Bid Tabulations
Letting of
07/11/2012
LA DOTD Headquarters
| Lead Project: H.000579.6 | |
| Parish: Rapides | |
| Routes: US 165B | |
| Description: RED RIVER - JACKSON STREET BRIDGE | |
| Type Const: BRIDGE END ABUTMENT REPAIR, APPROACH SLAB REPAIR, ROADWAY RELIEF JOINTS, PAVEMENT PANELS REPLACEMENT, GUARD RAIL REPLACEMENT, REPLACEMENT OF STEEL GRID DECK, REPLACEMENT OF ELECTRICAL COMPONENTS, SPAN LOCK REPAIR, AND LIFT SPAN BUFFER | |
| Estimated Construction Cost: $6,630,928.30 | |
| 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 | 01012 | Cecil D. Gassiott, LLC | $5,363,608.38 | 120 | $5,723,608.38 |
| 2 | 51422 | Pcl Civil Constructors Inc | $6,590,910.38 | 115 | $6,935,910.38 |
| 3 | 07740 | Cajun Constructors, Inc. | $6,584,231.48 | 210 | $7,214,231.48 |
| 4 | 44133 | Gibson & Associates Inc. | $7,096,932.37 | 220 | $7,756,932.37 |
| 5 | 12312 | Gilchrist Construction Co. LLC | $7,480,354.05 | 225 | $8,155,354.05 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Cecil D. Gassiott, LLC |
- 2 - Pcl Civil Constructors Inc |
- 3 - Cajun Constructors, Inc. |
- 4 - Gibson & Associates Inc. |
||||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 201-01-00100 | Clearing and Grubbing EST. QUANTITY = 0.126 ACRES | 1 | LUMP | 5,000.00 | 5,000.00 | 5,000.00 | 5,000.00 | 25,000.00 | 25,000.00 | 5,060.00 | 5,060.00 |
| 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 50,000.00 | 50,000.00 | 170,000.00 | 170,000.00 | 125,000.00 | 125,000.00 | 186,000.00 | 186,000.00 |
| 0003 | 202-02-00010 | Removal of HAND RAIL (RAILING AT BRIDGE PEDESTRIAN WALKWAY) | 1 | EACH | 20,000.00 | 20,000.00 | 10,000.00 | 10,000.00 | 9,000.00 | 9,000.00 | 30,000.00 | 30,000.00 |
| 0004 | 202-02-00010 | Removal of HAND RAIL (RAILING AT PARKING LOT) | 1 | EACH | 3,500.00 | 3,500.00 | 2,000.00 | 2,000.00 | 300.00 | 300.00 | 4,900.00 | 4,900.00 |
| 0005 | 202-02-00010 | Removal of HAND RAIL (RAILING AT NEAR SIDE MACHINERY TOWER) | 1 | EACH | 5,500.00 | 5,500.00 | 300.00 | 300.00 | 100.00 | 100.00 | 1,900.00 | 1,900.00 |
| 0006 | 202-02-00010 | Removal of HAND RAIL (RAILING AT FAR SIDE MACHINERY TOWER) | 1 | EACH | 5,500.00 | 5,500.00 | 300.00 | 300.00 | 75.00 | 75.00 | 1,900.00 | 1,900.00 |
| 0007 | 202-02-06000 | Removal of Concrete Approach Slabs | 163 | SQYD | 75.00 | 12,225.00 | 30.00 | 4,890.00 | 9.00 | 1,467.00 | 31.19 | 5,083.97 |
| 0008 | 202-02-06060 | Removal of Concrete Catch Basin | 1 | EACH | 5,500.00 | 5,500.00 | 2,000.00 | 2,000.00 | 650.00 | 650.00 | 3,327.50 | 3,327.50 |
| 0009 | 202-02-06100 | Removal of Concrete Walks and Drives | 125 | SQYD | 50.00 | 6,250.00 | 10.00 | 1,250.00 | 8.25 | 1,031.25 | 26.62 | 3,327.50 |
| 0010 | 202-02-06140 | Removal of Curbs (Concrete) | 112.5 | LNFT | 50.00 | 5,625.00 | 20.00 | 2,250.00 | 6.00 | 675.00 | 15.47 | 1,740.38 |
| 0011 | 202-02-10000 | Removal of Existing Steel Grid Deck | 1 | LUMP | 250,000.00 | 250,000.00 | 200,000.00 | 200,000.00 | 125,000.00 | 125,000.00 | 195,000.00 | 195,000.00 |
| 0012 | 202-02-14500 | Removal of Guard Rail | 324.7 | LNFT | 175.00 | 56,822.50 | 5.00 | 1,623.50 | 6.25 | 2,029.38 | 5.50 | 1,785.85 |
| 0013 | 202-02-32140 | Removal of Pipe (Storm Drain) 15" R.C.P. | 56 | LNFT | 175.00 | 9,800.00 | 5.00 | 280.00 | 17.00 | 952.00 | 65.60 | 3,673.60 |
| 0014 | 202-02-38200 | Removal of Signs | 1 | EACH | 7,500.00 | 7,500.00 | 100.00 | 100.00 | 85.00 | 85.00 | 200.00 | 200.00 |
| 0015 | 202-02-38400 | Removal of Structural Concrete WINGWALL AT ABUTMENT NO. 1, SIDEWALK SLAB IN SPANS NO. 1,2, & 6 THRU 9, TRAFFIC GATE SUPPORT SLABS IN SPANS NO. 2 & 6, AND WINGWALL AT ABUTMENT NO. 10 | 1 | LUMP | 10,000.00 | 10,000.00 | 85,000.00 | 85,000.00 | 55,000.00 | 55,000.00 | 108,000.00 | 108,000.00 |
| 0016 | 202-02-38400 | Removal of Structural Concrete BACKWALL AT ABUTMENT NO. 10 | 1 | LUMP | 10,000.00 | 10,000.00 | 20,000.00 | 20,000.00 | 1,600.00 | 1,600.00 | 12,000.00 | 12,000.00 |
| 0017 | 202-02-38500 | Removal of Surfacing and Stablized Base | 707.4 | SQYD | 35.00 | 24,759.00 | 10.00 | 7,074.00 | 8.00 | 5,659.20 | 9.87 | 6,982.04 |
| 0018 | 203-01-00100 | General Excavation | 156 | CUYD | 30.00 | 4,680.00 | 15.00 | 2,340.00 | 4.00 | 624.00 | 25.92 | 4,043.52 |
| 0019 | 203-04-00100 | Nonplastic Embankment | 85 | CUYD | 25.00 | 2,125.00 | 15.00 | 1,275.00 | 85.00 | 7,225.00 | 45.61 | 3,876.85 |
| 0020 | 203-07-00200 | Borrow (Vehicular Measurement) (Selected Soils) | 1,183 | CUYD | 25.00 | 29,575.00 | 15.00 | 17,745.00 | 20.00 | 23,660.00 | 50.04 | 59,197.32 |
| 0021 | 204-02-00100 | Temporary Hay or Straw Bales | 16 | EACH | 100.00 | 1,600.00 | 40.00 | 640.00 | 15.00 | 240.00 | 16.50 | 264.00 |
| 0022 | 204-06-00100 | Temporary Silt Fencing | 203 | LNFT | 25.00 | 5,075.00 | 12.00 | 2,436.00 | 4.00 | 812.00 | 4.40 | 893.20 |
| 0023 | 601-02-00300 | Portland Cement Concrete Pavement (6" Thick) (Crossovers & Turnouts) | 312.1 | SQYD | 100.00 | 31,210.00 | 220.00 | 68,662.00 | 50.00 | 15,605.00 | 88.03 | 27,474.16 |
| 0024 | 602-05-03160 | Full Depth Patching of Jointed Concrete Pavement (48.1 square yards and over) (9" Thick) | 356.3 | SQYD | 125.00 | 44,537.50 | 60.00 | 21,378.00 | 100.00 | 35,630.00 | 214.91 | 76,572.43 |
| 0025 | 701-03-01000 | Storm Drain Pipe (15" RCP/PP) | 48 | LNFT | 75.00 | 3,600.00 | 180.00 | 8,640.00 | 150.00 | 7,200.00 | 107.34 | 5,152.32 |
| 0026 | 702-03-00200 | Catch Basins (CB-02) | 4 | EACH | 7,500.00 | 30,000.00 | 6,000.00 | 24,000.00 | 5,000.00 | 20,000.00 | 5,538.50 | 22,154.00 |
| 0027 | 702-04-00100 | Adjusting Manholes | 1 | EACH | 1,500.00 | 1,500.00 | 3,000.00 | 3,000.00 | 2,500.00 | 2,500.00 | 3,905.00 | 3,905.00 |
| 0028 | 704-03-00100 | Blocked Out Guard Rail | 331.3 | LNFT | 22.00 | 7,288.60 | 20.00 | 6,626.00 | 20.00 | 6,626.00 | 27.50 | 9,110.75 |
| 0029 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 50 | LNFT | 60.00 | 3,000.00 | 54.00 | 2,700.00 | 54.00 | 2,700.00 | 236.50 | 11,825.00 |
| 0030 | 704-11-00200 | Guard Rail End Treatment (Tangent) | 2 | EACH | 3,000.00 | 6,000.00 | 2,700.00 | 5,400.00 | 2,700.00 | 5,400.00 | 3,300.00 | 6,600.00 |
| 0031 | 706-01-00100 | Concrete Walk (4" Thick) | 393.6 | SQYD | 100.00 | 39,360.00 | 60.00 | 23,616.00 | 47.00 | 18,499.20 | 75.04 | 29,535.74 |
| 0032 | 706-03-00100 | Incidental Concrete Paving (4" Thick) | 278.6 | SQYD | 75.00 | 20,895.00 | 57.00 | 15,880.20 | 57.00 | 15,880.20 | 73.18 | 20,387.95 |
| 0033 | 707-01-00200 | Concrete Curb (Barrier) | 129.1 | LNFT | 35.00 | 4,518.50 | 24.00 | 3,098.40 | 75.00 | 9,682.50 | 20.74 | 2,677.53 |
| 0034 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 25,000.00 | 25,000.00 | 40,000.00 | 40,000.00 | 300,000.00 | 300,000.00 | 352,000.00 | 352,000.00 |
| 0035 | 714-01-00600 | Slab Sodding (St. Augustine) | 1,035 | SQYD | 8.70 | 9,004.50 | 8.00 | 8,280.00 | 10.00 | 10,350.00 | 8.69 | 8,994.15 |
| 0036 | 727-01-00100 | Mobilization | 1 | LUMP | 250,000.00 | 250,000.00 | 662,000.00 | 662,000.00 | 588,011.20 | 588,011.20 | 677,000.00 | 677,000.00 |
| 0037 | 729-19-00100 | Dead End Road Installations (Type A) | 1 | EACH | 2,100.00 | 2,100.00 | 1,900.00 | 1,900.00 | 1,900.00 | 1,900.00 | 2,500.00 | 2,500.00 |
| 0038 | 730-09-00100 | Electrical System | 1 | LUMP | 792,402.00 | 792,402.00 | 1,468,000.00 | 1,468,000.00 | 710,000.00 | 710,000.00 | 780,204.70 | 780,204.70 |
| 0039 | 730-11-00100 | Removal and Disposal of Electrical Equipment | 1 | LUMP | 35,000.00 | 35,000.00 | 10,000.00 | 10,000.00 | 5,500.00 | 5,500.00 | 18,128.00 | 18,128.00 |
| 0040 | 731-02-00100 | Reflectorized Raised Pavement Markers | 10 | EACH | 11.00 | 110.00 | 10.00 | 100.00 | 10.00 | 100.00 | 11.00 | 110.00 |
| 0041 | 732-01-01000 | Plastic Pavement Striping (4" Width) (Thermoplastic 90 mil) | 766 | LNFT | 5.50 | 4,213.00 | 5.00 | 3,830.00 | 5.00 | 3,830.00 | 5.50 | 4,213.00 |
| 0042 | 732-04-01020 | Plastic Pavement Legends and Symbols (Arrow - Straight) | 2 | EACH | 225.00 | 450.00 | 200.00 | 400.00 | 200.00 | 400.00 | 220.00 | 440.00 |
| 0043 | 732-05-00100 | Removal of Existing Markings | 0.047 | MILE | 5,500.00 | 258.50 | 6,000.00 | 282.00 | 5,000.00 | 235.00 | 5,500.00 | 258.50 |
| 0044 | 737-03-00100 | Painted Traffic Striping (Solid Line) (4" Width) | 2,330 | LNFT | 0.17 | 396.10 | 1.00 | 2,330.00 | 0.15 | 349.50 | 0.17 | 396.10 |
| 0045 | 737-03-00500 | Painted Traffic Striping (Solid Line) (24" Width) | 59 | LNFT | 1.00 | 59.00 | 2.00 | 118.00 | 0.90 | 53.10 | 0.99 | 58.41 |
| 0046 | 740-01-00100 | Construction Layout | 1 | LUMP | 100,000.00 | 100,000.00 | 20,000.00 | 20,000.00 | 30,000.00 | 30,000.00 | 35,000.00 | 35,000.00 |
| 0047 | 802-01-00100 | Structural Excavation | 154 | CUYD | 79.00 | 12,166.00 | 14.37 | 2,212.98 | 5.00 | 770.00 | 71.50 | 11,011.00 |
| 0048 | 805-01-00100 | Class A Concrete | 118.76 | CUYD | 300.00 | 35,628.00 | 700.00 | 83,132.00 | 600.00 | 71,256.00 | 2,400.00 | 285,024.00 |
| 0049 | 805-04-00100 | Class AA(M) Concrete | 110.71 | CUYD | 325.00 | 35,980.75 | 1,200.00 | 132,852.00 | 1,800.00 | 199,278.00 | 2,800.00 | 309,988.00 |
| 0050 | 805-09-00100 | Expansion Joint Seal LIQUID FILLED | 196.37 | LNFT | 19.00 | 3,731.03 | 150.00 | 29,455.50 | 40.00 | 7,854.80 | 30.00 | 5,891.10 |
| 0051 | 806-01-00100 | Deformed Reinforcing Steel | 35,197 | LB | 2.00 | 70,394.00 | 2.00 | 70,394.00 | 1.00 | 35,197.00 | 1.20 | 42,236.40 |
| 0052 | 807-08-00100 | Structural Metalwork EST. QUANTITY = 116,205 LBS | 1 | LUMP | 350,000.00 | 350,000.00 | 490,000.00 | 490,000.00 | 615,000.00 | 615,000.00 | 452,000.00 | 452,000.00 |
| 0053 | 807-08-00100 | Structural Metalwork EST. QUANTITY = 8,137 LBS | 1 | LUMP | 290,000.00 | 290,000.00 | 60,000.00 | 60,000.00 | 54,000.00 | 54,000.00 | 70,000.00 | 70,000.00 |
| 0054 | 808-01-00100 | Steel Grid Flooring | 10,468.2 | SQFT | 77.00 | 806,051.40 | 70.00 | 732,774.00 | 95.00 | 994,479.00 | 69.00 | 722,305.80 |
| 0055 | 809-01-00100 | Movable Bridge Machinery | 1 | LUMP | 1,055,000.00 | 1,055,000.00 | 1,000,000.00 | 1,000,000.00 | 1,000,000.00 | 1,000,000.00 | 707,000.00 | 707,000.00 |
| 0056 | 809-02-00100 | Traffic Barriers | 1 | LUMP | 150,000.00 | 150,000.00 | 90,000.00 | 90,000.00 | 150,000.00 | 150,000.00 | 143,000.00 | 143,000.00 |
| 0057 | 809-03-00100 | Operating House | 1 | LUMP | 115,000.00 | 115,000.00 | 500,000.00 | 500,000.00 | 375,000.00 | 375,000.00 | 601,188.78 | 601,188.78 |
| 0058 | 810-01-00100 | Concrete Railing (Standard Barrier) | 17.5 | LNFT | 300.00 | 5,250.00 | 50.00 | 875.00 | 125.00 | 2,187.50 | 500.00 | 8,750.00 |
| 0059 | 813-01-00100 | Concrete Approach Slabs | 167.04 | SQYD | 175.00 | 29,232.00 | 100.00 | 16,704.00 | 195.00 | 32,572.80 | 294.53 | 49,198.29 |
| 0060 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 29 | INLF | 15.00 | 435.00 | 5.00 | 145.00 | 1.00 | 29.00 | 17.48 | 506.92 |
| 0061 | NS-600-00220 | Saw Cutting Portland Cement Concrete Pavement | 1,045 | INLF | 15.00 | 15,675.00 | 5.00 | 5,225.00 | 1.25 | 1,306.25 | 2.73 | 2,852.85 |
| 0062 | NS-800-00260 | Hand Railing ALUMINUM | 1,500 | LNFT | 130.00 | 195,000.00 | 150.00 | 225,000.00 | 160.00 | 240,000.00 | 142.00 | 213,000.00 |
| 0063 | NS-800-00260 | Hand Railing STEEL | 1,281 | LNFT | 90.00 | 115,290.00 | 80.00 | 102,480.00 | 95.00 | 121,695.00 | 112.00 | 143,472.00 |
| 0064 | NS-805-00005 | Joint Sealing System (Preformed Silicone) | 134.24 | LNFT | 50.00 | 6,712.00 | 70.00 | 9,396.80 | 40.00 | 5,369.60 | 74.00 | 9,933.76 |
| 0065 | NS-805-00016 | Bridge Superstructure Repair CLEANING, WASHING AND SPOT PAINTING TOWER COLUMN INTERIORS | 8 | EACH | 11,000.00 | 88,000.00 | 8,000.00 | 64,000.00 | 55,000.00 | 440,000.00 | 67,000.00 | 536,000.00 |
| 0066 | NS-805-00016 | Bridge Superstructure Repair STEEL HAND RAIL POST MODIFICATIONS | 196 | EACH | 169.00 | 33,124.00 | 120.00 | 23,520.00 | 100.00 | 19,600.00 | 220.00 | 43,120.00 |
| 0067 | NS-805-00020 | Bridge Substructure Repair CLEANING AND WASHING LIFT SPAN PIER TOP SURFACE | 2 | EACH | 4,500.00 | 9,000.00 | 8,000.00 | 16,000.00 | 21,000.00 | 42,000.00 | 3,300.00 | 6,600.00 |
| ITEM TOTAL (CONSTRUCTION BID) | 5,363,608.38 | 6,590,910.38 | 6,584,231.48 | 7,096,932.37 | ||||||||
| NUMBER OF DAYS BID AT $3000 PER DAY. | 360,000.00 | 345,000.00 | 630,000.00 | 660,000.00 | ||||||||
| TOTAL BID | 5,723,608.38 | 6,935,910.38 | 7,214,231.48 | 7,756,932.37 | ||||||||
| 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 EST. QUANTITY = 0.126 ACRES | 1 | LUMP | 25,000.00 | 25,000.00 |
| 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 200,000.00 | 200,000.00 |
| 0003 | 202-02-00010 | Removal of HAND RAIL (RAILING AT BRIDGE PEDESTRIAN WALKWAY) | 1 | EACH | 25,000.00 | 25,000.00 |
| 0004 | 202-02-00010 | Removal of HAND RAIL (RAILING AT PARKING LOT) | 1 | EACH | 10,000.00 | 10,000.00 |
| 0005 | 202-02-00010 | Removal of HAND RAIL (RAILING AT NEAR SIDE MACHINERY TOWER) | 1 | EACH | 18,000.00 | 18,000.00 |
| 0006 | 202-02-00010 | Removal of HAND RAIL (RAILING AT FAR SIDE MACHINERY TOWER) | 1 | EACH | 18,000.00 | 18,000.00 |
| 0007 | 202-02-06000 | Removal of Concrete Approach Slabs | 163 | SQYD | 100.00 | 16,300.00 |
| 0008 | 202-02-06060 | Removal of Concrete Catch Basin | 1 | EACH | 2,000.00 | 2,000.00 |
| 0009 | 202-02-06100 | Removal of Concrete Walks and Drives | 125 | SQYD | 18.00 | 2,250.00 |
| 0010 | 202-02-06140 | Removal of Curbs (Concrete) | 112.5 | LNFT | 9.00 | 1,012.50 |
| 0011 | 202-02-10000 | Removal of Existing Steel Grid Deck | 1 | LUMP | 85,000.00 | 85,000.00 |
| 0012 | 202-02-14500 | Removal of Guard Rail | 324.7 | LNFT | 15.00 | 4,870.50 |
| 0013 | 202-02-32140 | Removal of Pipe (Storm Drain) 15" R.C.P. | 56 | LNFT | 25.00 | 1,400.00 |
| 0014 | 202-02-38200 | Removal of Signs | 1 | EACH | 2,500.00 | 2,500.00 |
| 0015 | 202-02-38400 | Removal of Structural Concrete WINGWALL AT ABUTMENT NO. 1, SIDEWALK SLAB IN SPANS NO. 1,2, & 6 THRU 9, TRAFFIC GATE SUPPORT SLABS IN SPANS NO. 2 & 6, AND WINGWALL AT ABUTMENT NO. 10 | 1 | LUMP | 100,000.00 | 100,000.00 |
| 0016 | 202-02-38400 | Removal of Structural Concrete BACKWALL AT ABUTMENT NO. 10 | 1 | LUMP | 35,000.00 | 35,000.00 |
| 0017 | 202-02-38500 | Removal of Surfacing and Stablized Base | 707.4 | SQYD | 9.00 | 6,366.60 |
| 0018 | 203-01-00100 | General Excavation | 156 | CUYD | 30.00 | 4,680.00 |
| 0019 | 203-04-00100 | Nonplastic Embankment | 85 | CUYD | 40.00 | 3,400.00 |
| 0020 | 203-07-00200 | Borrow (Vehicular Measurement) (Selected Soils) | 1,183 | CUYD | 18.00 | 21,294.00 |
| 0021 | 204-02-00100 | Temporary Hay or Straw Bales | 16 | EACH | 15.00 | 240.00 |
| 0022 | 204-06-00100 | Temporary Silt Fencing | 203 | LNFT | 3.00 | 609.00 |
| 0023 | 601-02-00300 | Portland Cement Concrete Pavement (6" Thick) (Crossovers & Turnouts) | 312.1 | SQYD | 85.00 | 26,528.50 |
| 0024 | 602-05-03160 | Full Depth Patching of Jointed Concrete Pavement (48.1 square yards and over) (9" Thick) | 356.3 | SQYD | 125.00 | 44,537.50 |
| 0025 | 701-03-01000 | Storm Drain Pipe (15" RCP/PP) | 48 | LNFT | 100.00 | 4,800.00 |
| 0026 | 702-03-00200 | Catch Basins (CB-02) | 4 | EACH | 4,600.00 | 18,400.00 |
| 0027 | 702-04-00100 | Adjusting Manholes | 1 | EACH | 1,500.00 | 1,500.00 |
| 0028 | 704-03-00100 | Blocked Out Guard Rail | 331.3 | LNFT | 22.00 | 7,288.60 |
| 0029 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 50 | LNFT | 70.00 | 3,500.00 |
| 0030 | 704-11-00200 | Guard Rail End Treatment (Tangent) | 2 | EACH | 2,500.00 | 5,000.00 |
| 0031 | 706-01-00100 | Concrete Walk (4" Thick) | 393.6 | SQYD | 53.00 | 20,860.80 |
| 0032 | 706-03-00100 | Incidental Concrete Paving (4" Thick) | 278.6 | SQYD | 68.00 | 18,944.80 |
| 0033 | 707-01-00200 | Concrete Curb (Barrier) | 129.1 | LNFT | 30.00 | 3,873.00 |
| 0034 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 350,000.00 | 350,000.00 |
| 0035 | 714-01-00600 | Slab Sodding (St. Augustine) | 1,035 | SQYD | 9.00 | 9,315.00 |
| 0036 | 727-01-00100 | Mobilization | 1 | LUMP | 740,000.00 | 740,000.00 |
| 0037 | 729-19-00100 | Dead End Road Installations (Type A) | 1 | EACH | 1,200.00 | 1,200.00 |
| 0038 | 730-09-00100 | Electrical System | 1 | LUMP | 800,000.00 | 800,000.00 |
| 0039 | 730-11-00100 | Removal and Disposal of Electrical Equipment | 1 | LUMP | 6,000.00 | 6,000.00 |
| 0040 | 731-02-00100 | Reflectorized Raised Pavement Markers | 10 | EACH | 11.00 | 110.00 |
| 0041 | 732-01-01000 | Plastic Pavement Striping (4" Width) (Thermoplastic 90 mil) | 766 | LNFT | 2.50 | 1,915.00 |
| 0042 | 732-04-01020 | Plastic Pavement Legends and Symbols (Arrow - Straight) | 2 | EACH | 230.00 | 460.00 |
| 0043 | 732-05-00100 | Removal of Existing Markings | 0.047 | MILE | 6,000.00 | 282.00 |
| 0044 | 737-03-00100 | Painted Traffic Striping (Solid Line) (4" Width) | 2,330 | LNFT | 0.85 | 1,980.50 |
| 0045 | 737-03-00500 | Painted Traffic Striping (Solid Line) (24" Width) | 59 | LNFT | 3.00 | 177.00 |
| 0046 | 740-01-00100 | Construction Layout | 1 | LUMP | 55,000.00 | 55,000.00 |
| 0047 | 802-01-00100 | Structural Excavation | 154 | CUYD | 20.00 | 3,080.00 |
| 0048 | 805-01-00100 | Class A Concrete | 118.76 | CUYD | 1,100.00 | 130,636.00 |
| 0049 | 805-04-00100 | Class AA(M) Concrete | 110.71 | CUYD | 2,600.00 | 287,846.00 |
| 0050 | 805-09-00100 | Expansion Joint Seal LIQUID FILLED | 196.37 | LNFT | 55.00 | 10,800.35 |
| 0051 | 806-01-00100 | Deformed Reinforcing Steel | 35,197 | LB | 0.80 | 28,157.60 |
| 0052 | 807-08-00100 | Structural Metalwork EST. QUANTITY = 116,205 LBS | 1 | LUMP | 525,000.00 | 525,000.00 |
| 0053 | 807-08-00100 | Structural Metalwork EST. QUANTITY = 8,137 LBS | 1 | LUMP | 95,000.00 | 95,000.00 |
| 0054 | 808-01-00100 | Steel Grid Flooring | 10,468.2 | SQFT | 90.00 | 942,138.00 |
| 0055 | 809-01-00100 | Movable Bridge Machinery | 1 | LUMP | 1,075,000.00 | 1,075,000.00 |
| 0056 | 809-02-00100 | Traffic Barriers | 1 | LUMP | 150,000.00 | 150,000.00 |
| 0057 | 809-03-00100 | Operating House | 1 | LUMP | 735,000.00 | 735,000.00 |
| 0058 | 810-01-00100 | Concrete Railing (Standard Barrier) | 17.5 | LNFT | 290.00 | 5,075.00 |
| 0059 | 813-01-00100 | Concrete Approach Slabs | 167.04 | SQYD | 250.00 | 41,760.00 |
| 0060 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 29 | INLF | 20.00 | 580.00 |
| 0061 | NS-600-00220 | Saw Cutting Portland Cement Concrete Pavement | 1,045 | INLF | 3.00 | 3,135.00 |
| 0062 | NS-800-00260 | Hand Railing ALUMINUM | 1,500 | LNFT | 150.00 | 225,000.00 |
| 0063 | NS-800-00260 | Hand Railing STEEL | 1,281 | LNFT | 110.00 | 140,910.00 |
| 0064 | NS-805-00005 | Joint Sealing System (Preformed Silicone) | 134.24 | LNFT | 45.00 | 6,040.80 |
| 0065 | NS-805-00016 | Bridge Superstructure Repair CLEANING, WASHING AND SPOT PAINTING TOWER COLUMN INTERIORS | 8 | EACH | 36,000.00 | 288,000.00 |
| 0066 | NS-805-00016 | Bridge Superstructure Repair STEEL HAND RAIL POST MODIFICATIONS | 196 | EACH | 350.00 | 68,600.00 |
| 0067 | NS-805-00020 | Bridge Substructure Repair CLEANING AND WASHING LIFT SPAN PIER TOP SURFACE | 2 | EACH | 7,000.00 | 14,000.00 |
| ITEM TOTAL (CONSTRUCTION BID) | 7,480,354.05 | |||||
| NUMBER OF DAYS BID AT $3000 PER DAY. | 675,000.00 | |||||
| TOTAL BID | 8,155,354.05 | |||||