,733.00 |
| 2035500 | EMBANKMENT IN PLACE | 3,715 | CUYD | $5.3500 | $19,875.25 | $30.0000 | $111,450.00 | $14.6000 | $54,239.00 | $33.0000 | $122,595.00 |
| 2036000 | COMPACTING EMBANKMENT | 35,498 | CUYD | $5.9500 | $209,363.90 | $6.0000 | $212,988.00 | $10.8500 | $387,156.60 | $10.0000 | $361,144.00 |
| 2037075 | COMPACTING IN CUT | 297.2 | STA | $324.0000 | $95,510.20 | $580.0000 | $177,966.00 | $196.5000 | $37,549.10 | $400.0000 | $118,880.00 |
| 2061000 | CLASS 1 EXCAVATION | 170 | CUYD | $134.0000 | $22,780.00 | $77.0000 | $13,090.00 | $150.0000 | $25,500.00 | $157.5000 | $26,775.00 |
| 2063000 | CLASS 3 EXCAVATION | 4,382 | CUYD | $13.6250 | $60,684.95 | $73.0000 | $295,758.00 | $10.3500 | $44,599.70 | $22.5000 | $100,103.00 |
| 2065500 | TEMPORARY SHORING | 2 | LS | $194,415.0000 | $388,830.00 | $50,000.0000 | $100,000.00 | $73,020.0000 | $146,040.00 | $77,500.0000 | $155,000.00 |
| 2151000A | SHAPING SLOPES, CLASS I | 17 | 100F | $1,200.0000 | $20,400.00 | $1,200.0000 | $20,400.00 | $1,200.0000 | $20,400.00 | $1,200.0000 | $20,400.00 |
| 2153000 | SHAPING SLOPES, CLASS III | 10 | 100F | $1,200.0000 | $12,000.00 | $1,200.0000 | $12,000.00 | $1,200.0000 | $12,000.00 | $1,200.0000 | $12,000.00 |
| 2160500 | REMOVAL OF BRIDGES | 3 | LS | $181,210.0000 | $543,630.00 | $407,333.3333 | $1,222,000.00 | $550,000.0000 | $1,650,000.00 | $201,333.3333 | $604,000.00 |
| 3030600 | FURNISHING ROCK BASE MATERIAL | 45,594 | SQYD | $11.0500 | $502,504.50 | $12.5000 | $563,379.00 | $14.9500 | $690,140.10 | $14.0000 | $638,316.00 |
| 3030610A | PLACING ROCK BASE | 45,594 | SQYD | $9.1000 | $412,287.00 | $18.0000 | $820,692.00 | $6.6250 | $290,604.75 | $12.0000 | $573,312.00 |
| 3040504 | TYPE 5 AGGREGATE FOR BASE (4 IN. THICK) | 3,382 | SQYD | $12.0750 | $38,380.30 | $14.1250 | $50,027.50 | $15.6000 | $50,953.80 | $14.5000 | $48,036.00 |
| 3040506 | TYPE 5 AGGREGATE FOR BASE (6 IN. THICK) | 5,446 | SQYD | $13.6750 | $74,757.70 | $14.7500 | $79,383.00 | $15.8000 | $83,021.20 | $17.5000 | $82,068.00 |
| 4011209 | BITUMINOUS PAVEMENT MIXTURE PG64-22, (BP-1) | 2,317.6 | TONS | $155.3333 | $326,114.80 | $155.3333 | $326,114.80 | $180.3333 | $320,524.60 | $155.3333 | $326,114.80 |
| 4019905 | MISC. TEMPORARY ASPHALT PAVEMENT TRANSITION PATCH | 2,182 | SQYD | $65.0000 | $141,830.00 | $65.0000 | $141,830.00 | $49.4000 | $107,790.80 | $65.0000 | $141,830.00 |
| 4030109 | ASPHALTIC CONCRETE MIXTURE PG 70-22 (SP125CLP MIX) | 1,507.5 | TONS | $164.0000 | $247,617.00 | $164.0000 | $247,617.00 | $179.5000 | $268,951.50 | $164.0000 | $247,617.00 |
| 4030132 | ASPHALTIC CONCRETE MIXTURE PG 76-22 (SP125BSM MIX) | 10,054.4 | TONS | $207.0000 | $1,685,970.40 | $207.0000 | $1,685,970.40 | $195.0000 | $1,657,245.60 | $207.0000 | $1,685,970.40 |
| 4071005 | TACK COAT | 16,378 | GAL | $2.7000 | $44,220.60 | $2.7000 | $44,220.60 | $2.8000 | $21,923.80 | $2.7000 | $44,220.60 |
| 5021311 | CONCRETE PAVEMENT (11 IN. NON-REINFORCED 15 FT. JOINTS) | 45,762.1 | SQYD | $117.6667 | $4,653,115.30 | $98.2167 | $4,225,525.08 | $124.0000 | $5,087,237.60 | $117.8333 | $5,239,387.80 |
| 5021333 | CONCRETE PAVEMENT (9 1/2 IN. NON-REINFORCED, 15 FT. JOINTS) | 701.1 | SQYD | $117.0000 | $82,028.70 | $97.0000 | $68,006.70 | $127.0000 | $89,039.70 | $143.0000 | $100,257.30 |
| 5021334 | CONCRETE PAVEMENT (10 1/2 IN. NON-REINFORCED, 15 FT. JOINTS) | 3,913.1 | SQYD | $114.0000 | $446,093.40 | $91.0000 | $356,092.10 | $116.0000 | $453,919.60 | $128.0000 | $500,876.80 |
| 5021340 | TYPE A2 SHOULDER | 661 | SQYD | $117.0000 | $77,337.00 | $102.0000 | $67,422.00 | $92.3000 | $61,010.30 | $140.0000 | $92,540.00 |
| 5031010A | BRIDGE APPROACH SLAB (MAJOR) | 1,319 | SQYD | $529.0000 | $694,236.00 | $474.2000 | $618,314.00 | $371.0000 | $488,487.00 | $424.0000 | $556,088.00 |
| 5041000 | CONCRETE APPROACH PAVEMENT | 1,086.8 | SQYD | $249.5000 | $276,902.20 | $137.5000 | $153,539.00 | $167.0000 | $170,551.60 | $228.0000 | $251,620.80 |
| 6042020 | ADJUSTING BASIN OR INLET | 5 | EA | $1,571.0000 | $7,855.00 | $1,000.0000 | $5,000.00 | $1,338.0000 | $6,690.00 | $2,200.0000 | $11,000.00 |
| 6044011 | PIPE COLLAR, TYPE A | 3 | EA | $2,706.0000 | $8,118.00 | $2,800.0000 | $8,400.00 | $1,605.0000 | $4,815.00 | $3,535.0000 | $10,605.00 |
| 6049902 | MISC. CONNECTION TO EXISTING SEWERS | 15 | EA | $2,589.5000 | $19,445.00 | $2,062.5000 | $16,700.00 | $1,785.5000 | $12,813.00 | $7,660.0000 | $98,580.00 |
| 6061060 | MGS GUARDRAIL | 8,351 | LF | $28.0000 | $233,828.00 | $28.0000 | $233,828.00 | $28.0000 | $233,828.00 | $28.0000 | $233,828.00 |
| 6061069 | MGS BRIDGE APPROACH TRANSITION SECTION (REGULAR/NO CURB) | 13 | EA | $4,000.0000 | $52,000.00 | $4,000.0000 | $52,000.00 | $4,000.0000 | $52,000.00 | $4,000.0000 | $52,000.00 |
| 6061070 | MGS VERTICAL CONCRETE BARRIER TRANSITION | 6 | EA | $4,000.0000 | $24,000.00 | $4,000.0000 | $24,000.00 | $4,000.0000 | $24,000.00 | $4,000.0000 | $24,000.00 |
| 6061080 | MGS END ANCHOR | 9 | EA | $1,900.0000 | $17,400.00 | $1,900.0000 | $17,400.00 | $1,900.0000 | $17,400.00 | $1,900.0000 | $17,400.00 |
| 6063014 | TYPE A CRASHWORTHY END TERMINAL (MASH) | 18 | EA | $3,800.0000 | $68,400.00 | $3,800.0000 | $68,400.00 | $3,800.0000 | $68,400.00 | $3,800.0000 | $68,400.00 |
| 6071012A | CHAIN-LINK FENCE (60 IN.) | 167 | LF | $40.0000 | $6,680.00 | $40.0000 | $6,680.00 | $40.0000 | $6,680.00 | $40.0000 | $6,680.00 |
| 6071030 | WALK GATE (CHAIN-LINK) | 1 | EA | $1,800.0000 | $1,800.00 | $1,800.0000 | $1,800.00 | $1,800.0000 | $1,800.00 | $1,800.0000 | $1,800.00 |
| 6071040 | DRIVE GATE (CHAIN-LINK) | 1 | EA | $2,800.0000 | $2,800.00 | $2,800.0000 | $2,800.00 | $2,800.0000 | $2,800.00 | $2,800.0000 | $2,800.00 |
| 6071050 | CHAIN-LINK FENCE (RETAINING WALLS) | 437 | LF | $48.0000 | $20,976.00 | $48.0000 | $20,976.00 | $48.0000 | $20,976.00 | $48.0000 | $20,976.00 |
| 6071102 | MODIFIED CONCRETE GUTTER TYPE B | 820 | LF | $97.0000 | $79,396.00 | $82.0000 | $67,312.00 | $101.5000 | $83,194.00 | $135.0000 | $110,340.00 |
| 6073002 | (60 IN.) DECORATIVE PEDESTRIAN FENCE(STRUCTURES) | 313 | LF | $300.0000 | $93,900.00 | $300.0000 | $93,900.00 | $300.0000 | $93,900.00 | $300.0000 | $93,900.00 |
| 6079903 | MISC. BLACK POWDER COATED CHAIN-LINK FENCE (60 IN.) | 412 | LF | $54.0000 | $22,248.00 | $54.0000 | $22,248.00 | $54.0000 | $22,248.00 | $54.0000 | $22,248.00 |
| 6081012 | TRUNCATED DOMES | 552 | SQFT | $20.0000 | $11,040.00 | $35.0000 | $19,320.00 | $27.1500 | $14,861.40 | $40.5000 | $22,014.00 |
| 6083006 | 6 IN. CONCRETE MEDIAN STRIP | 46.6 | SQYD | $97.0000 | $4,520.20 | $173.0000 | $8,061.80 | $250.0000 | $11,650.00 | $470.0000 | $21,902.00 |
| 6086004 | CONCRETE SIDEWALK, 4 IN. | 1,133.9 | SQYD | $98.0000 | $109,905.70 | $89.7500 | $100,611.85 | $69.5500 | $78,680.27 | $119.5000 | $131,729.90 |
| 6086007 | CONCRETE SIDEWALK, 7 IN. | 67 | SQYD | $139.0000 | $9,313.00 | $113.0000 | $7,571.00 | $116.0000 | $7,772.00 | $195.0000 | $13,065.00 |
| 6089902 | MISC. CONCRETE CURB RAMP | 30 | EA | $1,762.5000 | $59,587.00 | $2,100.0000 | $61,400.00 | $2,590.0000 | $73,284.00 | $4,594.5000 | $121,747.00 |
| 6091041 | CONCRETE GUTTER TYPE A | 783 | LF | $99.0000 | $77,517.00 | $76.0000 | $59,508.00 | $72.2000 | $56,532.60 | $99.0000 | $77,517.00 |
| 6091052 | CURB AND GUTTER TYPE B | 938 | LF | $67.0000 | $62,846.00 | $53.0000 | $49,714.00 | $59.8000 | $56,092.40 | $90.0000 | $84,420.00 |
| 6091060 | PAVED DITCH | 479.2 | SQYD | $83.0000 | $39,773.60 | $100.0000 | $47,920.00 | $103.0000 | $49,357.60 | $125.0000 | $59,900.00 |
| 6092011 | INTEGRAL CURB (6 IN. HEIGHT AND UNDER) TYPE A | 253 | LF | $50.0000 | $12,650.00 | $29.5000 | $7,463.50 | $42.6000 | $10,777.80 | $56.0000 | $14,168.00 |
| 6094010 | DRAIN BASIN | 3 | EA | $14,592.0000 | $43,776.00 | $9,800.0000 | $29,400.00 | $10,470.0000 | $31,410.00 | $12,300.0000 | $36,900.00 |
| 6096020 | FURNISHING TYPE 2 ROCK DITCH LINER | 671 | CUYD | $51.5000 | $34,720.00 | $49.0000 | $32,552.00 | $73.6000 | $49,385.60 | $58.5000 | $38,763.00 |
| 6096030A | FURNISHING TYPE 3 ROCK DITCH LINER | 162 | CUYD | $66.0000 | $10,692.00 | $64.0000 | $10,368.00 | $73.6000 | $11,923.20 | $78.0000 | $12,636.00 |
| 6096042 | PLACING TYPE 2 ROCK DITCH LINER | 671 | CUYD | $38.5000 | $25,343.00 | $33.5000 | $22,315.00 | $38.8500 | $21,833.70 | $48.5000 | $26,494.00 |
| 6096043 | PLACING TYPE 3 ROCK DITCH LINER | 162 | CUYD | $38.0000 | $6,156.00 | $34.0000 | $5,508.00 | $30.1000 | $4,876.20 | $46.0000 | $7,452.00 |
| 6096050 | BEDDING MATERIAL FOR ROCK DITCH LINER | 59 | CUYD | $65.0000 | $3,835.00 | $108.0000 | $6,372.00 | $84.7000 | $4,997.30 | $106.0000 | $6,254.00 |
| 6097000 | ROCK LINING | 26 | CUYD | $90.5000 | $2,452.00 | $350.5000 | $5,450.00 | $198.0000 | $3,608.00 | $297.5000 | $5,458.00 |
| 6113010 | FURNISHING TYPE 1 ROCK BLANKET | 5,523 | CUYD | $51.5000 | $284,573.00 | $60.0000 | $331,103.00 | $73.6000 | $406,492.80 | $78.5000 | $432,863.00 |
| 6113030 | PLACING TYPE 1 ROCK BLANKET | 5,523 | CUYD | $34.5000 | $190,682.00 | $30.5000 | $168,313.00 | $21.0000 | $116,343.10 | $36.5000 | $201,728.00 |
| 6116010A | SLOPE PROTECTION | 1,293 | SQYD | $395.0000 | $173,130.00 | $104.5000 | $123,936.00 | $105.1000 | $157,087.80 | $157.0000 | $162,531.00 |
| 6122009 | IMPACT ATTENUATOR 45 MPH (SAND BARREL ARRAY) | 4 | EA | $3,001.0000 | $12,004.00 | $2,900.0000 | $11,600.00 | $2,900.0000 | $11,600.00 | $2,900.0000 | $11,600.00 |
| 6122014 | IMPACT ATTENUATOR 60 MPH (SAND BARREL ARRAY) | 5 | EA | $4,071.5000 | $20,378.00 | $3,900.0000 | $19,500.00 | $3,900.0000 | $19,500.00 | $3,900.0000 | $19,500.00 |
| 6122020 | REPLACEMENT SAND BARREL | 160 | EA | $1,106.5000 | $175,190.00 | $525.0000 | $84,000.00 | $525.0000 | $84,000.00 | $525.0000 | $84,000.00 |
| 6122030 | IMPACT ATTENUATOR (RELOCATION) | 1 | EA | $920.0000 | $920.00 | $1,350.0000 | $1,350.00 | $1,350.0000 | $1,350.00 | $1,350.0000 | $1,350.00 |
| 6122040 | WORK ZONE CRASH CUSHION (NARROW) | 3 | EA | $6,750.0000 | $20,250.00 | $6,750.0000 | $20,250.00 | $6,750.0000 | $20,250.00 | $6,750.0000 | $20,250.00 |
| 6123001 | TRUCK MOUNTED ATTENUATOR (TMA) | 1 | LS | $5,000.0000 | $5,000.00 | $10,000.0000 | $10,000.00 | $5,350.0000 | $5,350.00 | $15,000.0000 | $15,000.00 |
| 6131010 | FURNISHING AND PLACING CONCRETE MATERIAL FOR FULL DEPTH PAVEMENT REPAIR | 160 | SQYD | $282.0000 | $45,120.00 | $365.0000 | $58,400.00 | $447.0000 | $71,520.00 | $439.0000 | $70,240.00 |
| 6131012 | SUBGRADE COMPACTION (6 IN. DEPTH) (PAVEMENT REPAIR) | 160 | SQYD | $21.0000 | $3,360.00 | $8.0000 | $1,280.00 | $5.0000 | $800.00 | $7.0000 | $1,120.00 |
| 6131013 | TYPE 1 OR 5 AGGREGATE FOR BASE (4 IN. THICK) (PAVEMENT REPAIR) | 160 | SQYD | $29.0500 | $4,648.00 | $13.0000 | $2,080.00 | $10.0000 | $1,600.00 | $4.5000 | $720.00 |
| 6131014 | FULL DEPTH PAVEMENT REPAIR SAW CUT (FOR PERIMETER AND INTERNAL SAW CUTS) | 408 | LF | $23.8500 | $9,730.80 | $9.0000 | $3,672.00 | $10.0000 | $4,080.00 | $10.0000 | $4,080.00 |
| 6131015 | DOWEL BAR (DRILLING, FURNISHING AND INSTALLATION) FOR FULL DEPTH PAVEMENT REPAIR | 160 | EA | $45.0000 | $7,200.00 | $15.0000 | $2,400.00 | $8.1500 | $1,304.00 | $33.0000 | $5,280.00 |
| 6131017 | DOWEL BAR (FURNISHING AND INSTALLATION WITH BASKETS) FOR FULL DEPTH PAVEMENT REPAIR | 30 | EA | $238.0000 | $7,140.00 | $11.0000 | $330.00 | $10.9000 | $327.00 | $27.0000 | $810.00 |
| 6139901 | MISC. WELDING OF GRATES ON DROP INLETS | 1 | LS | $1,207.0000 | $1,207.00 | $10,000.0000 | $10,000.00 | $13,380.0000 | $13,380.00 | $8,000.0000 | $8,000.00 |
| 6141022 | GRATE AND BEARING PLATE (3 FT. X 3 FT. OR 914 MM X 914 MM) | 11 | EA | $1,834.5000 | $20,197.00 | $2,625.0000 | $28,750.00 | $3,327.0000 | $34,947.00 | $2,496.5000 | $27,444.00 |
| 6141024 | GRATE AND BEARING PLATE (5 FT. X 3 FT. OR 1524 MM X 914 MM) | 1 | EA | $2,541.0000 | $2,541.00 | $3,500.0000 | $3,500.00 | $3,960.0000 | $3,960.00 | $3,639.0000 | $3,639.00 |
| 6141120 | CURVED VANE GRATE AND FRAME (2 FT. X 2 FT. OR 600MM X 600MM) | 16 | EA | $607.5000 | $9,734.00 | $1,925.0000 | $30,700.00 | $1,878.0000 | $29,952.00 | $559.0000 | $8,940.00 |
| 6141121 | CURVED VANE GRATE AND FRAME (4 FT. X 2 FT. OR 1200MM X 600MM) | 41 | EA | $1,013.5000 | $41,585.00 | $2,225.0000 | $91,000.00 | $2,095.5000 | $84,066.00 | $1,079.5000 | $44,255.00 |
| 6143010 | MANHOLE FRAME AND COVER, TYPE 1-A | 3 | EA | $722.5000 | $2,171.00 | $655.0000 | $1,960.00 | $589.0000 | $1,767.00 | $612.5000 | $1,837.00 |
| 6149902 | MISC. SHALLOW GRATE INLET | 4 | EA | $4,353.5000 | $15,785.00 | $4,300.0000 | $12,800.00 | $5,390.0000 | $21,138.00 | $5,137.0000 | $19,578.00 |
| 6161098A | CHANGEABLE MESSAGE SIGN WITHOUT COMMUNICATION INTERFACE, CONTRACTOR FURNISHED / RETAINED NTCIP COMPLIANT CHANGEABLE MESSAGE SIGN (CONTRACTOR FURNISHED AND RETAINED) | 16 | EA | $2,500.0000 | $40,000.00 | $2,500.0000 | $40,000.00 | $2,500.0000 | $40,000.00 | $3,500.0000 | $56,000.00 |
| 6162002 | TEMPORARY LONG-TERM RUMBLE STRIPS | 26 | EA | $1,000.0000 | $26,000.00 | $1,000.0000 | $26,000.00 | $1,000.0000 | $26,000.00 | $1,200.0000 | $31,200.00 |
| 6169901 | MISC. TEMPORARY TRAFFIC CONTROL LUMP SUM | 3 | LS | $291,646.6667 | $874,940.00 | $266,666.6667 | $800,000.00 | $227,983.3333 | $683,950.00 | $230,000.0000 | $690,000.00 |
| 6172000 | CONCRETE TRAFFIC BARRIER, TYPE B | 272 | LF | $166.0000 | $45,152.00 | $125.0000 | $34,000.00 | $129.0000 | $35,088.00 | $114.0000 | $31,008.00 |
| 6173000 | CONCRETE TRAFFIC BARRIER, TYPE C | 14,924 | LF | $90.6667 | $1,332,191.00 | $100.0000 | $1,492,400.00 | $110.0000 | $1,650,464.00 | $97.5000 | $1,451,028.00 |
| 6173100 | CONCRETE TRAFFIC BARRIER, TYPE D | 193 | LF | $189.0000 | $36,477.00 | $175.0000 | $33,775.00 | $278.0000 | $53,654.00 | $166.0000 | $32,038.00 |
| 6173101 | CONCRETE TRAFFIC BARRIER, TYPE D (MODIFIED) | 33 | LF | $361.0000 | $11,913.00 | $205.0000 | $6,765.00 | $377.0000 | $12,441.00 | $260.0000 | $8,580.00 |
| 6173102 | CONCRETE TRAFFIC BARRIER, TYPE D (RETAINING WALL) | 783 | LF | $143.0000 | $111,969.00 | $160.0000 | $125,280.00 | $124.0000 | $97,092.00 | $256.0000 | $200,448.00 |
| 6173600D | TEMPORARY TRAFFIC BARRIER, CONTRACTOR FURNISHED / RETAINED | 14,572 | LF | $22.6833 | $294,970.25 | $25.0000 | $364,300.00 | $25.0000 | $364,300.00 | $16.6700 | $44,827.84 |
| 6173700B | TEMPORARY TRAFFIC BARRIER ANCHORED, CONTRACTOR FURNISHED / RETAINED | 24,594 | LF | $33.0000 | $830,538.00 | $35.0000 | $860,790.00 | $35.0000 | $860,790.00 | $35.0000 | $860,790.00 |
| 6173706 | TEMPORARY TRAFFIC BARRIER STIFFNESS TRANSITION SECTION, CONTRACTOR FURNISHED / RETAINED | 3,826 | LF | $44.0000 | $168,344.00 | $35.0000 | $133,910.00 | $35.0000 | $133,910.00 | $35.0000 | $133,910.00 |
| 6179903 | MISC. CONCRETE TRAFFIC BARRIER, TYPE C (MODIFIED) | 865 | LF | $350.5000 | $317,995.00 | $210.0000 | $165,850.00 | $311.0000 | $265,855.00 | $313.0000 | $272,720.00 |
| 6181000 | MOBILIZATION | 3 | LS | $610,926.6667 | $1,832,780.00 | $1,333,333.3333 | $4,000,000.00 | $1,666,666.6667 | $5,000,000.00 | $1,545,133.3333 | $4,635,400.00 |
| 6181020 | ADDITIONAL MOBILIZATION FOR SEEDING | 5 | EA | $600.0000 | $3,000.00 | $600.0000 | $3,000.00 | $600.0000 | $3,000.00 | $600.0000 | $3,000.00 |
| 6191000 | PAVEMENT EDGE TREATMENT | 1,588 | LF | $5.9500 | $9,448.60 | $8.0000 | $12,704.00 | $4.8000 | $7,622.40 | $4.0000 | $6,352.00 |
| 6200015 | PREFORMED THERMOPLASTIC PAVEMENT MARKING, 24 IN. WHITE | 484 | LF | $25.0000 | $12,100.00 | $25.0000 | $12,100.00 | $25.0000 | $12,100.00 | $25.0000 | $12,100.00 |
| 6200021 | PREFORMED THERMOPLASTIC PAVEMENT MARKING, LEFT/RIGHT ARROW | 28 | EA | $350.0000 | $9,800.00 | $350.0000 | $9,800.00 | $350.0000 | $9,800.00 | $350.0000 | $9,800.00 |
| 6200027 | PREFORMED THERMOPLASTIC PAVEMENT MARKING, COMBINATION STR/LT/RT | 3 | EA | $500.0000 | $1,500.00 | $500.0000 | $1,500.00 | $500.0000 | $1,500.00 | $500.0000 | $1,500.00 |
| 6200042A | PREFORMED THERMOPLASTIC PAVEMENT MARKING, 24 IN. X 36 IN., YIELD LINE TRIANGLE | 12 | EA | $75.0000 | $900.00 | $75.0000 | $900.00 | $75.0000 | $900.00 | $75.0000 | $900.00 |
| 6200054 | PREFORMED THERMOPLASTIC PAVEMENT MARKING, LANE REDUCTION ARROW | 6 | EA | $1,500.0000 | $9,000.00 | $1,500.0000 | $9,000.00 | $1,500.0000 | $9,000.00 | $1,500.0000 | $9,000.00 |
| 6205902B | 6 IN. WHITE CLASS 2 PAVEMENT MARKING PAINT (25-MIL, TYPE L BEADS) | 52,510 | LF | $3.5667 | $20,327.80 | $3.5667 | $20,327.80 | $3.5667 | $20,327.80 | $3.5667 | $20,327.80 |
| 6205903B | 6 IN. YELLOW CLASS 2 PAVEMENT MARKING PAINT (25-MIL, TYPE L BEADS) | 33,755 | LF | $3.5667 | $12,682.75 | $3.5667 | $12,682.75 | $3.5667 | $12,682.75 | $3.5667 | $12,682.75 |
| 6205906B | 12 IN. WHITE CLASS 2 PAVEMENT MARKING PAINT (25-MIL, TYPE L BEADS) | 5,405 | LF | $1.3750 | $6,546.50 | $1.3750 | $6,546.50 | $1.3750 | $6,546.50 | $1.3750 | $6,546.50 |
| 6206000D | 4 IN. WHITE CLASS 1 PAVEMENT MARKING PAINT (18-MIL, TYPE P BEADS) | 6,955 | LF | $1.0000 | $6,955.00 | $1.0000 | $6,955.00 | $1.0000 | $6,955.00 | $1.0000 | $6,955.00 |
| 6206001D | 4 IN. YELLOW CLASS 1 PAVEMENT MARKING PAINT (18-MIL, TYPE P BEADS) | 3,296 | LF | $1.0000 | $3,296.00 | $1.0000 | $3,296.00 | $1.0000 | $3,296.00 | $1.0000 | $3,296.00 |
| 6207001 | PAVEMENT MARKING REMOVAL | 176,768 | LF | $0.8500 | $150,252.80 | $0.8500 | $150,252.80 | $0.8500 | $150,252.80 | $0.8500 | $150,252.80 |
| 6208064A | TEMPORARY RAISED PAVEMENT MARKER | 1,313 | EA | $5.0000 | $6,565.00 | $6.0000 | $7,878.00 | $5.0000 | $6,565.00 | $2.0000 | $2,626.00 |
| 6208076 | 4 IN TEMPORARY PAVEMENT MARKING PAINT | 160,858 | LF | $0.8000 | $128,686.40 | $0.8167 | $130,295.30 | $0.8000 | $128,686.40 | $0.8000 | $128,686.40 |
| 6209901 | MISC. TEMPORARY PAVEMENT MARKING PAINT | 1 | LS | $46,000.0000 | $46,000.00 | $24,320.4700 | $24,320.47 | $1.0000 | $1.00 | $1.0000 | $1.00 |
| 6209902 | MISC. PREFORMED THERMOPLASTIC PAVEMENT MARKING, 2' X 6' CROSSWALK MARKING | 1,331 | EA | $99.0000 | $109,290.00 | $97.0000 | $109,230.00 | $97.0000 | $109,230.00 | $97.0000 | $109,230.00 |
| 6221001 | COLDMILLING BITUMINOUS PAVEMENT FOR REMOVAL OF SURFACING (3 IN. THICK OR LESS) | 126,006 | SQYD | $5.0667 | $458,264.40 | $5.0667 | $458,264.40 | $5.5833 | $531,188.60 | $5.0667 | $458,264.40 |
| 6240103A | PERMANENT EROSION CONTROL GEOTEXTILE | 13,830 | SQYD | $1.3000 | $18,092.20 | $2.7500 | $37,466.50 | $2.1250 | $29,332.15 | $1.5000 | $20,745.00 |
| 6240104A | SEPARATION GEOTEXTILE | 2,256 | SQYD | $1.3000 | $2,990.50 | $5.5000 | $10,677.00 | $2.5750 | $5,261.05 | $1.5000 | $3,384.00 |
| 6261000A | BITUMINOUS SHOULDER RUMBLE STRIP | 145.4 | STA | $32.0000 | $4,652.80 | $155.0000 | $22,537.00 | $36.0000 | $5,234.40 | $67.0000 | $9,741.80 |
| 6262000A | PORTLAND CEMENT CONCRETE SHOULDER RUMBLE STRIP | 235.2 | STA | $182.6667 | $14,638.30 | $303.3333 | $62,210.00 | $132.6667 | $28,717.60 | $173.3333 | $31,437.20 |
| 6274000 | CONTRACTOR FURNISHED SURVEYING AND STAKING | 3 | LS | $305,315.6667 | $915,947.00 | $74,000.3333 | $222,001.00 | $110,000.0000 | $330,000.00 | $106,666.6667 | $320,000.00 |
| 7011105 | DRILLED SHAFTS (3 FT. 6 IN. DIA.) | 675 | LF | $914.6667 | $615,042.00 | $521.3333 | $348,340.00 | $503.3333 | $339,873.00 | $581.6667 | $387,520.00 |
| 7011107 | DRILLED SHAFTS (4 FT. 6 IN. DIA.) | 652.5 | LF | $1,154.5000 | $753,055.50 | $676.0000 | $441,073.50 | $1,150.0000 | $750,375.00 | $752.5000 | $490,882.50 |
| 7011204 | ROCK SOCKETS (3 FT 0 IN. DIA.) | 246 | LF | $271.0000 | $67,098.00 | $470.0000 | $114,400.00 | $886.0000 | $214,464.00 | $573.3333 | $140,050.00 |
| 7011206 | ROCK SOCKETS (4 FT 0 IN. DIA.) | 294 | LF | $177.0000 | $52,038.00 | $413.5000 | $121,569.00 | $215.0000 | $63,210.00 | $452.5000 | $133,035.00 |
| 7011300 | VIDEO CAMERA INSPECTION | 24 | EA | $600.0000 | $14,400.00 | $944.4920 | $22,749.77 | $1,500.0000 | $36,000.00 | $944.4980 | $22,749.95 |
| 7011400 | FOUNDATION INSPECTION HOLES | 780 | LF | $200.0000 | $156,000.00 | $170.0000 | $132,600.00 | $215.0000 | $167,700.00 | $170.0000 | $132,600.00 |
| 7011600 | SONIC LOGGING TESTING | 24 | EA | $6,151.6000 | $151,150.00 | $7,545.0000 | $185,200.00 | $4,500.0000 | $108,000.00 | $5,928.9500 | $144,829.00 |
| 7021212 | GALVANIZED STRUCTURAL STEEL PILES (12 IN) | 6,013 | LF | $112.4000 | $674,458.00 | $125.2000 | $744,805.00 | $155.8000 | $943,767.00 | $144.8000 | $859,437.00 |
| 7027000 | PILE POINT REINFORCEMENT | 82 | EA | $141.0000 | $11,562.00 | $166.4000 | $13,584.00 | $156.6000 | $12,894.00 | $170.0000 | $13,940.00 |
| 7032003 | CLASS B CONCRETE (SUBSTRUCTURE) | 746.1 | CUYD | $1,657.4000 | $1,208,450.00 | $1,270.0000 | $930,632.50 | $1,464.0000 | $1,095,870.70 | $1,812.4000 | $1,308,671.90 |
| 7033009 | AESTHETIC CONCRETE STAIN | 4 | LS | $11,500.0000 | $46,000.00 | $11,500.0000 | $46,000.00 | $11,500.0000 | $46,000.00 | $11,500.0000 | $46,000.00 |
| 7034216 | TYPE H BARRIER | 316 | LF | $209.0000 | $66,044.00 | $200.0000 | $63,200.00 | $136.0000 | $42,976.00 | $215.0000 | $67,940.00 |
| 7034219A | TYPE D BARRIER | 1,456 | LF | $212.0000 | $308,836.00 | $159.0000 | $230,848.00 | $139.5000 | $203,030.00 | $184.7500 | $268,053.00 |
| 7034221 | SLAB ON CONCRETE NU-GIRDER | 5,428 | SQYD | $638.2000 | $3,445,814.00 | $568.6000 | $3,072,312.00 | $587.0000 | $3,186,044.00 | $646.0000 | $3,489,725.00 |
| 7034610 | CORRAL CURB | 361 | LF | $222.0000 | $80,142.00 | $150.0000 | $54,150.00 | $164.0000 | $59,204.00 | $170.0000 | $61,370.00 |
| 7039901 | MISC. BOX CULVERT EXTENSION (5' x 4') | 1 | LS | $140,970.0000 | $140,970.00 | $50,000.0000 | $50,000.00 | $65,000.0000 | $65,000.00 | $63,000.0000 | $63,000.00 |
| 7039903 | MISC. MODIFIED TYPE D BARRIER | 162 | LF | $424.5000 | $68,772.00 | $324.0000 | $52,387.00 | $411.0000 | $66,590.00 | $411.2500 | $66,595.00 |
| 7039907 | MISC. LIGHTWEIGHT CELLULAR CONCRETE | 5,118.1 | CUYD | $157.0000 | $803,541.70 | $154.0000 | $788,187.40 | $141.0000 | $721,652.10 | $210.2500 | $1,076,080.53 |
| 7056021 | NU 35, PRESTRESSED CONCRETE NU-GIRDER | 3,140 | LF | $384.3333 | $1,207,368.00 | $427.0000 | $1,335,142.00 | $393.6667 | $1,236,212.00 | $487.0000 | $1,532,916.00 |
| 7056022 | NU 43, PRESTRESSED CONCRETE NU-GIRDER | 2,244 | LF | $378.5000 | $849,354.00 | $460.0000 | $1,032,240.00 | $450.0000 | $1,009,800.00 | $510.0000 | $1,144,440.00 |
| 7071000 | CONDUIT SYSTEM ON STRUCTURE | 5 | LS | $6,920.0000 | $34,600.00 | $5,940.0000 | $29,700.00 | $14,504.0000 | $72,520.00 | $5,940.0000 | $29,700.00 |
| 7109911 | MISC. REINFORCING STEEL (GALVANIZED) | 295,240 | LB | $2.9600 | $871,067.00 | $3.0800 | $899,312.00 | $3.3700 | $958,753.50 | $3.0700 | $906,934.20 |
| 7110200 | PROTECTIVE COATING - CONCRETE BENTS AND PIERS (EPOXY) | 5 | LS | $8,200.0000 | $41,000.00 | $8,200.0000 | $41,000.00 | $8,200.0000 | $41,000.00 | $8,200.0000 | $41,000.00 |
| 7121060 | FABRICATED SIGN SUPPORT BRACKETS | 3 | LS | $17,166.6667 | $51,500.00 | $17,166.6667 | $51,500.00 | $17,166.6667 | $51,500.00 | $17,166.6667 | $51,500.00 |
| 7123610 | SLAB DRAIN | 19 | EA | $1,010.6667 | $19,848.00 | $771.6667 | $12,875.00 | $857.3333 | $16,172.00 | $694.3333 | $13,947.00 |
| 7123620 | DRAINAGE SYSTEM (ON STRUCTURE) | 3 | LS | $26,464.6667 | $79,394.00 | $22,016.6667 | $66,050.00 | $21,336.6667 | $64,010.00 | $20,566.6667 | $61,700.00 |
| 7139903A | MISC. TRENCH DRAIN | 1,063 | LF | $97.0000 | $103,111.00 | $230.0000 | $244,490.00 | $177.0000 | $188,151.00 | $166.0000 | $176,458.00 |
| 7151001 | VERTICAL DRAIN AT END BENTS | 10 | EA | $6,626.6000 | $66,266.00 | $11,030.0000 | $110,300.00 | $5,311.0000 | $53,110.00 | $9,158.0000 | $91,580.00 |
| 7161000 | PLAIN NEOPRENE BEARING PAD | 33 | EA | $422.3333 | $13,941.00 | $308.3333 | $10,095.00 | $276.6667 | $9,330.00 | $290.0000 | $9,615.00 |
| 7161002 | LAMINATED NEOPRENE BEARING PAD | 83 | EA | $398.0000 | $31,822.00 | $332.8000 | $27,308.00 | $282.8000 | $24,925.00 | $334.2000 | $28,329.00 |
| 7161003 | LAMINATED NEOPRENE BEARING PAD (TAPERED) | 44 | EA | $585.3333 | $25,778.00 | $521.6667 | $23,010.00 | $411.0000 | $18,006.00 | $481.6667 | $21,170.00 |
| 7201000 | MECHANICALLY STABILIZED EARTH WALL SYSTEMS | 5,658 | SQFT | $67.0000 | $376,498.00 | $60.0000 | $339,480.00 | $97.0000 | $548,826.00 | $91.8000 | $519,404.40 |
| 7201001 | TEMPORARY MSE WALL SYSTEM | 2 | LS | $40,085.0000 | $80,170.00 | $22,150.0000 | $44,300.00 | $55,000.0000 | $110,000.00 | $78,000.0000 | $156,000.00 |
| 7201200 | SELECT GRANULAR BACKFILL FOR STRUCTURAL SYSTEMS | 3,567 | CUYD | $59.5000 | $212,043.00 | $159.0000 | $569,561.00 | $30.9000 | $110,508.40 | $34.0000 | $121,278.00 |
| 7201300 | PIPE PILE SPACERS | 54 | EA | $3,346.6667 | $180,552.00 | $1,033.3333 | $55,600.00 | $1,716.6667 | $91,048.00 | $600.0000 | $32,180.00 |
| 7209901 | MISC. GROUND IMPROVEMENTS | 1 | LS | $117,290.0000 | $117,290.00 | $65,000.0000 | $65,000.00 | $34,630.0000 | $34,630.00 | $75,000.0000 | $75,000.00 |
| 7209904 | MISC. MECHANICALLY STABILIZED EARTH WALL SYSTEMS WITH LIGHTWEIGHT FILL | 7,910 | SQFT | $76.0000 | $602,284.00 | $59.8750 | $470,660.75 | $66.0000 | $522,060.00 | $83.5000 | $660,485.00 |
| 7261012 | 12 IN. PIPE GROUP A | 208 | LF | $120.0000 | $24,474.00 | $89.6950 | $19,753.03 | $121.3000 | $27,536.20 | $172.0000 | $39,772.00 |
| 7261015 | 15 IN. PIPE GROUP A | 420 | LF | $90.0000 | $37,800.00 | $117.0000 | $49,140.00 | $186.0000 | $78,120.00 | $188.0000 | $78,960.00 |
| 7261018 | 18 IN. PIPE GROUP A | 3,654 | LF | $99.0000 | $361,746.00 | $75.0000 | $274,050.00 | $80.0000 | $292,320.00 | $114.0000 | $416,556.00 |
| 7261024 | 24 IN. PIPE GROUP A | 511 | LF | $115.0000 | $58,765.00 | $115.0000 | $58,765.00 | $105.0000 | $53,655.00 | $158.0000 | $80,738.00 |
| 7265018 | JACKED 18 IN. CLASS III REINFORCED CONCRETE PIPE CULVERTS (GASKET TYPE) | 80 | LF | $741.0000 | $59,280.00 | $925.0000 | $74,000.00 | $1,028.0000 | $82,240.00 | $1,100.0000 | $88,000.00 |
| 7310048 | PRECAST CONCRETE MANHOLE - 48 IN. | 10 | FT | $996.0000 | $9,960.00 | $750.0000 | $7,500.00 | $1,031.0000 | $10,310.00 | $820.0000 | $8,200.00 |
| 7310072 | PRECAST CONCRETE MANHOLE - 72 IN. | 8 | FT | $876.0000 | $7,008.00 | $1,220.0000 | $9,760.00 | $1,007.0000 | $8,056.00 | $750.0000 | $6,000.00 |
| 7311022 | PRECAST CONCRETE DROP INLET 2 FT X 2 FT | 50 | FT | $1,677.0000 | $85,230.00 | $800.0000 | $39,800.00 | $914.5000 | $45,947.00 | $1,297.5000 | $65,585.00 |
| 7311033 | PRECAST CONCRETE DROP INLET 3 FT X 3 FT | 41 | FT | $1,551.5000 | $67,003.00 | $987.5000 | $38,575.00 | $960.0000 | $39,734.00 | $1,007.5000 | $40,925.00 |
| 7311042 | PRECAST CONCRETE DROP INLET 4 FT X 2 FT | 139 | FT | $1,655.0000 | $236,367.00 | $1,185.0000 | $165,150.00 | $1,674.5000 | $233,321.00 | $1,490.5000 | $206,440.00 |
| 7311053 | PRECAST CONCRETE DROP INLET 5 FT X 3 FT | 4 | FT | $1,493.0000 | $5,972.00 | $1,200.0000 | $4,800.00 | $1,020.0000 | $4,080.00 | $1,540.0000 | $6,160.00 |
| 7320612A | 12 IN. OR ALLOWED SUBSTITUTE GROUP A FLARED END SECTION | 2 | EA | $1,280.0000 | $2,560.00 | $1,550.0000 | $3,100.00 | $777.0000 | $1,554.00 | $2,700.0000 | $5,400.00 |
| 7320615A | 15 IN. OR ALLOWED SUBSTITUTE GROUP A FLARED END SECTION | 2 | EA | $2,801.0000 | $5,602.00 | $1,730.0000 | $3,460.00 | $820.0000 | $1,640.00 | $3,000.0000 | $6,000.00 |
| 7320618A | 18 IN. OR ALLOWED SUBSTITUTE GROUP A FLARED END SECTION | 8 | EA | $1,383.0000 | $11,064.00 | $1,700.0000 | $13,600.00 | $884.0000 | $7,072.00 | $3,500.0000 | $28,000.00 |
| 7320624A | 24 IN. OR ALLOWED SUBSTITUTE GROUP A FLARED END SECTION | 2 | EA | $1,511.0000 | $3,022.00 | $1,850.0000 | $3,700.00 | $1,596.0000 | $3,192.00 | $4,100.0000 | $8,200.00 |
| 8025006 | MULCHING | 7.6 | ACRE | $2,800.0000 | $21,280.00 | $2,800.0000 | $21,280.00 | $2,800.0000 | $21,280.00 | $2,800.0000 | $21,280.00 |
| 8031000A | TURF TYPE TALL FESCUE SODDING | 19 | SQYD | $30.0000 | $570.00 | $30.0000 | $570.00 | $30.0000 | $570.00 | $30.0000 | $570.00 |
| 8051000A | SEEDING - COOL SEASON GRASSES | 8.6 | ACRE | $2,800.0000 | $24,080.00 | $2,800.0000 | $24,080.00 | $2,800.0000 | $24,080.00 | $2,800.0000 | $24,080.00 |
| 8061003 | SEDIMENT TRAP EXCAVATION | 17 | CUYD | $195.5000 | $2,878.00 | $100.0000 | $1,700.00 | $53.5000 | $909.50 | $23.3000 | $396.10 |
| 8061004 | SEDIMENT TRAP ROCK | 17 | CUYD | $249.0000 | $3,683.00 | $100.0000 | $1,700.00 | $107.0000 | $1,819.00 | $41.1900 | $700.23 |
| 8061005 | ROCK DITCH CHECK | 70 | LF | $20.0000 | $1,400.00 | $20.0000 | $1,400.00 | $20.0000 | $1,400.00 | $20.0000 | $1,400.00 |
| 8061006 | ALTERNATE DITCH CHECK | 1,184 | LF | $14.0000 | $16,576.00 | $14.0000 | $16,576.00 | $14.0000 | $16,576.00 | $14.0000 | $16,576.00 |
| 8061007A | CURB INLET CHECK | 95 | EA | $130.0000 | $12,350.00 | $130.0000 | $12,350.00 | $139.0000 | $13,205.00 | $130.0000 | $12,350.00 |
| 8061016 | SEDIMENT REMOVAL | 873 | CUYD | $130.5000 | $114,581.00 | $35.0000 | $30,555.00 | $21.4000 | $18,682.20 | $25.0000 | $21,825.00 |
| 8061017 | TEMPORARY SEEDING | 7.6 | ACRE | $1,300.0000 | $9,880.00 | $1,300.0000 | $9,880.00 | $1,300.0000 | $9,880.00 | $1,300.0000 | $9,880.00 |
| 8061019 | SILT FENCE | 4,569 | LF | $3.1500 | $14,392.35 | $3.1500 | $14,392.35 | $3.1500 | $14,392.35 | $3.1500 | $14,392.35 |
| 9013004 | CONDUIT, 4 IN. RIGID, IN TRENCH | 55 | LF | $20.0000 | $1,100.00 | $20.0000 | $1,100.00 | $25.0000 | $1,375.00 | $20.0000 | $1,100.00 |
| 9014003 | CONDUIT, 3 IN. RIGID, PUSHED | 1,926 | LF | $31.0000 | $59,706.00 | $31.0000 | $59,706.00 | $26.0000 | $50,076.00 | $31.0000 | $59,706.00 |
| 9014502 | CONDUIT, 2 IN. RIGID, EXTERNAL ON STRUCTURE | 596 | LF | $48.0000 | $28,608.00 | $48.0000 | $28,608.00 | $20.0000 | $11,920.00 | $48.0000 | $28,608.00 |
| 9015010 | TRENCHING TYPE I | 5,536 | LF | $6.0000 | $33,216.00 | $6.0000 | $33,216.00 | $13.5000 | $74,736.00 | $6.0000 | $33,216.00 |
| 9016110 | PULL BOX, PREFORMED CLASS 1 | 28 | EA | $1,920.0000 | $53,760.00 | $1,920.0000 | $53,760.00 | $1,698.0000 | $47,544.00 | $1,920.0000 | $53,760.00 |
| 9016112 | PULL BOX, PREFORMED CLASS 3 | 2 | EA | $3,140.0000 | $6,280.00 | $3,140.0000 | $6,280.00 | $3,600.0000 | $7,200.00 | $3,140.0000 | $6,280.00 |
| 9016120 | PULL BOX, CONCRETE, STANDARD | 1 | EA | $5,100.0000 | $5,100.00 | $5,100.0000 | $5,100.00 | $4,800.0000 | $4,800.00 | $5,100.0000 | $5,100.00 |
| 9017006 | CABLE, 6 AWG 1 CONDUCTOR | 1,060 | LF | $2.7500 | $2,915.00 | $2.7500 | $2,915.00 | $2.3000 | $2,438.00 | $2.7500 | $2,915.00 |
| 9017008 | CABLE, 8 AWG 1 CONDUCTOR | 1,960 | LF | $2.2500 | $4,410.00 | $2.2500 | $4,410.00 | $1.6000 | $3,136.00 | $2.2500 | $4,410.00 |
| 9017110 | CABLE, 10 AWG 1 CONDUCTOR, POLE AND BRACKET | 4,980 | LF | $1.3750 | $6,870.00 | $1.3750 | $6,870.00 | $1.0000 | $4,980.00 | $1.3750 | $6,870.00 |
| 9017404 | CABLE-CONDUIT, 1 IN., 2 CONDUCTORS AND 1 BARE NEUTRAL, 6 AWG | 5,810 | LF | $6.0000 | $34,860.00 | $6.0000 | $34,860.00 | $5.5000 | $31,955.00 | $6.0000 | $34,860.00 |
| 9017407 | CABLE-CONDUIT, 1 IN., 2 CONDUCTORS AND 1 BARE NEUTRAL, 8 AWG | 2,660 | LF | $6.0000 | $15,960.00 | $6.0000 | $15,960.00 | $4.7000 | $12,502.00 | $6.0000 | $15,960.00 |
| 9018245 | POLE FOUNDATION (45 FT. OR 13.5 M MOUNTING HEIGHT) | 34 | EA | $2,462.0000 | $83,708.00 | $2,462.0000 | $83,708.00 | $2,300.0000 | $78,200.00 | $2,462.0000 | $83,708.00 |
| 9019902 | MISC. UNDERPASS LED LUMINAIRE (WALLPACK) | 104 | EA | $1,610.2500 | $209,479.00 | $1,610.2500 | $209,479.00 | $1,751.0000 | $220,885.00 | $1,610.2500 | $209,479.00 |
| 9020213 | SIGNAL HEAD, TYPE 3S | 9 | EA | $1,173.0000 | $10,557.00 | $1,173.0000 | $10,557.00 | $1,060.0000 | $9,540.00 | $1,173.0000 | $10,557.00 |
| 9020513 | SIGNAL HEAD, TYPE 3B | 26 | EA | $1,533.0000 | $39,858.00 | $1,533.0000 | $39,858.00 | $1,475.0000 | $38,350.00 | $1,533.0000 | $39,858.00 |
| 9020514 | SIGNAL HEAD, TYPE 4B | 5 | EA | $1,733.0000 | $8,665.00 | $1,733.0000 | $8,665.00 | $1,720.0000 | $8,600.00 | $1,733.0000 | $8,665.00 |
| 9020833 | SH-FLAT SHEET - SIGNAL SIGN | 157 | SQFT | $38.0000 | $5,966.00 | $38.0000 | $5,966.00 | $40.0000 | $6,280.00 | $38.0000 | $5,966.00 |
| 9020834 | SIGNAL SIGN, MOUNTING HARDWARE | 24 | EA | $300.0000 | $7,200.00 | $300.0000 | $7,200.00 | $290.0000 | $7,000.00 | $300.0000 | $7,200.00 |
| 9022708 | POST, SIGNAL 8 FT. | 12 | EA | $1,218.0000 | $14,616.00 | $1,218.0000 | $14,616.00 | $1,350.0000 | $16,200.00 | $1,218.0000 | $14,616.00 |
| 9023230 | POST, TYPE C, 30 FT. ARM OR 9.1 M ARM | 2 | EA | $12,680.0000 | $25,360.00 | $12,680.0000 | $25,360.00 | $12,800.0000 | $25,600.00 | $12,680.0000 | $25,360.00 |
| 9023235 | POST, TYPE C, 35 FT. ARM OR 10.7 M ARM | 1 | EA | $14,488.0000 | $14,488.00 | $14,488.0000 | $14,488.00 | $12,950.0000 | $12,950.00 | $14,488.0000 | $14,488.00 |
| 9023245 | POST, TYPE C, 45 FT. ARM OR 13.7 M ARM | 6 | EA | $14,994.0000 | $89,964.00 | $14,994.0000 | $89,964.00 | $14,180.0000 | $85,080.00 | $14,994.0000 | $89,964.00 |
| 9023250 | POST, TYPE C, 50 FT. ARM OR 15.2 M ARM | 3 | EA | $15,225.0000 | $45,200.00 | $15,225.0000 | $45,200.00 | $14,610.0000 | $43,830.00 | $15,225.0000 | $45,200.00 |
| 9023255 | POST, TYPE C, 55 FT. ARM | 1 | EA | $16,736.0000 | $16,736.00 | $16,736.0000 | $16,736.00 | $16,500.0000 | $16,500.00 | $16,736.0000 | $16,736.00 |
| 9024283 | CONTROLLER ASSEMBLY HOUSING, NEMA TS2 CONTROLLER | 4 | EA | $19,562.0000 | $78,248.00 | $19,562.0000 | $78,248.00 | $21,360.0000 | $85,440.00 | $19,562.0000 | $78,248.00 |
| 9025200 | CONDUIT, 2 IN., TRENCH WITH TRACER WIRE | 349 | LF | $16.0000 | $5,584.00 | $16.0000 | $5,584.00 | $16.0000 | $5,584.00 | $16.0000 | $5,584.00 |
| 9025300 | CONDUIT, 3 IN., TRENCH WITH TRACER WIRE | 349 | LF | $18.0000 | $6,282.00 | $18.0000 | $6,282.00 | $18.0000 | $6,282.00 | $18.0000 | $6,282.00 |
| 9025400 | CONDUIT, 4 IN., TRENCH WITH TRACER WIRE | 124 | LF | $20.0000 | $2,480.00 | $20.0000 | $2,480.00 | $23.5000 | $2,864.00 | $20.0000 | $2,480.00 |
| 9027200 | CONDUIT, 2 IN., PUSHED WITH TRACER WIRE | 796 | LF | $28.0000 | $22,288.00 | $28.0000 | $22,288.00 | $20.0000 | $15,920.00 | $28.0000 | $22,288.00 |
| 9027400 | CONDUIT, 4 IN., PUSHED WITH TRACER WIRE | 1,111 | LF | $33.5000 | $37,291.00 | $33.5000 | $37,291.00 | $25.0000 | $27,775.00 | $33.5000 | $37,291.00 |
| 9028202 | CABLE, 2 AWG 1 CONDUCTOR, POWER | 3,210 | LF | $4.5000 | $15,490.00 | $4.5000 | $15,490.00 | $4.8000 | $15,408.00 | $4.5000 | $15,490.00 |
| 9028308 | CABLE, 16 AWG 2 CONDUCTOR | 2,530 | LF | $2.2500 | $5,692.50 | $2.2500 | $5,692.50 | $1.3000 | $3,289.00 | $2.2500 | $5,692.50 |
| 9028310 | CABLE, 16 AWG 5 CONDUCTOR | 2,560 | LF | $3.0000 | $7,680.00 | $3.0000 | $7,680.00 | $1.8000 | $4,608.00 | $3.0000 | $7,680.00 |
| 9028311 | CABLE, 16 AWG 7 CONDUCTOR | 5,610 | LF | $4.0000 | $22,440.00 | $4.0000 | $22,440.00 | $1.9000 | $10,659.00 | $4.0000 | $22,440.00 |
| 9028811 | PULL BOX, PREFORMED CLASS 2 | 4 | EA | $2,450.0000 | $9,800.00 | $2,450.0000 | $9,800.00 | $2,600.0000 | $10,400.00 | $2,450.0000 | $9,800.00 |
| 9028820 | PULL BOX, CONCRETE, STANDARD | 11 | EA | $5,100.0000 | $56,100.00 | $5,100.0000 | $56,100.00 | $4,800.0000 | $52,800.00 | $5,100.0000 | $56,100.00 |
| 9028821 | PULL BOX, CONCRETE, DOUBLE, TYPE A | 4 | EA | $6,500.0000 | $26,000.00 | $6,500.0000 | $26,000.00 | $6,900.0000 | $27,600.00 | $6,500.0000 | $26,000.00 |
| 9029100 | BASE, CONCRETE | 52.4 | CUYD | $2,845.0000 | $149,078.00 | $2,845.0000 | $149,078.00 | $1,800.0000 | $94,320.00 | $2,845.0000 | $149,078.00 |
| 9029400 | TEMPORARY TRAFFIC SIGNALS | 2 | LS | $30,000.0000 | $60,000.00 | $30,000.0000 | $60,000.00 | $28,000.0000 | $56,000.00 | $30,000.0000 | $60,000.00 |
| 9029901 | MISC. TRAFFIC SIGNAL MAINTENANCE AND PROGRAMMING | 3 | LS | $26,666.6667 | $80,000.00 | $8,666.6667 | $26,000.00 | $30,500.0000 | $91,500.00 | $22,166.6667 | $66,500.00 |
| 9029902 | MISC. TEMPORARY GENERATOR FOR SIGNAL POWER | 53 | EA | $9,669.2857 | $237,020.00 | $9,669.4286 | $237,022.00 | $9,217.4286 | $245,326.00 | $9,669.4286 | $237,022.00 |
| 9029903 | MISC. CAT-5e/CAT-6 ETHERNET CABLE | 430 | LF | $4.0000 | $1,720.00 | $4.0000 | $1,720.00 | $4.0000 | $1,720.00 | $4.0000 | $1,720.00 |
| 9031010 | CONCRETE FOOTINGS, EMBEDDED | 12.2 | CUYD | $3,600.0000 | $43,920.00 | $3,600.0000 | $43,920.00 | $3,600.0000 | $43,920.00 | $3,600.0000 | $43,920.00 |
| 9031020 | CONCRETE FOOTINGS, BOLT DOWN | 20.8 | CUYD | $3,200.0000 | $66,560.00 | $3,200.0000 | $66,560.00 | $3,200.0000 | $66,560.00 | $3,200.0000 | $66,560.00 |
| 9031210 | I-BEAM POSTS | 810 | LB | $6.0000 | $4,860.00 | $6.0000 | $4,860.00 | $6.0000 | $4,860.00 | $6.0000 | $4,860.00 |
| 9031220 | PIPE POSTS | 6,950 | LB | $6.5000 | $45,175.00 | $6.5000 | $45,175.00 | $6.5000 | $45,175.00 | $6.5000 | $45,175.00 |
| 9035004A | SH-FLAT SHEET | 792 | SQFT | $40.0000 | $31,680.00 | $40.0000 | $31,680.00 | $40.0000 | $31,680.00 | $40.0000 | $31,680.00 |
| 9035011A | ST-STRUCTURAL | 571 | SQFT | $36.0000 | $20,556.00 | $36.0000 | $20,556.00 | $36.0000 | $20,556.00 | $36.0000 | $20,556.00 |
| 9035069A | SHF-FLAT SHEET FLUORESCENT | 72 | SQFT | $40.0000 | $2,880.00 | $40.0000 | $2,880.00 | $40.0000 | $2,880.00 | $40.0000 | $2,880.00 |
| 9039902 | MISC. SIGN MOUNTING BRACKET FOR BARRIER WALL | 21 | EA | $18,200.0000 | $156,600.00 | $18,200.0000 | $156,600.00 | $18,200.0000 | $156,600.00 | $18,200.0000 | $156,600.00 |
| 9105200 | CONDUIT, 2 IN., RIGID, IN TRENCH | 1,046 | LF | $16.0000 | $16,736.00 | $16.0000 | $16,736.00 | $16.0000 | $16,736.00 | $16.0000 | $16,736.00 |
| 9105201 | CONDUIT, 3 IN., RIGID, IN TRENCH | 10 | LF | $18.0000 | $180.00 | $18.0000 | $180.00 | $28.0000 | $280.00 | $18.0000 | $180.00 |
| 9107201 | CONDUIT, 3 IN., RIGID, PUSHED | 651 | LF | $31.0000 | $20,181.00 | $31.0000 | $20,181.00 | $22.0000 | $14,322.00 | $31.0000 | $20,181.00 |
| 9108206 | CABLE, 6 AWG, 1 CONDUCTOR, POWER | 570 | LF | $2.2500 | $1,282.50 | $2.2500 | $1,282.50 | $2.0000 | $1,140.00 | $2.2500 | $1,282.50 |
| 9108811 | PULL BOX, PREFORMED CLASS 2 | 6 | EA | $2,450.0000 | $14,700.00 | $2,450.0000 | $14,700.00 | $2,617.5000 | $15,635.00 | $2,450.0000 | $14,700.00 |
| 9109901 | MISC. ST. LOUIS COUNTY FIBER OPTIC CABLE RELOCATION | 2 | LS | $4,300.0000 | $8,600.00 | $4,300.0000 | $8,600.00 | $8,450.0000 | $16,900.00 | $4,300.0000 | $8,600.00 |
| 9109902 | MISC. WALL-MOUNTED FIBER INTERCONNECT CENTER | 1,117 | EA | $1,770.8519 | $118,775.00 | $1,770.8519 | $118,775.00 | $1,703.1111 | $138,259.00 | $1,770.8519 | $118,775.00 |
| 9109903 | MISC. REMOVAL OF EXISTING FIBER OPTIC CABLE | 35,686 | LF | $3.3333 | $108,784.00 | $3.3333 | $108,784.00 | $3.5667 | $112,137.00 | $3.3333 | $108,784.00 |
Source: public Missouri DOT letting records, republished by BidTabs.us. Figures are reproduced as submitted at letting.
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