Bid Tabulations
Letting of
05/09/2012
LA DOTD Headquarters
| Lead Project: H.002287.6 | |
| Parish: East Feliciana | |
| Routes: LA 68 | |
| Description: LA 68: LA 964 - LA 10 | |
| Type Const: COLD PLANING ASPHALTIC CONCRETE PAVEMENT, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, AND RELATED WORK | |
| Estimated Construction Cost: $4,057,028.60 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 00481 | Coastal Bridge Co., L.L.C. | $3,691,876.60 |
| 2 | 12312 | Gilchrist Construction Co. LLC | $3,784,465.47 |
| 3 | 00046 | Barber Bros. Contracting Co., L.L.C | $3,876,745.30 |
| 4 | 12487 | Diamond B Construction Co., L.L.C. | $4,409,281.75 |
| 5 | 00849 | F.G. Sullivan, Jr. Contractor LLC | $4,506,920.15 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Coastal Bridge Co., L.L.C. |
- 2 - Gilchrist Construction Co. LLC |
- 3 - Barber Bros. Contracting Co., L.L.C |
- 4 - Diamond B Construction Co., L.L.C. |
||||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 202-02-06100 | Removal of Concrete Walks and Drives | 398.1 | SQYD | 9.00 | 3,582.90 | 11.00 | 4,379.10 | 15.00 | 5,971.50 | 15.00 | 5,971.50 |
| 0002 | 202-02-14500 | Removal of Guard Rail | 1,375 | LNFT | 10.45 | 14,368.75 | 5.00 | 6,875.00 | 5.00 | 6,875.00 | 3.50 | 4,812.50 |
| 0003 | 202-02-32180 | Removal of Pipe Headwalls FOR WORK NEAR STA 100+02 | 1 | EACH | 875.00 | 875.00 | 1,700.00 | 1,700.00 | 1,500.00 | 1,500.00 | 900.00 | 900.00 |
| 0004 | 203-01-00100 | General Excavation | 5,000 | CUYD | 1.00 | 5,000.00 | 6.25 | 31,250.00 | 8.00 | 40,000.00 | 10.00 | 50,000.00 |
| 0005 | 203-03-00100 | Embankment | 5,000 | CUYD | 1.00 | 5,000.00 | 21.25 | 106,250.00 | 18.00 | 90,000.00 | 25.00 | 125,000.00 |
| 0006 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 13,000.00 | 13,000.00 | 18,000.00 | 18,000.00 | 15,000.00 | 15,000.00 | 30,000.00 | 30,000.00 |
| 0007 | 203-07-00100 | Borrow (Vehicular Measurement) | 500 | CUYD | 20.00 | 10,000.00 | 21.00 | 10,500.00 | 30.00 | 15,000.00 | 20.00 | 10,000.00 |
| 0008 | 203-07-00200 | Borrow (Vehicular Measurement) (Selected Soils) | 1,129 | CUYD | 35.00 | 39,515.00 | 21.00 | 23,709.00 | 25.00 | 28,225.00 | 20.00 | 22,580.00 |
| 0009 | 204-02-00100 | Temporary Hay or Straw Bales | 1,237 | EACH | 10.75 | 13,297.75 | 6.00 | 7,422.00 | 20.00 | 24,740.00 | 12.00 | 14,844.00 |
| 0010 | 204-06-00100 | Temporary Silt Fencing | 1,310 | LNFT | 2.10 | 2,751.00 | 1.60 | 2,096.00 | 1.75 | 2,292.50 | 2.25 | 2,947.50 |
| 0011 | 308-01-00100 | In-Place Cement Treated Base Course (12" Thick) | 124,827 | SQYD | 5.50 | 686,548.50 | 5.45 | 680,307.15 | 5.00 | 624,135.00 | 7.95 | 992,374.65 |
| 0012 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 465 | CUYD | 25.00 | 11,625.00 | 55.00 | 25,575.00 | 60.00 | 27,900.00 | 80.00 | 37,200.00 |
| 0013 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 380 | CUYD | 30.00 | 11,400.00 | 25.00 | 9,500.00 | 40.00 | 15,200.00 | 21.00 | 7,980.00 |
| 0014 | 502-01-00100 | Superpave Asphaltic Concrete | 25,204.4 | TON | 80.00 | 2,016,352.00 | 86.00 | 2,167,578.40 | 80.00 | 2,016,352.00 | 88.00 | 2,217,987.20 |
| 0015 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 1,007 | TON | 110.00 | 110,770.00 | 138.00 | 138,966.00 | 125.00 | 125,875.00 | 165.00 | 166,155.00 |
| 0016 | 509-01-00100 | Cold Planing Asphaltic Pavement | 96,358 | SQYD | 1.20 | 115,629.60 | 0.75 | 72,268.50 | 2.00 | 192,716.00 | 1.75 | 168,626.50 |
| 0017 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -2,141 | CUYD | 0.10 | -214.10 | 1.00 | -2,141.00 | 0.00 | 0.00 | 0.10 | -214.10 |
| 0018 | 701-05-01060 | Side Drain Pipe (24" RCP/PP/CMP) FOR WORK NEAR STA 189+52 | 160 | LNFT | 60.00 | 9,600.00 | 57.00 | 9,120.00 | 45.00 | 7,200.00 | 120.00 | 19,200.00 |
| 0019 | 701-08-00100 | Relaying Pipe FOR WORK NEAR STA 57+52 | 8 | LNFT | 210.00 | 1,680.00 | 90.00 | 720.00 | 275.00 | 2,200.00 | 70.00 | 560.00 |
| 0020 | 701-08-00100 | Relaying Pipe FOR WORK NEAR STA 31+12 | 16 | LNFT | 100.00 | 1,600.00 | 90.00 | 1,440.00 | 200.00 | 3,200.00 | 70.00 | 1,120.00 |
| 0021 | 701-08-00100 | Relaying Pipe FOR WORK NEAR STA 68+08 | 16 | LNFT | 100.00 | 1,600.00 | 90.00 | 1,440.00 | 200.00 | 3,200.00 | 70.00 | 1,120.00 |
| 0022 | 701-08-00100 | Relaying Pipe FOR WORK NEAR STA 99+76 | 8 | LNFT | 210.00 | 1,680.00 | 90.00 | 720.00 | 275.00 | 2,200.00 | 70.00 | 560.00 |
| 0023 | 701-08-00100 | Relaying Pipe FOR WORK NEAR STA 62+80 | 8 | LNFT | 210.00 | 1,680.00 | 90.00 | 720.00 | 275.00 | 2,200.00 | 70.00 | 560.00 |
| 0024 | 701-10-01040 | Reinforced Concrete Pipe (Extension) (18") FOR WORK NEAR STA 395+44 | 16 | LNFT | 150.00 | 2,400.00 | 90.00 | 1,440.00 | 250.00 | 4,000.00 | 250.00 | 4,000.00 |
| 0025 | 701-10-01100 | Reinforced Concrete Pipe (Extension) (36") FOR WORK NEAR STA 100+02 | 8 | LNFT | 250.00 | 2,000.00 | 90.00 | 720.00 | 600.00 | 4,800.00 | 300.00 | 2,400.00 |
| 0026 | 701-14-00100 | Cleaning Existing Pipes | 138 | LNFT | 16.00 | 2,208.00 | 20.00 | 2,760.00 | 60.00 | 8,280.00 | 20.00 | 2,760.00 |
| 0027 | 701-15-00100 | Concrete Collar | 9 | EACH | 850.00 | 7,650.00 | 1,000.00 | 9,000.00 | 1,300.00 | 11,700.00 | 1,000.00 | 9,000.00 |
| 0028 | 702-03-00100 | Catch Basins (CB-01) FOR WORK NEAR STA 189+52 | 2 | EACH | 3,000.00 | 6,000.00 | 3,300.00 | 6,600.00 | 2,500.00 | 5,000.00 | 3,800.00 | 7,600.00 |
| 0029 | 704-01-01000 | Guard Rail (Single Thrie Beam) (3'-1 1/2" post spacing) | 274.5 | LNFT | 40.00 | 10,980.00 | 38.00 | 10,431.00 | 40.00 | 10,980.00 | 40.00 | 10,980.00 |
| 0030 | 704-01-01020 | Guard Rail (Single Thrie Beam) (6'-3" post spacing) | 574 | LNFT | 40.00 | 22,960.00 | 40.00 | 22,960.00 | 45.00 | 25,830.00 | 42.00 | 24,108.00 |
| 0031 | 704-03-00100 | Blocked Out Guard Rail | 656.5 | LNFT | 20.00 | 13,130.00 | 22.00 | 14,443.00 | 23.00 | 15,099.50 | 22.00 | 14,443.00 |
| 0032 | 704-11-00100 | Guard Rail End Treatment (Flared) | 4 | EACH | 2,200.00 | 8,800.00 | 2,300.00 | 9,200.00 | 2,400.00 | 9,600.00 | 2,200.00 | 8,800.00 |
| 0033 | 704-11-00200 | Guard Rail End Treatment (Tangent) | 2 | EACH | 2,300.00 | 4,600.00 | 2,400.00 | 4,800.00 | 2,500.00 | 5,000.00 | 2,400.00 | 4,800.00 |
| 0034 | 711-01-03020 | Riprap (30 lb, 18" Thick) | 50 | SQYD | 100.00 | 5,000.00 | 60.00 | 3,000.00 | 100.00 | 5,000.00 | 175.00 | 8,750.00 |
| 0035 | 711-04-00100 | Geotextile Fabric | 80 | SQYD | 2.25 | 180.00 | 8.00 | 640.00 | 8.00 | 640.00 | 3.25 | 260.00 |
| 0036 | 712-04-00100 | Flexible Revetment RIPRAP OR SACKED - FOR WORK NEAR STATION 274+00 | 50 | SQYD | 65.00 | 3,250.00 | 75.00 | 3,750.00 | 100.00 | 5,000.00 | 160.00 | 8,000.00 |
| 0037 | 712-04-00100 | Flexible Revetment RIPRAP OR SACKED - FOR WORK NEAR STATION 99+76 | 20 | SQYD | 80.00 | 1,600.00 | 75.00 | 1,500.00 | 95.00 | 1,900.00 | 160.00 | 3,200.00 |
| 0038 | 712-04-00100 | Flexible Revetment RIPRAP OR SACKED - FOR WORK NEAR STATION 295+12 | 50 | SQYD | 60.00 | 3,000.00 | 75.00 | 3,750.00 | 85.00 | 4,250.00 | 160.00 | 8,000.00 |
| 0039 | 712-04-00100 | Flexible Revetment RIPRAP OR SACKED - FOR WORK NEAR STATION 100+02 | 10 | SQYD | 100.00 | 1,000.00 | 75.00 | 750.00 | 220.00 | 2,200.00 | 160.00 | 1,600.00 |
| 0040 | 712-04-00100 | Flexible Revetment RIPRAP OR SACKED - FOR WORK NEAR STATION 62+80 | 20 | SQYD | 80.00 | 1,600.00 | 75.00 | 1,500.00 | 95.00 | 1,900.00 | 160.00 | 3,200.00 |
| 0041 | 712-04-00100 | Flexible Revetment RIPRAP OR SACKED - FOR WORK NEAR STATION 337+36 | 40 | SQYD | 65.00 | 2,600.00 | 75.00 | 3,000.00 | 85.00 | 3,400.00 | 160.00 | 6,400.00 |
| 0042 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 25,000.00 | 25,000.00 | 45,000.00 | 45,000.00 | 35,000.00 | 35,000.00 | 14,000.00 | 14,000.00 |
| 0043 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 15.9 | MILE | 175.00 | 2,782.50 | 300.00 | 4,770.00 | 300.00 | 4,770.00 | 180.00 | 2,862.00 |
| 0044 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 15 | MILE | 450.00 | 6,750.00 | 1.00 | 15.00 | 460.00 | 6,900.00 | 210.00 | 3,150.00 |
| 0045 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 131.3 | MILE | 550.00 | 72,215.00 | 1.00 | 131.30 | 600.00 | 78,780.00 | 310.00 | 40,703.00 |
| 0046 | 722-01-00100 | Project Site Laboratory | 1 | EACH | 5,500.00 | 5,500.00 | 1,500.00 | 1,500.00 | 7,500.00 | 7,500.00 | 7,000.00 | 7,000.00 |
| 0047 | 726-01-00100 | Bedding Material | 110.3 | CUYD | 100.00 | 11,030.00 | 95.00 | 10,478.50 | 10.00 | 1,103.00 | 60.00 | 6,618.00 |
| 0048 | 727-01-00100 | Mobilization | 1 | LUMP | 300,000.00 | 300,000.00 | 210,000.00 | 210,000.00 | 250,000.00 | 250,000.00 | 230,000.00 | 230,000.00 |
| 0049 | 729-16-00300 | Object Marker Assembly (Type 3) | 8 | EACH | 80.00 | 640.00 | 80.00 | 640.00 | 90.00 | 720.00 | 80.00 | 640.00 |
| 0050 | 731-02-00100 | Reflectorized Raised Pavement Markers | 1,487 | EACH | 5.50 | 8,178.50 | 5.00 | 7,435.00 | 6.00 | 8,922.00 | 5.00 | 7,435.00 |
| 0051 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 17.028 | MILE | 2,800.00 | 47,678.40 | 2,800.00 | 47,678.40 | 2,850.00 | 48,529.80 | 2,600.00 | 44,272.80 |
| 0052 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 3.964 | MILE | 950.00 | 3,765.80 | 830.00 | 3,290.12 | 1,000.00 | 3,964.00 | 800.00 | 3,171.20 |
| 0053 | 735-01-00100 | Mailboxes | 25 | EACH | 13.00 | 325.00 | 15.00 | 375.00 | 10.00 | 250.00 | 9.00 | 225.00 |
| 0054 | 735-02-00100 | Mailbox Supports (Single) | 25 | EACH | 130.00 | 3,250.00 | 125.00 | 3,125.00 | 150.00 | 3,750.00 | 135.00 | 3,375.00 |
| 0055 | 739-01-00100 | Hydro-Seeding | 10.94 | ACRE | 1,300.00 | 14,222.00 | 1,200.00 | 13,128.00 | 1,250.00 | 13,675.00 | 1,100.00 | 12,034.00 |
| 0056 | 740-01-00100 | Construction Layout | 1 | LUMP | 10,000.00 | 10,000.00 | 12,000.00 | 12,000.00 | 32,000.00 | 32,000.00 | 20,000.00 | 20,000.00 |
| 0057 | NS-200-00020 | Cleaning Existing Ditches | 60 | LNFT | 20.00 | 1,200.00 | 28.00 | 1,680.00 | 10.00 | 600.00 | 4.50 | 270.00 |
| 0058 | NS-600-00220 | Saw Cutting Portland Cement Concrete Pavement | 360 | INLF | 1.50 | 540.00 | 5.50 | 1,980.00 | 2.00 | 720.00 | 6.50 | 2,340.00 |
| 0059 | NS-700-00240 | Special Guard Rail Anchor Section | 2 | EACH | 1,250.00 | 2,500.00 | 1,300.00 | 2,600.00 | 1,500.00 | 3,000.00 | 1,300.00 | 2,600.00 |
| CONTRACTOR TOTAL | 3,691,876.60 | 3,784,465.47 | 3,876,745.30 | 4,409,281.75 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 5 - F.G. Sullivan, Jr. Contractor LLC |
|
| Unit Price | Total Amount |
|||||
| 0001 | 202-02-06100 | Removal of Concrete Walks and Drives | 398.1 | SQYD | 10.00 | 3,981.00 |
| 0002 | 202-02-14500 | Removal of Guard Rail | 1,375 | LNFT | 3.00 | 4,125.00 |
| 0003 | 202-02-32180 | Removal of Pipe Headwalls FOR WORK NEAR STA 100+02 | 1 | EACH | 850.00 | 850.00 |
| 0004 | 203-01-00100 | General Excavation | 5,000 | CUYD | 7.00 | 35,000.00 |
| 0005 | 203-03-00100 | Embankment | 5,000 | CUYD | 7.00 | 35,000.00 |
| 0006 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 12,500.00 | 12,500.00 |
| 0007 | 203-07-00100 | Borrow (Vehicular Measurement) | 500 | CUYD | 12.00 | 6,000.00 |
| 0008 | 203-07-00200 | Borrow (Vehicular Measurement) (Selected Soils) | 1,129 | CUYD | 12.00 | 13,548.00 |
| 0009 | 204-02-00100 | Temporary Hay or Straw Bales | 1,237 | EACH | 10.50 | 12,988.50 |
| 0010 | 204-06-00100 | Temporary Silt Fencing | 1,310 | LNFT | 2.00 | 2,620.00 |
| 0011 | 308-01-00100 | In-Place Cement Treated Base Course (12" Thick) | 124,827 | SQYD | 7.00 | 873,789.00 |
| 0012 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 465 | CUYD | 20.00 | 9,300.00 |
| 0013 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 380 | CUYD | 75.00 | 28,500.00 |
| 0014 | 502-01-00100 | Superpave Asphaltic Concrete | 25,204.4 | TON | 100.00 | 2,520,440.00 |
| 0015 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 1,007 | TON | 170.00 | 171,190.00 |
| 0016 | 509-01-00100 | Cold Planing Asphaltic Pavement | 96,358 | SQYD | 3.00 | 289,074.00 |
| 0017 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -2,141 | CUYD | 0.00 | 0.00 |
| 0018 | 701-05-01060 | Side Drain Pipe (24" RCP/PP/CMP) FOR WORK NEAR STA 189+52 | 160 | LNFT | 70.00 | 11,200.00 |
| 0019 | 701-08-00100 | Relaying Pipe FOR WORK NEAR STA 57+52 | 8 | LNFT | 220.00 | 1,760.00 |
| 0020 | 701-08-00100 | Relaying Pipe FOR WORK NEAR STA 31+12 | 16 | LNFT | 115.00 | 1,840.00 |
| 0021 | 701-08-00100 | Relaying Pipe FOR WORK NEAR STA 68+08 | 16 | LNFT | 115.00 | 1,840.00 |
| 0022 | 701-08-00100 | Relaying Pipe FOR WORK NEAR STA 99+76 | 8 | LNFT | 220.00 | 1,760.00 |
| 0023 | 701-08-00100 | Relaying Pipe FOR WORK NEAR STA 62+80 | 8 | LNFT | 220.00 | 1,760.00 |
| 0024 | 701-10-01040 | Reinforced Concrete Pipe (Extension) (18") FOR WORK NEAR STA 395+44 | 16 | LNFT | 150.00 | 2,400.00 |
| 0025 | 701-10-01100 | Reinforced Concrete Pipe (Extension) (36") FOR WORK NEAR STA 100+02 | 8 | LNFT | 260.00 | 2,080.00 |
| 0026 | 701-14-00100 | Cleaning Existing Pipes | 138 | LNFT | 15.00 | 2,070.00 |
| 0027 | 701-15-00100 | Concrete Collar | 9 | EACH | 900.00 | 8,100.00 |
| 0028 | 702-03-00100 | Catch Basins (CB-01) FOR WORK NEAR STA 189+52 | 2 | EACH | 3,000.00 | 6,000.00 |
| 0029 | 704-01-01000 | Guard Rail (Single Thrie Beam) (3'-1 1/2" post spacing) | 274.5 | LNFT | 35.00 | 9,607.50 |
| 0030 | 704-01-01020 | Guard Rail (Single Thrie Beam) (6'-3" post spacing) | 574 | LNFT | 38.00 | 21,812.00 |
| 0031 | 704-03-00100 | Blocked Out Guard Rail | 656.5 | LNFT | 20.00 | 13,130.00 |
| 0032 | 704-11-00100 | Guard Rail End Treatment (Flared) | 4 | EACH | 2,100.00 | 8,400.00 |
| 0033 | 704-11-00200 | Guard Rail End Treatment (Tangent) | 2 | EACH | 2,200.00 | 4,400.00 |
| 0034 | 711-01-03020 | Riprap (30 lb, 18" Thick) | 50 | SQYD | 95.00 | 4,750.00 |
| 0035 | 711-04-00100 | Geotextile Fabric | 80 | SQYD | 2.00 | 160.00 |
| 0036 | 712-04-00100 | Flexible Revetment RIPRAP OR SACKED - FOR WORK NEAR STATION 274+00 | 50 | SQYD | 65.00 | 3,250.00 |
| 0037 | 712-04-00100 | Flexible Revetment RIPRAP OR SACKED - FOR WORK NEAR STATION 99+76 | 20 | SQYD | 85.00 | 1,700.00 |
| 0038 | 712-04-00100 | Flexible Revetment RIPRAP OR SACKED - FOR WORK NEAR STATION 295+12 | 50 | SQYD | 65.00 | 3,250.00 |
| 0039 | 712-04-00100 | Flexible Revetment RIPRAP OR SACKED - FOR WORK NEAR STATION 100+02 | 10 | SQYD | 105.00 | 1,050.00 |
| 0040 | 712-04-00100 | Flexible Revetment RIPRAP OR SACKED - FOR WORK NEAR STATION 62+80 | 20 | SQYD | 85.00 | 1,700.00 |
| 0041 | 712-04-00100 | Flexible Revetment RIPRAP OR SACKED - FOR WORK NEAR STATION 337+36 | 40 | SQYD | 70.00 | 2,800.00 |
| 0042 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 120,000.00 | 120,000.00 |
| 0043 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 15.9 | MILE | 600.00 | 9,540.00 |
| 0044 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 15 | MILE | 100.00 | 1,500.00 |
| 0045 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 131.3 | MILE | 100.00 | 13,130.00 |
| 0046 | 722-01-00100 | Project Site Laboratory | 1 | EACH | 500.00 | 500.00 |
| 0047 | 726-01-00100 | Bedding Material | 110.3 | CUYD | 0.00 | 0.00 |
| 0048 | 727-01-00100 | Mobilization | 1 | LUMP | 100,000.00 | 100,000.00 |
| 0049 | 729-16-00300 | Object Marker Assembly (Type 3) | 8 | EACH | 75.00 | 600.00 |
| 0050 | 731-02-00100 | Reflectorized Raised Pavement Markers | 1,487 | EACH | 5.25 | 7,806.75 |
| 0051 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 17.028 | MILE | 2,500.00 | 42,570.00 |
| 0052 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 3.964 | MILE | 850.00 | 3,369.40 |
| 0053 | 735-01-00100 | Mailboxes | 25 | EACH | 8.00 | 200.00 |
| 0054 | 735-02-00100 | Mailbox Supports (Single) | 25 | EACH | 130.00 | 3,250.00 |
| 0055 | 739-01-00100 | Hydro-Seeding | 10.94 | ACRE | 1,350.00 | 14,769.00 |
| 0056 | 740-01-00100 | Construction Layout | 1 | LUMP | 50,000.00 | 50,000.00 |
| 0057 | NS-200-00020 | Cleaning Existing Ditches | 60 | LNFT | 20.00 | 1,200.00 |
| 0058 | NS-600-00220 | Saw Cutting Portland Cement Concrete Pavement | 360 | INLF | 1.00 | 360.00 |
| 0059 | NS-700-00240 | Special Guard Rail Anchor Section | 2 | EACH | 1,200.00 | 2,400.00 |
| CONTRACTOR TOTAL | 4,506,920.15 | |||||