Bid Tabulations
Letting of
07/28/2010
LA DOTD Headquarters
| Lead Project: 451-08-0078 | |
| Parish: Madison | |
| Routes: I-20 | |
| Description: MOUND TO DELTA SCALES | |
| Type Const: GRADING, DRAINAGE STRUCTURES, COLD PLANING ASPHALTIC CONCRETE, PAVEMENT PATCHING, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, AND RELATED WORK. | |
| Estimated Construction Cost: $15,028,337.00 | |
| Maximum Number of Days Allowed for Construction: 355 | |
| Calculated Daily User Cost: $3,000.00 | |
| Rank | License | Bidder | Construction Bid | Bidder's Proposed Contract Time |
Total Bid |
|---|---|---|---|---|---|
| 1 | 05789 | D & J Construction Co., Inc. | $11,094,867.15 | 265 | $11,889,867.15 |
| 2 | 12487 | Diamond B Construction Co., L.L.C. | $11,372,621.80 | 230 | $12,062,621.80 |
| 3 | 12312 | Gilchrist Construction Co. LLC | $13,065,003.50 | 265 | $13,860,003.50 |
| 4 | 18191 | Apac-Mississippi, Inc. | $13,987,835.50 | 330 | $14,977,835.50 |
| 5 | 47347 | Kiewit Louisiana Co | $16,352,087.11 | 100 | $16,652,087.11 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - D & J Construction Co., Inc. |
- 2 - Diamond B Construction Co., L.L.C. |
- 3 - Gilchrist Construction Co. LLC |
- 4 - Apac-Mississippi, Inc. |
||||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 2,500.00 | 2,500.00 | 2,800.00 | 2,800.00 | 10,000.00 | 10,000.00 | 42,000.00 | 42,000.00 |
| 0002 | 202-02-06040 | Removal of Concrete Box Headwall AS LISTED IN SUMMARY OF DRAINAGE STRUCTU | 4 | EACH | 500.00 | 2,000.00 | 900.00 | 3,600.00 | 900.00 | 3,600.00 | 472.50 | 1,890.00 |
| 0003 | 202-02-14500 | Removal of Guard Rail | 5,575.8 | LNFT | 10.00 | 55,758.00 | 3.00 | 16,727.40 | 12.00 | 66,909.60 | 6.30 | 35,127.54 |
| 0004 | 202-02-32100 | Removal of Pipe (Cross Drain) AS LISTED IN SUMMARY OF DRAINAGE STRUCTU | 310 | LNFT | 8.00 | 2,480.00 | 23.00 | 7,130.00 | 25.00 | 7,750.00 | 7.35 | 2,278.50 |
| 0005 | 202-02-32180 | Removal of Pipe Headwalls | 33 | EACH | 500.00 | 16,500.00 | 800.00 | 26,400.00 | 830.00 | 27,390.00 | 472.50 | 15,592.50 |
| 0006 | 202-03-00010 | Relocation LIGHT POLE AT NORTH REST AREA | 10 | EACH | 1,100.00 | 11,000.00 | 3,000.00 | 30,000.00 | 4,100.00 | 41,000.00 | 2,520.00 | 25,200.00 |
| 0007 | 202-03-38000 | Relocation of Sign AS NECESSARY WITHIN THE WORK ZONE | 50 | EACH | 400.00 | 20,000.00 | 475.00 | 23,750.00 | 500.00 | 25,000.00 | 577.50 | 28,875.00 |
| 0008 | 203-07-00100 | Borrow (Vehicular Measurement) | 142,290 | CUYD | 3.25 | 462,442.50 | 0.25 | 35,572.50 | 6.20 | 882,198.00 | 13.18 | 1,875,382.20 |
| 0009 | 204-02-00100 | Temporary Hay or Straw Bales | 828 | EACH | 20.00 | 16,560.00 | 23.00 | 19,044.00 | 15.00 | 12,420.00 | 13.65 | 11,302.20 |
| 0010 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 225 | EACH | 250.00 | 56,250.00 | 175.00 | 39,375.00 | 100.00 | 22,500.00 | 78.75 | 17,718.75 |
| 0011 | 204-06-00100 | Temporary Silt Fencing | 10,560 | LNFT | 2.50 | 26,400.00 | 3.50 | 36,960.00 | 2.00 | 21,120.00 | 5.78 | 61,036.80 |
| 0012 | 502-01-00100 | Superpave Asphaltic Concrete | 76,503.8 | TON | 71.00 | 5,431,769.80 | 72.00 | 5,508,273.60 | 74.00 | 5,661,281.20 | 68.00 | 5,202,258.40 |
| 0013 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 3,760.2 | TON | 71.00 | 266,974.20 | 89.00 | 334,657.80 | 125.00 | 470,025.00 | 74.00 | 278,254.80 |
| 0014 | 508-01-00100 | Asphalt Concrete (SMA) Wearing Course | 14,716.7 | TON | 97.00 | 1,427,519.90 | 112.00 | 1,648,270.40 | 99.00 | 1,456,953.30 | 115.00 | 1,692,420.50 |
| 0015 | 509-01-00100 | Cold Planing Asphaltic Pavement | 19,593 | SQYD | 2.25 | 44,084.25 | 3.25 | 63,677.25 | 2.50 | 48,982.50 | 5.15 | 100,903.95 |
| 0016 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -743 | CUYD | 0.10 | -74.30 | 0.10 | -74.30 | 1.00 | -743.00 | 0.01 | -7.43 |
| 0017 | 510-03-00100 | Pavement Joint Repair | 200 | TON | 175.00 | 35,000.00 | 140.00 | 28,000.00 | 260.00 | 52,000.00 | 192.32 | 38,464.00 |
| 0018 | 602-02-00200 | Cleaning and Resealing Existing Longitudinal Pavement Joints | 10,420 | LNFT | 1.50 | 15,630.00 | 1.40 | 14,588.00 | 1.40 | 14,588.00 | 1.89 | 19,693.80 |
| 0019 | 602-02-00300 | Cleaning and Resealing Existing Transverse Pavements Joints | 12,504 | LNFT | 1.65 | 20,631.60 | 1.55 | 19,381.20 | 1.60 | 20,006.40 | 1.89 | 23,632.56 |
| 0020 | 602-05-01160 | Full Depth Patching of Jointed Concrete Pavement (16.0 square yards and under) (9" Thick) | 10 | SQYD | 150.00 | 1,500.00 | 145.00 | 1,450.00 | 152.00 | 1,520.00 | 283.50 | 2,835.00 |
| 0021 | 602-05-01200 | Full Depth Patching of Jointed Concrete Pavement (16.0 square yards and under) (10" Thick) | 29.3 | SQYD | 155.00 | 4,541.50 | 155.00 | 4,541.50 | 159.00 | 4,658.70 | 294.00 | 8,614.20 |
| 0022 | 602-05-02160 | Full Depth Patching of Jointed Concrete Pavement (16.1 square yards to 48.0 square yards) (9" Thick) | 34 | SQYD | 130.00 | 4,420.00 | 127.00 | 4,318.00 | 130.00 | 4,420.00 | 273.00 | 9,282.00 |
| 0023 | 602-05-02200 | Full Depth Patching of Jointed Concrete Pavement (16.1 square yards to 48.0 square yards) (10" Thick) | 142.7 | SQYD | 135.00 | 19,264.50 | 130.00 | 18,551.00 | 135.00 | 19,264.50 | 283.50 | 40,455.45 |
| 0024 | 602-05-03160 | Full Depth Patching of Jointed Concrete Pavement (48.1 square yards and over) (9" Thick) | 120 | SQYD | 110.00 | 13,200.00 | 106.00 | 12,720.00 | 110.00 | 13,200.00 | 262.50 | 31,500.00 |
| 0025 | 602-05-03200 | Full Depth Patching of Jointed Concrete Pavement (48.1 square yards and over) (10" Thick) | 1,166.6 | SQYD | 115.00 | 134,159.00 | 110.00 | 128,326.00 | 115.00 | 134,159.00 | 210.00 | 244,986.00 |
| 0026 | 602-07-00100 | Patching Continuously Reinforced Concrete Pavement | 4,729.1 | SQYD | 185.00 | 874,883.50 | 185.00 | 874,883.50 | 200.00 | 945,820.00 | 175.92 | 831,943.27 |
| 0027 | 602-10-00100 | Longitudinal Shoulder Joints | 20,840 | LNFT | 1.50 | 31,260.00 | 1.30 | 27,092.00 | 1.30 | 27,092.00 | 1.58 | 32,927.20 |
| 0028 | 701-10-01060 | Reinforced Concrete Pipe (Extension) (24") | 240 | LNFT | 75.00 | 18,000.00 | 110.00 | 26,400.00 | 120.00 | 28,800.00 | 68.25 | 16,380.00 |
| 0029 | 701-10-01080 | Reinforced Concrete Pipe (Extension) (30") | 104 | LNFT | 85.00 | 8,840.00 | 110.00 | 11,440.00 | 108.00 | 11,232.00 | 78.75 | 8,190.00 |
| 0030 | 701-10-01100 | Reinforced Concrete Pipe (Extension) (36") | 96 | LNFT | 110.00 | 10,560.00 | 165.00 | 15,840.00 | 170.00 | 16,320.00 | 103.95 | 9,979.20 |
| 0031 | 701-10-01120 | Reinforced Concrete Pipe (Extension) (42") | 64 | LNFT | 155.00 | 9,920.00 | 170.00 | 10,880.00 | 180.00 | 11,520.00 | 152.25 | 9,744.00 |
| 0032 | 701-10-01140 | Reinforced Concrete Pipe (Extension) (48") | 348 | LNFT | 200.00 | 69,600.00 | 200.00 | 69,600.00 | 210.00 | 73,080.00 | 197.40 | 68,695.20 |
| 0033 | 701-15-00100 | Concrete Collar | 49 | EACH | 600.00 | 29,400.00 | 950.00 | 46,550.00 | 950.00 | 46,550.00 | 551.25 | 27,011.25 |
| 0034 | 702-04-00200 | Adjusting Catch Basins | 3 | EACH | 3,000.00 | 9,000.00 | 2,600.00 | 7,800.00 | 2,700.00 | 8,100.00 | 2,940.00 | 8,820.00 |
| 0035 | 703-01-00100 | Shoulder Underdrain Systems | 38,838 | LNFT | 5.00 | 194,190.00 | 4.70 | 182,538.60 | 9.60 | 372,844.80 | 4.68 | 181,761.84 |
| 0036 | 703-02-00100 | Shoulder Outlet Underdrains | 155 | EACH | 430.00 | 66,650.00 | 450.00 | 69,750.00 | 500.00 | 77,500.00 | 446.25 | 69,168.75 |
| 0037 | 704-01-01020 | Guard Rail (Single Thrie Beam) (6'-3" post spacing) | 700 | LNFT | 23.50 | 16,450.00 | 30.00 | 21,000.00 | 25.00 | 17,500.00 | 36.75 | 25,725.00 |
| 0038 | 704-01-02000 | Guard Rail (DoubleThrie Beam) (3'-1 1/2" post spacing) | 294.1 | LNFT | 31.00 | 9,117.10 | 38.00 | 11,175.80 | 34.00 | 9,999.40 | 57.75 | 16,984.28 |
| 0039 | 704-03-00100 | Blocked Out Guard Rail | 3,399.5 | LNFT | 16.50 | 56,091.75 | 19.00 | 64,590.50 | 18.00 | 61,191.00 | 21.00 | 71,389.50 |
| 0040 | 704-06-00100 | Guard Rail Anchor Sections (Trailing End) | 50.4 | LNFT | 63.50 | 3,200.40 | 53.00 | 2,671.20 | 70.00 | 3,528.00 | 99.75 | 5,027.40 |
| 0041 | 704-06-00200 | Guard Rail Anchor Sections (Trailing End) (Single Thrie Beam) | 69.3 | LNFT | 86.00 | 5,959.80 | 53.00 | 3,672.90 | 95.00 | 6,583.50 | 120.75 | 8,367.98 |
| 0042 | 704-07-00200 | Guard Rail Bridge Attachments (Single Thrie Beam) | 100 | LNFT | 39.00 | 3,900.00 | 37.00 | 3,700.00 | 43.00 | 4,300.00 | 36.75 | 3,675.00 |
| 0043 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 54.00 | 5,400.00 | 69.00 | 6,900.00 | 58.00 | 5,800.00 | 63.00 | 6,300.00 |
| 0044 | 704-11-00100 | Guard Rail End Treatment (Flared) | 23 | EACH | 1,900.00 | 43,700.00 | 1,900.00 | 43,700.00 | 2,000.00 | 46,000.00 | 2,310.00 | 53,130.00 |
| 0045 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 245,000.00 | 245,000.00 | 350,000.00 | 350,000.00 | 500,000.00 | 500,000.00 | 599,000.00 | 599,000.00 |
| 0046 | 713-02-00300 | Temporary Pavement Markings (8" Width) | 2,094 | LNFT | 0.75 | 1,570.50 | 0.25 | 523.50 | 0.25 | 523.50 | 0.32 | 670.08 |
| 0047 | 713-02-00500 | Temporary Pavement Markings (24" Width) | 356 | LNFT | 1.50 | 534.00 | 0.80 | 284.80 | 0.85 | 302.60 | 0.95 | 338.20 |
| 0048 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 39.28 | MILE | 225.00 | 8,838.00 | 150.00 | 5,892.00 | 250.00 | 9,820.00 | 158.76 | 6,236.09 |
| 0049 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 39.28 | MILE | 325.00 | 12,766.00 | 500.00 | 19,640.00 | 525.00 | 20,622.00 | 315.00 | 12,373.20 |
| 0050 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 80.61 | MILE | 375.00 | 30,228.75 | 585.00 | 47,156.85 | 600.00 | 48,366.00 | 682.50 | 55,016.33 |
| 0051 | 717-01-00100 | Seeding | 1,958 | LB | 2.50 | 4,895.00 | 10.00 | 19,580.00 | 8.30 | 16,251.40 | 6.30 | 12,335.40 |
| 0052 | 726-01-00100 | Bedding Material | 299.9 | CUYD | 90.00 | 26,991.00 | 105.00 | 31,489.50 | 100.00 | 29,990.00 | 90.30 | 27,080.97 |
| 0053 | 727-01-00100 | Mobilization | 1 | LUMP | 722,000.00 | 722,000.00 | 930,100.00 | 930,100.00 | 1,150,000.00 | 1,150,000.00 | 1,399,000.00 | 1,399,000.00 |
| 0054 | 729-16-00300 | Object Marker Assembly (Type 3) | 31 | EACH | 70.00 | 2,170.00 | 63.00 | 1,953.00 | 77.00 | 2,387.00 | 78.75 | 2,441.25 |
| 0055 | 731-02-00100 | Reflectorized Raised Pavement Markers | 1,779 | EACH | 6.00 | 10,674.00 | 5.50 | 9,784.50 | 5.80 | 10,318.20 | 4.73 | 8,414.67 |
| 0056 | 732-01-01040 | Plastic Pavement Striping (8" Width) (Thermoplastic 90 mil) | 2,094 | LNFT | 4.00 | 8,376.00 | 1.40 | 2,931.60 | 1.50 | 3,141.00 | 1.05 | 2,198.70 |
| 0057 | 732-01-01080 | Plastic Pavement Striping (24" Width) (Thermoplastic 90 mil) | 356 | LNFT | 6.00 | 2,136.00 | 4.75 | 1,691.00 | 5.00 | 1,780.00 | 3.15 | 1,121.40 |
| 0058 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 21.11 | MILE | 2,600.00 | 54,886.00 | 2,600.00 | 54,886.00 | 2,700.00 | 56,997.00 | 2,625.00 | 55,413.75 |
| 0059 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 10.96 | MILE | 1,100.00 | 12,056.00 | 900.00 | 9,864.00 | 940.00 | 10,302.40 | 840.00 | 9,206.40 |
| 0060 | 732-04-05020 | Plastic Pavement Legends and Symbols (EXIT) | 3 | EACH | 550.00 | 1,650.00 | 210.00 | 630.00 | 220.00 | 660.00 | 236.25 | 708.75 |
| 0061 | 732-04-12000 | Plastic Pavement Legends and Symbols (LANE) | 3 | EACH | 550.00 | 1,650.00 | 225.00 | 675.00 | 230.00 | 690.00 | 236.25 | 708.75 |
| 0062 | 732-04-15020 | Plastic Pavement Legends and Symbols (ONLY) | 3 | EACH | 550.00 | 1,650.00 | 230.00 | 690.00 | 245.00 | 735.00 | 236.25 | 708.75 |
| 0063 | 732-05-00100 | Removal of Existing Markings | 2.436 | MILE | 8,500.00 | 20,706.00 | 3,900.00 | 9,500.40 | 4,000.00 | 9,744.00 | 5,250.00 | 12,789.00 |
| 0064 | 739-01-00100 | Hydro-Seeding | 65.25 | ACRE | 1,000.00 | 65,250.00 | 1,100.00 | 71,775.00 | 1,300.00 | 84,825.00 | 2,023.35 | 132,023.59 |
| 0065 | 740-01-00100 | Construction Layout | 1 | LUMP | 120,000.00 | 120,000.00 | 73,000.00 | 73,000.00 | 75,000.00 | 75,000.00 | 200,000.00 | 200,000.00 |
| 0066 | 805-01-00300 | Class A Concrete (Box Culvert Headwalls) | 25.2 | CUYD | 975.00 | 24,570.00 | 1,950.00 | 49,140.00 | 2,000.00 | 50,400.00 | 997.50 | 25,137.00 |
| 0067 | 805-09-00100 | Expansion Joint Seal | 192 | LNFT | 80.00 | 15,360.00 | 79.00 | 15,168.00 | 83.00 | 15,936.00 | 31.50 | 6,048.00 |
| 0068 | 805-12-01000 | Reinforced Concrete Box Culverts (4' x 4') | 90 | LNFT | 400.00 | 36,000.00 | 370.00 | 33,300.00 | 400.00 | 36,000.00 | 415.80 | 37,422.00 |
| 0069 | 806-01-00100 | Deformed Reinforcing Steel | 1,921 | LB | 2.00 | 3,842.00 | 2.40 | 4,610.40 | 2.50 | 4,802.50 | 1.73 | 3,323.33 |
| 0070 | NS-602-00001 | Milling Concrete Pavement | 4,949.6 | SQYD | 14.00 | 69,294.40 | 6.50 | 32,172.40 | 10.00 | 49,496.00 | 9.57 | 47,367.67 |
| 0071 | NS-713-00001 | Dynamic Message Sign Unit | 4 | EACH | 5,800.00 | 23,200.00 | 15,000.00 | 60,000.00 | 18,000.00 | 72,000.00 | 14,500.00 | 58,000.00 |
| 0072 | NS-724-00002 | Rumble Strips (Shoulder Ground-In) | 19.9 | MILE | 600.00 | 11,940.00 | 400.00 | 7,960.00 | 500.00 | 9,950.00 | 393.75 | 7,835.63 |
| ITEM TOTAL (CONSTRUCTION BID) | 11,094,867.15 | 11,372,621.80 | 13,065,003.50 | 13,987,835.50 | ||||||||
| NUMBER OF DAYS BID AT $3000 PER DAY. | 795,000.00 | 690,000.00 | 795,000.00 | 990,000.00 | ||||||||
| TOTAL BID | 11,889,867.15 | 12,062,621.80 | 13,860,003.50 | 14,977,835.50 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 5 - Kiewit Louisiana Co |
|
| Unit Price | Total Amount |
|||||
| 0001 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 700.00 | 700.00 |
| 0002 | 202-02-06040 | Removal of Concrete Box Headwall AS LISTED IN SUMMARY OF DRAINAGE STRUCTU | 4 | EACH | 2,200.00 | 8,800.00 |
| 0003 | 202-02-14500 | Removal of Guard Rail | 5,575.8 | LNFT | 6.60 | 36,800.28 |
| 0004 | 202-02-32100 | Removal of Pipe (Cross Drain) AS LISTED IN SUMMARY OF DRAINAGE STRUCTU | 310 | LNFT | 16.00 | 4,960.00 |
| 0005 | 202-02-32180 | Removal of Pipe Headwalls | 33 | EACH | 2,200.00 | 72,600.00 |
| 0006 | 202-03-00010 | Relocation LIGHT POLE AT NORTH REST AREA | 10 | EACH | 3,000.00 | 30,000.00 |
| 0007 | 202-03-38000 | Relocation of Sign AS NECESSARY WITHIN THE WORK ZONE | 50 | EACH | 525.00 | 26,250.00 |
| 0008 | 203-07-00100 | Borrow (Vehicular Measurement) | 142,290 | CUYD | 16.00 | 2,276,640.00 |
| 0009 | 204-02-00100 | Temporary Hay or Straw Bales | 828 | EACH | 13.00 | 10,764.00 |
| 0010 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 225 | EACH | 105.00 | 23,625.00 |
| 0011 | 204-06-00100 | Temporary Silt Fencing | 10,560 | LNFT | 5.00 | 52,800.00 |
| 0012 | 502-01-00100 | Superpave Asphaltic Concrete | 76,503.8 | TON | 86.00 | 6,579,326.80 |
| 0013 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 3,760.2 | TON | 145.00 | 545,229.00 |
| 0014 | 508-01-00100 | Asphalt Concrete (SMA) Wearing Course | 14,716.7 | TON | 110.00 | 1,618,837.00 |
| 0015 | 509-01-00100 | Cold Planing Asphaltic Pavement | 19,593 | SQYD | 5.00 | 97,965.00 |
| 0016 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -743 | CUYD | 5.00 | -3,715.00 |
| 0017 | 510-03-00100 | Pavement Joint Repair | 200 | TON | 210.00 | 42,000.00 |
| 0018 | 602-02-00200 | Cleaning and Resealing Existing Longitudinal Pavement Joints | 10,420 | LNFT | 4.00 | 41,680.00 |
| 0019 | 602-02-00300 | Cleaning and Resealing Existing Transverse Pavements Joints | 12,504 | LNFT | 5.00 | 62,520.00 |
| 0020 | 602-05-01160 | Full Depth Patching of Jointed Concrete Pavement (16.0 square yards and under) (9" Thick) | 10 | SQYD | 400.00 | 4,000.00 |
| 0021 | 602-05-01200 | Full Depth Patching of Jointed Concrete Pavement (16.0 square yards and under) (10" Thick) | 29.3 | SQYD | 400.00 | 11,720.00 |
| 0022 | 602-05-02160 | Full Depth Patching of Jointed Concrete Pavement (16.1 square yards to 48.0 square yards) (9" Thick) | 34 | SQYD | 400.00 | 13,600.00 |
| 0023 | 602-05-02200 | Full Depth Patching of Jointed Concrete Pavement (16.1 square yards to 48.0 square yards) (10" Thick) | 142.7 | SQYD | 400.00 | 57,080.00 |
| 0024 | 602-05-03160 | Full Depth Patching of Jointed Concrete Pavement (48.1 square yards and over) (9" Thick) | 120 | SQYD | 400.00 | 48,000.00 |
| 0025 | 602-05-03200 | Full Depth Patching of Jointed Concrete Pavement (48.1 square yards and over) (10" Thick) | 1,166.6 | SQYD | 265.00 | 309,149.00 |
| 0026 | 602-07-00100 | Patching Continuously Reinforced Concrete Pavement | 4,729.1 | SQYD | 232.01 | 1,097,198.49 |
| 0027 | 602-10-00100 | Longitudinal Shoulder Joints | 20,840 | LNFT | 2.63 | 54,809.20 |
| 0028 | 701-10-01060 | Reinforced Concrete Pipe (Extension) (24") | 240 | LNFT | 1,000.00 | 240,000.00 |
| 0029 | 701-10-01080 | Reinforced Concrete Pipe (Extension) (30") | 104 | LNFT | 500.00 | 52,000.00 |
| 0030 | 701-10-01100 | Reinforced Concrete Pipe (Extension) (36") | 96 | LNFT | 700.00 | 67,200.00 |
| 0031 | 701-10-01120 | Reinforced Concrete Pipe (Extension) (42") | 64 | LNFT | 1,000.00 | 64,000.00 |
| 0032 | 701-10-01140 | Reinforced Concrete Pipe (Extension) (48") | 348 | LNFT | 1,000.00 | 348,000.00 |
| 0033 | 701-15-00100 | Concrete Collar | 49 | EACH | 670.00 | 32,830.00 |
| 0034 | 702-04-00200 | Adjusting Catch Basins | 3 | EACH | 18,100.20 | 54,300.60 |
| 0035 | 703-01-00100 | Shoulder Underdrain Systems | 38,838 | LNFT | 5.00 | 194,190.00 |
| 0036 | 703-02-00100 | Shoulder Outlet Underdrains | 155 | EACH | 500.00 | 77,500.00 |
| 0037 | 704-01-01020 | Guard Rail (Single Thrie Beam) (6'-3" post spacing) | 700 | LNFT | 38.50 | 26,950.00 |
| 0038 | 704-01-02000 | Guard Rail (DoubleThrie Beam) (3'-1 1/2" post spacing) | 294.1 | LNFT | 60.00 | 17,646.00 |
| 0039 | 704-03-00100 | Blocked Out Guard Rail | 3,399.5 | LNFT | 22.00 | 74,789.00 |
| 0040 | 704-06-00100 | Guard Rail Anchor Sections (Trailing End) | 50.4 | LNFT | 104.00 | 5,241.60 |
| 0041 | 704-06-00200 | Guard Rail Anchor Sections (Trailing End) (Single Thrie Beam) | 69.3 | LNFT | 126.00 | 8,731.80 |
| 0042 | 704-07-00200 | Guard Rail Bridge Attachments (Single Thrie Beam) | 100 | LNFT | 38.00 | 3,800.00 |
| 0043 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 66.00 | 6,600.00 |
| 0044 | 704-11-00100 | Guard Rail End Treatment (Flared) | 23 | EACH | 2,420.00 | 55,660.00 |
| 0045 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 50,000.00 | 50,000.00 |
| 0046 | 713-02-00300 | Temporary Pavement Markings (8" Width) | 2,094 | LNFT | 0.24 | 502.56 |
| 0047 | 713-02-00500 | Temporary Pavement Markings (24" Width) | 356 | LNFT | 0.83 | 295.48 |
| 0048 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 39.28 | MILE | 523.00 | 20,543.44 |
| 0049 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 39.28 | MILE | 523.00 | 20,543.44 |
| 0050 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 80.61 | MILE | 600.00 | 48,366.00 |
| 0051 | 717-01-00100 | Seeding | 1,958 | LB | 10.50 | 20,559.00 |
| 0052 | 726-01-00100 | Bedding Material | 299.9 | CUYD | 18.53 | 5,557.15 |
| 0053 | 727-01-00100 | Mobilization | 1 | LUMP | 1,289,300.00 | 1,289,300.00 |
| 0054 | 729-16-00300 | Object Marker Assembly (Type 3) | 31 | EACH | 160.51 | 4,975.81 |
| 0055 | 731-02-00100 | Reflectorized Raised Pavement Markers | 1,779 | EACH | 5.80 | 10,318.20 |
| 0056 | 732-01-01040 | Plastic Pavement Striping (8" Width) (Thermoplastic 90 mil) | 2,094 | LNFT | 1.50 | 3,141.00 |
| 0057 | 732-01-01080 | Plastic Pavement Striping (24" Width) (Thermoplastic 90 mil) | 356 | LNFT | 5.00 | 1,780.00 |
| 0058 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 21.11 | MILE | 2,700.00 | 56,997.00 |
| 0059 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 10.96 | MILE | 935.00 | 10,247.60 |
| 0060 | 732-04-05020 | Plastic Pavement Legends and Symbols (EXIT) | 3 | EACH | 220.00 | 660.00 |
| 0061 | 732-04-12000 | Plastic Pavement Legends and Symbols (LANE) | 3 | EACH | 258.00 | 774.00 |
| 0062 | 732-04-15020 | Plastic Pavement Legends and Symbols (ONLY) | 3 | EACH | 248.00 | 744.00 |
| 0063 | 732-05-00100 | Removal of Existing Markings | 2.436 | MILE | 4,125.00 | 10,048.50 |
| 0064 | 739-01-00100 | Hydro-Seeding | 65.25 | ACRE | 1,050.00 | 68,512.50 |
| 0065 | 740-01-00100 | Construction Layout | 1 | LUMP | 5,000.00 | 5,000.00 |
| 0066 | 805-01-00300 | Class A Concrete (Box Culvert Headwalls) | 25.2 | CUYD | 98.17 | 2,473.88 |
| 0067 | 805-09-00100 | Expansion Joint Seal | 192 | LNFT | 15.75 | 3,024.00 |
| 0068 | 805-12-01000 | Reinforced Concrete Box Culverts (4' x 4') | 90 | LNFT | 864.67 | 77,820.30 |
| 0069 | 806-01-00100 | Deformed Reinforcing Steel | 1,921 | LB | 0.37 | 710.77 |
| 0070 | NS-602-00001 | Milling Concrete Pavement | 4,949.6 | SQYD | 2.62 | 12,967.95 |
| 0071 | NS-713-00001 | Dynamic Message Sign Unit | 4 | EACH | 40,619.22 | 162,476.88 |
| 0072 | NS-724-00002 | Rumble Strips (Shoulder Ground-In) | 19.9 | MILE | 551.25 | 10,969.88 |
| ITEM TOTAL (CONSTRUCTION BID) | 16,352,087.11 | |||||
| NUMBER OF DAYS BID AT $3000 PER DAY. | 300,000.00 | |||||
| TOTAL BID | 16,652,087.11 | |||||