Bid Tabulations
Letting of
12/14/2011
LA DOTD Headquarters
| Lead Project: H.006522.6 | |
| Parish: Jefferson | |
| Routes: | |
| Description: FURTHER CONST. TO IMP. DRAINAGE @ LA 3152 & 3139 (PHASE 3A) | |
| Type Const: GRADING, DRAINAGE STRUCTURES, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT AND RELATED WORK. | |
| Estimated Construction Cost: $5,836,490.00 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 12069 | B & K Construction Co. LLC | $3,484,054.60 |
| 2 | 06276 | Barriere Construction Co., LLC | $3,646,732.50 |
| 3 | 42296 | M.R. Pittman Group, LLC | $3,949,076.00 |
| 4 | 11242 | Gilmore & Son Construction Corp. | $3,962,202.50 |
| 5 | 38325 | Great Southern Dredging Inc | $4,183,503.00 |
| 6 | 36961 | Cycle Construction Co. L.L.C. | $4,593,598.00 |
| 7 | 36827 | Shavers-Whittle Construction LLC | $4,896,524.63 |
| 8 | 46722 | Bld Services Llc | $5,245,400.00 |
| 9 | 37831 | Archer Western Contractors LLC | $5,384,639.00 |
| 10 | 50078 | Fenton Excavating & Const. Inc. | $6,931,981.00 |
| 11 | 12370 | Hill Brothers Construction Co., Inc | $7,103,905.50 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - B & K Construction Co. LLC |
- 2 - Barriere Construction Co., LLC |
- 3 - M.R. Pittman Group, LLC |
- 4 - Gilmore & Son Construction Corp. |
||||
| 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 | 40,000.00 | 40,000.00 | 50,000.00 | 50,000.00 | 18,000.00 | 18,000.00 | 60,000.00 | 60,000.00 |
| 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 83,884.00 | 83,884.00 | 130,000.00 | 130,000.00 | 130,000.00 | 130,000.00 | 60,000.00 | 60,000.00 |
| 0003 | 203-03-00100 | Embankment | 1,094 | CUYD | 20.00 | 21,880.00 | 5.00 | 5,470.00 | 12.00 | 13,128.00 | 35.00 | 38,290.00 |
| 0004 | 305-01-04040 | Subgrade Layer (12" Thick) (Stone) | 77 | SQYD | 27.00 | 2,079.00 | 40.00 | 3,080.00 | 30.00 | 2,310.00 | 25.00 | 1,925.00 |
| 0005 | 502-03-00300 | Superpave Asphaltic Concrete (6" Thick) | 63 | SQYD | 140.00 | 8,820.00 | 90.00 | 5,670.00 | 55.00 | 3,465.00 | 90.00 | 5,670.00 |
| 0006 | 701-03-01020 | Storm Drain Pipe (18" RCP/PP) | 81 | LNFT | 200.00 | 16,200.00 | 240.00 | 19,440.00 | 120.00 | 9,720.00 | 110.00 | 8,910.00 |
| 0007 | 701-03-01040 | Storm Drain Pipe (24" RCP/PP) | 18 | LNFT | 225.00 | 4,050.00 | 260.00 | 4,680.00 | 150.00 | 2,700.00 | 140.00 | 2,520.00 |
| 0008 | 701-03-01060 | Storm Drain Pipe (30" RCP/PP) | 60 | LNFT | 260.00 | 15,600.00 | 270.00 | 16,200.00 | 165.00 | 9,900.00 | 180.00 | 10,800.00 |
| 0009 | 701-03-01080 | Storm Drain Pipe (36" RCP/PP) | 40 | LNFT | 290.00 | 11,600.00 | 280.00 | 11,200.00 | 185.00 | 7,400.00 | 210.00 | 8,400.00 |
| 0010 | 701-03-01090 | Storm Drain Pipe (42" RCP/PP) | 30 | LNFT | 350.00 | 10,500.00 | 300.00 | 9,000.00 | 230.00 | 6,900.00 | 240.00 | 7,200.00 |
| 0011 | 702-02-00100 | Manholes (MH-06) | 7 | EACH | 3,050.00 | 21,350.00 | 5,000.00 | 35,000.00 | 5,500.00 | 38,500.00 | 5,500.00 | 38,500.00 |
| 0012 | 704-03-00100 | Blocked Out Guard Rail | 6.25 | LNFT | 24.00 | 150.00 | 22.00 | 137.50 | 28.00 | 175.00 | 170.00 | 1,062.50 |
| 0013 | 704-11-00100 | Guard Rail End Treatment (Flared) | 2 | EACH | 960.00 | 1,920.00 | 1,000.00 | 2,000.00 | 1,200.00 | 2,400.00 | 1,600.00 | 3,200.00 |
| 0014 | 710-01-00100 | Flowable Fill | 52 | CUYD | 450.00 | 23,400.00 | 330.00 | 17,160.00 | 175.00 | 9,100.00 | 250.00 | 13,000.00 |
| 0015 | 712-02-00100 | Sacked Concrete Revetment | 42 | SQYD | 94.00 | 3,948.00 | 100.00 | 4,200.00 | 70.00 | 2,940.00 | 250.00 | 10,500.00 |
| 0016 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 10,000.00 | 10,000.00 | 1,000.00 | 1,000.00 | 5,000.00 | 5,000.00 | 30,000.00 | 30,000.00 |
| 0017 | 717-01-00100 | Seeding | 8 | LB | 20.00 | 160.00 | 40.00 | 320.00 | 50.00 | 400.00 | 60.00 | 480.00 |
| 0018 | 718-01-00100 | Fertilizer | 250 | LB | 1.00 | 250.00 | 4.00 | 1,000.00 | 2.00 | 500.00 | 2.00 | 500.00 |
| 0019 | 719-01-01060 | Plants (Tree) (Balled and Burlapped) (2 1/2" cal) Shumard Oak | 19 | EACH | 475.00 | 9,025.00 | 100.00 | 1,900.00 | 450.00 | 8,550.00 | 600.00 | 11,400.00 |
| 0020 | 719-01-01060 | Plants (Tree) (Balled and Burlapped) (2 1/2" cal) Willow Oak | 19 | EACH | 490.00 | 9,310.00 | 110.00 | 2,090.00 | 520.00 | 9,880.00 | 500.00 | 9,500.00 |
| 0021 | 725-01-00100 | Temporary Detour Roads | 208 | SQYD | 20.00 | 4,160.00 | 20.00 | 4,160.00 | 225.00 | 46,800.00 | 20.00 | 4,160.00 |
| 0022 | 726-01-00100 | Bedding Material | 2,525 | CUYD | 70.00 | 176,750.00 | 55.00 | 138,875.00 | 110.00 | 277,750.00 | 70.00 | 176,750.00 |
| 0023 | 727-01-00100 | Mobilization | 1 | LUMP | 200,000.00 | 200,000.00 | 360,000.00 | 360,000.00 | 350,000.00 | 350,000.00 | 80,000.00 | 80,000.00 |
| 0024 | 740-01-00100 | Construction Layout | 1 | LUMP | 17,223.60 | 17,223.60 | 50,000.00 | 50,000.00 | 18,000.00 | 18,000.00 | 45,000.00 | 45,000.00 |
| 0025 | 740-02-00100 | Utility Oversight and Coordination | 1 | LUMP | 4,800.00 | 4,800.00 | 1,000.00 | 1,000.00 | 30,000.00 | 30,000.00 | 20,000.00 | 20,000.00 |
| 0026 | 805-12-22000 | Reinforced Concrete Box Culverts (6' x 6') (Precast) | 2,652 | LNFT | 485.00 | 1,286,220.00 | 500.00 | 1,326,000.00 | 425.00 | 1,127,100.00 | 550.00 | 1,458,600.00 |
| 0027 | NS-P26-10001 | Railroad Box Culverts - BLOCK 1 | 150 | LNFT | 3,445.00 | 516,750.00 | 3,300.00 | 495,000.00 | 3,500.00 | 525,000.00 | 3,455.00 | 518,250.00 |
| 0028 | NS-P26-10002 | Railroad Box Culverts - BLOCK 2 | 100 | LNFT | 3,728.00 | 372,800.00 | 3,800.00 | 380,000.00 | 4,200.00 | 420,000.00 | 4,155.00 | 415,500.00 |
| 0029 | NS-P26-10003 | Railroad Box Culverts - BLOCK 3 | 75 | LNFT | 4,022.00 | 301,650.00 | 3,800.00 | 285,000.00 | 6,400.00 | 480,000.00 | 5,155.00 | 386,625.00 |
| 0030 | NS-P26-10004 | Cast-in-Place Concrete Transition No. 1 (Including Temporary Retaining Structures) | 1 | LUMP | 34,000.00 | 34,000.00 | 25,000.00 | 25,000.00 | 110,000.00 | 110,000.00 | 30,000.00 | 30,000.00 |
| 0031 | NS-P26-10005 | Cast-in-Place Concrete Stilling Basin and Headwall (Including Headwall and T. R. S.) | 1 | LUMP | 72,500.00 | 72,500.00 | 70,000.00 | 70,000.00 | 125,000.00 | 125,000.00 | 75,000.00 | 75,000.00 |
| 0032 | NS-P26-10006 | Drop Inlet with Grate and Frame | 16 | EACH | 1,050.00 | 16,800.00 | 1,000.00 | 16,000.00 | 1,750.00 | 28,000.00 | 6,000.00 | 96,000.00 |
| 0033 | NS-P26-10007 | Access Manhole with Cover and Frame | 2 | EACH | 1,750.00 | 3,500.00 | 2,000.00 | 4,000.00 | 1,600.00 | 3,200.00 | 5,000.00 | 10,000.00 |
| 0034 | NS-P26-10008 | Pile-Supported Cast-in-Place Concrete Junction Box Crossing Existing ATMOS GAS Pipeline | 1 | LUMP | 70,200.00 | 70,200.00 | 70,000.00 | 70,000.00 | 32,000.00 | 32,000.00 | 150,000.00 | 150,000.00 |
| 0035 | NS-P26-10009 | Ditch Embankment and Re-Grading | 300 | LNFT | 7.00 | 2,100.00 | 15.00 | 4,500.00 | 12.00 | 3,600.00 | 20.00 | 6,000.00 |
| 0036 | NS-P26-10010 | Relocation of Sewer Force Main (4 inch) | 1 | LUMP | 4,800.00 | 4,800.00 | 5,000.00 | 5,000.00 | 13,000.00 | 13,000.00 | 9,000.00 | 9,000.00 |
| 0037 | NS-P26-10011 | Relocation of Waterline (12 inch) | 1 | LUMP | 12,000.00 | 12,000.00 | 15,000.00 | 15,000.00 | 29,000.00 | 29,000.00 | 19,000.00 | 19,000.00 |
| 0038 | NS-P26-10012 | Construction Dewatering | 1 | LUMP | 20,000.00 | 20,000.00 | 0.00 | 0.00 | 9,200.00 | 9,200.00 | 25,000.00 | 25,000.00 |
| 0039 | NS-P26-10013 | Incidental Concrete (Special Curb Sections at Garden of Memories Roadway Station 102+27.06 and 102+48) | 6.8 | CUYD | 250.00 | 1,700.00 | 1,000.00 | 6,800.00 | 410.00 | 2,788.00 | 400.00 | 2,720.00 |
| 0040 | NS-P26-10013 | Incidental Concrete (Curb Above Railroad Box Culvert Station 96+34) | 1.1 | CUYD | 1,150.00 | 1,265.00 | 1,500.00 | 1,650.00 | 1,600.00 | 1,760.00 | 1,000.00 | 1,100.00 |
| 0041 | NS-P26-10013 | Incidental Concrete (Bolster Blocks Station 99+63 and 112+99) | 2.8 | CUYD | 475.00 | 1,330.00 | 1,500.00 | 4,200.00 | 325.00 | 910.00 | 1,300.00 | 3,640.00 |
| 0042 | NS-P26-10014 | Cast-in-Place Concrete Catch Basin with Sloped Grate (CB-62)(Modified) | 6 | EACH | 3,230.00 | 19,380.00 | 5,000.00 | 30,000.00 | 4,500.00 | 27,000.00 | 13,000.00 | 78,000.00 |
| 0043 | NS-P26-10015 | Temporary Dams and Rainfall Runoff Storm Water Diversion | 1 | LUMP | 50,000.00 | 50,000.00 | 35,000.00 | 35,000.00 | 8,000.00 | 8,000.00 | 30,000.00 | 30,000.00 |
| CONTRACTOR TOTAL | 3,484,054.60 | 3,646,732.50 | 3,949,076.00 | 3,962,202.50 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 5 - Great Southern Dredging Inc |
- 6 - Cycle Construction Co. L.L.C. |
- 7 - Shavers-Whittle Construction LLC |
- 8 - Bld Services 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 | 152,000.00 | 152,000.00 | 50,000.00 | 50,000.00 | 50,000.00 | 50,000.00 | 156,000.00 | 156,000.00 |
| 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 111,000.00 | 111,000.00 | 150,000.00 | 150,000.00 | 200,000.00 | 200,000.00 | 320,000.00 | 320,000.00 |
| 0003 | 203-03-00100 | Embankment | 1,094 | CUYD | 27.00 | 29,538.00 | 11.00 | 12,034.00 | 20.00 | 21,880.00 | 21.00 | 22,974.00 |
| 0004 | 305-01-04040 | Subgrade Layer (12" Thick) (Stone) | 77 | SQYD | 43.00 | 3,311.00 | 42.00 | 3,234.00 | 22.00 | 1,694.00 | 70.00 | 5,390.00 |
| 0005 | 502-03-00300 | Superpave Asphaltic Concrete (6" Thick) | 63 | SQYD | 110.00 | 6,930.00 | 88.00 | 5,544.00 | 100.00 | 6,300.00 | 100.00 | 6,300.00 |
| 0006 | 701-03-01020 | Storm Drain Pipe (18" RCP/PP) | 81 | LNFT | 93.00 | 7,533.00 | 160.00 | 12,960.00 | 140.00 | 11,340.00 | 40.00 | 3,240.00 |
| 0007 | 701-03-01040 | Storm Drain Pipe (24" RCP/PP) | 18 | LNFT | 192.00 | 3,456.00 | 160.00 | 2,880.00 | 150.00 | 2,700.00 | 60.00 | 1,080.00 |
| 0008 | 701-03-01060 | Storm Drain Pipe (30" RCP/PP) | 60 | LNFT | 146.00 | 8,760.00 | 240.00 | 14,400.00 | 160.00 | 9,600.00 | 90.00 | 5,400.00 |
| 0009 | 701-03-01080 | Storm Drain Pipe (36" RCP/PP) | 40 | LNFT | 160.00 | 6,400.00 | 250.00 | 10,000.00 | 170.00 | 6,800.00 | 115.00 | 4,600.00 |
| 0010 | 701-03-01090 | Storm Drain Pipe (42" RCP/PP) | 30 | LNFT | 198.00 | 5,940.00 | 289.95 | 8,698.50 | 220.00 | 6,600.00 | 120.00 | 3,600.00 |
| 0011 | 702-02-00100 | Manholes (MH-06) | 7 | EACH | 5,250.00 | 36,750.00 | 5,000.00 | 35,000.00 | 5,000.00 | 35,000.00 | 6,000.00 | 42,000.00 |
| 0012 | 704-03-00100 | Blocked Out Guard Rail | 6.25 | LNFT | 400.00 | 2,500.00 | 22.00 | 137.50 | 22.50 | 140.63 | 300.00 | 1,875.00 |
| 0013 | 704-11-00100 | Guard Rail End Treatment (Flared) | 2 | EACH | 1,000.00 | 2,000.00 | 900.00 | 1,800.00 | 900.00 | 1,800.00 | 400.00 | 800.00 |
| 0014 | 710-01-00100 | Flowable Fill | 52 | CUYD | 200.00 | 10,400.00 | 150.00 | 7,800.00 | 300.00 | 15,600.00 | 110.00 | 5,720.00 |
| 0015 | 712-02-00100 | Sacked Concrete Revetment | 42 | SQYD | 120.00 | 5,040.00 | 95.00 | 3,990.00 | 125.00 | 5,250.00 | 50.00 | 2,100.00 |
| 0016 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 21,000.00 | 21,000.00 | 3,000.00 | 3,000.00 | 20,000.00 | 20,000.00 | 12,000.00 | 12,000.00 |
| 0017 | 717-01-00100 | Seeding | 8 | LB | 20.00 | 160.00 | 32.00 | 256.00 | 30.00 | 240.00 | 100.00 | 800.00 |
| 0018 | 718-01-00100 | Fertilizer | 250 | LB | 2.00 | 500.00 | 3.00 | 750.00 | 3.50 | 875.00 | 12.00 | 3,000.00 |
| 0019 | 719-01-01060 | Plants (Tree) (Balled and Burlapped) (2 1/2" cal) Shumard Oak | 19 | EACH | 500.00 | 9,500.00 | 400.00 | 7,600.00 | 500.00 | 9,500.00 | 300.00 | 5,700.00 |
| 0020 | 719-01-01060 | Plants (Tree) (Balled and Burlapped) (2 1/2" cal) Willow Oak | 19 | EACH | 500.00 | 9,500.00 | 400.00 | 7,600.00 | 500.00 | 9,500.00 | 300.00 | 5,700.00 |
| 0021 | 725-01-00100 | Temporary Detour Roads | 208 | SQYD | 60.00 | 12,480.00 | 45.00 | 9,360.00 | 35.00 | 7,280.00 | 70.00 | 14,560.00 |
| 0022 | 726-01-00100 | Bedding Material | 2,525 | CUYD | 85.00 | 214,625.00 | 60.00 | 151,500.00 | 55.00 | 138,875.00 | 72.00 | 181,800.00 |
| 0023 | 727-01-00100 | Mobilization | 1 | LUMP | 65,000.00 | 65,000.00 | 350,000.00 | 350,000.00 | 475,000.00 | 475,000.00 | 200,000.00 | 200,000.00 |
| 0024 | 740-01-00100 | Construction Layout | 1 | LUMP | 42,000.00 | 42,000.00 | 25,000.00 | 25,000.00 | 50,000.00 | 50,000.00 | 27,000.00 | 27,000.00 |
| 0025 | 740-02-00100 | Utility Oversight and Coordination | 1 | LUMP | 6,600.00 | 6,600.00 | 2,500.00 | 2,500.00 | 10,000.00 | 10,000.00 | 21,000.00 | 21,000.00 |
| 0026 | 805-12-22000 | Reinforced Concrete Box Culverts (6' x 6') (Precast) | 2,652 | LNFT | 600.00 | 1,591,200.00 | 762.00 | 2,020,824.00 | 745.00 | 1,975,740.00 | 800.00 | 2,121,600.00 |
| 0027 | NS-P26-10001 | Railroad Box Culverts - BLOCK 1 | 150 | LNFT | 4,300.00 | 645,000.00 | 3,600.00 | 540,000.00 | 4,000.00 | 600,000.00 | 5,300.00 | 795,000.00 |
| 0028 | NS-P26-10002 | Railroad Box Culverts - BLOCK 2 | 100 | LNFT | 4,000.00 | 400,000.00 | 4,800.00 | 480,000.00 | 5,000.00 | 500,000.00 | 5,300.00 | 530,000.00 |
| 0029 | NS-P26-10003 | Railroad Box Culverts - BLOCK 3 | 75 | LNFT | 4,000.00 | 300,000.00 | 4,900.00 | 367,500.00 | 5,000.00 | 375,000.00 | 5,300.00 | 397,500.00 |
| 0030 | NS-P26-10004 | Cast-in-Place Concrete Transition No. 1 (Including Temporary Retaining Structures) | 1 | LUMP | 33,000.00 | 33,000.00 | 34,000.00 | 34,000.00 | 10,000.00 | 10,000.00 | 61,000.00 | 61,000.00 |
| 0031 | NS-P26-10005 | Cast-in-Place Concrete Stilling Basin and Headwall (Including Headwall and T. R. S.) | 1 | LUMP | 46,000.00 | 46,000.00 | 57,000.00 | 57,000.00 | 65,000.00 | 65,000.00 | 77,000.00 | 77,000.00 |
| 0032 | NS-P26-10006 | Drop Inlet with Grate and Frame | 16 | EACH | 1,900.00 | 30,400.00 | 1,500.00 | 24,000.00 | 1,500.00 | 24,000.00 | 3,600.00 | 57,600.00 |
| 0033 | NS-P26-10007 | Access Manhole with Cover and Frame | 2 | EACH | 3,700.00 | 7,400.00 | 2,100.00 | 4,200.00 | 2,500.00 | 5,000.00 | 4,500.00 | 9,000.00 |
| 0034 | NS-P26-10008 | Pile-Supported Cast-in-Place Concrete Junction Box Crossing Existing ATMOS GAS Pipeline | 1 | LUMP | 62,630.00 | 62,630.00 | 75,000.00 | 75,000.00 | 50,000.00 | 50,000.00 | 55,000.00 | 55,000.00 |
| 0035 | NS-P26-10009 | Ditch Embankment and Re-Grading | 300 | LNFT | 10.00 | 3,000.00 | 9.00 | 2,700.00 | 6.00 | 1,800.00 | 30.00 | 9,000.00 |
| 0036 | NS-P26-10010 | Relocation of Sewer Force Main (4 inch) | 1 | LUMP | 6,000.00 | 6,000.00 | 7,500.00 | 7,500.00 | 25,000.00 | 25,000.00 | 4,131.00 | 4,131.00 |
| 0037 | NS-P26-10011 | Relocation of Waterline (12 inch) | 1 | LUMP | 7,200.00 | 7,200.00 | 14,000.00 | 14,000.00 | 75,000.00 | 75,000.00 | 9,800.00 | 9,800.00 |
| 0038 | NS-P26-10012 | Construction Dewatering | 1 | LUMP | 112,000.00 | 112,000.00 | 30,000.00 | 30,000.00 | 25,000.00 | 25,000.00 | 22,000.00 | 22,000.00 |
| 0039 | NS-P26-10013 | Incidental Concrete (Special Curb Sections at Garden of Memories Roadway Station 102+27.06 and 102+48) | 6.8 | CUYD | 500.00 | 3,400.00 | 550.00 | 3,740.00 | 400.00 | 2,720.00 | 300.00 | 2,040.00 |
| 0040 | NS-P26-10013 | Incidental Concrete (Curb Above Railroad Box Culvert Station 96+34) | 1.1 | CUYD | 500.00 | 550.00 | 2,100.00 | 2,310.00 | 1,500.00 | 1,650.00 | 300.00 | 330.00 |
| 0041 | NS-P26-10013 | Incidental Concrete (Bolster Blocks Station 99+63 and 112+99) | 2.8 | CUYD | 500.00 | 1,400.00 | 850.00 | 2,380.00 | 1,300.00 | 3,640.00 | 200.00 | 560.00 |
| 0042 | NS-P26-10014 | Cast-in-Place Concrete Catch Basin with Sloped Grate (CB-62)(Modified) | 6 | EACH | 1,900.00 | 11,400.00 | 7,400.00 | 44,400.00 | 6,000.00 | 36,000.00 | 3,700.00 | 22,200.00 |
| 0043 | NS-P26-10015 | Temporary Dams and Rainfall Runoff Storm Water Diversion | 1 | LUMP | 150,000.00 | 150,000.00 | 8,000.00 | 8,000.00 | 25,000.00 | 25,000.00 | 19,000.00 | 19,000.00 |
| CONTRACTOR TOTAL | 4,183,503.00 | 4,593,598.00 | 4,896,524.63 | 5,245,400.00 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 9 - Archer Western Contractors LLC |
- 10 - Fenton Excavating & Const. Inc. |
- 11 - Hill Brothers Construction Co., Inc |
|||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 201-01-00100 | Clearing and Grubbing | 1 | LUMP | 45,000.00 | 45,000.00 | 199,500.00 | 199,500.00 | 100,000.00 | 100,000.00 |
| 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 112,000.00 | 112,000.00 | 218,764.15 | 218,764.15 | 150,000.00 | 150,000.00 |
| 0003 | 203-03-00100 | Embankment | 1,094 | CUYD | 17.00 | 18,598.00 | 46.90 | 51,308.60 | 10.00 | 10,940.00 |
| 0004 | 305-01-04040 | Subgrade Layer (12" Thick) (Stone) | 77 | SQYD | 17.00 | 1,309.00 | 34.79 | 2,678.83 | 15.00 | 1,155.00 |
| 0005 | 502-03-00300 | Superpave Asphaltic Concrete (6" Thick) | 63 | SQYD | 80.00 | 5,040.00 | 399.00 | 25,137.00 | 100.00 | 6,300.00 |
| 0006 | 701-03-01020 | Storm Drain Pipe (18" RCP/PP) | 81 | LNFT | 210.00 | 17,010.00 | 69.98 | 5,668.38 | 60.00 | 4,860.00 |
| 0007 | 701-03-01040 | Storm Drain Pipe (24" RCP/PP) | 18 | LNFT | 398.00 | 7,164.00 | 78.88 | 1,419.84 | 90.00 | 1,620.00 |
| 0008 | 701-03-01060 | Storm Drain Pipe (30" RCP/PP) | 60 | LNFT | 153.00 | 9,180.00 | 105.35 | 6,321.00 | 100.00 | 6,000.00 |
| 0009 | 701-03-01080 | Storm Drain Pipe (36" RCP/PP) | 40 | LNFT | 218.00 | 8,720.00 | 125.29 | 5,011.60 | 150.00 | 6,000.00 |
| 0010 | 701-03-01090 | Storm Drain Pipe (42" RCP/PP) | 30 | LNFT | 228.00 | 6,840.00 | 143.88 | 4,316.40 | 165.00 | 4,950.00 |
| 0011 | 702-02-00100 | Manholes (MH-06) | 7 | EACH | 4,565.00 | 31,955.00 | 7,693.49 | 53,854.43 | 5,200.00 | 36,400.00 |
| 0012 | 704-03-00100 | Blocked Out Guard Rail | 6.25 | LNFT | 20.00 | 125.00 | 26.60 | 166.25 | 20.00 | 125.00 |
| 0013 | 704-11-00100 | Guard Rail End Treatment (Flared) | 2 | EACH | 800.00 | 1,600.00 | 1,064.00 | 2,128.00 | 800.00 | 1,600.00 |
| 0014 | 710-01-00100 | Flowable Fill | 52 | CUYD | 250.00 | 13,000.00 | 213.85 | 11,120.20 | 150.00 | 7,800.00 |
| 0015 | 712-02-00100 | Sacked Concrete Revetment | 42 | SQYD | 63.00 | 2,646.00 | 177.80 | 7,467.60 | 80.00 | 3,360.00 |
| 0016 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 13,048.00 | 13,048.00 | 13,300.00 | 13,300.00 | 2,700.00 | 2,700.00 |
| 0017 | 717-01-00100 | Seeding | 8 | LB | 1,030.00 | 8,240.00 | 39.90 | 319.20 | 31.00 | 248.00 |
| 0018 | 718-01-00100 | Fertilizer | 250 | LB | 25.00 | 6,250.00 | 5.32 | 1,330.00 | 3.50 | 875.00 |
| 0019 | 719-01-01060 | Plants (Tree) (Balled and Burlapped) (2 1/2" cal) Shumard Oak | 19 | EACH | 395.00 | 7,505.00 | 864.50 | 16,425.50 | 675.00 | 12,825.00 |
| 0020 | 719-01-01060 | Plants (Tree) (Balled and Burlapped) (2 1/2" cal) Willow Oak | 19 | EACH | 405.00 | 7,695.00 | 864.50 | 16,425.50 | 675.00 | 12,825.00 |
| 0021 | 725-01-00100 | Temporary Detour Roads | 208 | SQYD | 20.00 | 4,160.00 | 31.86 | 6,626.88 | 40.00 | 8,320.00 |
| 0022 | 726-01-00100 | Bedding Material | 2,525 | CUYD | 47.00 | 118,675.00 | 73.19 | 184,804.75 | 55.50 | 140,137.50 |
| 0023 | 727-01-00100 | Mobilization | 1 | LUMP | 478,830.00 | 478,830.00 | 965,181.48 | 965,181.48 | 400,000.00 | 400,000.00 |
| 0024 | 740-01-00100 | Construction Layout | 1 | LUMP | 21,000.00 | 21,000.00 | 37,240.00 | 37,240.00 | 125,000.00 | 125,000.00 |
| 0025 | 740-02-00100 | Utility Oversight and Coordination | 1 | LUMP | 21,380.00 | 21,380.00 | 27,300.00 | 27,300.00 | 5,000.00 | 5,000.00 |
| 0026 | 805-12-22000 | Reinforced Concrete Box Culverts (6' x 6') (Precast) | 2,652 | LNFT | 685.00 | 1,816,620.00 | 977.17 | 2,591,454.84 | 1,275.00 | 3,381,300.00 |
| 0027 | NS-P26-10001 | Railroad Box Culverts - BLOCK 1 | 150 | LNFT | 4,868.00 | 730,200.00 | 3,859.43 | 578,914.50 | 6,030.00 | 904,500.00 |
| 0028 | NS-P26-10002 | Railroad Box Culverts - BLOCK 2 | 100 | LNFT | 8,968.00 | 896,800.00 | 6,079.29 | 607,929.00 | 5,700.00 | 570,000.00 |
| 0029 | NS-P26-10003 | Railroad Box Culverts - BLOCK 3 | 75 | LNFT | 9,025.00 | 676,875.00 | 6,222.61 | 466,695.75 | 5,700.00 | 427,500.00 |
| 0030 | NS-P26-10004 | Cast-in-Place Concrete Transition No. 1 (Including Temporary Retaining Structures) | 1 | LUMP | 10,080.00 | 10,080.00 | 39,627.13 | 39,627.13 | 7,000.00 | 7,000.00 |
| 0031 | NS-P26-10005 | Cast-in-Place Concrete Stilling Basin and Headwall (Including Headwall and T. R. S.) | 1 | LUMP | 33,157.00 | 33,157.00 | 34,720.00 | 34,720.00 | 70,000.00 | 70,000.00 |
| 0032 | NS-P26-10006 | Drop Inlet with Grate and Frame | 16 | EACH | 840.00 | 13,440.00 | 7,063.49 | 113,015.84 | 15,000.00 | 240,000.00 |
| 0033 | NS-P26-10007 | Access Manhole with Cover and Frame | 2 | EACH | 1,193.00 | 2,386.00 | 27,132.13 | 54,264.26 | 5,500.00 | 11,000.00 |
| 0034 | NS-P26-10008 | Pile-Supported Cast-in-Place Concrete Junction Box Crossing Existing ATMOS GAS Pipeline | 1 | LUMP | 50,178.00 | 50,178.00 | 343,357.13 | 343,357.13 | 23,000.00 | 23,000.00 |
| 0035 | NS-P26-10009 | Ditch Embankment and Re-Grading | 300 | LNFT | 3.00 | 900.00 | 69.65 | 20,895.00 | 8.00 | 2,400.00 |
| 0036 | NS-P26-10010 | Relocation of Sewer Force Main (4 inch) | 1 | LUMP | 9,675.00 | 9,675.00 | 6,493.10 | 6,493.10 | 6,400.00 | 6,400.00 |
| 0037 | NS-P26-10011 | Relocation of Waterline (12 inch) | 1 | LUMP | 33,723.00 | 33,723.00 | 12,068.02 | 12,068.02 | 12,000.00 | 12,000.00 |
| 0038 | NS-P26-10012 | Construction Dewatering | 1 | LUMP | 75,760.00 | 75,760.00 | 28,000.00 | 28,000.00 | 290,000.00 | 290,000.00 |
| 0039 | NS-P26-10013 | Incidental Concrete (Special Curb Sections at Garden of Memories Roadway Station 102+27.06 and 102+48) | 6.8 | CUYD | 584.00 | 3,971.20 | 420.00 | 2,856.00 | 500.00 | 3,400.00 |
| 0040 | NS-P26-10013 | Incidental Concrete (Curb Above Railroad Box Culvert Station 96+34) | 1.1 | CUYD | 944.00 | 1,038.40 | 2,681.00 | 2,949.10 | 750.00 | 825.00 |
| 0041 | NS-P26-10013 | Incidental Concrete (Bolster Blocks Station 99+63 and 112+99) | 2.8 | CUYD | 473.00 | 1,324.40 | 1,053.50 | 2,949.80 | 800.00 | 2,240.00 |
| 0042 | NS-P26-10014 | Cast-in-Place Concrete Catch Basin with Sloped Grate (CB-62)(Modified) | 6 | EACH | 3,137.00 | 18,822.00 | 19,803.49 | 118,820.94 | 550.00 | 3,300.00 |
| 0043 | NS-P26-10015 | Temporary Dams and Rainfall Runoff Storm Water Diversion | 1 | LUMP | 42,719.00 | 42,719.00 | 43,155.00 | 43,155.00 | 100,000.00 | 100,000.00 |
| CONTRACTOR TOTAL | 5,384,639.00 | 6,931,981.00 | 7,103,905.50 | |||||||