Bid Tabulations
Letting of
05/25/2011
LA DOTD Headquarters
| Lead Project: 713-01-0119 | |
| Parish: Acadia | |
| Routes: | |
| Description: PERCHVILLE, FOURNERAT, AND SONNIER ROAD BRIDGES | |
| Type Const: CLEARING AND GRUBBING, GRADING, TIMBER BRIDGE REMOVAL, DRAINAGE STRUCTURES, CLASS II BASE COURSE, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, SLAB SPAN BRIDGES, AND RELATED WORK | |
| Estimated Construction Cost: $1,920,946.00 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 08815 | W. E. Mcdonald & Son, LLC. | $1,329,214.10 |
| 2 | 01012 | Cecil D. Gassiott, LLC | $1,509,659.50 |
| 3 | 09090 | Guinn Brothers, LLC. | $1,518,741.60 |
| 4 | 12312 | Gilchrist Construction Co. LLC | $1,584,693.20 |
| 5 | 40312 | Gray Construction Corp. | $1,752,717.84 |
| 6 | 39462 | Jb James Construction Llc | $1,799,869.93 |
| 7 | 34567 | James Construction Group LLC | $2,108,146.95 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - W. E. Mcdonald & Son, LLC. |
- 2 - Cecil D. Gassiott, LLC |
- 3 - Guinn Brothers, LLC. |
- 4 - Gilchrist Construction Co. 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 | 42,000.00 | 42,000.00 | 40,000.00 | 40,000.00 | 26,000.00 | 26,000.00 | 20,000.00 | 20,000.00 |
| 0002 | 202-02-04000 | Removal of Bridge (STA 100+00;18.1' X 117.7.' TIMBER BR) | 1 | EACH | 5,000.00 | 5,000.00 | 25,000.00 | 25,000.00 | 8,500.00 | 8,500.00 | 12,000.00 | 12,000.00 |
| 0003 | 202-02-04000 | Removal of Bridge (STA 200+00;22.7' X 67.5.' TIMBER BR) | 1 | EACH | 5,000.00 | 5,000.00 | 12,500.00 | 12,500.00 | 8,000.00 | 8,000.00 | 12,000.00 | 12,000.00 |
| 0004 | 202-02-04000 | Removal of Bridge (STA 300+00;18.1' X 80.0' TIMBER BR) | 1 | EACH | 5,000.00 | 5,000.00 | 10,000.00 | 10,000.00 | 8,000.00 | 8,000.00 | 12,000.00 | 12,000.00 |
| 0005 | 202-02-38500 | Removal of Surfacing and Stablized Base | 1,631.9 | SQYD | 5.00 | 8,159.50 | 5.00 | 8,159.50 | 4.00 | 6,527.60 | 7.79 | 12,712.50 |
| 0006 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 43,000.00 | 43,000.00 | 80,000.00 | 80,000.00 | 65,000.00 | 65,000.00 | 75,000.00 | 75,000.00 |
| 0007 | 204-02-00100 | Temporary Hay or Straw Bales | 60 | EACH | 3.00 | 180.00 | 10.00 | 600.00 | 10.00 | 600.00 | 16.00 | 960.00 |
| 0008 | 204-03-00100 | Temporary Slope Drains | 360 | LNFT | 1.00 | 360.00 | 20.00 | 7,200.00 | 0.00 | 0.00 | 10.00 | 3,600.00 |
| 0009 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 7 | EACH | 250.00 | 1,750.00 | 200.00 | 1,400.00 | 100.00 | 700.00 | 145.00 | 1,015.00 |
| 0010 | 204-06-00100 | Temporary Silt Fencing | 2,885 | LNFT | 2.00 | 5,770.00 | 2.50 | 7,212.50 | 0.00 | 0.00 | 2.00 | 5,770.00 |
| 0011 | 302-01-00700 | Class II Base Course (Stone) | 458.5 | CUYD | 84.00 | 38,514.00 | 80.00 | 36,680.00 | 85.00 | 38,972.50 | 98.00 | 44,933.00 |
| 0012 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 23 | CUYD | 100.00 | 2,300.00 | 100.00 | 2,300.00 | 100.00 | 2,300.00 | 140.00 | 3,220.00 |
| 0013 | 403-01-00100 | Aggregate Roadway Surfacing (Vehicular Measurement) | 57.1 | CUYD | 80.00 | 4,568.00 | 75.00 | 4,282.50 | 90.00 | 5,139.00 | 100.00 | 5,710.00 |
| 0014 | 502-01-00100 | Superpave Asphaltic Concrete | 375.6 | TON | 191.00 | 71,739.60 | 195.00 | 73,242.00 | 200.00 | 75,120.00 | 200.00 | 75,120.00 |
| 0015 | 701-05-01040 | Side Drain Pipe (18" RCP/PP/CMP) | 12 | LNFT | 45.00 | 540.00 | 100.00 | 1,200.00 | 75.00 | 900.00 | 105.00 | 1,260.00 |
| 0016 | 701-05-01060 | Side Drain Pipe (24" RCP/PP/CMP) | 240 | LNFT | 53.00 | 12,720.00 | 70.00 | 16,800.00 | 60.00 | 14,400.00 | 65.00 | 15,600.00 |
| 0017 | 701-05-01080 | Side Drain Pipe (30" RCP/PP/CMP) | 72 | LNFT | 66.00 | 4,752.00 | 115.00 | 8,280.00 | 90.00 | 6,480.00 | 93.00 | 6,696.00 |
| 0018 | 701-05-02040 | Side Drain Pipe (Erosion) (18" PP/CMP) | 270 | LNFT | 45.00 | 12,150.00 | 55.00 | 14,850.00 | 48.00 | 12,960.00 | 45.00 | 12,150.00 |
| 0019 | 701-05-02060 | Side Drain Pipe (Erosion) (24" PP/CMP) | 552 | LNFT | 53.00 | 29,256.00 | 65.00 | 35,880.00 | 60.00 | 33,120.00 | 55.00 | 30,360.00 |
| 0020 | 701-05-02080 | Side Drain Pipe (Erosion) (30" PP/CMP) | 188 | LNFT | 66.00 | 12,408.00 | 115.00 | 21,620.00 | 90.00 | 16,920.00 | 75.00 | 14,100.00 |
| 0021 | 702-03-00100 | Catch Basins (CB-01) | 4 | EACH | 2,500.00 | 10,000.00 | 2,000.00 | 8,000.00 | 3,500.00 | 14,000.00 | 3,500.00 | 14,000.00 |
| 0022 | 704-03-00100 | Blocked Out Guard Rail | 225 | LNFT | 45.00 | 10,125.00 | 20.00 | 4,500.00 | 22.50 | 5,062.50 | 20.00 | 4,500.00 |
| 0023 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 50 | LNFT | 65.00 | 3,250.00 | 60.00 | 3,000.00 | 65.00 | 3,250.00 | 64.00 | 3,200.00 |
| 0024 | 704-09-00100 | Guard Rail Anchor Sections (Turndown) | 200 | LNFT | 48.00 | 9,600.00 | 30.00 | 6,000.00 | 33.00 | 6,600.00 | 33.00 | 6,600.00 |
| 0025 | 704-11-00100 | Guard Rail End Treatment (Flared) | 4 | EACH | 2,100.00 | 8,400.00 | 2,200.00 | 8,800.00 | 2,500.00 | 10,000.00 | 2,400.00 | 9,600.00 |
| 0026 | 705-01-00100 | Barbed Wire Fence | 530 | LNFT | 10.00 | 5,300.00 | 10.00 | 5,300.00 | 10.00 | 5,300.00 | 8.50 | 4,505.00 |
| 0027 | 705-09-00100 | Rebuilt Fence | 66 | LNFT | 25.00 | 1,650.00 | 10.00 | 660.00 | 25.00 | 1,650.00 | 5.70 | 376.20 |
| 0028 | 711-01-03000 | Riprap (30 lb, 14" Thick) | 2,285 | SQYD | 63.00 | 143,955.00 | 60.00 | 137,100.00 | 60.00 | 137,100.00 | 57.00 | 130,245.00 |
| 0029 | 711-04-00100 | Geotextile Fabric | 2,285 | SQYD | 3.00 | 6,855.00 | 3.00 | 6,855.00 | 5.00 | 11,425.00 | 2.70 | 6,169.50 |
| 0030 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 20,000.00 | 20,000.00 | 35,000.00 | 35,000.00 | 16,000.00 | 16,000.00 | 12,000.00 | 12,000.00 |
| 0031 | 716-01-00100 | Mulch (Vegetative) | 1.5 | TON | 1,200.00 | 1,800.00 | 1,000.00 | 1,500.00 | 2,000.00 | 3,000.00 | 680.00 | 1,020.00 |
| 0032 | 717-01-00100 | Seeding | 34 | LB | 15.00 | 510.00 | 20.00 | 680.00 | 25.00 | 850.00 | 11.30 | 384.20 |
| 0033 | 718-01-00100 | Fertilizer | 752 | LB | 0.50 | 376.00 | 1.00 | 752.00 | 1.00 | 752.00 | 1.15 | 864.80 |
| 0034 | 726-01-00100 | Bedding Material | 13.2 | CUYD | 100.00 | 1,320.00 | 80.00 | 1,056.00 | 100.00 | 1,320.00 | 135.00 | 1,782.00 |
| 0035 | 727-01-00100 | Mobilization | 1 | LUMP | 30,000.00 | 30,000.00 | 75,000.00 | 75,000.00 | 75,000.00 | 75,000.00 | 149,000.00 | 149,000.00 |
| 0036 | 729-16-00300 | Object Marker Assembly (Type 3) | 20 | EACH | 95.00 | 1,900.00 | 80.00 | 1,600.00 | 100.00 | 2,000.00 | 85.00 | 1,700.00 |
| 0037 | 735-01-00100 | Mailboxes | 3 | EACH | 1.00 | 3.00 | 10.00 | 30.00 | 100.00 | 300.00 | 10.00 | 30.00 |
| 0038 | 735-02-00100 | Mailbox Supports (Single) | 3 | EACH | 350.00 | 1,050.00 | 150.00 | 450.00 | 100.00 | 300.00 | 145.00 | 435.00 |
| 0039 | 740-01-00100 | Construction Layout | 1 | LUMP | 7,000.00 | 7,000.00 | 15,000.00 | 15,000.00 | 14,000.00 | 14,000.00 | 15,000.00 | 15,000.00 |
| 0040 | 804-01-00200 | Precast Concrete Piles (14") | 4,485 | LNFT | 50.00 | 224,250.00 | 50.00 | 224,250.00 | 55.00 | 246,675.00 | 55.00 | 246,675.00 |
| 0041 | 804-12-00100 | Loading Permanent Piles | 3 | EACH | 1.00 | 3.00 | 1,500.00 | 4,500.00 | 1.00 | 3.00 | 1,000.00 | 3,000.00 |
| 0042 | 805-10-01200 | Bridge Superstructure and Substructure (24' Clear Roadway; 75 Degree Crossing) | 6 | SPAN | 25,000.00 | 150,000.00 | 22,500.00 | 135,000.00 | 30,000.00 | 180,000.00 | 24,000.00 | 144,000.00 |
| 0043 | 805-10-01320 | Bridge Superstructure and Substructure (24' Clear Roadway; 90 Degree Crossing) (Cast-in-Place) | 7 | SPAN | 25,000.00 | 175,000.00 | 35,000.00 | 245,000.00 | 30,000.00 | 210,000.00 | 30,000.00 | 210,000.00 |
| 0044 | 805-10-02200 | Bridge Superstructure and Substructure (28' Clear Roadway; 75 Degree Crossing) | 5 | SPAN | 30,000.00 | 150,000.00 | 23,500.00 | 117,500.00 | 32,500.00 | 162,500.00 | 24,000.00 | 120,000.00 |
| 0045 | NS-800-00040 | Concrete Approach Slabs (24' CLR RDWY, 90 DEG CROSSING) (W/O ASPHALT) | 2 | EACH | 8,000.00 | 16,000.00 | 8,000.00 | 16,000.00 | 8,500.00 | 17,000.00 | 18,000.00 | 36,000.00 |
| 0046 | NS-800-00040 | Concrete Approach Slabs (24' CLR RDWY, 75 DEG CROSSING) (W/O ASPHALT) | 2 | EACH | 8,000.00 | 16,000.00 | 8,000.00 | 16,000.00 | 8,500.00 | 17,000.00 | 18,000.00 | 36,000.00 |
| 0047 | NS-800-00040 | Concrete Approach Slabs (28' CLR RDWY, 75 DEG CROSSING) (W/O ASPHALT) | 2 | EACH | 8,000.00 | 16,000.00 | 8,000.00 | 16,000.00 | 9,000.00 | 18,000.00 | 18,000.00 | 36,000.00 |
| 0048 | NS-804-00001 | Vibration Monitoring | 39 | EACH | 300.00 | 11,700.00 | 280.00 | 10,920.00 | 385.00 | 15,015.00 | 600.00 | 23,400.00 |
| 0049 | NS-727-00002 | Temporary Construction Matting | 1 | LUMP | 2,000.00 | 2,000.00 | 6,000.00 | 6,000.00 | 15,000.00 | 15,000.00 | 4,000.00 | 4,000.00 |
| CONTRACTOR TOTAL | 1,329,214.10 | 1,509,659.50 | 1,518,741.60 | 1,584,693.20 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 5 - Gray Construction Corp. |
- 6 - Jb James Construction Llc |
- 7 - James Construction Group LLC |
|||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 201-01-00100 | Clearing and Grubbing | 1 | LUMP | 40,000.00 | 40,000.00 | 100,000.00 | 100,000.00 | 60,000.00 | 60,000.00 |
| 0002 | 202-02-04000 | Removal of Bridge (STA 100+00;18.1' X 117.7.' TIMBER BR) | 1 | EACH | 12,250.00 | 12,250.00 | 35,000.00 | 35,000.00 | 20,000.00 | 20,000.00 |
| 0003 | 202-02-04000 | Removal of Bridge (STA 200+00;22.7' X 67.5.' TIMBER BR) | 1 | EACH | 10,000.00 | 10,000.00 | 25,000.00 | 25,000.00 | 15,000.00 | 15,000.00 |
| 0004 | 202-02-04000 | Removal of Bridge (STA 300+00;18.1' X 80.0' TIMBER BR) | 1 | EACH | 10,000.00 | 10,000.00 | 25,000.00 | 25,000.00 | 15,000.00 | 15,000.00 |
| 0005 | 202-02-38500 | Removal of Surfacing and Stablized Base | 1,631.9 | SQYD | 3.10 | 5,058.89 | 6.00 | 9,791.40 | 4.00 | 6,527.60 |
| 0006 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 46,000.00 | 46,000.00 | 160,000.00 | 160,000.00 | 155,000.00 | 155,000.00 |
| 0007 | 204-02-00100 | Temporary Hay or Straw Bales | 60 | EACH | 15.00 | 900.00 | 12.00 | 720.00 | 34.00 | 2,040.00 |
| 0008 | 204-03-00100 | Temporary Slope Drains | 360 | LNFT | 5.00 | 1,800.00 | 8.00 | 2,880.00 | 20.00 | 7,200.00 |
| 0009 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 7 | EACH | 153.00 | 1,071.00 | 125.00 | 875.00 | 440.00 | 3,080.00 |
| 0010 | 204-06-00100 | Temporary Silt Fencing | 2,885 | LNFT | 1.50 | 4,327.50 | 2.00 | 5,770.00 | 2.25 | 6,491.25 |
| 0011 | 302-01-00700 | Class II Base Course (Stone) | 458.5 | CUYD | 136.00 | 62,356.00 | 115.00 | 52,727.50 | 125.00 | 57,312.50 |
| 0012 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 23 | CUYD | 200.00 | 4,600.00 | 110.00 | 2,530.00 | 100.00 | 2,300.00 |
| 0013 | 403-01-00100 | Aggregate Roadway Surfacing (Vehicular Measurement) | 57.1 | CUYD | 174.00 | 9,935.40 | 100.00 | 5,710.00 | 95.00 | 5,424.50 |
| 0014 | 502-01-00100 | Superpave Asphaltic Concrete | 375.6 | TON | 200.00 | 75,120.00 | 180.00 | 67,608.00 | 180.00 | 67,608.00 |
| 0015 | 701-05-01040 | Side Drain Pipe (18" RCP/PP/CMP) | 12 | LNFT | 66.70 | 800.40 | 70.00 | 840.00 | 116.00 | 1,392.00 |
| 0016 | 701-05-01060 | Side Drain Pipe (24" RCP/PP/CMP) | 240 | LNFT | 38.80 | 9,312.00 | 75.00 | 18,000.00 | 57.00 | 13,680.00 |
| 0017 | 701-05-01080 | Side Drain Pipe (30" RCP/PP/CMP) | 72 | LNFT | 55.30 | 3,981.60 | 110.00 | 7,920.00 | 83.00 | 5,976.00 |
| 0018 | 701-05-02040 | Side Drain Pipe (Erosion) (18" PP/CMP) | 270 | LNFT | 31.60 | 8,532.00 | 45.00 | 12,150.00 | 46.00 | 12,420.00 |
| 0019 | 701-05-02060 | Side Drain Pipe (Erosion) (24" PP/CMP) | 552 | LNFT | 38.80 | 21,417.60 | 55.00 | 30,360.00 | 54.00 | 29,808.00 |
| 0020 | 701-05-02080 | Side Drain Pipe (Erosion) (30" PP/CMP) | 188 | LNFT | 55.30 | 10,396.40 | 65.00 | 12,220.00 | 72.00 | 13,536.00 |
| 0021 | 702-03-00100 | Catch Basins (CB-01) | 4 | EACH | 2,700.00 | 10,800.00 | 2,800.00 | 11,200.00 | 4,800.00 | 19,200.00 |
| 0022 | 704-03-00100 | Blocked Out Guard Rail | 225 | LNFT | 20.00 | 4,500.00 | 18.50 | 4,162.50 | 18.50 | 4,162.50 |
| 0023 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 50 | LNFT | 60.00 | 3,000.00 | 57.00 | 2,850.00 | 57.00 | 2,850.00 |
| 0024 | 704-09-00100 | Guard Rail Anchor Sections (Turndown) | 200 | LNFT | 30.00 | 6,000.00 | 29.00 | 5,800.00 | 29.00 | 5,800.00 |
| 0025 | 704-11-00100 | Guard Rail End Treatment (Flared) | 4 | EACH | 2,100.00 | 8,400.00 | 2,100.00 | 8,400.00 | 2,100.00 | 8,400.00 |
| 0026 | 705-01-00100 | Barbed Wire Fence | 530 | LNFT | 8.50 | 4,505.00 | 7.00 | 3,710.00 | 15.00 | 7,950.00 |
| 0027 | 705-09-00100 | Rebuilt Fence | 66 | LNFT | 24.50 | 1,617.00 | 50.00 | 3,300.00 | 30.00 | 1,980.00 |
| 0028 | 711-01-03000 | Riprap (30 lb, 14" Thick) | 2,285 | SQYD | 64.50 | 147,382.50 | 52.00 | 118,820.00 | 52.00 | 118,820.00 |
| 0029 | 711-04-00100 | Geotextile Fabric | 2,285 | SQYD | 3.05 | 6,969.25 | 3.00 | 6,855.00 | 5.00 | 11,425.00 |
| 0030 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 18,300.00 | 18,300.00 | 38,000.00 | 38,000.00 | 18,000.00 | 18,000.00 |
| 0031 | 716-01-00100 | Mulch (Vegetative) | 1.5 | TON | 650.00 | 975.00 | 650.00 | 975.00 | 3,500.00 | 5,250.00 |
| 0032 | 717-01-00100 | Seeding | 34 | LB | 11.00 | 374.00 | 10.00 | 340.00 | 25.00 | 850.00 |
| 0033 | 718-01-00100 | Fertilizer | 752 | LB | 1.00 | 752.00 | 1.00 | 752.00 | 3.00 | 2,256.00 |
| 0034 | 726-01-00100 | Bedding Material | 13.2 | CUYD | 164.00 | 2,164.80 | 62.01 | 818.53 | 68.00 | 897.60 |
| 0035 | 727-01-00100 | Mobilization | 1 | LUMP | 117,500.00 | 117,500.00 | 175,000.00 | 175,000.00 | 210,000.00 | 210,000.00 |
| 0036 | 729-16-00300 | Object Marker Assembly (Type 3) | 20 | EACH | 80.00 | 1,600.00 | 75.00 | 1,500.00 | 75.00 | 1,500.00 |
| 0037 | 735-01-00100 | Mailboxes | 3 | EACH | 57.00 | 171.00 | 50.00 | 150.00 | 5.00 | 15.00 |
| 0038 | 735-02-00100 | Mailbox Supports (Single) | 3 | EACH | 75.00 | 225.00 | 200.00 | 600.00 | 200.00 | 600.00 |
| 0039 | 740-01-00100 | Construction Layout | 1 | LUMP | 14,000.00 | 14,000.00 | 30,000.00 | 30,000.00 | 15,000.00 | 15,000.00 |
| 0040 | 804-01-00200 | Precast Concrete Piles (14") | 4,485 | LNFT | 91.10 | 408,583.50 | 51.00 | 228,735.00 | 57.00 | 255,645.00 |
| 0041 | 804-12-00100 | Loading Permanent Piles | 3 | EACH | 100.00 | 300.00 | 500.00 | 1,500.00 | 25,000.00 | 75,000.00 |
| 0042 | 805-10-01200 | Bridge Superstructure and Substructure (24' Clear Roadway; 75 Degree Crossing) | 6 | SPAN | 27,200.00 | 163,200.00 | 23,500.00 | 141,000.00 | 35,000.00 | 210,000.00 |
| 0043 | 805-10-01320 | Bridge Superstructure and Substructure (24' Clear Roadway; 90 Degree Crossing) (Cast-in-Place) | 7 | SPAN | 41,700.00 | 291,900.00 | 30,000.00 | 210,000.00 | 46,000.00 | 322,000.00 |
| 0044 | 805-10-02200 | Bridge Superstructure and Substructure (28' Clear Roadway; 75 Degree Crossing) | 5 | SPAN | 27,700.00 | 138,500.00 | 24,500.00 | 122,500.00 | 37,000.00 | 185,000.00 |
| 0045 | NS-800-00040 | Concrete Approach Slabs (24' CLR RDWY, 90 DEG CROSSING) (W/O ASPHALT) | 2 | EACH | 6,500.00 | 13,000.00 | 14,000.00 | 28,000.00 | 13,000.00 | 26,000.00 |
| 0046 | NS-800-00040 | Concrete Approach Slabs (24' CLR RDWY, 75 DEG CROSSING) (W/O ASPHALT) | 2 | EACH | 6,500.00 | 13,000.00 | 14,000.00 | 28,000.00 | 15,000.00 | 30,000.00 |
| 0047 | NS-800-00040 | Concrete Approach Slabs (28' CLR RDWY, 75 DEG CROSSING) (W/O ASPHALT) | 2 | EACH | 8,500.00 | 17,000.00 | 17,000.00 | 34,000.00 | 15,000.00 | 30,000.00 |
| 0048 | NS-804-00001 | Vibration Monitoring | 39 | EACH | 260.00 | 10,140.00 | 200.00 | 7,800.00 | 250.00 | 9,750.00 |
| 0049 | NS-727-00002 | Temporary Construction Matting | 1 | LUMP | 10,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | 30,000.00 | 30,000.00 |
| CONTRACTOR TOTAL | 1,752,717.84 | 1,799,869.93 | 2,108,146.95 | |||||||