Bid Tabulations
Letting of
07/11/2012
LA DOTD Headquarters
| Lead Project: H.003398.6 | |
| Parish: St. Tammany | |
| Routes: I-59 | |
| Description: I-12 - MISSISSIPPI STATE LINE | |
| Type Const: GRADING, PAVEMENT WIDENING, PAVEMENT PATCHING, COLD PLANING ASPHALTIC CONCRETE PAVEMENT, SUPERPAVE ASPHALTIC CONCRETE OVERLAY, AND RELATED WORK | |
| Estimated Construction Cost: $8,073,351.85 | |
| Maximum Number of Days Allowed for Construction: 9999 | |
| Calculated Daily User Cost: $5,000.00 | |
| Rank | License | Bidder | Construction Bid | Bidder's Proposed Contract Time |
Total Bid |
|---|---|---|---|---|---|
| 1 | 21982 | Forby Contracting, Inc. | $6,460,598.70 | 150 | $7,210,598.70 |
| 2 | 06276 | Barriere Construction Co., LLC. | $6,650,262.25 | 115 | $7,225,262.25 |
| 3 | 30774 | Progressive Construction Co., LLC | $6,522,555.43 | 150 | $7,272,555.43 |
| 4 | 46547 | Interstate Improvement, Inc. | $6,739,661.76 | 140 | $7,439,661.76 |
| 5 | 48896 | Command Construction Industries LLC | $7,435,473.00 | 168 | $8,275,473.00 |
| 6 | 12487 | Diamond B Construction Co., L.L.C. | $7,564,730.15 | 175 | $8,439,730.15 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Forby Contracting, Inc. |
- 2 - Barriere Construction Co., LLC. |
- 3 - Progressive Construction Co., LLC |
- 4 - Interstate Improvement, Inc. |
||||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 202-02-00010 | Removal of This Item is for 2 Cattle Guards located on Old Highway U.S. 11 and 3 Cattle Guards located on Pearl River Turnaround | 5 | EACH | 1,000.00 | 5,000.00 | 500.00 | 2,500.00 | 770.00 | 3,850.00 | 500.00 | 2,500.00 |
| 0002 | 202-02-14500 | Removal of Guard Rail | 6,903 | LNFT | 4.50 | 31,063.50 | 6.50 | 44,869.50 | 3.30 | 22,779.90 | 4.25 | 29,337.75 |
| 0003 | 202-02-26000 | Removal of Manholes At station 23+40 RT on the I-59 Service Road (Porter's River Rd.) | 1 | EACH | 7,500.00 | 7,500.00 | 500.00 | 500.00 | 800.00 | 800.00 | 9,500.00 | 9,500.00 |
| 0004 | 202-02-32140 | Removal of Pipe (Storm Drain) At station 23+40 RT on the I-59 Service Road (Porter's River Rd.) | 16 | LNFT | 100.00 | 1,600.00 | 5.00 | 80.00 | 52.50 | 840.00 | 260.00 | 4,160.00 |
| 0005 | 202-02-38300 | Removal of Sign and U-Channel Post | 74 | EACH | 11.00 | 814.00 | 12.00 | 888.00 | 31.50 | 2,331.00 | 10.00 | 740.00 |
| 0006 | 203-07-00100 | Borrow (Vehicular Measurement) | 3,600 | CUYD | 30.00 | 108,000.00 | 22.00 | 79,200.00 | 24.00 | 86,400.00 | 28.00 | 100,800.00 |
| 0007 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 80 | CUYD | 80.00 | 6,400.00 | 40.00 | 3,200.00 | 80.00 | 6,400.00 | 76.00 | 6,080.00 |
| 0008 | 502-01-00100 | Superpave Asphaltic Concrete Mainline Shoulders | 7,884.9 | TON | 95.00 | 749,065.50 | 82.00 | 646,561.80 | 94.00 | 741,180.60 | 89.00 | 701,756.10 |
| 0009 | 502-01-00100 | Superpave Asphaltic Concrete | 2,671.9 | TON | 95.00 | 253,830.50 | 82.00 | 219,095.80 | 94.00 | 251,158.60 | 89.00 | 237,799.10 |
| 0010 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 3,604.4 | TON | 50.00 | 180,220.00 | 125.00 | 450,550.00 | 50.00 | 180,220.00 | 47.00 | 169,406.80 |
| 0011 | 509-01-00100 | Cold Planing Asphaltic Pavement (2" AVG. THICKNESS) | 71,683 | SQYD | 2.25 | 161,286.75 | 1.50 | 107,524.50 | 2.10 | 150,534.30 | 2.00 | 143,366.00 |
| 0012 | 509-01-00100 | Cold Planing Asphaltic Pavement (1 1/2" AVG. THICKNESS) | 20,472 | SQYD | 3.25 | 66,534.00 | 1.75 | 35,826.00 | 3.15 | 64,486.80 | 2.90 | 59,368.80 |
| 0013 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement 2" | -2,987 | CUYD | 0.10 | -298.70 | 15.00 | -44,805.00 | 0.01 | -29.87 | 0.01 | -29.87 |
| 0014 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement 1 1/2" | -663 | CUYD | 0.10 | -66.30 | 15.00 | -9,945.00 | 0.01 | -6.63 | 0.01 | -6.63 |
| 0015 | 510-01-00200 | Pavement Patching (12" Minimum Thickness) | 600 | SQYD | 90.00 | 54,000.00 | 80.00 | 48,000.00 | 90.00 | 54,000.00 | 86.00 | 51,600.00 |
| 0016 | 510-02-00100 | Pavement Widening | 2,150.6 | SQYD | 50.00 | 107,530.00 | 55.00 | 118,283.00 | 47.50 | 102,153.50 | 45.00 | 96,777.00 |
| 0017 | 602-02-00200 | Cleaning and Resealing Existing Longitudinal Pavement Joints | 437,746 | LNFT | 0.50 | 218,873.00 | 1.00 | 437,746.00 | 1.00 | 437,746.00 | 1.30 | 569,069.80 |
| 0018 | 602-02-00300 | Cleaning and Resealing Existing Transverse Pavements Joints | 560,392 | LNFT | 0.50 | 280,196.00 | 1.00 | 560,392.00 | 1.00 | 560,392.00 | 1.30 | 728,509.60 |
| 0019 | 602-03-00100 | Cleaning and Sealing Random cracks | 206,000 | LNFT | 0.75 | 154,500.00 | 2.00 | 412,000.00 | 2.98 | 613,880.00 | 2.25 | 463,500.00 |
| 0020 | 602-05-01280 | Full Depth Patching of Jointed Concrete Pavement (16.0 square yards and under) (12" Thick) | 532.72 | SQYD | 175.00 | 93,226.00 | 208.00 | 110,805.76 | 175.00 | 93,226.00 | 175.00 | 93,226.00 |
| 0021 | 602-05-01320 | Full Depth Patching of Jointed Concrete Pavement (16.0 square yards and under) (13" Thick) | 196.7 | SQYD | 180.00 | 35,406.00 | 208.00 | 40,913.60 | 180.00 | 35,406.00 | 180.00 | 35,406.00 |
| 0022 | 602-05-02280 | Full Depth Patching of Jointed Concrete Pavement (16.1 square yards to 48.0 square yards) (12" Thick) | 372.02 | SQYD | 150.00 | 55,803.00 | 195.00 | 72,543.90 | 160.00 | 59,523.20 | 170.00 | 63,243.40 |
| 0023 | 602-05-02320 | Full Depth Patching of Jointed Concrete Pavement (16.1 square yards to 48.0 square yards) (13" Thick) | 330 | SQYD | 160.00 | 52,800.00 | 200.00 | 66,000.00 | 170.00 | 56,100.00 | 175.00 | 57,750.00 |
| 0024 | 602-05-03160 | Full Depth Patching of Jointed Concrete Pavement (48.1 square yards and over) (9" Thick) | 124.44 | SQYD | 150.00 | 18,666.00 | 195.00 | 24,265.80 | 125.00 | 15,555.00 | 150.00 | 18,666.00 |
| 0025 | 602-05-03280 | Full Depth Patching of Jointed Concrete Pavement (48.1 square yards and over) (12" Thick) | 3,397.9 | SQYD | 130.00 | 441,727.00 | 184.00 | 625,213.60 | 130.00 | 441,727.00 | 165.00 | 560,653.50 |
| 0026 | 602-05-03320 | Full Depth Patching of Jointed Concrete Pavement (48.1 square yards and over) (13" Thick) | 2,303.97 | SQYD | 135.00 | 311,035.95 | 187.00 | 430,842.39 | 130.00 | 299,516.10 | 170.00 | 391,674.90 |
| 0027 | 602-08-00100 | Grinding Concrete Pavement | 1,600 | SQYD | 28.00 | 44,800.00 | 30.00 | 48,000.00 | 23.50 | 37,600.00 | 40.00 | 64,000.00 |
| 0028 | 704-01-01020 | Guard Rail (Single Thrie Beam) (6'-3" post spacing) | 642.5 | LNFT | 30.00 | 19,275.00 | 30.00 | 19,275.00 | 26.50 | 17,026.25 | 28.00 | 17,990.00 |
| 0029 | 704-03-00100 | Blocked Out Guard Rail | 5,225 | LNFT | 20.00 | 104,500.00 | 20.00 | 104,500.00 | 18.70 | 97,707.50 | 18.00 | 94,050.00 |
| 0030 | 704-06-00100 | Guard Rail Anchor Sections (Trailing End) | 12.5 | LNFT | 85.00 | 1,062.50 | 88.00 | 1,100.00 | 52.50 | 656.25 | 80.00 | 1,000.00 |
| 0031 | 704-07-00200 | Guard Rail Bridge Attachments (Single Thrie Beam) | 350 | LNFT | 35.00 | 12,250.00 | 32.00 | 11,200.00 | 52.50 | 18,375.00 | 30.00 | 10,500.00 |
| 0032 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 850 | LNFT | 70.00 | 59,500.00 | 74.00 | 62,900.00 | 78.50 | 66,725.00 | 65.00 | 55,250.00 |
| 0033 | 704-11-00100 | Guard Rail End Treatment (Flared) | 36 | EACH | 2,000.00 | 72,000.00 | 2,100.00 | 75,600.00 | 2,000.00 | 72,000.00 | 1,900.00 | 68,400.00 |
| 0034 | 706-03-00300 | Incidental Concrete Paving (6" Thick) | 657.6 | SQYD | 65.00 | 42,744.00 | 35.00 | 23,016.00 | 68.00 | 44,716.80 | 45.00 | 29,592.00 |
| 0035 | 707-01-00100 | Concrete Curb | 60 | LNFT | 25.00 | 1,500.00 | 25.00 | 1,500.00 | 57.00 | 3,420.00 | 80.00 | 4,800.00 |
| 0036 | 711-02-00300 | Riprap (30 lb) At station 23+40 RT on the I-59 Service Road (Porter's River Rd.) | 5 | CUYD | 500.00 | 2,500.00 | 50.00 | 250.00 | 120.00 | 600.00 | 100.00 | 500.00 |
| 0037 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 500,000.00 | 500,000.00 | 78,000.00 | 78,000.00 | 64,000.00 | 64,000.00 | 500,000.00 | 500,000.00 |
| 0038 | 713-02-00500 | Temporary Pavement Markings (24" Width) | 48 | LNFT | 5.00 | 240.00 | 0.20 | 9.60 | 0.80 | 38.40 | 0.25 | 12.00 |
| 0039 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 4.2 | MILE | 200.00 | 840.00 | 150.00 | 630.00 | 168.00 | 705.60 | 160.00 | 672.00 |
| 0040 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 4 | MILE | 300.00 | 1,200.00 | 150.00 | 600.00 | 262.50 | 1,050.00 | 250.00 | 1,000.00 |
| 0041 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 8.2 | MILE | 400.00 | 3,280.00 | 150.00 | 1,230.00 | 420.00 | 3,444.00 | 350.00 | 2,870.00 |
| 0042 | 716-01-00100 | Mulch (Vegetative) | 23 | TON | 700.00 | 16,100.00 | 500.00 | 11,500.00 | 700.00 | 16,100.00 | 645.00 | 14,835.00 |
| 0043 | 717-01-00100 | Seeding | 390 | LB | 9.00 | 3,510.00 | 8.00 | 3,120.00 | 9.00 | 3,510.00 | 8.50 | 3,315.00 |
| 0044 | 718-01-00100 | Fertilizer | 19,000 | LB | 0.65 | 12,350.00 | 0.50 | 9,500.00 | 0.60 | 11,400.00 | 0.55 | 10,450.00 |
| 0045 | 720-01-01000 | Erosion Control System (Slope Protection) (Type A) | 30,000 | SQYD | 1.20 | 36,000.00 | 0.25 | 7,500.00 | 1.20 | 36,000.00 | 1.08 | 32,400.00 |
| 0046 | 721-01-00100 | Mowing | 254.7 | ACRE | 50.00 | 12,735.00 | 50.00 | 12,735.00 | 63.25 | 16,109.78 | 45.15 | 11,499.71 |
| 0047 | 727-01-00100 | Mobilization | 1 | LUMP | 900,000.00 | 900,000.00 | 600,000.00 | 600,000.00 | 550,000.00 | 550,000.00 | 205,000.00 | 205,000.00 |
| 0048 | 729-16-00100 | Object Marker Assembly (Type 1) | 50 | EACH | 55.00 | 2,750.00 | 45.00 | 2,250.00 | 96.25 | 4,812.50 | 50.00 | 2,500.00 |
| 0049 | 729-16-00300 | Object Marker Assembly (Type 3) | 46 | EACH | 80.00 | 3,680.00 | 45.00 | 2,070.00 | 71.50 | 3,289.00 | 75.00 | 3,450.00 |
| 0050 | 731-02-00100 | Reflectorized Raised Pavement Markers | 4,199 | EACH | 5.00 | 20,995.00 | 5.00 | 20,995.00 | 4.75 | 19,945.25 | 4.50 | 18,895.50 |
| 0051 | 732-01-02080 | Plastic Pavement Striping (24" Width) (Thermoplastic 125 mil) | 3,548 | LNFT | 5.50 | 19,514.00 | 5.00 | 17,740.00 | 5.25 | 18,627.00 | 5.00 | 17,740.00 |
| 0052 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 74 | MILE | 2,500.00 | 185,000.00 | 2,600.00 | 192,400.00 | 2,360.00 | 174,640.00 | 2,400.00 | 177,600.00 |
| 0053 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 10 | MILE | 700.00 | 7,000.00 | 800.00 | 8,000.00 | 892.50 | 8,925.00 | 650.00 | 6,500.00 |
| 0054 | 732-03-04000 | Plastic Pavement Striping (Broken Line) (7" Width) (Preformed Tape) (Retroreflectivity Level I) Contrast | 30 | MILE | 4,500.00 | 135,000.00 | 4,800.00 | 144,000.00 | 4,300.00 | 129,000.00 | 4,200.00 | 126,000.00 |
| 0055 | 732-04-18000 | Plastic Pavement Legends and Symbols (RR Crossing) | 1 | EACH | 500.00 | 500.00 | 550.00 | 550.00 | 420.00 | 420.00 | 475.00 | 475.00 |
| 0056 | 732-05-00100 | Removal of Existing Markings | 40 | MILE | 2,750.00 | 110,000.00 | 2,500.00 | 100,000.00 | 3,150.00 | 126,000.00 | 2,500.00 | 100,000.00 |
| 0057 | 735-01-00100 | Mailboxes | 5 | EACH | 5.00 | 25.00 | 5.00 | 25.00 | 25.00 | 125.00 | 5.00 | 25.00 |
| 0058 | 735-02-00100 | Mailbox Supports (Single) | 2 | EACH | 150.00 | 300.00 | 125.00 | 250.00 | 175.00 | 350.00 | 125.00 | 250.00 |
| 0059 | 735-04-00100 | Mailbox Supports (Multiple) | 1 | EACH | 300.00 | 300.00 | 275.00 | 275.00 | 375.00 | 375.00 | 275.00 | 275.00 |
| 0060 | 740-01-00100 | Construction Layout | 1 | LUMP | 60,000.00 | 60,000.00 | 15,000.00 | 15,000.00 | 14,000.00 | 14,000.00 | 10,000.00 | 10,000.00 |
| 0061 | 805-01-00200 | Class A Concrete (Pipe Headwalls) At station 23+40 RT on the I-59 Service Road (Porter's River Rd.) | 23.17 | CUYD | 850.00 | 19,694.50 | 750.00 | 17,377.50 | 1,280.00 | 29,657.60 | 990.00 | 22,938.30 |
| 0062 | 806-01-00100 | Deformed Reinforcing Steel At station 23+40 RT on the I-59 Service Road (Porter's River Rd.) | 1,320 | LB | 1.50 | 1,980.00 | 1.00 | 1,320.00 | 1.00 | 1,320.00 | 2.00 | 2,640.00 |
| 0063 | NS-500-00280 | Surface Preparation | 1 | LUMP | 6,500.00 | 6,500.00 | 20,000.00 | 20,000.00 | 7,000.00 | 7,000.00 | 6,500.00 | 6,500.00 |
| 0064 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement Asphalt Pavement | 6,600 | INLF | 1.00 | 6,600.00 | 1.00 | 6,600.00 | 1.05 | 6,930.00 | 1.00 | 6,600.00 |
| 0065 | NS-602-00007 | Rigid Pavement Surface Abrasion | 320,470 | SQYD | 1.70 | 544,799.00 | 1.50 | 480,705.00 | 1.75 | 560,822.50 | 1.40 | 448,658.00 |
| 0066 | NS-700-00020 | Adjusting Guard Rail | 1,225 | LNFT | 5.50 | 6,737.50 | 5.50 | 6,737.50 | 10.50 | 12,862.50 | 5.00 | 6,125.00 |
| 0067 | NS-713-00001 | Dynamic Message Sign Unit | 8 | EACH | 10,000.00 | 80,000.00 | 5,000.00 | 40,000.00 | 6,300.00 | 50,400.00 | 6,500.00 | 52,000.00 |
| 0068 | NS-724-00002 | Rumble Strips (Shoulder Ground-In) Applies to mainline interstate asphalt shoulder section | 25 | MILE | 325.00 | 8,125.00 | 750.00 | 18,750.00 | 468.00 | 11,700.00 | 300.00 | 7,500.00 |
| ITEM TOTAL (CONSTRUCTION BID) | 6,460,598.70 | 6,650,262.25 | 6,522,555.43 | 6,739,661.76 | ||||||||
| NUMBER OF DAYS BID AT $5000 PER DAY. | 750,000.00 | 575,000.00 | 750,000.00 | 700,000.00 | ||||||||
| TOTAL BID | 7,210,598.70 | 7,225,262.25 | 7,272,555.43 | 7,439,661.76 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 5 - Command Construction Industries LLC |
- 6 - Diamond B Construction Co., L.L.C. |
||
| Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 202-02-00010 | Removal of This Item is for 2 Cattle Guards located on Old Highway U.S. 11 and 3 Cattle Guards located on Pearl River Turnaround | 5 | EACH | 500.00 | 2,500.00 | 5,000.00 | 25,000.00 |
| 0002 | 202-02-14500 | Removal of Guard Rail | 6,903 | LNFT | 3.00 | 20,709.00 | 4.00 | 27,612.00 |
| 0003 | 202-02-26000 | Removal of Manholes At station 23+40 RT on the I-59 Service Road (Porter's River Rd.) | 1 | EACH | 500.00 | 500.00 | 2,200.00 | 2,200.00 |
| 0004 | 202-02-32140 | Removal of Pipe (Storm Drain) At station 23+40 RT on the I-59 Service Road (Porter's River Rd.) | 16 | LNFT | 20.00 | 320.00 | 50.00 | 800.00 |
| 0005 | 202-02-38300 | Removal of Sign and U-Channel Post | 74 | EACH | 30.00 | 2,220.00 | 11.00 | 814.00 |
| 0006 | 203-07-00100 | Borrow (Vehicular Measurement) | 3,600 | CUYD | 20.00 | 72,000.00 | 22.00 | 79,200.00 |
| 0007 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 80 | CUYD | 100.00 | 8,000.00 | 97.00 | 7,760.00 |
| 0008 | 502-01-00100 | Superpave Asphaltic Concrete Mainline Shoulders | 7,884.9 | TON | 95.00 | 749,065.50 | 82.00 | 646,561.80 |
| 0009 | 502-01-00100 | Superpave Asphaltic Concrete | 2,671.9 | TON | 100.00 | 267,190.00 | 93.00 | 248,486.70 |
| 0010 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 3,604.4 | TON | 75.00 | 270,330.00 | 104.00 | 374,857.60 |
| 0011 | 509-01-00100 | Cold Planing Asphaltic Pavement (2" AVG. THICKNESS) | 71,683 | SQYD | 3.00 | 215,049.00 | 1.85 | 132,613.55 |
| 0012 | 509-01-00100 | Cold Planing Asphaltic Pavement (1 1/2" AVG. THICKNESS) | 20,472 | SQYD | 3.00 | 61,416.00 | 2.20 | 45,038.40 |
| 0013 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement 2" | -2,987 | CUYD | 0.10 | -298.70 | 1.00 | -2,987.00 |
| 0014 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement 1 1/2" | -663 | CUYD | 0.10 | -66.30 | 1.00 | -663.00 |
| 0015 | 510-01-00200 | Pavement Patching (12" Minimum Thickness) | 600 | SQYD | 100.00 | 60,000.00 | 92.00 | 55,200.00 |
| 0016 | 510-02-00100 | Pavement Widening | 2,150.6 | SQYD | 60.00 | 129,036.00 | 48.00 | 103,228.80 |
| 0017 | 602-02-00200 | Cleaning and Resealing Existing Longitudinal Pavement Joints | 437,746 | LNFT | 0.75 | 328,309.50 | 1.10 | 481,520.60 |
| 0018 | 602-02-00300 | Cleaning and Resealing Existing Transverse Pavements Joints | 560,392 | LNFT | 0.75 | 420,294.00 | 1.10 | 616,431.20 |
| 0019 | 602-03-00100 | Cleaning and Sealing Random cracks | 206,000 | LNFT | 1.50 | 309,000.00 | 3.10 | 638,600.00 |
| 0020 | 602-05-01280 | Full Depth Patching of Jointed Concrete Pavement (16.0 square yards and under) (12" Thick) | 532.72 | SQYD | 225.00 | 119,862.00 | 200.00 | 106,544.00 |
| 0021 | 602-05-01320 | Full Depth Patching of Jointed Concrete Pavement (16.0 square yards and under) (13" Thick) | 196.7 | SQYD | 225.00 | 44,257.50 | 200.00 | 39,340.00 |
| 0022 | 602-05-02280 | Full Depth Patching of Jointed Concrete Pavement (16.1 square yards to 48.0 square yards) (12" Thick) | 372.02 | SQYD | 200.00 | 74,404.00 | 190.00 | 70,683.80 |
| 0023 | 602-05-02320 | Full Depth Patching of Jointed Concrete Pavement (16.1 square yards to 48.0 square yards) (13" Thick) | 330 | SQYD | 200.00 | 66,000.00 | 200.00 | 66,000.00 |
| 0024 | 602-05-03160 | Full Depth Patching of Jointed Concrete Pavement (48.1 square yards and over) (9" Thick) | 124.44 | SQYD | 125.00 | 15,555.00 | 145.00 | 18,043.80 |
| 0025 | 602-05-03280 | Full Depth Patching of Jointed Concrete Pavement (48.1 square yards and over) (12" Thick) | 3,397.9 | SQYD | 150.00 | 509,685.00 | 150.00 | 509,685.00 |
| 0026 | 602-05-03320 | Full Depth Patching of Jointed Concrete Pavement (48.1 square yards and over) (13" Thick) | 2,303.97 | SQYD | 150.00 | 345,595.50 | 150.00 | 345,595.50 |
| 0027 | 602-08-00100 | Grinding Concrete Pavement | 1,600 | SQYD | 20.00 | 32,000.00 | 30.00 | 48,000.00 |
| 0028 | 704-01-01020 | Guard Rail (Single Thrie Beam) (6'-3" post spacing) | 642.5 | LNFT | 35.00 | 22,487.50 | 30.00 | 19,275.00 |
| 0029 | 704-03-00100 | Blocked Out Guard Rail | 5,225 | LNFT | 20.00 | 104,500.00 | 20.00 | 104,500.00 |
| 0030 | 704-06-00100 | Guard Rail Anchor Sections (Trailing End) | 12.5 | LNFT | 75.00 | 937.50 | 85.00 | 1,062.50 |
| 0031 | 704-07-00200 | Guard Rail Bridge Attachments (Single Thrie Beam) | 350 | LNFT | 40.00 | 14,000.00 | 32.00 | 11,200.00 |
| 0032 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 850 | LNFT | 60.00 | 51,000.00 | 67.00 | 56,950.00 |
| 0033 | 704-11-00100 | Guard Rail End Treatment (Flared) | 36 | EACH | 2,100.00 | 75,600.00 | 2,000.00 | 72,000.00 |
| 0034 | 706-03-00300 | Incidental Concrete Paving (6" Thick) | 657.6 | SQYD | 55.00 | 36,168.00 | 100.00 | 65,760.00 |
| 0035 | 707-01-00100 | Concrete Curb | 60 | LNFT | 15.00 | 900.00 | 55.00 | 3,300.00 |
| 0036 | 711-02-00300 | Riprap (30 lb) At station 23+40 RT on the I-59 Service Road (Porter's River Rd.) | 5 | CUYD | 100.00 | 500.00 | 210.00 | 1,050.00 |
| 0037 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 750,000.00 | 750,000.00 | 300,000.00 | 300,000.00 |
| 0038 | 713-02-00500 | Temporary Pavement Markings (24" Width) | 48 | LNFT | 5.00 | 240.00 | 0.80 | 38.40 |
| 0039 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 4.2 | MILE | 250.00 | 1,050.00 | 175.00 | 735.00 |
| 0040 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 4 | MILE | 250.00 | 1,000.00 | 260.00 | 1,040.00 |
| 0041 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 8.2 | MILE | 500.00 | 4,100.00 | 410.00 | 3,362.00 |
| 0042 | 716-01-00100 | Mulch (Vegetative) | 23 | TON | 650.00 | 14,950.00 | 510.00 | 11,730.00 |
| 0043 | 717-01-00100 | Seeding | 390 | LB | 10.00 | 3,900.00 | 9.00 | 3,510.00 |
| 0044 | 718-01-00100 | Fertilizer | 19,000 | LB | 1.00 | 19,000.00 | 0.60 | 11,400.00 |
| 0045 | 720-01-01000 | Erosion Control System (Slope Protection) (Type A) | 30,000 | SQYD | 1.25 | 37,500.00 | 1.15 | 34,500.00 |
| 0046 | 721-01-00100 | Mowing | 254.7 | ACRE | 50.00 | 12,735.00 | 150.00 | 38,205.00 |
| 0047 | 727-01-00100 | Mobilization | 1 | LUMP | 750,000.00 | 750,000.00 | 850,000.00 | 850,000.00 |
| 0048 | 729-16-00100 | Object Marker Assembly (Type 1) | 50 | EACH | 45.00 | 2,250.00 | 55.00 | 2,750.00 |
| 0049 | 729-16-00300 | Object Marker Assembly (Type 3) | 46 | EACH | 75.00 | 3,450.00 | 80.00 | 3,680.00 |
| 0050 | 731-02-00100 | Reflectorized Raised Pavement Markers | 4,199 | EACH | 6.00 | 25,194.00 | 5.00 | 20,995.00 |
| 0051 | 732-01-02080 | Plastic Pavement Striping (24" Width) (Thermoplastic 125 mil) | 3,548 | LNFT | 6.00 | 21,288.00 | 5.50 | 19,514.00 |
| 0052 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 74 | MILE | 2,400.00 | 177,600.00 | 2,300.00 | 170,200.00 |
| 0053 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 10 | MILE | 1,000.00 | 10,000.00 | 900.00 | 9,000.00 |
| 0054 | 732-03-04000 | Plastic Pavement Striping (Broken Line) (7" Width) (Preformed Tape) (Retroreflectivity Level I) Contrast | 30 | MILE | 4,100.00 | 123,000.00 | 4,200.00 | 126,000.00 |
| 0055 | 732-04-18000 | Plastic Pavement Legends and Symbols (RR Crossing) | 1 | EACH | 750.00 | 750.00 | 450.00 | 450.00 |
| 0056 | 732-05-00100 | Removal of Existing Markings | 40 | MILE | 2,000.00 | 80,000.00 | 3,200.00 | 128,000.00 |
| 0057 | 735-01-00100 | Mailboxes | 5 | EACH | 1.00 | 5.00 | 5.50 | 27.50 |
| 0058 | 735-02-00100 | Mailbox Supports (Single) | 2 | EACH | 145.00 | 290.00 | 130.00 | 260.00 |
| 0059 | 735-04-00100 | Mailbox Supports (Multiple) | 1 | EACH | 450.00 | 450.00 | 300.00 | 300.00 |
| 0060 | 740-01-00100 | Construction Layout | 1 | LUMP | 185,000.00 | 185,000.00 | 22,000.00 | 22,000.00 |
| 0061 | 805-01-00200 | Class A Concrete (Pipe Headwalls) At station 23+40 RT on the I-59 Service Road (Porter's River Rd.) | 23.17 | CUYD | 500.00 | 11,585.00 | 1,600.00 | 37,072.00 |
| 0062 | 806-01-00100 | Deformed Reinforcing Steel At station 23+40 RT on the I-59 Service Road (Porter's River Rd.) | 1,320 | LB | 1.00 | 1,320.00 | 2.75 | 3,630.00 |
| 0063 | NS-500-00280 | Surface Preparation | 1 | LUMP | 10,000.00 | 10,000.00 | 10,000.00 | 10,000.00 |
| 0064 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement Asphalt Pavement | 6,600 | INLF | 1.00 | 6,600.00 | 0.60 | 3,960.00 |
| 0065 | NS-602-00007 | Rigid Pavement Surface Abrasion | 320,470 | SQYD | 2.00 | 640,940.00 | 1.85 | 592,869.50 |
| 0066 | NS-700-00020 | Adjusting Guard Rail | 1,225 | LNFT | 10.00 | 12,250.00 | 5.50 | 6,737.50 |
| 0067 | NS-713-00001 | Dynamic Message Sign Unit | 8 | EACH | 10,000.00 | 80,000.00 | 15,000.00 | 120,000.00 |
| 0068 | NS-724-00002 | Rumble Strips (Shoulder Ground-In) Applies to mainline interstate asphalt shoulder section | 25 | MILE | 800.00 | 20,000.00 | 460.00 | 11,500.00 |
| ITEM TOTAL (CONSTRUCTION BID) | 7,435,473.00 | 7,564,730.15 | ||||||
| NUMBER OF DAYS BID AT $5000 PER DAY. | 840,000.00 | 875,000.00 | ||||||
| TOTAL BID | 8,275,473.00 | 8,439,730.15 | ||||||