Bid Tabulations
Letting of
08/31/2011
LA DOTD Headquarters
| Lead Project: 134-02-0021 | |
| Parish: Vernon | |
| Routes: LA 8 | |
| Description: LA 8 BRIDGES NEAR SIMPSON | |
| Type Const: GRADING, DRAINAGE STRUCTURES, LIME TREATMENT, CLASS II BASE COURSE, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, CONCRETE SLAB SPAN BRIDGES AND RELATED WORK. | |
| Estimated Construction Cost: $10,909,848.05 | |
| Maximum Number of Days Allowed for Construction: 9999 | |
| Calculated Daily User Cost: $3,000.00 | |
| Rank | License | Bidder | Construction Bid | Bidder's Proposed Contract Time |
Total Bid |
|---|---|---|---|---|---|
| 1 | 12312 | Gilchrist Construction Co. LLC | $9,314,833.82 | 450 | $10,664,833.82 |
| 2 | 34567 | James Construction Group LLC | $8,997,307.74 | 800 | $11,397,307.74 |
| 3 | 07740 | Cajun Constructors, Inc. | $12,675,534.78 | 840 | $15,195,534.78 |
| 4 | 55519 | Key, LLC Of Mississippi | $12,911,393.51 | 800 | $15,311,393.51 |
| 5 | 12135 | Blount Bros. Construction, Inc. | $14,023,376.15 | 450 | $15,373,376.15 |
| 6 | 00060 | F. Miller Construction Llc | $14,531,480.42 | 580 | $16,271,480.42 |
| 7 | 09090 | Guinn Brothers, LLC. | $13,423,946.05 | 1095 | $16,708,946.05 |
| 8 | 01012 | Cecil D. Gassiott, LLC | $12,991,434.93 | 1260 | $16,771,434.93 |
| 9 | 39462 | Jb James Construction Llc | $14,700,007.40 | 780 | $17,040,007.40 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Gilchrist Construction Co. LLC |
- 2 - James Construction Group LLC |
- 3 - Cajun Constructors, Inc. |
- 4 - Key, LLC Of Mississippi |
||||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 201-01-00100 | Clearing and Grubbing | 1 | LUMP | 325,000.00 | 325,000.00 | 175,000.00 | 175,000.00 | 135,000.00 | 135,000.00 | 185,000.00 | 185,000.00 |
| 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 5,000.00 | 5,000.00 | 3,500.00 | 3,500.00 | 2,600.00 | 2,600.00 | 20,000.00 | 20,000.00 |
| 0003 | 202-02-04000 | Removal of Bridge STATION 206+78.41, 23' X 35', TIMBER TRESTLE | 1 | EACH | 10,000.00 | 10,000.00 | 2,500.00 | 2,500.00 | 6,000.00 | 6,000.00 | 5,000.00 | 5,000.00 |
| 0004 | 202-02-04000 | Removal of Bridge STATION 455+05.53, 23' X 40', TIMBER TRESTLE | 1 | EACH | 10,000.00 | 10,000.00 | 2,500.00 | 2,500.00 | 6,000.00 | 6,000.00 | 5,000.00 | 5,000.00 |
| 0005 | 202-02-04000 | Removal of Bridge STATION 305+19.36, 23' X 78', TIMBER TRESTLE | 1 | EACH | 15,000.00 | 15,000.00 | 4,000.00 | 4,000.00 | 6,000.00 | 6,000.00 | 11,000.00 | 11,000.00 |
| 0006 | 202-02-04000 | Removal of Bridge STATION 106+97.00, 23' X 121', TIMBER TRESTLE | 1 | EACH | 20,000.00 | 20,000.00 | 10,000.00 | 10,000.00 | 7,000.00 | 7,000.00 | 12,000.00 | 12,000.00 |
| 0007 | 202-02-04000 | Removal of Bridge STATION 407+50.00, 23' X 230', TIMBER TRESTLE | 1 | EACH | 40,000.00 | 40,000.00 | 15,000.00 | 15,000.00 | 13,000.00 | 13,000.00 | 25,000.00 | 25,000.00 |
| 0008 | 202-02-04000 | Removal of Bridge STATION 413+50.27, 23' X 268', TIMBER TRESTLE | 1 | EACH | 45,000.00 | 45,000.00 | 20,000.00 | 20,000.00 | 14,000.00 | 14,000.00 | 25,000.00 | 25,000.00 |
| 0009 | 202-02-04000 | Removal of Bridge STATION 433+10.88, 23' X 78', TIMBER TRESTLE | 1 | EACH | 15,000.00 | 15,000.00 | 4,000.00 | 4,000.00 | 5,000.00 | 5,000.00 | 11,000.00 | 11,000.00 |
| 0010 | 202-02-04000 | Removal of Bridge STATION 419+80.09, 23' X 173', TIMBER TRESTLE | 1 | EACH | 30,000.00 | 30,000.00 | 12,000.00 | 12,000.00 | 10,000.00 | 10,000.00 | 22,000.00 | 22,000.00 |
| 0011 | 202-02-04000 | Removal of Bridge STATION 425+73.81, 23' X 78', TIMBER TRESTLE | 1 | EACH | 15,000.00 | 15,000.00 | 4,000.00 | 4,000.00 | 5,000.00 | 5,000.00 | 11,000.00 | 11,000.00 |
| 0012 | 202-02-14500 | Removal of Guard Rail | 4,798 | LNFT | 4.75 | 22,790.50 | 3.00 | 14,394.00 | 6.86 | 32,914.28 | 3.00 | 14,394.00 |
| 0013 | 203-01-00100 | General Excavation | 14,226 | CUYD | 9.00 | 128,034.00 | 5.00 | 71,130.00 | 9.79 | 139,272.54 | 7.00 | 99,582.00 |
| 0014 | 203-03-00100 | Embankment | 25,450 | CUYD | 12.00 | 305,400.00 | 7.00 | 178,150.00 | 16.74 | 426,033.00 | 12.00 | 305,400.00 |
| 0015 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 100,000.00 | 100,000.00 | 100,000.00 | 100,000.00 | 50,000.00 | 50,000.00 | 35,000.00 | 35,000.00 |
| 0016 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 71 | EACH | 200.00 | 14,200.00 | 145.00 | 10,295.00 | 150.00 | 10,650.00 | 250.00 | 17,750.00 |
| 0017 | 204-06-00100 | Temporary Silt Fencing | 17,325 | LNFT | 1.80 | 31,185.00 | 2.00 | 34,650.00 | 2.00 | 34,650.00 | 2.00 | 34,650.00 |
| 0018 | 302-02-01040 | Class II Base Course (4" Thick) (Stone) | 26,266.6 | SQYD | 12.20 | 320,452.52 | 11.00 | 288,932.60 | 14.00 | 367,732.40 | 13.00 | 341,465.80 |
| 0019 | 302-02-03020 | Class II Base Course (8" Thick) (Soil Cement) | 26,266.6 | SQYD | 13.40 | 351,972.44 | 7.00 | 183,866.20 | 10.00 | 262,666.00 | 11.50 | 302,065.90 |
| 0020 | 304-05-00100 | Lime Treatment (Type E) | 59.07 | TON | 365.00 | 21,560.55 | 250.00 | 14,767.50 | 565.42 | 33,399.36 | 450.00 | 26,581.50 |
| 0021 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 113 | CUYD | 85.00 | 9,605.00 | 100.00 | 11,300.00 | 92.00 | 10,396.00 | 35.00 | 3,955.00 |
| 0022 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 1,000 | CUYD | 25.00 | 25,000.00 | 75.00 | 75,000.00 | 92.82 | 92,820.00 | 1.00 | 1,000.00 |
| 0023 | 502-01-00100 | Superpave Asphaltic Concrete | 4,034.5 | TON | 99.00 | 399,415.50 | 130.00 | 524,485.00 | 183.22 | 739,201.09 | 130.00 | 524,485.00 |
| 0024 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 1,530.6 | TON | 145.00 | 221,937.00 | 150.00 | 229,590.00 | 211.41 | 323,584.15 | 150.00 | 229,590.00 |
| 0025 | 701-01-01081 | Cross Drain Pipe (48" RCP) | 172 | LNFT | 135.00 | 23,220.00 | 145.00 | 24,940.00 | 204.36 | 35,149.92 | 140.00 | 24,080.00 |
| 0026 | 701-05-01040 | Side Drain Pipe (18" RCP/PP/CMP) | 48 | LNFT | 45.00 | 2,160.00 | 60.00 | 2,880.00 | 86.68 | 4,160.64 | 50.00 | 2,400.00 |
| 0027 | 701-05-01060 | Side Drain Pipe (24" RCP/PP/CMP) | 220 | LNFT | 45.00 | 9,900.00 | 60.00 | 13,200.00 | 80.34 | 17,674.80 | 65.00 | 14,300.00 |
| 0028 | 701-05-01140 | Side Drain Pipe (48" RCP/PP/CMP) | 180 | LNFT | 125.00 | 22,500.00 | 180.00 | 32,400.00 | 279.06 | 50,230.80 | 125.00 | 22,500.00 |
| 0029 | 704-03-00100 | Blocked Out Guard Rail | 1,962.5 | LNFT | 18.00 | 35,325.00 | 20.00 | 39,250.00 | 23.72 | 46,550.50 | 18.00 | 35,325.00 |
| 0030 | 704-05-00100 | Guard Rail Anchor Sections (BCT) | 125 | LNFT | 5.00 | 625.00 | 50.00 | 6,250.00 | 1.40 | 175.00 | 50.00 | 6,250.00 |
| 0031 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 700 | LNFT | 65.00 | 45,500.00 | 65.00 | 45,500.00 | 83.72 | 58,604.00 | 60.00 | 42,000.00 |
| 0032 | 704-11-00100 | Guard Rail End Treatment (Flared) | 27 | EACH | 2,100.00 | 56,700.00 | 2,400.00 | 64,800.00 | 2,720.82 | 73,462.14 | 2,200.00 | 59,400.00 |
| 0033 | 705-01-00100 | Barbed Wire Fence | 4,634 | LNFT | 6.30 | 29,194.20 | 6.00 | 27,804.00 | 9.21 | 42,679.14 | 8.00 | 37,072.00 |
| 0034 | 705-04-00100 | Single Swinging Driveway Gates | 1 | EACH | 550.00 | 550.00 | 800.00 | 800.00 | 1,116.23 | 1,116.23 | 650.00 | 650.00 |
| 0035 | 705-06-00100 | Chain Link Fence (4-Foot Height) | 455 | LNFT | 30.00 | 13,650.00 | 20.00 | 9,100.00 | 27.91 | 12,699.05 | 12.00 | 5,460.00 |
| 0036 | 705-07-02000 | 4-Foot Single Gates for Chain Link Fence (4-Foot Height) | 1 | EACH | 825.00 | 825.00 | 800.00 | 800.00 | 1,116.23 | 1,116.23 | 650.00 | 650.00 |
| 0037 | 705-08-03000 | 8-Foot Double Gates for Chain Link Fence (4-Foot Height) | 1 | DBGT | 1,200.00 | 1,200.00 | 1,250.00 | 1,250.00 | 1,744.11 | 1,744.11 | 650.00 | 650.00 |
| 0038 | 708-01-00100 | Right-of-Way Monument | 62 | EACH | 200.00 | 12,400.00 | 200.00 | 12,400.00 | 228.94 | 14,194.28 | 110.00 | 6,820.00 |
| 0039 | 708-02-00100 | Right-of-Way Monument Witness Post | 62 | EACH | 200.00 | 12,400.00 | 200.00 | 12,400.00 | 152.09 | 9,429.58 | 110.00 | 6,820.00 |
| 0040 | 711-01-03020 | Riprap (30 lb, 18" Thick) | 728 | SQYD | 50.00 | 36,400.00 | 50.00 | 36,400.00 | 79.53 | 57,897.84 | 65.00 | 47,320.00 |
| 0041 | 711-04-00100 | Geotextile Fabric | 728 | SQYD | 2.50 | 1,820.00 | 3.00 | 2,184.00 | 3.49 | 2,540.72 | 2.00 | 1,456.00 |
| 0042 | 712-04-00100 | Flexible Revetment | 9,219 | SQYD | 37.19 | 342,854.61 | 45.00 | 414,855.00 | 64.83 | 597,667.77 | 55.00 | 507,045.00 |
| 0043 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 100,000.00 | 100,000.00 | 50,000.00 | 50,000.00 | 55,489.69 | 55,489.69 | 50,000.00 | 50,000.00 |
| 0044 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 1.781 | MILE | 300.00 | 534.30 | 300.00 | 534.30 | 697.25 | 1,241.80 | 300.00 | 534.30 |
| 0045 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 1.781 | MILE | 300.00 | 534.30 | 300.00 | 534.30 | 348.63 | 620.91 | 475.00 | 845.98 |
| 0046 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 8.989 | MILE | 400.00 | 3,595.60 | 460.00 | 4,134.94 | 486.78 | 4,375.67 | 475.00 | 4,269.78 |
| 0047 | 713-06-00200 | Temporary Reflectorized Raised Pavement Markers (Tabs) | 475 | EACH | 5.80 | 2,755.00 | 1.50 | 712.50 | 6.98 | 3,315.50 | 12.00 | 5,700.00 |
| 0048 | 716-01-00100 | Mulch (Vegetative) | 48 | TON | 545.00 | 26,160.00 | 650.00 | 31,200.00 | 906.94 | 43,533.12 | 750.00 | 36,000.00 |
| 0049 | 717-01-00100 | Seeding | 1,920 | LB | 7.74 | 14,860.80 | 8.50 | 16,320.00 | 11.86 | 22,771.20 | 8.00 | 15,360.00 |
| 0050 | 718-01-00100 | Fertilizer | 24,000 | LB | 0.45 | 10,800.00 | 0.55 | 13,200.00 | 0.77 | 18,480.00 | 0.75 | 18,000.00 |
| 0051 | 720-01-01000 | Erosion Control System (Slope Protection) (Type A) | 17,050 | SQYD | 1.10 | 18,755.00 | 1.50 | 25,575.00 | 1.95 | 33,247.50 | 1.00 | 17,050.00 |
| 0052 | 720-01-02000 | Erosion Control System, Flexible (Channel Liner) (Type C) | 289 | SQYD | 1.70 | 491.30 | 2.50 | 722.50 | 3.63 | 1,049.07 | 2.00 | 578.00 |
| 0053 | 720-01-02020 | Erosion Control System, Flexible (Channel Liner) (Type D) | 3,483 | SQYD | 2.00 | 6,966.00 | 2.50 | 8,707.50 | 3.63 | 12,643.29 | 2.00 | 6,966.00 |
| 0054 | 722-02-00100 | Project Site Laboratory (Equipped) | 1 | EACH | 25,000.00 | 25,000.00 | 30,000.00 | 30,000.00 | 63,518.27 | 63,518.27 | 10,000.00 | 10,000.00 |
| 0055 | 725-01-00100 | Temporary Detour Roads | 26,323 | SQYD | 25.00 | 658,075.00 | 30.00 | 789,690.00 | 65.00 | 1,710,995.00 | 55.00 | 1,447,765.00 |
| 0056 | 725-02-00100 | Temporary Detour Bridging | 640 | LNFT | 800.00 | 512,000.00 | 1,000.00 | 640,000.00 | 2,700.00 | 1,728,000.00 | 3,770.00 | 2,412,800.00 |
| 0057 | 726-01-00100 | Bedding Material | 681.4 | CUYD | 92.00 | 62,688.80 | 90.00 | 61,326.00 | 118.60 | 80,814.04 | 35.00 | 23,849.00 |
| 0058 | 727-01-00100 | Mobilization | 1 | LUMP | 900,000.00 | 900,000.00 | 750,000.00 | 750,000.00 | 460,882.48 | 460,882.48 | 1,140,000.00 | 1,140,000.00 |
| 0059 | 729-16-00200 | Object Marker Assembly (Type 2) | 12 | EACH | 70.00 | 840.00 | 47.92 | 575.04 | 90.69 | 1,088.28 | 45.00 | 540.00 |
| 0060 | 729-16-00300 | Object Marker Assembly (Type 3) | 28 | EACH | 80.00 | 2,240.00 | 79.87 | 2,236.36 | 100.46 | 2,812.88 | 75.00 | 2,100.00 |
| 0061 | 731-01-00100 | Nonreflectorized Raised Pavement Markers | 376 | EACH | 13.00 | 4,888.00 | 10.00 | 3,760.00 | 16.74 | 6,294.24 | 12.00 | 4,512.00 |
| 0062 | 731-02-00100 | Reflectorized Raised Pavement Markers | 238 | EACH | 8.00 | 1,904.00 | 4.50 | 1,071.00 | 11.16 | 2,656.08 | 12.00 | 2,856.00 |
| 0063 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 4.025 | MILE | 3,400.00 | 13,685.00 | 2,800.00 | 11,270.00 | 4,320.04 | 17,388.16 | 3,100.00 | 12,477.50 |
| 0064 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 1.384 | MILE | 1,300.00 | 1,799.20 | 800.00 | 1,107.20 | 1,669.52 | 2,310.62 | 1,200.00 | 1,660.80 |
| 0065 | 740-01-00100 | Construction Layout | 1 | LUMP | 56,000.00 | 56,000.00 | 55,000.00 | 55,000.00 | 72,037.66 | 72,037.66 | 180,000.00 | 180,000.00 |
| 0066 | 804-01-00300 | Precast Concrete Piles (16") | 13,996 | LNFT | 53.00 | 741,788.00 | 65.00 | 909,740.00 | 82.50 | 1,154,670.00 | 86.00 | 1,203,656.00 |
| 0067 | 804-05-00300 | Precast Concrete Test Piles (16") | 5 | EACH | 15,000.00 | 75,000.00 | 45,000.00 | 225,000.00 | 15,000.00 | 75,000.00 | 25,000.00 | 125,000.00 |
| 0068 | 804-09-00100 | Loading Test Piles | 5 | EACH | 20,000.00 | 100,000.00 | 2,500.00 | 12,500.00 | 16,750.00 | 83,750.00 | 25,000.00 | 125,000.00 |
| 0069 | 804-10-00100 | Reloading Test Piles | 5 | EACH | 2,000.00 | 10,000.00 | 1,000.00 | 5,000.00 | 420.00 | 2,100.00 | 3,000.00 | 15,000.00 |
| 0070 | 804-11-00100 | Redriving Test Piles | 5 | EACH | 725.00 | 3,625.00 | 1,000.00 | 5,000.00 | 420.00 | 2,100.00 | 2,000.00 | 10,000.00 |
| 0071 | 804-12-00100 | Loading Permanent Piles | 7 | EACH | 100.00 | 700.00 | 1,000.00 | 7,000.00 | 300.00 | 2,100.00 | 3,000.00 | 21,000.00 |
| 0072 | 804-17-00100 | Dynamic Monitoring | 31 | EACH | 250.00 | 7,750.00 | 1,200.00 | 37,200.00 | 150.00 | 4,650.00 | 2,750.00 | 85,250.00 |
| 0073 | 805-01-00300 | Class A Concrete (Box Culvert Headwalls) | 96.65 | CUYD | 1,200.00 | 115,980.00 | 1,200.00 | 115,980.00 | 1,400.00 | 135,310.00 | 1,000.00 | 96,650.00 |
| 0074 | 805-01-00700 | Class A Concrete (Bents) | 352.5 | CUYD | 1,300.00 | 458,250.00 | 800.00 | 282,000.00 | 825.00 | 290,812.50 | 980.00 | 345,450.00 |
| 0075 | 805-03-00100 | Class AA Concrete | 1,495.85 | CUYD | 600.00 | 897,510.00 | 520.00 | 777,842.00 | 730.00 | 1,091,970.50 | 640.00 | 957,344.00 |
| 0076 | 805-12-01060 | Reinforced Concrete Box Culverts (7' x 4') | 630 | LNFT | 385.00 | 242,550.00 | 340.00 | 214,200.00 | 475.00 | 299,250.00 | 390.00 | 245,700.00 |
| 0077 | 805-12-05000 | Reinforced Concrete Box Culverts (8' x 8') | 258 | LNFT | 565.00 | 145,770.00 | 480.00 | 123,840.00 | 650.00 | 167,700.00 | 575.00 | 148,350.00 |
| 0078 | 806-01-00100 | Deformed Reinforcing Steel | 462,358 | LB | 0.70 | 323,650.60 | 1.00 | 462,358.00 | 1.00 | 462,358.00 | 1.10 | 508,593.80 |
| 0079 | 810-01-00100 | Concrete Railing (Standard Barrier) | 2,200 | LNFT | 80.00 | 176,000.00 | 50.00 | 110,000.00 | 97.00 | 213,400.00 | 65.00 | 143,000.00 |
| 0080 | 813-01-00100 | Concrete Approach Slabs | 1,928.92 | SQYD | 230.00 | 443,651.60 | 215.00 | 414,717.80 | 275.00 | 530,453.00 | 195.00 | 376,139.40 |
| 0081 | NS-200-00020 | Cleaning Existing Ditches | 260 | LNFT | 16.00 | 4,160.00 | 5.00 | 1,300.00 | 14.50 | 3,770.00 | 12.00 | 3,120.00 |
| 0082 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 1,130 | INLF | 3.00 | 3,390.00 | 1.00 | 1,130.00 | 2.00 | 2,260.00 | 1.00 | 1,130.00 |
| 0083 | 202-02-02020 | Removal of Asphalt Pavement | 5,855 | SQYD | 2.00 | 11,710.00 | 10.00 | 58,550.00 | 8.25 | 48,303.75 | 3.25 | 19,028.75 |
| ITEM TOTAL (CONSTRUCTION BID) | 9,314,833.82 | 8,997,307.74 | 12,675,534.78 | 12,911,393.51 | ||||||||
| NUMBER OF DAYS BID AT $3000 PER DAY. | 1,350,000.00 | 2,400,000.00 | 2,520,000.00 | 2,400,000.00 | ||||||||
| TOTAL BID | 10,664,833.82 | 11,397,307.74 | 15,195,534.78 | 15,311,393.51 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 5 - Blount Bros. Construction, Inc. |
- 6 - F. Miller Construction Llc |
- 7 - Guinn Brothers, LLC. |
- 8 - Cecil D. Gassiott, LLC |
||||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 201-01-00100 | Clearing and Grubbing | 1 | LUMP | 200,000.00 | 200,000.00 | 118,183.34 | 118,183.34 | 240,000.00 | 240,000.00 | 145,000.00 | 145,000.00 |
| 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 50,000.00 | 50,000.00 | 33,308.22 | 33,308.22 | 20,000.00 | 20,000.00 | 25,000.00 | 25,000.00 |
| 0003 | 202-02-04000 | Removal of Bridge STATION 206+78.41, 23' X 35', TIMBER TRESTLE | 1 | EACH | 30,000.00 | 30,000.00 | 6,220.18 | 6,220.18 | 5,000.00 | 5,000.00 | 7,700.00 | 7,700.00 |
| 0004 | 202-02-04000 | Removal of Bridge STATION 455+05.53, 23' X 40', TIMBER TRESTLE | 1 | EACH | 35,000.00 | 35,000.00 | 6,220.18 | 6,220.18 | 5,000.00 | 5,000.00 | 7,700.00 | 7,700.00 |
| 0005 | 202-02-04000 | Removal of Bridge STATION 305+19.36, 23' X 78', TIMBER TRESTLE | 1 | EACH | 45,000.00 | 45,000.00 | 24,656.29 | 24,656.29 | 10,000.00 | 10,000.00 | 25,000.00 | 25,000.00 |
| 0006 | 202-02-04000 | Removal of Bridge STATION 106+97.00, 23' X 121', TIMBER TRESTLE | 1 | EACH | 60,000.00 | 60,000.00 | 36,984.01 | 36,984.01 | 12,500.00 | 12,500.00 | 35,000.00 | 35,000.00 |
| 0007 | 202-02-04000 | Removal of Bridge STATION 407+50.00, 23' X 230', TIMBER TRESTLE | 1 | EACH | 80,000.00 | 80,000.00 | 43,147.84 | 43,147.84 | 15,000.00 | 15,000.00 | 45,000.00 | 45,000.00 |
| 0008 | 202-02-04000 | Removal of Bridge STATION 413+50.27, 23' X 268', TIMBER TRESTLE | 1 | EACH | 90,000.00 | 90,000.00 | 49,311.71 | 49,311.71 | 22,000.00 | 22,000.00 | 55,000.00 | 55,000.00 |
| 0009 | 202-02-04000 | Removal of Bridge STATION 433+10.88, 23' X 78', TIMBER TRESTLE | 1 | EACH | 45,000.00 | 45,000.00 | 24,656.29 | 24,656.29 | 8,500.00 | 8,500.00 | 25,000.00 | 25,000.00 |
| 0010 | 202-02-04000 | Removal of Bridge STATION 419+80.09, 23' X 173', TIMBER TRESTLE | 1 | EACH | 70,000.00 | 70,000.00 | 30,820.15 | 30,820.15 | 15,000.00 | 15,000.00 | 35,000.00 | 35,000.00 |
| 0011 | 202-02-04000 | Removal of Bridge STATION 425+73.81, 23' X 78', TIMBER TRESTLE | 1 | EACH | 45,000.00 | 45,000.00 | 24,656.29 | 24,656.29 | 8,500.00 | 8,500.00 | 25,000.00 | 25,000.00 |
| 0012 | 202-02-14500 | Removal of Guard Rail | 4,798 | LNFT | 7.00 | 33,586.00 | 6.01 | 28,835.98 | 3.00 | 14,394.00 | 6.00 | 28,788.00 |
| 0013 | 203-01-00100 | General Excavation | 14,226 | CUYD | 15.00 | 213,390.00 | 8.71 | 123,908.46 | 6.00 | 85,356.00 | 5.00 | 71,130.00 |
| 0014 | 203-03-00100 | Embankment | 25,450 | CUYD | 15.00 | 381,750.00 | 14.93 | 379,968.50 | 14.00 | 356,300.00 | 15.00 | 381,750.00 |
| 0015 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 150,000.00 | 150,000.00 | 43,541.22 | 43,541.22 | 100,000.00 | 100,000.00 | 100,000.00 | 100,000.00 |
| 0016 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 71 | EACH | 200.00 | 14,200.00 | 149.28 | 10,598.88 | 150.00 | 10,650.00 | 200.00 | 14,200.00 |
| 0017 | 204-06-00100 | Temporary Silt Fencing | 17,325 | LNFT | 3.00 | 51,975.00 | 1.89 | 32,744.25 | 2.25 | 38,981.25 | 2.00 | 34,650.00 |
| 0018 | 302-02-01040 | Class II Base Course (4" Thick) (Stone) | 26,266.6 | SQYD | 10.00 | 262,666.00 | 16.17 | 424,730.92 | 11.00 | 288,932.60 | 15.00 | 393,999.00 |
| 0019 | 302-02-03020 | Class II Base Course (8" Thick) (Soil Cement) | 26,266.6 | SQYD | 9.00 | 236,399.40 | 14.31 | 375,875.05 | 22.00 | 577,865.20 | 30.00 | 787,998.00 |
| 0020 | 304-05-00100 | Lime Treatment (Type E) | 59.07 | TON | 305.00 | 18,016.35 | 559.82 | 33,068.57 | 500.00 | 29,535.00 | 200.00 | 11,814.00 |
| 0021 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 113 | CUYD | 80.00 | 9,040.00 | 43.54 | 4,920.02 | 100.00 | 11,300.00 | 80.00 | 9,040.00 |
| 0022 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 1,000 | CUYD | 80.00 | 80,000.00 | 1.24 | 1,240.00 | 50.00 | 50,000.00 | 95.00 | 95,000.00 |
| 0023 | 502-01-00100 | Superpave Asphaltic Concrete | 4,034.5 | TON | 180.00 | 726,210.00 | 161.72 | 652,459.34 | 175.00 | 706,037.50 | 140.00 | 564,830.00 |
| 0024 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 1,530.6 | TON | 190.00 | 290,814.00 | 186.61 | 285,625.27 | 210.00 | 321,426.00 | 170.00 | 260,202.00 |
| 0025 | 701-01-01081 | Cross Drain Pipe (48" RCP) | 172 | LNFT | 200.00 | 34,400.00 | 105.74 | 18,187.28 | 275.00 | 47,300.00 | 200.00 | 34,400.00 |
| 0026 | 701-05-01040 | Side Drain Pipe (18" RCP/PP/CMP) | 48 | LNFT | 40.00 | 1,920.00 | 62.20 | 2,985.60 | 120.00 | 5,760.00 | 68.00 | 3,264.00 |
| 0027 | 701-05-01060 | Side Drain Pipe (24" RCP/PP/CMP) | 220 | LNFT | 60.00 | 13,200.00 | 70.91 | 15,600.20 | 150.00 | 33,000.00 | 87.00 | 19,140.00 |
| 0028 | 701-05-01140 | Side Drain Pipe (48" RCP/PP/CMP) | 180 | LNFT | 200.00 | 36,000.00 | 155.50 | 27,990.00 | 300.00 | 54,000.00 | 180.00 | 32,400.00 |
| 0029 | 704-03-00100 | Blocked Out Guard Rail | 1,962.5 | LNFT | 30.00 | 58,875.00 | 21.15 | 41,506.88 | 22.00 | 43,175.00 | 19.00 | 37,287.50 |
| 0030 | 704-05-00100 | Guard Rail Anchor Sections (BCT) | 125 | LNFT | 85.00 | 10,625.00 | 1.24 | 155.00 | 5.00 | 625.00 | 10.00 | 1,250.00 |
| 0031 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 700 | LNFT | 75.00 | 52,500.00 | 74.64 | 52,248.00 | 68.00 | 47,600.00 | 65.00 | 45,500.00 |
| 0032 | 704-11-00100 | Guard Rail End Treatment (Flared) | 27 | EACH | 3,000.00 | 81,000.00 | 2,425.87 | 65,498.49 | 2,250.00 | 60,750.00 | 2,000.00 | 54,000.00 |
| 0033 | 705-01-00100 | Barbed Wire Fence | 4,634 | LNFT | 11.00 | 50,974.00 | 8.21 | 38,045.14 | 10.00 | 46,340.00 | 7.00 | 32,438.00 |
| 0034 | 705-04-00100 | Single Swinging Driveway Gates | 1 | EACH | 700.00 | 700.00 | 622.02 | 622.02 | 2,000.00 | 2,000.00 | 1,400.00 | 1,400.00 |
| 0035 | 705-06-00100 | Chain Link Fence (4-Foot Height) | 455 | LNFT | 30.00 | 13,650.00 | 24.88 | 11,320.40 | 25.00 | 11,375.00 | 22.00 | 10,010.00 |
| 0036 | 705-07-02000 | 4-Foot Single Gates for Chain Link Fence (4-Foot Height) | 1 | EACH | 500.00 | 500.00 | 995.23 | 995.23 | 1,000.00 | 1,000.00 | 900.00 | 900.00 |
| 0037 | 705-08-03000 | 8-Foot Double Gates for Chain Link Fence (4-Foot Height) | 1 | DBGT | 1,100.00 | 1,100.00 | 1,555.05 | 1,555.05 | 2,000.00 | 2,000.00 | 1,400.00 | 1,400.00 |
| 0038 | 708-01-00100 | Right-of-Way Monument | 62 | EACH | 200.00 | 12,400.00 | 174.16 | 10,797.92 | 200.00 | 12,400.00 | 275.00 | 17,050.00 |
| 0039 | 708-02-00100 | Right-of-Way Monument Witness Post | 62 | EACH | 150.00 | 9,300.00 | 62.20 | 3,856.40 | 200.00 | 12,400.00 | 80.00 | 4,960.00 |
| 0040 | 711-01-03020 | Riprap (30 lb, 18" Thick) | 728 | SQYD | 80.00 | 58,240.00 | 80.86 | 58,866.08 | 75.00 | 54,600.00 | 58.00 | 42,224.00 |
| 0041 | 711-04-00100 | Geotextile Fabric | 728 | SQYD | 3.00 | 2,184.00 | 2.49 | 1,812.72 | 5.00 | 3,640.00 | 3.00 | 2,184.00 |
| 0042 | 712-04-00100 | Flexible Revetment | 9,219 | SQYD | 80.00 | 737,520.00 | 60.61 | 558,763.59 | 75.00 | 691,425.00 | 55.00 | 507,045.00 |
| 0043 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 80,000.00 | 80,000.00 | 55,577.26 | 55,577.26 | 180,000.00 | 180,000.00 | 62,000.00 | 62,000.00 |
| 0044 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 1.781 | MILE | 1,000.00 | 1,781.00 | 310.83 | 553.59 | 400.00 | 712.40 | 325.00 | 578.83 |
| 0045 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 1.781 | MILE | 1,000.00 | 1,781.00 | 310.83 | 553.59 | 400.00 | 712.40 | 550.00 | 979.55 |
| 0046 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 8.989 | MILE | 1,100.00 | 9,887.90 | 434.01 | 3,901.32 | 550.00 | 4,943.95 | 1,100.00 | 9,887.90 |
| 0047 | 713-06-00200 | Temporary Reflectorized Raised Pavement Markers (Tabs) | 475 | EACH | 20.00 | 9,500.00 | 9.95 | 4,726.25 | 10.00 | 4,750.00 | 2.50 | 1,187.50 |
| 0048 | 716-01-00100 | Mulch (Vegetative) | 48 | TON | 700.00 | 33,600.00 | 808.62 | 38,813.76 | 750.00 | 36,000.00 | 700.00 | 33,600.00 |
| 0049 | 717-01-00100 | Seeding | 1,920 | LB | 20.00 | 38,400.00 | 10.57 | 20,294.40 | 12.00 | 23,040.00 | 9.00 | 17,280.00 |
| 0050 | 718-01-00100 | Fertilizer | 24,000 | LB | 1.00 | 24,000.00 | 0.68 | 16,320.00 | 1.00 | 24,000.00 | 0.60 | 14,400.00 |
| 0051 | 720-01-01000 | Erosion Control System (Slope Protection) (Type A) | 17,050 | SQYD | 2.50 | 42,625.00 | 1.74 | 29,667.00 | 2.00 | 34,100.00 | 1.60 | 27,280.00 |
| 0052 | 720-01-02000 | Erosion Control System, Flexible (Channel Liner) (Type C) | 289 | SQYD | 3.00 | 867.00 | 3.23 | 933.47 | 2.00 | 578.00 | 3.00 | 867.00 |
| 0053 | 720-01-02020 | Erosion Control System, Flexible (Channel Liner) (Type D) | 3,483 | SQYD | 3.00 | 10,449.00 | 3.23 | 11,250.09 | 4.50 | 15,673.50 | 3.00 | 10,449.00 |
| 0054 | 722-02-00100 | Project Site Laboratory (Equipped) | 1 | EACH | 20,000.00 | 20,000.00 | 13,466.68 | 13,466.68 | 25,000.00 | 25,000.00 | 140,000.00 | 140,000.00 |
| 0055 | 725-01-00100 | Temporary Detour Roads | 26,323 | SQYD | 80.00 | 2,105,840.00 | 84.91 | 2,235,085.93 | 84.00 | 2,211,132.00 | 59.00 | 1,553,057.00 |
| 0056 | 725-02-00100 | Temporary Detour Bridging | 640 | LNFT | 1,500.00 | 960,000.00 | 2,176.33 | 1,392,851.20 | 1,500.00 | 960,000.00 | 2,735.00 | 1,750,400.00 |
| 0057 | 726-01-00100 | Bedding Material | 681.4 | CUYD | 80.00 | 54,512.00 | 48.03 | 32,727.64 | 100.00 | 68,140.00 | 85.00 | 57,919.00 |
| 0058 | 727-01-00100 | Mobilization | 1 | LUMP | 500,000.00 | 500,000.00 | 502,024.17 | 502,024.17 | 1,150,000.00 | 1,150,000.00 | 700,000.00 | 700,000.00 |
| 0059 | 729-16-00200 | Object Marker Assembly (Type 2) | 12 | EACH | 100.00 | 1,200.00 | 80.86 | 970.32 | 100.00 | 1,200.00 | 75.00 | 900.00 |
| 0060 | 729-16-00300 | Object Marker Assembly (Type 3) | 28 | EACH | 150.00 | 4,200.00 | 89.57 | 2,507.96 | 100.00 | 2,800.00 | 80.00 | 2,240.00 |
| 0061 | 731-01-00100 | Nonreflectorized Raised Pavement Markers | 376 | EACH | 20.00 | 7,520.00 | 14.93 | 5,613.68 | 16.00 | 6,016.00 | 11.00 | 4,136.00 |
| 0062 | 731-02-00100 | Reflectorized Raised Pavement Markers | 238 | EACH | 10.00 | 2,380.00 | 9.95 | 2,368.10 | 12.00 | 2,856.00 | 5.00 | 1,190.00 |
| 0063 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 4.025 | MILE | 4,000.00 | 16,100.00 | 3,851.72 | 15,503.17 | 3,850.00 | 15,496.25 | 3,000.00 | 12,075.00 |
| 0064 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 1.384 | MILE | 2,000.00 | 2,768.00 | 1,488.53 | 2,060.13 | 1,800.00 | 2,491.20 | 800.00 | 1,107.20 |
| 0065 | 740-01-00100 | Construction Layout | 1 | LUMP | 80,000.00 | 80,000.00 | 186,605.27 | 186,605.27 | 60,000.00 | 60,000.00 | 38,000.00 | 38,000.00 |
| 0066 | 804-01-00300 | Precast Concrete Piles (16") | 13,996 | LNFT | 110.00 | 1,539,560.00 | 80.63 | 1,128,497.48 | 66.00 | 923,736.00 | 60.00 | 839,760.00 |
| 0067 | 804-05-00300 | Precast Concrete Test Piles (16") | 5 | EACH | 10,000.00 | 50,000.00 | 34,744.23 | 173,721.15 | 15,000.00 | 75,000.00 | 12,500.00 | 62,500.00 |
| 0068 | 804-09-00100 | Loading Test Piles | 5 | EACH | 10,000.00 | 50,000.00 | 6,658.48 | 33,292.40 | 1.00 | 5.00 | 11,000.00 | 55,000.00 |
| 0069 | 804-10-00100 | Reloading Test Piles | 5 | EACH | 2,000.00 | 10,000.00 | 6,658.48 | 33,292.40 | 1.00 | 5.00 | 1,000.00 | 5,000.00 |
| 0070 | 804-11-00100 | Redriving Test Piles | 5 | EACH | 2,000.00 | 10,000.00 | 10,084.06 | 50,420.30 | 1.00 | 5.00 | 1,000.00 | 5,000.00 |
| 0071 | 804-12-00100 | Loading Permanent Piles | 7 | EACH | 3,000.00 | 21,000.00 | 4,976.14 | 34,832.98 | 1.00 | 7.00 | 2,500.00 | 17,500.00 |
| 0072 | 804-17-00100 | Dynamic Monitoring | 31 | EACH | 2,000.00 | 62,000.00 | 995.23 | 30,852.13 | 1,500.00 | 46,500.00 | 2,500.00 | 77,500.00 |
| 0073 | 805-01-00300 | Class A Concrete (Box Culvert Headwalls) | 96.65 | CUYD | 1,000.00 | 96,650.00 | 1,254.35 | 121,232.93 | 1,550.00 | 149,807.50 | 1,300.00 | 125,645.00 |
| 0074 | 805-01-00700 | Class A Concrete (Bents) | 352.5 | CUYD | 700.00 | 246,750.00 | 1,716.39 | 605,027.48 | 950.00 | 334,875.00 | 1,700.00 | 599,250.00 |
| 0075 | 805-03-00100 | Class AA Concrete | 1,495.85 | CUYD | 800.00 | 1,196,680.00 | 1,280.18 | 1,914,957.25 | 850.00 | 1,271,472.50 | 825.00 | 1,234,076.25 |
| 0076 | 805-12-01060 | Reinforced Concrete Box Culverts (7' x 4') | 630 | LNFT | 700.00 | 441,000.00 | 485.17 | 305,657.10 | 550.00 | 346,500.00 | 470.00 | 296,100.00 |
| 0077 | 805-12-05000 | Reinforced Concrete Box Culverts (8' x 8') | 258 | LNFT | 900.00 | 232,200.00 | 715.32 | 184,552.56 | 750.00 | 193,500.00 | 575.00 | 148,350.00 |
| 0078 | 806-01-00100 | Deformed Reinforcing Steel | 462,358 | LB | 2.00 | 924,716.00 | 1.99 | 920,092.42 | 1.00 | 462,358.00 | 1.00 | 462,358.00 |
| 0079 | 810-01-00100 | Concrete Railing (Standard Barrier) | 2,200 | LNFT | 110.00 | 242,000.00 | 98.78 | 217,316.00 | 90.00 | 198,000.00 | 70.00 | 154,000.00 |
| 0080 | 813-01-00100 | Concrete Approach Slabs | 1,928.92 | SQYD | 225.00 | 434,007.00 | 242.59 | 467,936.70 | 240.00 | 462,940.80 | 210.00 | 405,073.20 |
| 0081 | NS-200-00020 | Cleaning Existing Ditches | 260 | LNFT | 20.00 | 5,200.00 | 14.93 | 3,881.80 | 50.00 | 13,000.00 | 10.00 | 2,600.00 |
| 0082 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 1,130 | INLF | 10.00 | 11,300.00 | 1.24 | 1,401.20 | 5.00 | 5,650.00 | 2.00 | 2,260.00 |
| 0083 | 202-02-02020 | Removal of Asphalt Pavement | 5,855 | SQYD | 8.50 | 49,767.50 | 4.04 | 23,654.20 | 5.00 | 29,275.00 | 5.00 | 29,275.00 |
| ITEM TOTAL (CONSTRUCTION BID) | 14,023,376.15 | 14,531,480.42 | 13,423,946.05 | 12,991,434.93 | ||||||||
| NUMBER OF DAYS BID AT $3000 PER DAY. | 1,350,000.00 | 1,740,000.00 | 3,285,000.00 | 3,780,000.00 | ||||||||
| TOTAL BID | 15,373,376.15 | 16,271,480.42 | 16,708,946.05 | 16,771,434.93 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 9 - Jb James Construction Llc |
|
| Unit Price | Total Amount |
|||||
| 0001 | 201-01-00100 | Clearing and Grubbing | 1 | LUMP | 900,000.00 | 900,000.00 |
| 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 150,000.00 | 150,000.00 |
| 0003 | 202-02-04000 | Removal of Bridge STATION 206+78.41, 23' X 35', TIMBER TRESTLE | 1 | EACH | 30,000.00 | 30,000.00 |
| 0004 | 202-02-04000 | Removal of Bridge STATION 455+05.53, 23' X 40', TIMBER TRESTLE | 1 | EACH | 30,000.00 | 30,000.00 |
| 0005 | 202-02-04000 | Removal of Bridge STATION 305+19.36, 23' X 78', TIMBER TRESTLE | 1 | EACH | 50,000.00 | 50,000.00 |
| 0006 | 202-02-04000 | Removal of Bridge STATION 106+97.00, 23' X 121', TIMBER TRESTLE | 1 | EACH | 50,000.00 | 50,000.00 |
| 0007 | 202-02-04000 | Removal of Bridge STATION 407+50.00, 23' X 230', TIMBER TRESTLE | 1 | EACH | 50,000.00 | 50,000.00 |
| 0008 | 202-02-04000 | Removal of Bridge STATION 413+50.27, 23' X 268', TIMBER TRESTLE | 1 | EACH | 50,000.00 | 50,000.00 |
| 0009 | 202-02-04000 | Removal of Bridge STATION 433+10.88, 23' X 78', TIMBER TRESTLE | 1 | EACH | 50,000.00 | 50,000.00 |
| 0010 | 202-02-04000 | Removal of Bridge STATION 419+80.09, 23' X 173', TIMBER TRESTLE | 1 | EACH | 50,000.00 | 50,000.00 |
| 0011 | 202-02-04000 | Removal of Bridge STATION 425+73.81, 23' X 78', TIMBER TRESTLE | 1 | EACH | 50,000.00 | 50,000.00 |
| 0012 | 202-02-14500 | Removal of Guard Rail | 4,798 | LNFT | 6.00 | 28,788.00 |
| 0013 | 203-01-00100 | General Excavation | 14,226 | CUYD | 12.00 | 170,712.00 |
| 0014 | 203-03-00100 | Embankment | 25,450 | CUYD | 31.00 | 788,950.00 |
| 0015 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 135,000.00 | 135,000.00 |
| 0016 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 71 | EACH | 120.00 | 8,520.00 |
| 0017 | 204-06-00100 | Temporary Silt Fencing | 17,325 | LNFT | 2.00 | 34,650.00 |
| 0018 | 302-02-01040 | Class II Base Course (4" Thick) (Stone) | 26,266.6 | SQYD | 15.00 | 393,999.00 |
| 0019 | 302-02-03020 | Class II Base Course (8" Thick) (Soil Cement) | 26,266.6 | SQYD | 16.00 | 420,265.60 |
| 0020 | 304-05-00100 | Lime Treatment (Type E) | 59.07 | TON | 650.00 | 38,395.50 |
| 0021 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 113 | CUYD | 115.00 | 12,995.00 |
| 0022 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 1,000 | CUYD | 85.00 | 85,000.00 |
| 0023 | 502-01-00100 | Superpave Asphaltic Concrete | 4,034.5 | TON | 155.00 | 625,347.50 |
| 0024 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 1,530.6 | TON | 175.00 | 267,855.00 |
| 0025 | 701-01-01081 | Cross Drain Pipe (48" RCP) | 172 | LNFT | 175.00 | 30,100.00 |
| 0026 | 701-05-01040 | Side Drain Pipe (18" RCP/PP/CMP) | 48 | LNFT | 50.00 | 2,400.00 |
| 0027 | 701-05-01060 | Side Drain Pipe (24" RCP/PP/CMP) | 220 | LNFT | 65.00 | 14,300.00 |
| 0028 | 701-05-01140 | Side Drain Pipe (48" RCP/PP/CMP) | 180 | LNFT | 140.00 | 25,200.00 |
| 0029 | 704-03-00100 | Blocked Out Guard Rail | 1,962.5 | LNFT | 19.00 | 37,287.50 |
| 0030 | 704-05-00100 | Guard Rail Anchor Sections (BCT) | 125 | LNFT | 1.00 | 125.00 |
| 0031 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 700 | LNFT | 60.00 | 42,000.00 |
| 0032 | 704-11-00100 | Guard Rail End Treatment (Flared) | 27 | EACH | 2,000.00 | 54,000.00 |
| 0033 | 705-01-00100 | Barbed Wire Fence | 4,634 | LNFT | 6.75 | 31,279.50 |
| 0034 | 705-04-00100 | Single Swinging Driveway Gates | 1 | EACH | 1,300.00 | 1,300.00 |
| 0035 | 705-06-00100 | Chain Link Fence (4-Foot Height) | 455 | LNFT | 20.00 | 9,100.00 |
| 0036 | 705-07-02000 | 4-Foot Single Gates for Chain Link Fence (4-Foot Height) | 1 | EACH | 800.00 | 800.00 |
| 0037 | 705-08-03000 | 8-Foot Double Gates for Chain Link Fence (4-Foot Height) | 1 | DBGT | 1,300.00 | 1,300.00 |
| 0038 | 708-01-00100 | Right-of-Way Monument | 62 | EACH | 150.00 | 9,300.00 |
| 0039 | 708-02-00100 | Right-of-Way Monument Witness Post | 62 | EACH | 125.00 | 7,750.00 |
| 0040 | 711-01-03020 | Riprap (30 lb, 18" Thick) | 728 | SQYD | 65.00 | 47,320.00 |
| 0041 | 711-04-00100 | Geotextile Fabric | 728 | SQYD | 3.00 | 2,184.00 |
| 0042 | 712-04-00100 | Flexible Revetment | 9,219 | SQYD | 52.00 | 479,388.00 |
| 0043 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 150,000.00 | 150,000.00 |
| 0044 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 1.781 | MILE | 300.00 | 534.30 |
| 0045 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 1.781 | MILE | 300.00 | 534.30 |
| 0046 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 8.989 | MILE | 500.00 | 4,494.50 |
| 0047 | 713-06-00200 | Temporary Reflectorized Raised Pavement Markers (Tabs) | 475 | EACH | 10.00 | 4,750.00 |
| 0048 | 716-01-00100 | Mulch (Vegetative) | 48 | TON | 650.00 | 31,200.00 |
| 0049 | 717-01-00100 | Seeding | 1,920 | LB | 8.50 | 16,320.00 |
| 0050 | 718-01-00100 | Fertilizer | 24,000 | LB | 0.60 | 14,400.00 |
| 0051 | 720-01-01000 | Erosion Control System (Slope Protection) (Type A) | 17,050 | SQYD | 1.50 | 25,575.00 |
| 0052 | 720-01-02000 | Erosion Control System, Flexible (Channel Liner) (Type C) | 289 | SQYD | 3.00 | 867.00 |
| 0053 | 720-01-02020 | Erosion Control System, Flexible (Channel Liner) (Type D) | 3,483 | SQYD | 3.00 | 10,449.00 |
| 0054 | 722-02-00100 | Project Site Laboratory (Equipped) | 1 | EACH | 35,000.00 | 35,000.00 |
| 0055 | 725-01-00100 | Temporary Detour Roads | 26,323 | SQYD | 42.00 | 1,105,566.00 |
| 0056 | 725-02-00100 | Temporary Detour Bridging | 640 | LNFT | 1,100.00 | 704,000.00 |
| 0057 | 726-01-00100 | Bedding Material | 681.4 | CUYD | 85.00 | 57,919.00 |
| 0058 | 727-01-00100 | Mobilization | 1 | LUMP | 1,400,000.00 | 1,400,000.00 |
| 0059 | 729-16-00200 | Object Marker Assembly (Type 2) | 12 | EACH | 80.00 | 960.00 |
| 0060 | 729-16-00300 | Object Marker Assembly (Type 3) | 28 | EACH | 80.00 | 2,240.00 |
| 0061 | 731-01-00100 | Nonreflectorized Raised Pavement Markers | 376 | EACH | 10.00 | 3,760.00 |
| 0062 | 731-02-00100 | Reflectorized Raised Pavement Markers | 238 | EACH | 45.00 | 10,710.00 |
| 0063 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 4.025 | MILE | 2,600.00 | 10,465.00 |
| 0064 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 1.384 | MILE | 800.00 | 1,107.20 |
| 0065 | 740-01-00100 | Construction Layout | 1 | LUMP | 150,000.00 | 150,000.00 |
| 0066 | 804-01-00300 | Precast Concrete Piles (16") | 13,996 | LNFT | 65.00 | 909,740.00 |
| 0067 | 804-05-00300 | Precast Concrete Test Piles (16") | 5 | EACH | 45,000.00 | 225,000.00 |
| 0068 | 804-09-00100 | Loading Test Piles | 5 | EACH | 500.00 | 2,500.00 |
| 0069 | 804-10-00100 | Reloading Test Piles | 5 | EACH | 500.00 | 2,500.00 |
| 0070 | 804-11-00100 | Redriving Test Piles | 5 | EACH | 500.00 | 2,500.00 |
| 0071 | 804-12-00100 | Loading Permanent Piles | 7 | EACH | 1,500.00 | 10,500.00 |
| 0072 | 804-17-00100 | Dynamic Monitoring | 31 | EACH | 1,500.00 | 46,500.00 |
| 0073 | 805-01-00300 | Class A Concrete (Box Culvert Headwalls) | 96.65 | CUYD | 1,250.00 | 120,812.50 |
| 0074 | 805-01-00700 | Class A Concrete (Bents) | 352.5 | CUYD | 2,000.00 | 705,000.00 |
| 0075 | 805-03-00100 | Class AA Concrete | 1,495.85 | CUYD | 1,500.00 | 2,243,775.00 |
| 0076 | 805-12-01060 | Reinforced Concrete Box Culverts (7' x 4') | 630 | LNFT | 400.00 | 252,000.00 |
| 0077 | 805-12-05000 | Reinforced Concrete Box Culverts (8' x 8') | 258 | LNFT | 550.00 | 141,900.00 |
| 0078 | 806-01-00100 | Deformed Reinforcing Steel | 462,358 | LB | 1.00 | 462,358.00 |
| 0079 | 810-01-00100 | Concrete Railing (Standard Barrier) | 2,200 | LNFT | 62.00 | 136,400.00 |
| 0080 | 813-01-00100 | Concrete Approach Slabs | 1,928.92 | SQYD | 200.00 | 385,784.00 |
| 0081 | NS-200-00020 | Cleaning Existing Ditches | 260 | LNFT | 16.00 | 4,160.00 |
| 0082 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 1,130 | INLF | 1.00 | 1,130.00 |
| 0083 | 202-02-02020 | Removal of Asphalt Pavement | 5,855 | SQYD | 7.00 | 40,985.00 |
| ITEM TOTAL (CONSTRUCTION BID) | 14,700,007.40 | |||||
| NUMBER OF DAYS BID AT $3000 PER DAY. | 2,340,000.00 | |||||
| TOTAL BID | 17,040,007.40 | |||||