Bid Tabulations
Letting of
05/09/2012
LA DOTD Headquarters
| Lead Project: H.002890.6 | |
| Parish: Iberia | |
| Routes: US 90 | |
| Description: US 90 FRONTAGE ROADS: DARNALL RD. - LA 85 | |
| Type Const: CLEARING AND GRUBBING, COLD PLANING ASPHALTIC CONCRETE, CLASS II BASE COURSE, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, AND RELATED WORK. | |
| Estimated Construction Cost: $6,098,250.15 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 12312 | Gilchrist Construction Co. LLC | $5,812,205.63 |
| 2 | 00481 | Coastal Bridge Co., L.L.C. | $5,988,461.87 |
| 3 | 33663 | Glenn Lege Construction Inc | $6,140,869.92 |
| 4 | 12487 | Diamond B Construction Co., L.L.C. | $6,517,941.10 |
| 5 | 51821 | Elliott Construction, LLC | $6,935,868.31 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Gilchrist Construction Co. LLC |
- 2 - Coastal Bridge Co., L.L.C. |
- 3 - Glenn Lege Construction Inc |
- 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 | 201-01-00100 | Clearing and Grubbing | 1 | LUMP | 40,000.00 | 40,000.00 | 15,000.00 | 15,000.00 | 8,900.00 | 8,900.00 | 100,000.00 | 100,000.00 |
| 0002 | 202-02-02000 | Removal of Asphalt Drives | 442 | SQYD | 15.00 | 6,630.00 | 5.50 | 2,431.00 | 7.00 | 3,094.00 | 31.00 | 13,702.00 |
| 0003 | 202-02-06040 | Removal of Concrete Box Headwall Straight Wings | 3 | EACH | 1,500.00 | 4,500.00 | 860.00 | 2,580.00 | 1,010.00 | 3,030.00 | 900.00 | 2,700.00 |
| 0004 | 202-02-06100 | Removal of Concrete Walks and Drives | 460 | SQYD | 15.00 | 6,900.00 | 5.50 | 2,530.00 | 7.00 | 3,220.00 | 28.00 | 12,880.00 |
| 0005 | 202-02-32100 | Removal of Pipe (Cross Drain) (18" - 48") | 264 | LNFT | 20.00 | 5,280.00 | 13.00 | 3,432.00 | 15.00 | 3,960.00 | 15.00 | 3,960.00 |
| 0006 | 202-02-32120 | Removal of Pipe (Side Drain) (18" - 48") | 2,720 | LNFT | 5.00 | 13,600.00 | 10.00 | 27,200.00 | 5.00 | 13,600.00 | 4.25 | 11,560.00 |
| 0007 | 202-02-32180 | Removal of Pipe Headwalls | 3 | EACH | 1,000.00 | 3,000.00 | 550.00 | 1,650.00 | 635.00 | 1,905.00 | 525.00 | 1,575.00 |
| 0008 | 202-02-32500 | Removal of Portland Cement Concrete Pavement | 2,063 | SQYD | 11.00 | 22,693.00 | 9.00 | 18,567.00 | 7.50 | 15,472.50 | 15.00 | 30,945.00 |
| 0009 | 202-02-38500 | Removal of Surfacing and Stablized Base | 1,981.2 | SQYD | 7.00 | 13,868.40 | 7.50 | 14,859.00 | 7.00 | 13,868.40 | 13.00 | 25,755.60 |
| 0010 | 203-01-00100 | General Excavation | 36,212 | CUYD | 4.00 | 144,848.00 | 8.00 | 289,696.00 | 7.20 | 260,726.40 | 7.85 | 284,264.20 |
| 0011 | 203-02-00100 | Drainage Excavation | 200 | CUYD | 23.00 | 4,600.00 | 20.00 | 4,000.00 | 11.00 | 2,200.00 | 22.00 | 4,400.00 |
| 0012 | 203-03-00100 | Embankment | 36,856 | CUYD | 8.50 | 313,276.00 | 8.00 | 294,848.00 | 12.50 | 460,700.00 | 11.25 | 414,630.00 |
| 0013 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 132 | EACH | 95.00 | 12,540.00 | 105.00 | 13,860.00 | 200.00 | 26,400.00 | 100.00 | 13,200.00 |
| 0014 | 204-06-00100 | Temporary Silt Fencing | 55,180 | LNFT | 1.10 | 60,698.00 | 1.45 | 80,011.00 | 1.50 | 82,770.00 | 1.50 | 82,770.00 |
| 0015 | 302-02-04020 | Class II Base Course (8 1/2" Thick) (Soil Cement) | 70,588.3 | SQYD | 10.50 | 741,177.15 | 11.00 | 776,471.30 | 9.75 | 688,235.93 | 11.00 | 776,471.30 |
| 0016 | 303-01-00200 | In-Place Cement Stabilized Base Course (8 1/2" Thick) | 26,982 | SQYD | 5.50 | 148,401.00 | 5.25 | 141,655.50 | 7.15 | 192,921.30 | 6.75 | 182,128.50 |
| 0017 | 303-02-00100 | Removal of Existing Patches | 25 | SQYD | 20.00 | 500.00 | 15.00 | 375.00 | 70.00 | 1,750.00 | 23.00 | 575.00 |
| 0018 | 305-01-04020 | Subgrade Layer (12" Thick) (Treated) | 72,883 | SQYD | 10.00 | 728,830.00 | 10.00 | 728,830.00 | 10.00 | 728,830.00 | 9.00 | 655,947.00 |
| 0019 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 388 | CUYD | 70.00 | 27,160.00 | 35.00 | 13,580.00 | 30.00 | 11,640.00 | 71.00 | 27,548.00 |
| 0020 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 1,331 | CUYD | 23.00 | 30,613.00 | 35.00 | 46,585.00 | 75.00 | 99,825.00 | 25.00 | 33,275.00 |
| 0021 | 502-01-00100 | Superpave Asphaltic Concrete | 17,725.5 | TON | 90.00 | 1,595,295.00 | 81.00 | 1,435,765.50 | 77.00 | 1,364,863.50 | 89.00 | 1,577,569.50 |
| 0022 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 542.8 | TON | 170.00 | 92,276.00 | 145.00 | 78,706.00 | 106.00 | 57,536.80 | 170.00 | 92,276.00 |
| 0023 | 509-01-00100 | Cold Planing Asphaltic Pavement | 15,305 | SQYD | 0.60 | 9,183.00 | 1.20 | 18,366.00 | 1.25 | 19,131.25 | 2.00 | 30,610.00 |
| 0024 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -1,115 | CUYD | 2.00 | -2,230.00 | 0.10 | -111.50 | 0.10 | -111.50 | 0.10 | -111.50 |
| 0025 | 701-02-01000 | Cross Drain Pipe Arch (24" Equiv. RCPA) | 232 | LNFT | 78.00 | 18,096.00 | 84.00 | 19,488.00 | 86.00 | 19,952.00 | 80.00 | 18,560.00 |
| 0026 | 701-02-01020 | Cross Drain Pipe Arch (30" Equiv. RCPA) | 344 | LNFT | 92.00 | 31,648.00 | 75.00 | 25,800.00 | 78.00 | 26,832.00 | 72.00 | 24,768.00 |
| 0027 | 701-02-01040 | Cross Drain Pipe Arch (36" Equiv. RCPA) | 192 | LNFT | 120.00 | 23,040.00 | 125.00 | 24,000.00 | 127.00 | 24,384.00 | 120.00 | 23,040.00 |
| 0028 | 701-02-01060 | Cross Drain Pipe Arch (42" Equiv. RCPA) | 412 | LNFT | 145.00 | 59,740.00 | 145.00 | 59,740.00 | 150.00 | 61,800.00 | 140.00 | 57,680.00 |
| 0029 | 701-02-01080 | Cross Drain Pipe Arch (48" Equiv. RCPA) | 212 | LNFT | 185.00 | 39,220.00 | 185.00 | 39,220.00 | 192.00 | 40,704.00 | 180.00 | 38,160.00 |
| 0030 | 701-02-01100 | Cross Drain Pipe Arch (54" Equiv. RCPA) | 116 | LNFT | 190.00 | 22,040.00 | 225.00 | 26,100.00 | 230.00 | 26,680.00 | 215.00 | 24,940.00 |
| 0031 | 701-05-01040 | Side Drain Pipe (18" RCP/PP/CMP) | 448 | LNFT | 50.00 | 22,400.00 | 38.00 | 17,024.00 | 40.00 | 17,920.00 | 40.00 | 17,920.00 |
| 0032 | 701-05-01060 | Side Drain Pipe (24" RCP/PP/CMP) | 1,218 | LNFT | 60.00 | 73,080.00 | 55.00 | 66,990.00 | 57.00 | 69,426.00 | 55.00 | 66,990.00 |
| 0033 | 701-05-01100 | Side Drain Pipe (36" RCP/PP/CMP) | 32 | LNFT | 150.00 | 4,800.00 | 93.00 | 2,976.00 | 95.00 | 3,040.00 | 90.00 | 2,880.00 |
| 0034 | 701-05-02060 | Side Drain Pipe (Erosion) (24" PP/CMP) | 604 | LNFT | 55.00 | 33,220.00 | 54.00 | 32,616.00 | 56.00 | 33,824.00 | 53.00 | 32,012.00 |
| 0035 | 701-06-01020 | Side Drain Pipe Arch (18" Equiv. RCPA/CMPA) | 1,020 | LNFT | 56.00 | 57,120.00 | 50.00 | 51,000.00 | 53.00 | 54,060.00 | 80.00 | 81,600.00 |
| 0036 | 701-06-01040 | Side Drain Pipe Arch (24" Equiv. RCPA/CMPA) | 646 | LNFT | 75.00 | 48,450.00 | 65.00 | 41,990.00 | 67.00 | 43,282.00 | 62.00 | 40,052.00 |
| 0037 | 701-06-01060 | Side Drain Pipe Arch (30" Equiv. RCPA/CMPA) | 66 | LNFT | 108.00 | 7,128.00 | 115.00 | 7,590.00 | 120.00 | 7,920.00 | 115.00 | 7,590.00 |
| 0038 | 701-06-01100 | Side Drain Pipe Arch (42" Equiv. RCPA/CMPA) | 40 | LNFT | 155.00 | 6,200.00 | 135.00 | 5,400.00 | 140.00 | 5,600.00 | 130.00 | 5,200.00 |
| 0039 | 701-06-02040 | Side Drain Pipe Arch (Erosion) (24" CMPA) | 224 | LNFT | 75.00 | 16,800.00 | 36.00 | 8,064.00 | 38.00 | 8,512.00 | 36.00 | 8,064.00 |
| 0040 | 701-14-00100 | Cleaning Existing Pipes | 3,766 | LNFT | 2.50 | 9,415.00 | 9.00 | 33,894.00 | 10.00 | 37,660.00 | 9.00 | 33,894.00 |
| 0041 | 702-02-00100 | Manholes (MH-06) | 7 | EACH | 4,400.00 | 30,800.00 | 4,400.00 | 30,800.00 | 4,527.00 | 31,689.00 | 6,800.00 | 47,600.00 |
| 0042 | 702-02-00300 | Manholes (R-CB-11 MOD) | 4 | EACH | 3,700.00 | 14,800.00 | 9,500.00 | 38,000.00 | 9,820.00 | 39,280.00 | 12,000.00 | 48,000.00 |
| 0043 | 702-03-00100 | Catch Basins (CB-01) | 2 | EACH | 2,300.00 | 4,600.00 | 2,200.00 | 4,400.00 | 2,240.00 | 4,480.00 | 2,100.00 | 4,200.00 |
| 0044 | 702-03-00200 | Catch Basins (CB-02) | 4 | EACH | 4,300.00 | 17,200.00 | 2,400.00 | 9,600.00 | 2,432.00 | 9,728.00 | 2,400.00 | 9,600.00 |
| 0045 | 702-08-00100 | Side Drain Safety End (Type I) | 59 | EACH | 1,400.00 | 82,600.00 | 1,250.00 | 73,750.00 | 1,310.00 | 77,290.00 | 1,250.00 | 73,750.00 |
| 0046 | 702-08-00200 | Side Drain Safety End (Type 2) | 17 | EACH | 3,000.00 | 51,000.00 | 3,200.00 | 54,400.00 | 3,310.00 | 56,270.00 | 3,100.00 | 52,700.00 |
| 0047 | 702-08-00300 | Side Drain Safety End (Type 3) | 1 | EACH | 6,300.00 | 6,300.00 | 6,500.00 | 6,500.00 | 6,672.00 | 6,672.00 | 6,500.00 | 6,500.00 |
| 0048 | 706-02-00200 | Concrete Drive (6" Thick) | 295 | SQYD | 70.00 | 20,650.00 | 50.00 | 14,750.00 | 50.00 | 14,750.00 | 135.00 | 39,825.00 |
| 0049 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 45,000.00 | 45,000.00 | 25,000.00 | 25,000.00 | 200,000.00 | 200,000.00 | 79,000.00 | 79,000.00 |
| 0050 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 7.896 | MILE | 235.00 | 1,855.56 | 150.00 | 1,184.40 | 725.00 | 5,724.60 | 175.00 | 1,381.80 |
| 0051 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 3.869 | MILE | 280.00 | 1,083.32 | 315.00 | 1,218.74 | 336.00 | 1,299.98 | 250.00 | 967.25 |
| 0052 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 11.717 | MILE | 335.00 | 3,925.20 | 425.00 | 4,979.73 | 445.00 | 5,214.07 | 300.00 | 3,515.10 |
| 0053 | 722-02-00100 | Project Site Laboratory (Equipped) | 1 | EACH | 3,000.00 | 3,000.00 | 5,300.00 | 5,300.00 | 9,595.00 | 9,595.00 | 13,000.00 | 13,000.00 |
| 0054 | 726-01-00100 | Bedding Material | 1,227 | CUYD | 75.00 | 92,025.00 | 80.00 | 98,160.00 | 84.00 | 103,068.00 | 150.00 | 184,050.00 |
| 0055 | 727-01-00100 | Mobilization | 1 | LUMP | 400,000.00 | 400,000.00 | 550,000.00 | 550,000.00 | 242,000.00 | 242,000.00 | 430,000.00 | 430,000.00 |
| 0056 | 729-14-00100 | Delineator Assembly (Ground Mounted) | 374 | EACH | 40.00 | 14,960.00 | 46.00 | 17,204.00 | 50.00 | 18,700.00 | 48.00 | 17,952.00 |
| 0057 | 729-16-00200 | Object Marker Assembly (Type 2) | 102 | EACH | 55.00 | 5,610.00 | 51.00 | 5,202.00 | 56.00 | 5,712.00 | 55.00 | 5,610.00 |
| 0058 | 731-02-00100 | Reflectorized Raised Pavement Markers | 688 | EACH | 5.30 | 3,646.40 | 5.50 | 3,784.00 | 5.85 | 4,024.80 | 5.00 | 3,440.00 |
| 0059 | 732-01-02080 | Plastic Pavement Striping (24" Width) (Thermoplastic 125 mil) | 48 | LNFT | 9.00 | 432.00 | 5.25 | 252.00 | 5.60 | 268.80 | 9.00 | 432.00 |
| 0060 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 11.717 | MILE | 2,700.00 | 31,635.90 | 2,600.00 | 30,464.20 | 2,820.00 | 33,041.94 | 2,700.00 | 31,635.90 |
| 0061 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 3.869 | MILE | 800.00 | 3,095.20 | 900.00 | 3,482.10 | 950.00 | 3,675.55 | 750.00 | 2,901.75 |
| 0062 | 735-01-00100 | Mailboxes | 24 | EACH | 15.00 | 360.00 | 1.05 | 25.20 | 11.00 | 264.00 | 10.00 | 240.00 |
| 0063 | 735-02-00100 | Mailbox Supports (Single) | 14 | EACH | 125.00 | 1,750.00 | 125.00 | 1,750.00 | 135.00 | 1,890.00 | 120.00 | 1,680.00 |
| 0064 | 735-03-00100 | Mailbox Supports (Double) | 5 | EACH | 160.00 | 800.00 | 400.00 | 2,000.00 | 200.00 | 1,000.00 | 190.00 | 950.00 |
| 0065 | 739-01-00100 | Hydro-Seeding | 35.01 | ACRE | 1,200.00 | 42,012.00 | 1,100.00 | 38,511.00 | 1,400.00 | 49,014.00 | 1,100.00 | 38,511.00 |
| 0066 | 740-01-00100 | Construction Layout | 1 | LUMP | 25,000.00 | 25,000.00 | 70,000.00 | 70,000.00 | 60,600.00 | 60,600.00 | 60,000.00 | 60,000.00 |
| 0067 | 805-01-00200 | Class A Concrete (Pipe Headwalls) | 205.22 | CUYD | 1,150.00 | 236,003.00 | 1,350.00 | 277,047.00 | 1,420.00 | 291,412.40 | 1,400.00 | 287,308.00 |
| 0068 | 805-01-00300 | Class A Concrete (Box Culvert Headwalls) | 22.72 | CUYD | 1,150.00 | 26,128.00 | 1,600.00 | 36,352.00 | 1,640.00 | 37,260.80 | 1,600.00 | 36,352.00 |
| 0069 | 805-12-01000 | Reinforced Concrete Box Culverts (4' x 4') | 114 | LNFT | 430.00 | 49,020.00 | 300.00 | 34,200.00 | 306.00 | 34,884.00 | 300.00 | 34,200.00 |
| 0070 | 805-12-34040 | Reinforced Concrete Box Culverts (7' x 5') (Extension) | 60 | LNFT | 1,000.00 | 60,000.00 | 550.00 | 33,000.00 | 568.00 | 34,080.00 | 550.00 | 33,000.00 |
| 0071 | 806-01-00100 | Deformed Reinforcing Steel | 13,562 | LB | 1.25 | 16,952.50 | 1.15 | 15,596.30 | 1.20 | 16,274.40 | 1.25 | 16,952.50 |
| 0072 | NS-600-00220 | Saw Cutting Portland Cement Concrete Pavement | 642 | INLF | 3.00 | 1,926.00 | 1.20 | 770.40 | 1.00 | 642.00 | 1.10 | 706.20 |
| 0073 | NS-DEV-60304 | NS Roller Intelligent Compaction Monitoring (RICM) Subgrade and Base | 1 | LUMP | 15,000.00 | 15,000.00 | 19,000.00 | 19,000.00 | 95,000.00 | 95,000.00 | 50,000.00 | 50,000.00 |
| 0074 | NS-DEV-60305 | NS Roller Intelligent Compaction Monitoring Asphalt | 1 | LUMP | 7,000.00 | 7,000.00 | 9,000.00 | 9,000.00 | 100,000.00 | 100,000.00 | 40,000.00 | 40,000.00 |
| CONTRACTOR TOTAL | 5,812,205.63 | 5,988,461.87 | 6,140,869.92 | 6,517,941.10 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 5 - Elliott Construction, LLC |
|
| Unit Price | Total Amount |
|||||
| 0001 | 201-01-00100 | Clearing and Grubbing | 1 | LUMP | 150,000.00 | 150,000.00 |
| 0002 | 202-02-02000 | Removal of Asphalt Drives | 442 | SQYD | 18.00 | 7,956.00 |
| 0003 | 202-02-06040 | Removal of Concrete Box Headwall Straight Wings | 3 | EACH | 500.00 | 1,500.00 |
| 0004 | 202-02-06100 | Removal of Concrete Walks and Drives | 460 | SQYD | 15.00 | 6,900.00 |
| 0005 | 202-02-32100 | Removal of Pipe (Cross Drain) (18" - 48") | 264 | LNFT | 12.00 | 3,168.00 |
| 0006 | 202-02-32120 | Removal of Pipe (Side Drain) (18" - 48") | 2,720 | LNFT | 12.00 | 32,640.00 |
| 0007 | 202-02-32180 | Removal of Pipe Headwalls | 3 | EACH | 1,100.00 | 3,300.00 |
| 0008 | 202-02-32500 | Removal of Portland Cement Concrete Pavement | 2,063 | SQYD | 15.00 | 30,945.00 |
| 0009 | 202-02-38500 | Removal of Surfacing and Stablized Base | 1,981.2 | SQYD | 9.00 | 17,830.80 |
| 0010 | 203-01-00100 | General Excavation | 36,212 | CUYD | 7.75 | 280,643.00 |
| 0011 | 203-02-00100 | Drainage Excavation | 200 | CUYD | 20.00 | 4,000.00 |
| 0012 | 203-03-00100 | Embankment | 36,856 | CUYD | 6.00 | 221,136.00 |
| 0013 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 132 | EACH | 132.25 | 17,457.00 |
| 0014 | 204-06-00100 | Temporary Silt Fencing | 55,180 | LNFT | 1.38 | 76,148.40 |
| 0015 | 302-02-04020 | Class II Base Course (8 1/2" Thick) (Soil Cement) | 70,588.3 | SQYD | 10.25 | 723,530.08 |
| 0016 | 303-01-00200 | In-Place Cement Stabilized Base Course (8 1/2" Thick) | 26,982 | SQYD | 6.50 | 175,383.00 |
| 0017 | 303-02-00100 | Removal of Existing Patches | 25 | SQYD | 60.00 | 1,500.00 |
| 0018 | 305-01-04020 | Subgrade Layer (12" Thick) (Treated) | 72,883 | SQYD | 12.25 | 892,816.75 |
| 0019 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 388 | CUYD | 25.00 | 9,700.00 |
| 0020 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 1,331 | CUYD | 87.25 | 116,129.75 |
| 0021 | 502-01-00100 | Superpave Asphaltic Concrete | 17,725.5 | TON | 105.00 | 1,861,177.50 |
| 0022 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 542.8 | TON | 150.00 | 81,420.00 |
| 0023 | 509-01-00100 | Cold Planing Asphaltic Pavement | 15,305 | SQYD | 1.50 | 22,957.50 |
| 0024 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -1,115 | CUYD | 0.01 | -11.15 |
| 0025 | 701-02-01000 | Cross Drain Pipe Arch (24" Equiv. RCPA) | 232 | LNFT | 95.00 | 22,040.00 |
| 0026 | 701-02-01020 | Cross Drain Pipe Arch (30" Equiv. RCPA) | 344 | LNFT | 105.00 | 36,120.00 |
| 0027 | 701-02-01040 | Cross Drain Pipe Arch (36" Equiv. RCPA) | 192 | LNFT | 135.00 | 25,920.00 |
| 0028 | 701-02-01060 | Cross Drain Pipe Arch (42" Equiv. RCPA) | 412 | LNFT | 175.00 | 72,100.00 |
| 0029 | 701-02-01080 | Cross Drain Pipe Arch (48" Equiv. RCPA) | 212 | LNFT | 225.00 | 47,700.00 |
| 0030 | 701-02-01100 | Cross Drain Pipe Arch (54" Equiv. RCPA) | 116 | LNFT | 250.00 | 29,000.00 |
| 0031 | 701-05-01040 | Side Drain Pipe (18" RCP/PP/CMP) | 448 | LNFT | 45.00 | 20,160.00 |
| 0032 | 701-05-01060 | Side Drain Pipe (24" RCP/PP/CMP) | 1,218 | LNFT | 55.00 | 66,990.00 |
| 0033 | 701-05-01100 | Side Drain Pipe (36" RCP/PP/CMP) | 32 | LNFT | 85.00 | 2,720.00 |
| 0034 | 701-05-02060 | Side Drain Pipe (Erosion) (24" PP/CMP) | 604 | LNFT | 56.44 | 34,089.76 |
| 0035 | 701-06-01020 | Side Drain Pipe Arch (18" Equiv. RCPA/CMPA) | 1,020 | LNFT | 55.00 | 56,100.00 |
| 0036 | 701-06-01040 | Side Drain Pipe Arch (24" Equiv. RCPA/CMPA) | 646 | LNFT | 65.00 | 41,990.00 |
| 0037 | 701-06-01060 | Side Drain Pipe Arch (30" Equiv. RCPA/CMPA) | 66 | LNFT | 105.00 | 6,930.00 |
| 0038 | 701-06-01100 | Side Drain Pipe Arch (42" Equiv. RCPA/CMPA) | 40 | LNFT | 155.00 | 6,200.00 |
| 0039 | 701-06-02040 | Side Drain Pipe Arch (Erosion) (24" CMPA) | 224 | LNFT | 75.00 | 16,800.00 |
| 0040 | 701-14-00100 | Cleaning Existing Pipes | 3,766 | LNFT | 5.00 | 18,830.00 |
| 0041 | 702-02-00100 | Manholes (MH-06) | 7 | EACH | 5,900.00 | 41,300.00 |
| 0042 | 702-02-00300 | Manholes (R-CB-11 MOD) | 4 | EACH | 5,200.00 | 20,800.00 |
| 0043 | 702-03-00100 | Catch Basins (CB-01) | 2 | EACH | 3,000.00 | 6,000.00 |
| 0044 | 702-03-00200 | Catch Basins (CB-02) | 4 | EACH | 4,500.00 | 18,000.00 |
| 0045 | 702-08-00100 | Side Drain Safety End (Type I) | 59 | EACH | 1,200.00 | 70,800.00 |
| 0046 | 702-08-00200 | Side Drain Safety End (Type 2) | 17 | EACH | 2,600.00 | 44,200.00 |
| 0047 | 702-08-00300 | Side Drain Safety End (Type 3) | 1 | EACH | 6,250.00 | 6,250.00 |
| 0048 | 706-02-00200 | Concrete Drive (6" Thick) | 295 | SQYD | 65.00 | 19,175.00 |
| 0049 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 125,000.00 | 125,000.00 |
| 0050 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 7.896 | MILE | 450.00 | 3,553.20 |
| 0051 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 3.869 | MILE | 345.00 | 1,334.81 |
| 0052 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 11.717 | MILE | 460.00 | 5,389.82 |
| 0053 | 722-02-00100 | Project Site Laboratory (Equipped) | 1 | EACH | 12,420.00 | 12,420.00 |
| 0054 | 726-01-00100 | Bedding Material | 1,227 | CUYD | 94.00 | 115,338.00 |
| 0055 | 727-01-00100 | Mobilization | 1 | LUMP | 500,000.00 | 500,000.00 |
| 0056 | 729-14-00100 | Delineator Assembly (Ground Mounted) | 374 | EACH | 52.00 | 19,448.00 |
| 0057 | 729-16-00200 | Object Marker Assembly (Type 2) | 102 | EACH | 87.00 | 8,874.00 |
| 0058 | 731-02-00100 | Reflectorized Raised Pavement Markers | 688 | EACH | 6.00 | 4,128.00 |
| 0059 | 732-01-02080 | Plastic Pavement Striping (24" Width) (Thermoplastic 125 mil) | 48 | LNFT | 5.75 | 276.00 |
| 0060 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 11.717 | MILE | 2,875.00 | 33,686.38 |
| 0061 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 3.869 | MILE | 978.00 | 3,783.88 |
| 0062 | 735-01-00100 | Mailboxes | 24 | EACH | 1.15 | 27.60 |
| 0063 | 735-02-00100 | Mailbox Supports (Single) | 14 | EACH | 138.00 | 1,932.00 |
| 0064 | 735-03-00100 | Mailbox Supports (Double) | 5 | EACH | 202.00 | 1,010.00 |
| 0065 | 739-01-00100 | Hydro-Seeding | 35.01 | ACRE | 1,323.00 | 46,318.23 |
| 0066 | 740-01-00100 | Construction Layout | 1 | LUMP | 125,000.00 | 125,000.00 |
| 0067 | 805-01-00200 | Class A Concrete (Pipe Headwalls) | 205.22 | CUYD | 750.00 | 153,915.00 |
| 0068 | 805-01-00300 | Class A Concrete (Box Culvert Headwalls) | 22.72 | CUYD | 1,200.00 | 27,264.00 |
| 0069 | 805-12-01000 | Reinforced Concrete Box Culverts (4' x 4') | 114 | LNFT | 400.00 | 45,600.00 |
| 0070 | 805-12-34040 | Reinforced Concrete Box Culverts (7' x 5') (Extension) | 60 | LNFT | 775.00 | 46,500.00 |
| 0071 | 806-01-00100 | Deformed Reinforcing Steel | 13,562 | LB | 1.50 | 20,343.00 |
| 0072 | NS-600-00220 | Saw Cutting Portland Cement Concrete Pavement | 642 | INLF | 2.00 | 1,284.00 |
| 0073 | NS-DEV-60304 | NS Roller Intelligent Compaction Monitoring (RICM) Subgrade and Base | 1 | LUMP | 85,000.00 | 85,000.00 |
| 0074 | NS-DEV-60305 | NS Roller Intelligent Compaction Monitoring Asphalt | 1 | LUMP | 80,000.00 | 80,000.00 |
| CONTRACTOR TOTAL | 6,935,868.31 | |||||