Bid Tabulations
Letting of
10/27/2010
LA DOTD Headquarters
| Lead Project: 455-09-0011 | |
| Parish: Caddo | |
| Routes: I-49 | |
| Description: I-49 NORTH (LA 169 - LA 530) | |
| Type Const: CLR & GRUBB, GRADING, DRAINAGE STR, CLASS II BASE COURSE, SUPERPAVE ASPH CONC PAVEMENT, CONC SLAB SPAN BR, PRECAST PRESTRESSED CONC GRIDER SPAN BR; ALTERNATE A1, SUPERPAVE ASPH CONC PAVEMENT; ALTERNATE A2, PORTLAND CEMENT CONC PAVEMENT; & RELATED WORK. | |
| Estimated Construction Cost: $36,630,905.88 | |
| Maximum Number of Days Allowed for Construction: 1000 | |
| Calculated Daily User Cost: $3,000.00 | |
| Rank | License | Bidder | Construction Bid | Bidder's Proposed Contract Time |
Life Cycle Cost |
Total Bid |
|---|---|---|---|---|---|---|
| 1 | 34567 | James Construction Group Llc | $36,439,346.06 | 634 | $1,324,800.00 | $39,666,146.06 |
| 2 | 39462 | Jb James Construction Llc | $36,885,137.95 | 540 | $1,324,800.00 | $39,829,937.95 |
| 3 | 42076 | Austin Bridge & Road, Lp | $38,050,690.07 | 600 | $1,324,800.00 | $41,175,490.07 |
| 4 | 38936 | Southern Industrial Contractors Llc | $37,943,727.81 | 800 | $1,324,800.00 | $41,668,527.81 |
| 5 | 12312 | Gilchrist Construction Co. LLC | $42,334,444.59 | 900 | $1,324,800.00 | $46,359,244.59 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - James Construction Group Llc |
- 2 - Jb James Construction Llc |
- 3 - Austin Bridge & Road, Lp |
- 4 - Southern Industrial Contractors 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 | 700,000.00 | 700,000.00 | 1,200,000.00 | 1,200,000.00 | 2,731,000.00 | 2,731,000.00 | 1,750,000.00 | 1,750,000.00 |
| 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 50,000.00 | 50,000.00 | 120,000.00 | 120,000.00 | 30,300.00 | 30,300.00 | 50,000.00 | 50,000.00 |
| 0003 | 202-02-00010 | Removal of Shop Building on slab (Lt. Sta. 367+00, 3015 Sq. Ft.) | 1 | EACH | 1.00 | 1.00 | 1.00 | 1.00 | 1,615.00 | 1,615.00 | 6,030.00 | 6,030.00 |
| 0004 | 202-02-00010 | Removal of Barn on slab (Lt. Sta. 367+00. 1481 Sq. Ft.) | 1 | EACH | 1.00 | 1.00 | 1.00 | 1.00 | 1,615.00 | 1,615.00 | 3,000.00 | 3,000.00 |
| 0005 | 202-02-00010 | Removal of Brick Veneer House on slab (Lt. Sta. 367+00, 3643 Sq. Ft.) w/garage, sewer system, front & back porch/patio | 1 | EACH | 1.00 | 1.00 | 1.00 | 1.00 | 8,100.00 | 8,100.00 | 14,500.00 | 14,500.00 |
| 0006 | 202-02-00010 | Removal of Metal Shed on dirt (Lt. Sta. 105+75, 35 Sq. Ft.) | 1 | EACH | 1.00 | 1.00 | 1.00 | 1.00 | 303.00 | 303.00 | 1,000.00 | 1,000.00 |
| 0007 | 202-02-00010 | Removal of Shed on dirt (Lt. Sta. 372+00, 171 Sq. Ft.) | 1 | EACH | 1.00 | 1.00 | 1.00 | 1.00 | 303.00 | 303.00 | 1,000.00 | 1,000.00 |
| 0008 | 202-02-38500 | Removal of Surfacing and Stablized Base | 4,090.44 | SQYD | 12.00 | 49,085.28 | 3.00 | 12,271.32 | 3.05 | 12,475.84 | 1.45 | 5,931.14 |
| 0009 | 202-07-00100 | Plugging Existing Water Wells | 2 | EACH | 2,000.00 | 4,000.00 | 2,500.00 | 5,000.00 | 4,100.00 | 8,200.00 | 5,000.00 | 10,000.00 |
| 0010 | 203-01-00100 | General Excavation | 171,882.62 | CUYD | 2.00 | 343,765.24 | 6.00 | 1,031,295.72 | 5.05 | 868,007.23 | 1.85 | 317,982.85 |
| 0011 | 203-02-00100 | Drainage Excavation | 885.73 | CUYD | 18.00 | 15,943.14 | 6.00 | 5,314.38 | 5.55 | 4,915.80 | 5.00 | 4,428.65 |
| 0012 | 203-03-00100 | Embankment | 903,459.16 | CUYD | 5.50 | 4,969,025.38 | 3.50 | 3,162,107.06 | 3.55 | 3,207,280.02 | 4.75 | 4,291,431.01 |
| 0013 | 203-04-00300 | Nonplastic Embankment (Stone) | 256.21 | CUYD | 70.00 | 17,934.70 | 110.00 | 28,183.10 | 110.00 | 28,183.10 | 100.00 | 25,621.00 |
| 0014 | 204-04-00100 | Temporary Sediment Basins | 3 | EACH | 525.00 | 1,575.00 | 2,000.00 | 6,000.00 | 250.00 | 750.00 | 1,500.00 | 4,500.00 |
| 0015 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 350 | EACH | 125.00 | 43,750.00 | 95.00 | 33,250.00 | 105.00 | 36,750.00 | 125.00 | 43,750.00 |
| 0016 | 204-06-00100 | Temporary Silt Fencing | 57,793 | LNFT | 2.50 | 144,482.50 | 1.70 | 98,248.10 | 2.10 | 121,365.30 | 1.45 | 83,799.85 |
| 0017 | 302-01-00200 | Class II Base Course (Soil Cement) | 74,552.29 | CUYD | 1.00 | 74,552.29 | 6.00 | 447,313.74 | 29.50 | 2,199,292.56 | 29.90 | 2,229,113.47 |
| 0018 | 302-02-01060 | Class II Base Course (4" Thick) (Stone or Recycled Portland Cement Concrete) | 173,510.37 | SQYD | 12.00 | 2,082,124.44 | 12.50 | 2,168,879.63 | 7.20 | 1,249,274.66 | 7.80 | 1,353,380.89 |
| 0019 | 302-02-02560 | Class II Base Course (7" Thick) (Stone or Recycled Portland Cement Concrete) | 77,365.04 | SQYD | 12.00 | 928,380.48 | 13.50 | 1,044,428.04 | 13.60 | 1,052,164.54 | 13.00 | 1,005,745.52 |
| 0020 | 304-05-00100 | Lime Treatment (Type E) | 566.965 | TON | 180.00 | 102,053.70 | 250.00 | 141,741.25 | 250.00 | 141,741.25 | 339.00 | 192,201.14 |
| 0021 | 305-01-04000 | Subgrade Layer (12" Thick) | 250,585.44 | SQYD | 9.00 | 2,255,268.96 | 7.50 | 1,879,390.80 | 7.00 | 1,754,098.08 | 7.10 | 1,779,156.62 |
| 0024 | 701-01-01000 | Cross Drain Pipe (24" RCP/PP) | 364 | LNFT | 40.00 | 14,560.00 | 76.00 | 27,664.00 | 41.00 | 14,924.00 | 40.00 | 14,560.00 |
| 0025 | 701-01-01040 | Cross Drain Pipe (36" RCP/PP) | 688 | LNFT | 88.00 | 60,544.00 | 95.00 | 65,360.00 | 90.00 | 61,920.00 | 82.00 | 56,416.00 |
| 0026 | 701-02-01040 | Cross Drain Pipe Arch (36" Equiv. RCPA) | 2,308 | LNFT | 99.00 | 228,492.00 | 120.00 | 276,960.00 | 101.00 | 233,108.00 | 104.00 | 240,032.00 |
| 0027 | 701-02-01060 | Cross Drain Pipe Arch (42" Equiv. RCPA) | 184 | LNFT | 105.00 | 19,320.00 | 150.00 | 27,600.00 | 107.00 | 19,688.00 | 140.00 | 25,760.00 |
| 0028 | 701-02-01080 | Cross Drain Pipe Arch (48" Equiv. RCPA) | 1,392 | LNFT | 122.00 | 169,824.00 | 170.00 | 236,640.00 | 125.00 | 174,000.00 | 172.00 | 239,424.00 |
| 0029 | 701-05-01040 | Side Drain Pipe (18" RCP/PP/CMP) | 144 | LNFT | 44.00 | 6,336.00 | 58.00 | 8,352.00 | 45.00 | 6,480.00 | 40.00 | 5,760.00 |
| 0030 | 701-05-01080 | Side Drain Pipe (30" RCP/PP/CMP) | 32 | LNFT | 55.00 | 1,760.00 | 70.00 | 2,240.00 | 56.00 | 1,792.00 | 55.00 | 1,760.00 |
| 0031 | 702-03-00100 | Catch Basins (CB-01) | 2 | EACH | 3,000.00 | 6,000.00 | 3,000.00 | 6,000.00 | 3,070.00 | 6,140.00 | 2,500.00 | 5,000.00 |
| 0032 | 702-03-00200 | Catch Basins (CB-02) | 1 | EACH | 4,200.00 | 4,200.00 | 3,000.00 | 3,000.00 | 4,290.00 | 4,290.00 | 5,000.00 | 5,000.00 |
| 0033 | 704-03-00100 | Blocked Out Guard Rail | 3,578 | LNFT | 21.00 | 75,138.00 | 17.00 | 60,826.00 | 17.00 | 60,826.00 | 16.95 | 60,647.10 |
| 0034 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 760 | LNFT | 41.50 | 31,540.00 | 54.00 | 41,040.00 | 54.00 | 41,040.00 | 54.00 | 41,040.00 |
| 0035 | 704-11-00100 | Guard Rail End Treatment (Flared) | 26 | EACH | 1,785.00 | 46,410.00 | 2,000.00 | 52,000.00 | 1,955.00 | 50,830.00 | 1,955.00 | 50,830.00 |
| 0036 | 704-11-00300 | Guard Rail End Treatment (Bi-Directional) | 2 | EACH | 3,500.00 | 7,000.00 | 4,500.00 | 9,000.00 | 4,500.00 | 9,000.00 | 4,200.00 | 8,400.00 |
| 0037 | 705-02-00100 | Combination Mesh & Barbed Wire Fence | 50,735.73 | LNFT | 4.45 | 225,774.00 | 4.50 | 228,310.79 | 5.00 | 253,678.65 | 4.00 | 202,942.92 |
| 0038 | 706-03-00100 | Incidental Concrete Paving (4" Thick) | 184.6 | SQYD | 55.00 | 10,153.00 | 50.00 | 9,230.00 | 52.00 | 9,599.20 | 45.00 | 8,307.00 |
| 0039 | 707-01-00300 | Concrete Curb (Mountable) | 644.146 | LNFT | 22.00 | 14,171.21 | 12.00 | 7,729.75 | 0.93 | 599.06 | 10.00 | 6,441.46 |
| 0040 | 708-01-00100 | Right-of-Way Monument | 111 | EACH | 180.00 | 19,980.00 | 100.00 | 11,100.00 | 100.00 | 11,100.00 | 125.00 | 13,875.00 |
| 0041 | 708-02-00100 | Right-of-Way Monument Witness Post | 111 | EACH | 130.00 | 14,430.00 | 100.00 | 11,100.00 | 50.00 | 5,550.00 | 75.00 | 8,325.00 |
| 0042 | 711-01-04000 | Riprap (55 lb, 18" Thick) | 9,682.458 | SQYD | 51.00 | 493,805.36 | 56.00 | 542,217.65 | 51.00 | 493,805.36 | 55.00 | 532,535.19 |
| 0043 | 711-04-00100 | Geotextile Fabric | 9,682.458 | SQYD | 5.50 | 53,253.52 | 1.50 | 14,523.69 | 2.00 | 19,364.92 | 1.20 | 11,618.95 |
| 0044 | 712-01-00100 | Concrete Cast-in-Place Revetment (4" Thick) | 3,519 | SQYD | 50.00 | 175,950.00 | 55.00 | 193,545.00 | 40.00 | 140,760.00 | 56.35 | 198,295.65 |
| 0045 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 60,000.00 | 60,000.00 | 100,000.00 | 100,000.00 | 30,800.00 | 30,800.00 | 172,500.00 | 172,500.00 |
| 0046 | 716-01-00100 | Mulch (Vegetative) | 255 | TON | 425.00 | 108,375.00 | 430.00 | 109,650.00 | 425.00 | 108,375.00 | 450.00 | 114,750.00 |
| 0047 | 717-01-00100 | Seeding | 6,800.8 | LB | 7.90 | 53,726.32 | 8.00 | 54,406.40 | 7.90 | 53,726.32 | 8.00 | 54,406.40 |
| 0048 | 718-01-00100 | Fertilizer | 170,000.8 | LB | 0.40 | 68,000.32 | 0.40 | 68,000.32 | 0.40 | 68,000.32 | 0.44 | 74,800.35 |
| 0049 | 718-02-00100 | Agricultural Lime | 67.88 | TON | 200.00 | 13,576.00 | 200.00 | 13,576.00 | 200.00 | 13,576.00 | 200.00 | 13,576.00 |
| 0050 | 722-02-00100 | Project Site Laboratory (Equipped) | 1 | EACH | 35,000.00 | 35,000.00 | 25,000.00 | 25,000.00 | 31,000.00 | 31,000.00 | 25,000.00 | 25,000.00 |
| 0051 | 726-01-00100 | Bedding Material | 1,702.058 | CUYD | 67.25 | 114,463.40 | 60.00 | 102,123.48 | 70.00 | 119,144.06 | 70.00 | 119,144.06 |
| 0052 | 727-01-00100 | Mobilization | 1 | LUMP | 3,600,000.00 | 3,600,000.00 | 3,600,000.00 | 3,600,000.00 | 3,400,000.00 | 3,400,000.00 | 3,655,000.00 | 3,655,000.00 |
| 0053 | 729-01-00100 | Sign (Type A) | 706.4 | SQFT | 19.50 | 13,774.80 | 20.00 | 14,128.00 | 19.50 | 13,774.80 | 19.50 | 13,774.80 |
| 0054 | 729-04-00100 | Sign (Type D) | 667.5 | SQFT | 24.30 | 16,220.25 | 25.00 | 16,687.50 | 24.30 | 16,220.25 | 24.30 | 16,220.25 |
| 0055 | 729-05-00100 | Sign (Type E) | 80 | SQFT | 30.00 | 2,400.00 | 30.00 | 2,400.00 | 30.00 | 2,400.00 | 30.00 | 2,400.00 |
| 0056 | 729-06-00100 | Sign (Overhead Mounted) | 136.5 | SQFT | 27.00 | 3,685.50 | 27.00 | 3,685.50 | 27.00 | 3,685.50 | 27.00 | 3,685.50 |
| 0057 | 729-08-00100 | Mounting (2 1/2" Size Post) | 21 | EACH | 775.00 | 16,275.00 | 800.00 | 16,800.00 | 775.00 | 16,275.00 | 775.00 | 16,275.00 |
| 0058 | 729-08-00200 | Mounting (3 1/2" Size Post) | 25 | EACH | 895.00 | 22,375.00 | 900.00 | 22,500.00 | 895.00 | 22,375.00 | 895.00 | 22,375.00 |
| 0059 | 729-08-00600 | Mounting (W6 x 12 Size Post) | 16 | EACH | 950.00 | 15,200.00 | 1,000.00 | 16,000.00 | 950.00 | 15,200.00 | 950.00 | 15,200.00 |
| 0060 | 729-08-00700 | Mounting (W8 x 18 Size Post) | 8 | EACH | 1,475.00 | 11,800.00 | 1,500.00 | 12,000.00 | 1,475.00 | 11,800.00 | 1,475.00 | 11,800.00 |
| 0061 | 729-13-00100 | Mounting (Bridge Fascia Mounted) | 2 | EACH | 6,400.00 | 12,800.00 | 6,400.00 | 12,800.00 | 6,400.00 | 12,800.00 | 6,400.00 | 12,800.00 |
| 0062 | 729-16-00200 | Object Marker Assembly (Type 2) | 27 | EACH | 62.00 | 1,674.00 | 65.00 | 1,755.00 | 62.00 | 1,674.00 | 62.00 | 1,674.00 |
| 0063 | 729-16-00300 | Object Marker Assembly (Type 3) | 28 | EACH | 20.00 | 560.00 | 70.00 | 1,960.00 | 70.00 | 1,960.00 | 70.00 | 1,960.00 |
| 0064 | 729-17-00100 | Milepost Assembly (Ground Mounted) | 10 | EACH | 320.00 | 3,200.00 | 320.00 | 3,200.00 | 320.00 | 3,200.00 | 320.00 | 3,200.00 |
| 0065 | 731-02-00100 | Reflectorized Raised Pavement Markers | 1,483 | EACH | 5.00 | 7,415.00 | 5.00 | 7,415.00 | 5.00 | 7,415.00 | 5.00 | 7,415.00 |
| 0066 | 732-01-01040 | Plastic Pavement Striping (8" Width) (Thermoplastic 90 mil) | 3,268.32 | LNFT | 1.00 | 3,268.32 | 1.00 | 3,268.32 | 1.00 | 3,268.32 | 1.00 | 3,268.32 |
| 0067 | 732-01-01080 | Plastic Pavement Striping (24" Width) (Thermoplastic 90 mil) | 2,535 | LNFT | 3.00 | 7,605.00 | 3.00 | 7,605.00 | 3.00 | 7,605.00 | 3.00 | 7,605.00 |
| 0068 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 26.733 | MILE | 2,500.00 | 66,832.50 | 2,500.00 | 66,832.50 | 2,500.00 | 66,832.50 | 2,500.00 | 66,832.50 |
| 0069 | 740-01-00100 | Construction Layout | 1 | LUMP | 200,000.00 | 200,000.00 | 400,000.00 | 400,000.00 | 400,000.00 | 400,000.00 | 350,000.00 | 350,000.00 |
| 0070 | 805-01-00300 | Class A Concrete (Box Culvert Headwalls) | 192.497 | CUYD | 1,475.00 | 283,933.08 | 1,100.00 | 211,746.70 | 1,830.00 | 352,269.51 | 875.00 | 168,434.88 |
| 0071 | 805-01-00700 | Class A Concrete (Bents) | 1,673.3 | CUYD | 800.00 | 1,338,640.00 | 850.00 | 1,422,305.00 | 680.00 | 1,137,844.00 | 575.00 | 962,147.50 |
| 0072 | 805-03-00100 | Class AA Concrete | 1,184.67 | CUYD | 600.00 | 710,802.00 | 490.00 | 580,488.30 | 500.00 | 592,335.00 | 500.00 | 592,335.00 |
| 0073 | 805-04-00100 | Class AA(M) Concrete | 1,124.28 | CUYD | 570.00 | 640,839.60 | 580.00 | 652,082.40 | 650.00 | 730,782.00 | 500.00 | 562,140.00 |
| 0074 | 805-08-00300 | Precast-Prestressed Concrete Girder (Type III) | 4,448 | LNFT | 100.00 | 444,800.00 | 95.00 | 422,560.00 | 94.00 | 418,112.00 | 100.00 | 444,800.00 |
| 0075 | 805-11-00100 | Strip Seal Joints | 336.48 | LNFT | 150.00 | 50,472.00 | 150.00 | 50,472.00 | 161.00 | 54,173.28 | 160.00 | 53,836.80 |
| 0076 | 805-12-01000 | Reinforced Concrete Box Culverts (4' x 4') | 1,228 | LNFT | 165.00 | 202,620.00 | 220.00 | 270,160.00 | 210.00 | 257,880.00 | 200.00 | 245,600.00 |
| 0077 | 805-12-01060 | Reinforced Concrete Box Culverts (7' x 4') | 528 | LNFT | 290.00 | 153,120.00 | 400.00 | 211,200.00 | 420.00 | 221,760.00 | 310.00 | 163,680.00 |
| 0078 | 805-12-02000 | Reinforced Concrete Box Culverts (5' x 5') | 3,264 | LNFT | 224.00 | 731,136.00 | 300.00 | 979,200.00 | 260.00 | 848,640.00 | 240.00 | 783,360.00 |
| 0080 | 806-01-00100 | Deformed Reinforcing Steel | 415,541.72 | LB | 1.00 | 415,541.72 | 0.70 | 290,879.20 | 0.59 | 245,169.61 | 0.75 | 311,656.29 |
| 0081 | 806-02-00100 | Deformed Reinforcing Steel (Epoxy Coated) | 568,353 | LB | 1.10 | 625,188.30 | 0.85 | 483,100.05 | 0.72 | 409,214.16 | 0.80 | 454,682.40 |
| 0082 | 807-08-00100 | Structural Metalwork | 1 | LUMP | 10,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | 5,300.00 | 5,300.00 | 45,000.00 | 45,000.00 |
| 0083 | 810-01-00100 | Concrete Railing (Standard Barrier) | 2,848 | LNFT | 56.00 | 159,488.00 | 60.00 | 170,880.00 | 65.00 | 185,120.00 | 45.00 | 128,160.00 |
| 0084 | 810-01-00200 | Concrete Railing (Slotted Barrier) | 680 | LNFT | 51.00 | 34,680.00 | 62.00 | 42,160.00 | 66.50 | 45,220.00 | 46.00 | 31,280.00 |
| 0085 | 813-01-00100 | Concrete Approach Slabs | 3,607.36 | SQYD | 195.00 | 703,435.20 | 200.00 | 721,472.00 | 160.00 | 577,177.60 | 200.00 | 721,472.00 |
| 0086 | 814-01-00200 | Drilled Shaft (24" Diameter) | 520 | LNFT | 80.00 | 41,600.00 | 160.00 | 83,200.00 | 80.00 | 41,600.00 | 145.00 | 75,400.00 |
| 0087 | 814-01-00300 | Drilled Shaft (30" Diameter) | 1,524 | LNFT | 130.00 | 198,120.00 | 200.00 | 304,800.00 | 137.00 | 208,788.00 | 165.00 | 251,460.00 |
| 0088 | 814-01-00600 | Drilled Shaft (48" Diameter) | 1,752 | LNFT | 205.00 | 359,160.00 | 280.00 | 490,560.00 | 215.00 | 376,680.00 | 209.00 | 366,168.00 |
| 0089 | 814-01-00650 | Drilled Shaft (54" Diameter) | 1,272 | LNFT | 296.00 | 376,512.00 | 320.00 | 407,040.00 | 315.00 | 400,680.00 | 240.00 | 305,280.00 |
| 0090 | 814-01-00800 | Drilled Shaft (66" Diameter) | 1,044 | LNFT | 360.00 | 375,840.00 | 460.00 | 480,240.00 | 385.00 | 401,940.00 | 353.00 | 368,532.00 |
| 0091 | 814-02-00600 | Trial Shaft (48"Diameter) | 35 | LNFT | 495.00 | 17,325.00 | 240.00 | 8,400.00 | 505.00 | 17,675.00 | 595.00 | 20,825.00 |
| 0093 | 814-02-00800 | Trial Shaft (66" Diameter) | 35 | LNFT | 555.00 | 19,425.00 | 700.00 | 24,500.00 | 570.00 | 19,950.00 | 704.00 | 24,640.00 |
| 0094 | 814-04-00300 | Crosshole Sonic Logging (30" Diameter) | 36 | EACH | 2,900.00 | 104,400.00 | 1,500.00 | 54,000.00 | 1,430.00 | 51,480.00 | 1,500.00 | 54,000.00 |
| 0095 | 814-04-00600 | Crosshole Sonic Logging (48" Diameter) | 52 | EACH | 3,200.00 | 166,400.00 | 1,500.00 | 78,000.00 | 1,530.00 | 79,560.00 | 1,500.00 | 78,000.00 |
| 0096 | 814-04-00650 | Crosshole Sonic Logging (54" Diameter) | 30 | EACH | 3,300.00 | 99,000.00 | 1,500.00 | 45,000.00 | 1,630.00 | 48,900.00 | 1,500.00 | 45,000.00 |
| 0097 | 814-04-00800 | Crosshole Sonic Logging (66" Diameter) | 24 | EACH | 3,600.00 | 86,400.00 | 1,500.00 | 36,000.00 | 1,730.00 | 41,520.00 | 1,500.00 | 36,000.00 |
| 0098 | NS-800-00100 | Load Testing a Drilled Shaft | 3 | EACH | 100,000.00 | 300,000.00 | 10,000.00 | 30,000.00 | 102,300.00 | 306,900.00 | 7,000.00 | 21,000.00 |
| 0099 | NS-800-00120 | Pier Protection System (Vehicle) | 6 | EACH | 65,000.00 | 390,000.00 | 45,000.00 | 270,000.00 | 40,000.00 | 240,000.00 | 60,000.00 | 360,000.00 |
| 0100 | NS-800-00140 | Test Drilled Shaft 66" Diameter | 1 | EACH | 40,000.00 | 40,000.00 | 160,000.00 | 160,000.00 | 39,000.00 | 39,000.00 | 143,000.00 | 143,000.00 |
| 0101 | NS-800-00140 | Test Drilled Shaft 54" Diameter | 1 | EACH | 40,000.00 | 40,000.00 | 155,000.00 | 155,000.00 | 43,500.00 | 43,500.00 | 130,000.00 | 130,000.00 |
| 0102 | NS-800-00140 | Test Drilled Shaft 48" Diameter | 1 | EACH | 45,000.00 | 45,000.00 | 144,000.00 | 144,000.00 | 48,000.00 | 48,000.00 | 132,000.00 | 132,000.00 |
| 0112 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 2,257.05 | CUYD | 55.00 | 124,137.75 | 70.00 | 157,993.50 | 70.65 | 159,460.58 | 75.00 | 169,278.75 |
| 0113 | 507-01-00100 | Asphaltic Material (CRS-2P Emulsion) | 32,951.53 | GAL | 3.30 | 108,740.05 | 3.40 | 112,035.20 | 3.50 | 115,330.36 | 3.30 | 108,740.05 |
| 0114 | 507-02-00200 | Aggregate (S2) | 48,458.14 | SQYD | 1.80 | 87,224.65 | 1.90 | 92,070.47 | 1.89 | 91,585.88 | 1.80 | 87,224.65 |
| 0115 | 507-02-00300 | Aggregate (S3) | 48,458.14 | SQYD | 1.60 | 77,533.02 | 1.70 | 82,378.84 | 1.68 | 81,409.68 | 1.60 | 77,533.02 |
| 0116 | 729-19-00100 | Dead End Road Installations (Type A) | 5 | EACH | 1,500.00 | 7,500.00 | 1,500.00 | 7,500.00 | 1,450.00 | 7,250.00 | 1,450.00 | 7,250.00 |
| 0117 | 731-01-00100 | Nonreflectorized Raised Pavement Markers | 198 | EACH | 12.00 | 2,376.00 | 12.00 | 2,376.00 | 12.00 | 2,376.00 | 12.00 | 2,376.00 |
| 0118 | 732-04-01080 | Plastic Pavement Legends and Symbols (Arrow - Left Turn) | 2 | EACH | 250.00 | 500.00 | 250.00 | 500.00 | 250.00 | 500.00 | 250.00 | 500.00 |
| 0119 | 732-04-15020 | Plastic Pavement Legends and Symbols (ONLY) | 2 | EACH | 300.00 | 600.00 | 300.00 | 600.00 | 300.00 | 600.00 | 300.00 | 600.00 |
| 0120 | NS-202-00007 | NS Plug and Abandon Well | 2 | EACH | 10,000.00 | 20,000.00 | 10,000.00 | 20,000.00 | 8,080.00 | 16,160.00 | 10,000.00 | 20,000.00 |
| 0121 | NS-202-00008 | NS Re-open, Cut, Plug and Abandon Well | 1 | EACH | 12,000.00 | 12,000.00 | 12,000.00 | 12,000.00 | 15,150.00 | 15,150.00 | 10,000.00 | 10,000.00 |
| SUBTOTAL GENERAL | 27,523,303 | 27,676,560 | 28,444,329 | 28,258,597 | ||||||||
| Alternate AA1 | ||||||||||||
| 0103 | 502-01-00100 | Superpave Asphaltic Concrete | 8,458.4 | TON | 108.00 | 913,507.20 | 110.00 | 930,424.00 | 110.20 | 932,115.68 | 126.50 | 1,069,987.60 |
| 0104 | 601-01-00700 | Portland Cement Concrete Pavement (11" Thick) | 173,510.37 | SQYD | 34.00 | 5,899,352.58 | 37.00 | 6,419,883.69 | 35.50 | 6,159,618.14 | 38.00 | 6,593,394.06 |
| 0105 | 601-04-00100 | Portland Cement Concrete Pavement Coring | 89 | EACH | 100.00 | 8,900.00 | 100.00 | 8,900.00 | 108.00 | 9,612.00 | 100.00 | 8,900.00 |
| 0106 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 1.221 | MILE | 800.00 | 976.80 | 800.00 | 976.80 | 800.00 | 976.80 | 800.00 | 976.80 |
| 0107 | 732-03-03000 | Plastic Pavement Striping (Broken Line) (4" Width) (Preformed Tape) (Retroreflectivity Level I) | 10.141 | MILE | 4,000.00 | 40,564.00 | 4,000.00 | 40,564.00 | 4,000.00 | 40,564.00 | 4,000.00 | 40,564.00 |
| 0108 | NS-DEV-60302 | NS Roller Compacted Concrete (RCC) Pavement (8" Thick) | 81,942.83 | SQYD | 25.00 | 2,048,570.75 | 22.00 | 1,802,742.26 | 30.00 | 2,458,284.90 | 24.00 | 1,966,627.92 |
| 0122 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 20.35 | TON | 205.00 | 4,171.75 | 250.00 | 5,087.50 | 255.00 | 5,189.25 | 230.00 | 4,680.50 |
| SUBTOTAL ALT AA1 | 8,916,043 | 9,208,578 | 9,606,361 | 9,685,131 | ||||||||
| Alternate AA2 | ||||||||||||
| 0109 | 502-01-00100 | Superpave Asphaltic Concrete | 146,938.69 | TON | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 0110 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 11.362 | MILE | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 0111 | NS-724-00002 | Rumble Strips (Shoulder Ground-In) | 21.464 | MILE | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 0123 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 3,437.63 | TON | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| SUBTOTAL ALT AA2 | 0.00 | 0.00 | 0.00 | 0.00 | ||||||||
| ITEM TOTAL (CONSTRUCTION BID) | 36,439,346.06 | 36,885,137.95 | 38,050,690.07 | 37,943,727.81 | ||||||||
| NUMBER OF DAYS BID AT $3000 PER DAY. | 1,902,000.00 | 1,620,000.00 | 1,800,000.00 | 2,400,000.00 | ||||||||
| LIFE CYCLE COST | 1,324,800.00 | 1,324,800.00 | 1,324,800.00 | 1,324,800.00 | ||||||||
| TOTAL BID | 39,666,146.06 | 39,829,937.95 | 41,175,490.07 | 41,668,527.81 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 5 - Gilchrist Construction Co. LLC |
|
| Unit Price | Total Amount |
|||||
| 0001 | 201-01-00100 | Clearing and Grubbing | 1 | LUMP | 500,000.00 | 500,000.00 |
| 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 100,000.00 | 100,000.00 |
| 0003 | 202-02-00010 | Removal of Shop Building on slab (Lt. Sta. 367+00, 3015 Sq. Ft.) | 1 | EACH | 3,000.00 | 3,000.00 |
| 0004 | 202-02-00010 | Removal of Barn on slab (Lt. Sta. 367+00. 1481 Sq. Ft.) | 1 | EACH | 3,000.00 | 3,000.00 |
| 0005 | 202-02-00010 | Removal of Brick Veneer House on slab (Lt. Sta. 367+00, 3643 Sq. Ft.) w/garage, sewer system, front & back porch/patio | 1 | EACH | 3,000.00 | 3,000.00 |
| 0006 | 202-02-00010 | Removal of Metal Shed on dirt (Lt. Sta. 105+75, 35 Sq. Ft.) | 1 | EACH | 3,000.00 | 3,000.00 |
| 0007 | 202-02-00010 | Removal of Shed on dirt (Lt. Sta. 372+00, 171 Sq. Ft.) | 1 | EACH | 3,000.00 | 3,000.00 |
| 0008 | 202-02-38500 | Removal of Surfacing and Stablized Base | 4,090.44 | SQYD | 5.50 | 22,497.42 |
| 0009 | 202-07-00100 | Plugging Existing Water Wells | 2 | EACH | 1,500.00 | 3,000.00 |
| 0010 | 203-01-00100 | General Excavation | 171,882.62 | CUYD | 3.75 | 644,559.83 |
| 0011 | 203-02-00100 | Drainage Excavation | 885.73 | CUYD | 9.25 | 8,193.00 |
| 0012 | 203-03-00100 | Embankment | 903,459.16 | CUYD | 5.50 | 4,969,025.38 |
| 0013 | 203-04-00300 | Nonplastic Embankment (Stone) | 256.21 | CUYD | 145.00 | 37,150.45 |
| 0014 | 204-04-00100 | Temporary Sediment Basins | 3 | EACH | 425.00 | 1,275.00 |
| 0015 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 350 | EACH | 200.00 | 70,000.00 |
| 0016 | 204-06-00100 | Temporary Silt Fencing | 57,793 | LNFT | 1.40 | 80,910.20 |
| 0017 | 302-01-00200 | Class II Base Course (Soil Cement) | 74,552.29 | CUYD | 40.00 | 2,982,091.60 |
| 0018 | 302-02-01060 | Class II Base Course (4" Thick) (Stone or Recycled Portland Cement Concrete) | 173,510.37 | SQYD | 9.25 | 1,604,970.92 |
| 0019 | 302-02-02560 | Class II Base Course (7" Thick) (Stone or Recycled Portland Cement Concrete) | 77,365.04 | SQYD | 15.50 | 1,199,158.12 |
| 0020 | 304-05-00100 | Lime Treatment (Type E) | 566.965 | TON | 300.00 | 170,089.50 |
| 0021 | 305-01-04000 | Subgrade Layer (12" Thick) | 250,585.44 | SQYD | 8.00 | 2,004,683.52 |
| 0024 | 701-01-01000 | Cross Drain Pipe (24" RCP/PP) | 364 | LNFT | 105.00 | 38,220.00 |
| 0025 | 701-01-01040 | Cross Drain Pipe (36" RCP/PP) | 688 | LNFT | 125.00 | 86,000.00 |
| 0026 | 701-02-01040 | Cross Drain Pipe Arch (36" Equiv. RCPA) | 2,308 | LNFT | 130.00 | 300,040.00 |
| 0027 | 701-02-01060 | Cross Drain Pipe Arch (42" Equiv. RCPA) | 184 | LNFT | 165.00 | 30,360.00 |
| 0028 | 701-02-01080 | Cross Drain Pipe Arch (48" Equiv. RCPA) | 1,392 | LNFT | 185.00 | 257,520.00 |
| 0029 | 701-05-01040 | Side Drain Pipe (18" RCP/PP/CMP) | 144 | LNFT | 70.00 | 10,080.00 |
| 0030 | 701-05-01080 | Side Drain Pipe (30" RCP/PP/CMP) | 32 | LNFT | 140.00 | 4,480.00 |
| 0031 | 702-03-00100 | Catch Basins (CB-01) | 2 | EACH | 5,000.00 | 10,000.00 |
| 0032 | 702-03-00200 | Catch Basins (CB-02) | 1 | EACH | 6,500.00 | 6,500.00 |
| 0033 | 704-03-00100 | Blocked Out Guard Rail | 3,578 | LNFT | 22.00 | 78,716.00 |
| 0034 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 760 | LNFT | 45.00 | 34,200.00 |
| 0035 | 704-11-00100 | Guard Rail End Treatment (Flared) | 26 | EACH | 2,000.00 | 52,000.00 |
| 0036 | 704-11-00300 | Guard Rail End Treatment (Bi-Directional) | 2 | EACH | 4,000.00 | 8,000.00 |
| 0037 | 705-02-00100 | Combination Mesh & Barbed Wire Fence | 50,735.73 | LNFT | 5.00 | 253,678.65 |
| 0038 | 706-03-00100 | Incidental Concrete Paving (4" Thick) | 184.6 | SQYD | 60.00 | 11,076.00 |
| 0039 | 707-01-00300 | Concrete Curb (Mountable) | 644.146 | LNFT | 20.00 | 12,882.92 |
| 0040 | 708-01-00100 | Right-of-Way Monument | 111 | EACH | 200.00 | 22,200.00 |
| 0041 | 708-02-00100 | Right-of-Way Monument Witness Post | 111 | EACH | 100.00 | 11,100.00 |
| 0042 | 711-01-04000 | Riprap (55 lb, 18" Thick) | 9,682.458 | SQYD | 60.00 | 580,947.48 |
| 0043 | 711-04-00100 | Geotextile Fabric | 9,682.458 | SQYD | 2.00 | 19,364.92 |
| 0044 | 712-01-00100 | Concrete Cast-in-Place Revetment (4" Thick) | 3,519 | SQYD | 62.00 | 218,178.00 |
| 0045 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 500,000.00 | 500,000.00 |
| 0046 | 716-01-00100 | Mulch (Vegetative) | 255 | TON | 330.00 | 84,150.00 |
| 0047 | 717-01-00100 | Seeding | 6,800.8 | LB | 6.50 | 44,205.20 |
| 0048 | 718-01-00100 | Fertilizer | 170,000.8 | LB | 0.40 | 68,000.32 |
| 0049 | 718-02-00100 | Agricultural Lime | 67.88 | TON | 120.00 | 8,145.60 |
| 0050 | 722-02-00100 | Project Site Laboratory (Equipped) | 1 | EACH | 50,000.00 | 50,000.00 |
| 0051 | 726-01-00100 | Bedding Material | 1,702.058 | CUYD | 80.00 | 136,164.64 |
| 0052 | 727-01-00100 | Mobilization | 1 | LUMP | 4,200,000.00 | 4,200,000.00 |
| 0053 | 729-01-00100 | Sign (Type A) | 706.4 | SQFT | 22.00 | 15,540.80 |
| 0054 | 729-04-00100 | Sign (Type D) | 667.5 | SQFT | 25.00 | 16,687.50 |
| 0055 | 729-05-00100 | Sign (Type E) | 80 | SQFT | 34.00 | 2,720.00 |
| 0056 | 729-06-00100 | Sign (Overhead Mounted) | 136.5 | SQFT | 30.00 | 4,095.00 |
| 0057 | 729-08-00100 | Mounting (2 1/2" Size Post) | 21 | EACH | 850.00 | 17,850.00 |
| 0058 | 729-08-00200 | Mounting (3 1/2" Size Post) | 25 | EACH | 1,000.00 | 25,000.00 |
| 0059 | 729-08-00600 | Mounting (W6 x 12 Size Post) | 16 | EACH | 1,100.00 | 17,600.00 |
| 0060 | 729-08-00700 | Mounting (W8 x 18 Size Post) | 8 | EACH | 1,600.00 | 12,800.00 |
| 0061 | 729-13-00100 | Mounting (Bridge Fascia Mounted) | 2 | EACH | 7,200.00 | 14,400.00 |
| 0062 | 729-16-00200 | Object Marker Assembly (Type 2) | 27 | EACH | 70.00 | 1,890.00 |
| 0063 | 729-16-00300 | Object Marker Assembly (Type 3) | 28 | EACH | 65.00 | 1,820.00 |
| 0064 | 729-17-00100 | Milepost Assembly (Ground Mounted) | 10 | EACH | 365.00 | 3,650.00 |
| 0065 | 731-02-00100 | Reflectorized Raised Pavement Markers | 1,483 | EACH | 5.95 | 8,823.85 |
| 0066 | 732-01-01040 | Plastic Pavement Striping (8" Width) (Thermoplastic 90 mil) | 3,268.32 | LNFT | 1.50 | 4,902.48 |
| 0067 | 732-01-01080 | Plastic Pavement Striping (24" Width) (Thermoplastic 90 mil) | 2,535 | LNFT | 5.10 | 12,928.50 |
| 0068 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 26.733 | MILE | 2,800.00 | 74,852.40 |
| 0069 | 740-01-00100 | Construction Layout | 1 | LUMP | 500,000.00 | 500,000.00 |
| 0070 | 805-01-00300 | Class A Concrete (Box Culvert Headwalls) | 192.497 | CUYD | 1,200.00 | 230,996.40 |
| 0071 | 805-01-00700 | Class A Concrete (Bents) | 1,673.3 | CUYD | 600.00 | 1,003,980.00 |
| 0072 | 805-03-00100 | Class AA Concrete | 1,184.67 | CUYD | 600.00 | 710,802.00 |
| 0073 | 805-04-00100 | Class AA(M) Concrete | 1,124.28 | CUYD | 700.00 | 786,996.00 |
| 0074 | 805-08-00300 | Precast-Prestressed Concrete Girder (Type III) | 4,448 | LNFT | 92.00 | 409,216.00 |
| 0075 | 805-11-00100 | Strip Seal Joints | 336.48 | LNFT | 180.00 | 60,566.40 |
| 0076 | 805-12-01000 | Reinforced Concrete Box Culverts (4' x 4') | 1,228 | LNFT | 190.00 | 233,320.00 |
| 0077 | 805-12-01060 | Reinforced Concrete Box Culverts (7' x 4') | 528 | LNFT | 340.00 | 179,520.00 |
| 0078 | 805-12-02000 | Reinforced Concrete Box Culverts (5' x 5') | 3,264 | LNFT | 245.00 | 799,680.00 |
| 0080 | 806-01-00100 | Deformed Reinforcing Steel | 415,541.72 | LB | 0.60 | 249,325.03 |
| 0081 | 806-02-00100 | Deformed Reinforcing Steel (Epoxy Coated) | 568,353 | LB | 0.78 | 443,315.34 |
| 0082 | 807-08-00100 | Structural Metalwork | 1 | LUMP | 100,000.00 | 100,000.00 |
| 0083 | 810-01-00100 | Concrete Railing (Standard Barrier) | 2,848 | LNFT | 60.00 | 170,880.00 |
| 0084 | 810-01-00200 | Concrete Railing (Slotted Barrier) | 680 | LNFT | 65.00 | 44,200.00 |
| 0085 | 813-01-00100 | Concrete Approach Slabs | 3,607.36 | SQYD | 200.00 | 721,472.00 |
| 0086 | 814-01-00200 | Drilled Shaft (24" Diameter) | 520 | LNFT | 85.00 | 44,200.00 |
| 0087 | 814-01-00300 | Drilled Shaft (30" Diameter) | 1,524 | LNFT | 150.00 | 228,600.00 |
| 0088 | 814-01-00600 | Drilled Shaft (48" Diameter) | 1,752 | LNFT | 240.00 | 420,480.00 |
| 0089 | 814-01-00650 | Drilled Shaft (54" Diameter) | 1,272 | LNFT | 350.00 | 445,200.00 |
| 0090 | 814-01-00800 | Drilled Shaft (66" Diameter) | 1,044 | LNFT | 425.00 | 443,700.00 |
| 0091 | 814-02-00600 | Trial Shaft (48"Diameter) | 35 | LNFT | 530.00 | 18,550.00 |
| 0093 | 814-02-00800 | Trial Shaft (66" Diameter) | 35 | LNFT | 650.00 | 22,750.00 |
| 0094 | 814-04-00300 | Crosshole Sonic Logging (30" Diameter) | 36 | EACH | 1,500.00 | 54,000.00 |
| 0095 | 814-04-00600 | Crosshole Sonic Logging (48" Diameter) | 52 | EACH | 1,700.00 | 88,400.00 |
| 0096 | 814-04-00650 | Crosshole Sonic Logging (54" Diameter) | 30 | EACH | 1,900.00 | 57,000.00 |
| 0097 | 814-04-00800 | Crosshole Sonic Logging (66" Diameter) | 24 | EACH | 1,900.00 | 45,600.00 |
| 0098 | NS-800-00100 | Load Testing a Drilled Shaft | 3 | EACH | 22,000.00 | 66,000.00 |
| 0099 | NS-800-00120 | Pier Protection System (Vehicle) | 6 | EACH | 88,000.00 | 528,000.00 |
| 0100 | NS-800-00140 | Test Drilled Shaft 66" Diameter | 1 | EACH | 60,000.00 | 60,000.00 |
| 0101 | NS-800-00140 | Test Drilled Shaft 54" Diameter | 1 | EACH | 50,000.00 | 50,000.00 |
| 0102 | NS-800-00140 | Test Drilled Shaft 48" Diameter | 1 | EACH | 45,000.00 | 45,000.00 |
| 0112 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 2,257.05 | CUYD | 35.00 | 78,996.75 |
| 0113 | 507-01-00100 | Asphaltic Material (CRS-2P Emulsion) | 32,951.53 | GAL | 3.50 | 115,330.36 |
| 0114 | 507-02-00200 | Aggregate (S2) | 48,458.14 | SQYD | 2.00 | 96,916.28 |
| 0115 | 507-02-00300 | Aggregate (S3) | 48,458.14 | SQYD | 1.80 | 87,224.65 |
| 0116 | 729-19-00100 | Dead End Road Installations (Type A) | 5 | EACH | 1,800.00 | 9,000.00 |
| 0117 | 731-01-00100 | Nonreflectorized Raised Pavement Markers | 198 | EACH | 12.00 | 2,376.00 |
| 0118 | 732-04-01080 | Plastic Pavement Legends and Symbols (Arrow - Left Turn) | 2 | EACH | 240.00 | 480.00 |
| 0119 | 732-04-15020 | Plastic Pavement Legends and Symbols (ONLY) | 2 | EACH | 250.00 | 500.00 |
| 0120 | NS-202-00007 | NS Plug and Abandon Well | 2 | EACH | 25,000.00 | 50,000.00 |
| 0121 | NS-202-00008 | NS Re-open, Cut, Plug and Abandon Well | 1 | EACH | 35,000.00 | 35,000.00 |
| SUBTOTAL GENERAL | 31,521,948 | |||||
| Alternate AA1 | ||||||
| 0103 | 502-01-00100 | Superpave Asphaltic Concrete | 8,458.4 | TON | 120.00 | 1,015,008.00 |
| 0104 | 601-01-00700 | Portland Cement Concrete Pavement (11" Thick) | 173,510.37 | SQYD | 41.00 | 7,113,925.17 |
| 0105 | 601-04-00100 | Portland Cement Concrete Pavement Coring | 89 | EACH | 100.00 | 8,900.00 |
| 0106 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 1.221 | MILE | 950.00 | 1,159.95 |
| 0107 | 732-03-03000 | Plastic Pavement Striping (Broken Line) (4" Width) (Preformed Tape) (Retroreflectivity Level I) | 10.141 | MILE | 4,500.00 | 45,634.50 |
| 0108 | NS-DEV-60302 | NS Roller Compacted Concrete (RCC) Pavement (8" Thick) | 81,942.83 | SQYD | 32.00 | 2,622,170.56 |
| 0122 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 20.35 | TON | 280.00 | 5,698.00 |
| SUBTOTAL ALT AA1 | 10,812,496 | |||||
| Alternate AA2 | ||||||
| 0109 | 502-01-00100 | Superpave Asphaltic Concrete | 146,938.69 | TON | 0.00 | 0.00 |
| 0110 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 11.362 | MILE | 0.00 | 0.00 |
| 0111 | NS-724-00002 | Rumble Strips (Shoulder Ground-In) | 21.464 | MILE | 0.00 | 0.00 |
| 0123 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 3,437.63 | TON | 0.00 | 0.00 |
| SUBTOTAL ALT AA2 | 0.00 | |||||
| ITEM TOTAL (CONSTRUCTION BID) | 42,334,444.59 | |||||
| NUMBER OF DAYS BID AT $3000 PER DAY. | 2,700,000.00 | |||||
| LIFE CYCLE COST | 1,324,800.00 | |||||
| TOTAL BID | 46,359,244.59 | |||||