Bid Tabulations
Letting of
10/10/2012
LA DOTD Headquarters
| Lead Project: H.000794.6 | |
| Parish: Grant | |
| Routes: US 167 | |
| Description: STATE ROUTE IN DRY PRONG | |
| Type Const: CLEARING AND GRUBBING, DRAINAGE STRUCTURES, COLD PLANING ASPHALTIC CONCRETE, CLASS II BASE COURSE, LIME TREATMENT, PAVEMENT WIDENING, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, CONCRETE SLAB SPAN BRIDGE AND RELATED WORK | |
| Estimated Construction Cost: $10,061,662.38 | |
| 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 | 39462 | Jb James Construction Llc | $9,798,290.28 | 365 | $10,893,290.28 |
| 2 | 12312 | Gilchrist Construction Co. LLC | $9,756,971.38 | 400 | $10,956,971.38 |
| 3 | 50078 | Fenton Excavating & Const. Inc. | $11,158,725.45 | 360 | $12,238,725.45 |
| 4 | 34567 | James Construction Group LLC | $13,034,780.58 | 630 | $14,924,780.58 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Jb James Construction Llc |
- 2 - Gilchrist Construction Co. LLC |
- 3 - Fenton Excavating & Const. Inc. |
- 4 - James Construction Group 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 | 400,000.00 | 400,000.00 | 200,000.00 | 200,000.00 | 184,217.30 | 184,217.30 | 755,000.00 | 755,000.00 |
| 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 30,000.00 | 30,000.00 | 25,000.00 | 25,000.00 | 27,075.00 | 27,075.00 | 40,000.00 | 40,000.00 |
| 0003 | 202-02-00010 | Removal of Brick Columns (Lt. of Sta. 1653+20) | 4 | EACH | 50.00 | 200.00 | 90.00 | 360.00 | 1,299.60 | 5,198.40 | 125.00 | 500.00 |
| 0004 | 202-02-05000 | Removal of Building (Sta. 1626+70 20' Rt., 30'x 55' Cinder Block)(Store) | 1 | EACH | 100.00 | 100.00 | 1,500.00 | 1,500.00 | 12,996.00 | 12,996.00 | 2,000.00 | 2,000.00 |
| 0005 | 202-02-05000 | Removal of Building (Sta. 1612+95 55' Lt.) (Canopy & Island) | 1 | EACH | 100.00 | 100.00 | 1,500.00 | 1,500.00 | 1,083.00 | 1,083.00 | 800.00 | 800.00 |
| 0006 | 202-02-05000 | Removal of Building (Sta. 1608+45 70' Lt., 35'x 55' Brick Venier)(House) | 1 | EACH | 100.00 | 100.00 | 1,500.00 | 1,500.00 | 16,245.00 | 16,245.00 | 2,000.00 | 2,000.00 |
| 0007 | 202-02-05000 | Removal of Building (Sta. 1621+75 55' Lt., 35'x 75' Brick Venier)(Office) | 1 | EACH | 100.00 | 100.00 | 1,500.00 | 1,500.00 | 5,415.00 | 5,415.00 | 2,000.00 | 2,000.00 |
| 0009 | 202-02-05000 | Removal of Building (Sta. 1617+98 35' Lt., 20'x 20' Wood Frame)(Store) | 1 | EACH | 100.00 | 100.00 | 1,500.00 | 1,500.00 | 108.30 | 108.30 | 2,000.00 | 2,000.00 |
| 0010 | 202-02-05000 | Removal of Building (Sta. 1604+90 50' Lt., 50'x 30' Metal Building)(White Tail Taxidermy) | 1 | EACH | 100.00 | 100.00 | 1,500.00 | 1,500.00 | 8,122.50 | 8,122.50 | 2,000.00 | 2,000.00 |
| 0011 | 202-02-05000 | Removal of Building (Sta. 1610+90 60' Lt., 28'x 35' Wood Frame)(Bank) | 1 | EACH | 100.00 | 100.00 | 1,500.00 | 1,500.00 | 9,205.50 | 9,205.50 | 2,000.00 | 2,000.00 |
| 0012 | 202-02-05000 | Removal of Building (Sta. 1617+55 40' Lt., 32'x 50' Wood Frame)(Store) | 1 | EACH | 100.00 | 100.00 | 1,500.00 | 1,500.00 | 108.30 | 108.30 | 2,000.00 | 2,000.00 |
| 0013 | 202-02-06020 | Removal of Concrete Box Culverts (Sta. 1614+60 - 4'x 2'x 42') | 1 | EACH | 100.00 | 100.00 | 2,500.00 | 2,500.00 | 3,881.70 | 3,881.70 | 3,000.00 | 3,000.00 |
| 0014 | 202-02-06020 | Removal of Concrete Box Culverts (Sta. 1611+89 - 2'x 3'x 85') | 1 | EACH | 100.00 | 100.00 | 2,500.00 | 2,500.00 | 7,182.00 | 7,182.00 | 3,000.00 | 3,000.00 |
| 0015 | 202-02-06020 | Removal of Concrete Box Culverts (Sta. 1611+50 - 2'x 2'x 85') | 1 | EACH | 100.00 | 100.00 | 2,500.00 | 2,500.00 | 7,153.50 | 7,153.50 | 3,000.00 | 3,000.00 |
| 0016 | 202-02-06020 | Removal of Concrete Box Culverts (Sta. 1618+38 - 4'x 2'x 42') | 1 | EACH | 100.00 | 100.00 | 2,500.00 | 2,500.00 | 3,881.70 | 3,881.70 | 3,000.00 | 3,000.00 |
| 0017 | 202-02-06020 | Removal of Concrete Box Culverts (Sta. 1634+65 - 2'x 2'x 50') | 1 | EACH | 100.00 | 100.00 | 2,500.00 | 2,500.00 | 3,876.00 | 3,876.00 | 3,000.00 | 3,000.00 |
| 0018 | 202-02-06020 | Removal of Concrete Box Culverts (Sta. 1641+77 - 4'x 4'x 47') | 1 | EACH | 100.00 | 100.00 | 2,500.00 | 2,500.00 | 7,159.20 | 7,159.20 | 3,000.00 | 3,000.00 |
| 0019 | 202-02-06020 | Removal of Concrete Box Culverts (Sta. 1668+62 - 2'x 3'x 45') | 1 | EACH | 100.00 | 100.00 | 2,500.00 | 2,500.00 | 3,876.00 | 3,876.00 | 3,000.00 | 3,000.00 |
| 0020 | 202-02-06040 | Removal of Concrete Box Headwall (Sta. 1641+77 Lt. & Rt., 4'x 4') | 2 | EACH | 100.00 | 200.00 | 1,500.00 | 3,000.00 | 3,135.00 | 6,270.00 | 1,500.00 | 3,000.00 |
| 0021 | 202-02-06040 | Removal of Concrete Box Headwall (Sta. 1611+50 Lt., 2'x 2') | 1 | EACH | 100.00 | 100.00 | 1,500.00 | 1,500.00 | 2,337.00 | 2,337.00 | 1,500.00 | 1,500.00 |
| 0022 | 202-02-06040 | Removal of Concrete Box Headwall (Sta. 1611+84 Lt., 2'x 3') | 1 | EACH | 100.00 | 100.00 | 1,500.00 | 1,500.00 | 2,337.00 | 2,337.00 | 1,500.00 | 1,500.00 |
| 0023 | 202-02-06040 | Removal of Concrete Box Headwall (Sta. 1648+62 Lt. & Rt., 2'x 3') | 2 | EACH | 100.00 | 200.00 | 1,500.00 | 3,000.00 | 2,337.00 | 4,674.00 | 1,500.00 | 3,000.00 |
| 0024 | 202-02-06080 | Removal of Concrete Combination Curb and Gutter | 180 | LNFT | 5.00 | 900.00 | 10.00 | 1,800.00 | 6.54 | 1,177.20 | 15.00 | 2,700.00 |
| 0025 | 202-02-06100 | Removal of Concrete Walks and Drives | 1,798 | SQYD | 4.00 | 7,192.00 | 6.00 | 10,788.00 | 5.89 | 10,590.22 | 7.00 | 12,586.00 |
| 0026 | 202-02-12020 | Removal of Fence (Chain Link) | 1,801 | LNFT | 3.00 | 5,403.00 | 4.00 | 7,204.00 | 3.79 | 6,825.79 | 5.00 | 9,005.00 |
| 0027 | 202-02-14500 | Removal of Guard Rail | 488 | LNFT | 4.00 | 1,952.00 | 7.00 | 3,416.00 | 10.83 | 5,285.04 | 3.50 | 1,708.00 |
| 0028 | 202-02-32000 | Removal of Paved Ditches | 206 | SQYD | 5.00 | 1,030.00 | 10.00 | 2,060.00 | 10.09 | 2,078.54 | 6.00 | 1,236.00 |
| 0029 | 202-02-32500 | Removal of Portland Cement Concrete Pavement | 21,502 | SQYD | 5.50 | 118,261.00 | 5.00 | 107,510.00 | 5.75 | 123,636.50 | 2.00 | 43,004.00 |
| 0030 | 202-02-38500 | Removal of Surfacing and Stablized Base | 1,554 | SQYD | 5.00 | 7,770.00 | 4.90 | 7,614.60 | 8.23 | 12,789.42 | 3.50 | 5,439.00 |
| 0031 | 202-02-42000 | Removal of Underground Storage Tank | 4 | EACH | 5,000.00 | 20,000.00 | 10,000.00 | 40,000.00 | 8,288.53 | 33,154.12 | 9,500.00 | 38,000.00 |
| 0032 | 202-03-00010 | Relocation Generator and Shed @ Sta. 1668+85 Lt. | 1 | EACH | 5,000.00 | 5,000.00 | 20,000.00 | 20,000.00 | 16,245.00 | 16,245.00 | 25,000.00 | 25,000.00 |
| 0033 | 202-03-38000 | Relocation of Sign & Flower Bed @ Sta. 1619+23 - 40' Lt. | 1 | EACH | 500.00 | 500.00 | 2,500.00 | 2,500.00 | 2,707.50 | 2,707.50 | 2,000.00 | 2,000.00 |
| 0034 | 202-05-00100 | Excavation, Disposal and Backfilling of Contaminated Soil | 2,000 | CUYD | 90.00 | 180,000.00 | 99.00 | 198,000.00 | 15.96 | 31,920.00 | 75.00 | 150,000.00 |
| 0035 | 203-01-00100 | General Excavation | 73,372 | CUYD | 4.00 | 293,488.00 | 5.00 | 366,860.00 | 13.08 | 959,705.76 | 4.50 | 330,174.00 |
| 0036 | 203-02-00100 | Drainage Excavation | 91 | CUYD | 50.00 | 4,550.00 | 13.00 | 1,183.00 | 29.07 | 2,645.37 | 14.00 | 1,274.00 |
| 0037 | 203-03-00100 | Embankment | 55,874 | CUYD | 8.00 | 446,992.00 | 7.00 | 391,118.00 | 7.11 | 397,264.14 | 9.00 | 502,866.00 |
| 0038 | 204-02-00100 | Temporary Hay or Straw Bales | 574 | EACH | 7.00 | 4,018.00 | 13.50 | 7,749.00 | 22.49 | 12,909.26 | 10.00 | 5,740.00 |
| 0039 | 204-03-00100 | Temporary Slope Drains | 110 | LNFT | 15.00 | 1,650.00 | 24.00 | 2,640.00 | 28.50 | 3,135.00 | 18.00 | 1,980.00 |
| 0040 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 63 | EACH | 100.00 | 6,300.00 | 250.00 | 15,750.00 | 266.48 | 16,788.24 | 140.00 | 8,820.00 |
| 0041 | 204-05-00200 | Temporary Sediment Check Dams (Stone) | 1 | EACH | 250.00 | 250.00 | 480.00 | 480.00 | 171.00 | 171.00 | 300.00 | 300.00 |
| 0042 | 204-06-00100 | Temporary Silt Fencing | 22,000 | LNFT | 2.50 | 55,000.00 | 1.45 | 31,900.00 | 1.62 | 35,640.00 | 2.15 | 47,300.00 |
| 0043 | 204-07-00100 | Temporary Stone Construction Entrance | 4 | EACH | 2,500.00 | 10,000.00 | 2,500.00 | 10,000.00 | 1,140.00 | 4,560.00 | 5,000.00 | 20,000.00 |
| 0048 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 2,600 | CUYD | 80.00 | 208,000.00 | 30.00 | 78,000.00 | 56.15 | 145,990.00 | 35.00 | 91,000.00 |
| 0051 | 509-01-00100 | Cold Planing Asphaltic Pavement | 21,534 | SQYD | 1.10 | 23,687.40 | 1.50 | 32,301.00 | 1.94 | 41,775.96 | 0.76 | 16,365.84 |
| 0052 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -897.2 | CUYD | 1.00 | -897.20 | 1.00 | -897.20 | 1.08 | -968.98 | 1.00 | -897.20 |
| 0053 | 510-02-00100 | Pavement Widening (Temporary) | 5,357 | SQYD | 44.00 | 235,708.00 | 42.00 | 224,994.00 | 19.49 | 104,407.93 | 50.00 | 267,850.00 |
| 0055 | 701-01-01000 | Cross Drain Pipe (24" RCP/PP) | 310 | LNFT | 48.00 | 14,880.00 | 85.00 | 26,350.00 | 86.27 | 26,743.70 | 80.00 | 24,800.00 |
| 0056 | 701-01-01040 | Cross Drain Pipe (36" RCP/PP) | 82 | LNFT | 90.00 | 7,380.00 | 120.00 | 9,840.00 | 110.33 | 9,047.06 | 128.00 | 10,496.00 |
| 0057 | 701-03-01000 | Storm Drain Pipe (15" RCP/PP) | 3,531 | LNFT | 30.00 | 105,930.00 | 40.00 | 141,240.00 | 35.06 | 123,796.86 | 37.00 | 130,647.00 |
| 0058 | 701-03-01020 | Storm Drain Pipe (18" RCP/PP) | 283 | LNFT | 33.00 | 9,339.00 | 45.00 | 12,735.00 | 37.90 | 10,725.70 | 43.00 | 12,169.00 |
| 0059 | 701-03-01040 | Storm Drain Pipe (24" RCP/PP) | 358 | LNFT | 48.00 | 17,184.00 | 60.00 | 21,480.00 | 46.20 | 16,539.60 | 72.00 | 25,776.00 |
| 0060 | 701-03-01060 | Storm Drain Pipe (30" RCP/PP) | 344 | LNFT | 65.00 | 22,360.00 | 70.00 | 24,080.00 | 64.30 | 22,119.20 | 83.00 | 28,552.00 |
| 0061 | 701-03-01080 | Storm Drain Pipe (36" RCP/PP) | 1,660 | LNFT | 88.00 | 146,080.00 | 80.00 | 132,800.00 | 86.87 | 144,204.20 | 97.00 | 161,020.00 |
| 0062 | 701-03-02000 | Storm Drain Pipe (Outfall) (15" PP or 18" CMP) | 48 | LNFT | 70.00 | 3,360.00 | 70.00 | 3,360.00 | 60.13 | 2,886.24 | 40.00 | 1,920.00 |
| 0063 | 701-03-02080 | Storm Drain Pipe (Outfall) (36" PP or 42" CMP) | 150 | LNFT | 90.00 | 13,500.00 | 100.00 | 15,000.00 | 100.69 | 15,103.50 | 94.00 | 14,100.00 |
| 0064 | 701-04-01080 | Storm Drain Pipe Arch (36" Equiv. RCPA) | 370 | LNFT | 100.00 | 37,000.00 | 95.00 | 35,150.00 | 86.75 | 32,097.50 | 90.00 | 33,300.00 |
| 0065 | 701-05-01100 | Side Drain Pipe (36" RCP/PP/CMP) | 58 | LNFT | 90.00 | 5,220.00 | 95.00 | 5,510.00 | 106.76 | 6,192.08 | 88.00 | 5,104.00 |
| 0066 | 701-06-01040 | Side Drain Pipe Arch (24" Equiv. RCPA/CMPA) | 56 | LNFT | 56.00 | 3,136.00 | 85.00 | 4,760.00 | 77.69 | 4,350.64 | 61.00 | 3,416.00 |
| 0067 | 701-10-01060 | Reinforced Concrete Pipe (Extension) (24") | 20 | LNFT | 110.00 | 2,200.00 | 150.00 | 3,000.00 | 96.43 | 1,928.60 | 51.00 | 1,020.00 |
| 0068 | 702-03-00100 | Catch Basins (CB-01) | 75 | EACH | 2,600.00 | 195,000.00 | 1,800.00 | 135,000.00 | 3,541.25 | 265,593.75 | 1,925.00 | 144,375.00 |
| 0069 | 702-03-00500 | Catch Basins (CB-06) | 6 | EACH | 3,250.00 | 19,500.00 | 5,400.00 | 32,400.00 | 6,423.38 | 38,540.28 | 2,800.00 | 16,800.00 |
| 0070 | 703-01-00100 | Shoulder Underdrain Systems | 16,433 | LNFT | 13.50 | 221,845.50 | 10.00 | 164,330.00 | 6.67 | 109,608.11 | 12.60 | 207,055.80 |
| 0071 | 703-02-00100 | Shoulder Outlet Underdrains | 63 | EACH | 260.00 | 16,380.00 | 300.00 | 18,900.00 | 336.30 | 21,186.90 | 500.00 | 31,500.00 |
| 0072 | 704-03-00100 | Blocked Out Guard Rail | 500 | LNFT | 20.00 | 10,000.00 | 22.00 | 11,000.00 | 43.32 | 21,660.00 | 20.00 | 10,000.00 |
| 0073 | 704-07-00200 | Guard Rail Bridge Attachments (Single Thrie Beam) | 25 | LNFT | 40.00 | 1,000.00 | 45.00 | 1,125.00 | 70.40 | 1,760.00 | 40.00 | 1,000.00 |
| 0074 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 65.00 | 6,500.00 | 75.00 | 7,500.00 | 70.40 | 7,040.00 | 65.00 | 6,500.00 |
| 0075 | 704-11-00100 | Guard Rail End Treatment (Flared) | 4 | EACH | 2,000.00 | 8,000.00 | 2,200.00 | 8,800.00 | 920.55 | 3,682.20 | 2,000.00 | 8,000.00 |
| 0076 | 705-06-00100 | Chain Link Fence (4-Foot Height) | 1,141 | LNFT | 21.00 | 23,961.00 | 22.00 | 25,102.00 | 19.49 | 22,238.09 | 20.00 | 22,820.00 |
| 0077 | 705-06-00400 | Chain Link Fence (7 Foot Height) | 400 | LNFT | 38.00 | 15,200.00 | 50.00 | 20,000.00 | 45.49 | 18,196.00 | 45.00 | 18,000.00 |
| 0078 | 705-07-08000 | 10-Foot Single Gates for Chain Link Fence (4-Foot Height) | 1 | EACH | 1,000.00 | 1,000.00 | 550.00 | 550.00 | 1,261.70 | 1,261.70 | 500.00 | 500.00 |
| 0079 | 705-08-11060 | 24-Foot Double Gates for Chain Link Fence (7-Foot Height) | 1 | DBGT | 2,600.00 | 2,600.00 | 1,700.00 | 1,700.00 | 3,519.75 | 3,519.75 | 1,500.00 | 1,500.00 |
| 0080 | 706-02-00200 | Concrete Drive (6" Thick) | 176.6 | SQYD | 65.00 | 11,479.00 | 70.00 | 12,362.00 | 32.23 | 5,691.82 | 54.00 | 9,536.40 |
| 0081 | 707-03-00100 | Combination Concrete Curb and Gutter | 645 | LNFT | 30.00 | 19,350.00 | 22.00 | 14,190.00 | 17.39 | 11,216.55 | 32.00 | 20,640.00 |
| 0082 | 708-01-00100 | Right-of-Way Monument | 81 | EACH | 135.00 | 10,935.00 | 220.00 | 17,820.00 | 267.90 | 21,699.90 | 140.00 | 11,340.00 |
| 0083 | 708-02-00100 | Right-of-Way Monument Witness Post | 81 | EACH | 135.00 | 10,935.00 | 220.00 | 17,820.00 | 102.89 | 8,334.09 | 50.00 | 4,050.00 |
| 0084 | 711-01-02080 | Riprap (10 lb, 24" Thick) | 213 | SQYD | 70.00 | 14,910.00 | 80.00 | 17,040.00 | 55.86 | 11,898.18 | 25.00 | 5,325.00 |
| 0085 | 711-01-03040 | Riprap (30 lb, 24" Thick) | 28 | SQYD | 70.00 | 1,960.00 | 80.00 | 2,240.00 | 61.20 | 1,713.60 | 36.00 | 1,008.00 |
| 0086 | 711-01-04000 | Riprap (55 lb, 18" Thick) | 1,500 | SQYD | 70.00 | 105,000.00 | 50.00 | 75,000.00 | 92.06 | 138,090.00 | 50.00 | 75,000.00 |
| 0087 | 711-04-00100 | Geotextile Fabric | 1,589 | SQYD | 2.00 | 3,178.00 | 1.80 | 2,860.20 | 3.25 | 5,164.25 | 4.60 | 7,309.40 |
| 0088 | 712-01-00100 | Concrete Cast-in-Place Revetment (4" Thick) | 76 | SQYD | 65.00 | 4,940.00 | 90.00 | 6,840.00 | 57.93 | 4,402.68 | 60.00 | 4,560.00 |
| 0089 | 712-01-00300 | Concrete Cast-in-Place Revetment (6" Thick) | 582 | SQYD | 75.00 | 43,650.00 | 95.00 | 55,290.00 | 73.89 | 43,003.98 | 106.00 | 61,692.00 |
| 0090 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 75,000.00 | 75,000.00 | 200,000.00 | 200,000.00 | 106,584.30 | 106,584.30 | 110,000.00 | 110,000.00 |
| 0091 | 713-03-01020 | Temporary Pavement Markings (Broken Line) (4" W) (4' L) (Type 1 Removable) | 4 | MILE | 2,000.00 | 8,000.00 | 458.05 | 1,832.20 | 9,476.25 | 37,905.00 | 2,000.00 | 8,000.00 |
| 0092 | 713-04-01020 | Temporary Pavement Markings (Solid Line) (4"Width) (Type 1 Removable) | 4 | MILE | 6,000.00 | 24,000.00 | 7,000.00 | 28,000.00 | 9,476.25 | 37,905.00 | 6,000.00 | 24,000.00 |
| 0093 | 716-01-00100 | Mulch (Vegetative) | 2.88 | TON | 900.00 | 2,592.00 | 450.00 | 1,296.00 | 1,091.55 | 3,143.66 | 400.00 | 1,152.00 |
| 0094 | 717-01-00100 | Seeding | 777 | LB | 7.00 | 5,439.00 | 9.00 | 6,993.00 | 9.31 | 7,233.87 | 8.00 | 6,216.00 |
| 0095 | 718-01-00100 | Fertilizer | 22,200 | LB | 0.95 | 21,090.00 | 0.50 | 11,100.00 | 0.65 | 14,430.00 | 0.45 | 9,990.00 |
| 0096 | 718-02-00100 | Agricultural Lime | 44.4 | TON | 85.00 | 3,774.00 | 115.00 | 5,106.00 | 129.96 | 5,770.22 | 100.00 | 4,440.00 |
| 0097 | 720-01-01000 | Erosion Control System (Slope Protection) (Type A) | 17,067 | SQYD | 3.00 | 51,201.00 | 1.20 | 20,480.40 | 1.19 | 20,309.73 | 1.00 | 17,067.00 |
| 0098 | 720-01-02020 | Erosion Control System, Flexible (Channel Liner) (Type D) | 2,602 | SQYD | 3.00 | 7,806.00 | 1.90 | 4,943.80 | 1.73 | 4,501.46 | 1.65 | 4,293.30 |
| 0099 | 722-02-00100 | Project Site Laboratory (Equipped) | 1 | EACH | 25,000.00 | 25,000.00 | 30,000.00 | 30,000.00 | 57,285.00 | 57,285.00 | 15,000.00 | 15,000.00 |
| 0100 | 725-01-00100 | Temporary Detour Roads (North and South) | 1,629.8 | SQYD | 48.00 | 78,230.40 | 70.00 | 114,086.00 | 57.70 | 94,039.46 | 64.00 | 104,307.20 |
| 0102 | 726-01-00100 | Bedding Material | 804 | CUYD | 82.00 | 65,928.00 | 85.00 | 68,340.00 | 59.00 | 47,436.00 | 83.88 | 67,439.52 |
| 0103 | 727-01-00100 | Mobilization | 1 | LUMP | 850,000.00 | 850,000.00 | 900,000.00 | 900,000.00 | 652,802.25 | 652,802.25 | 1,200,000.00 | 1,200,000.00 |
| 0104 | 729-01-00102 | Sign (Type A)(Furnish and Install) | 9 | SQFT | 35.00 | 315.00 | 28.00 | 252.00 | 21.66 | 194.94 | 25.00 | 225.00 |
| 0105 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 80.00 | 320.00 | 92.00 | 368.00 | 108.30 | 433.20 | 80.00 | 320.00 |
| 0106 | 731-02-00100 | Reflectorized Raised Pavement Markers | 1,341 | EACH | 5.00 | 6,705.00 | 5.90 | 7,911.90 | 5.42 | 7,268.22 | 5.00 | 6,705.00 |
| 0107 | 732-01-01000 | Plastic Pavement Striping (4" Width) (Thermoplastic 90 mil) | 34,545 | LNFT | 0.55 | 18,999.75 | 0.50 | 17,272.50 | 0.54 | 18,654.30 | 0.52 | 17,963.40 |
| 0108 | 732-01-01040 | Plastic Pavement Striping (8" Width) (Thermoplastic 90 mil) | 200 | LNFT | 2.00 | 400.00 | 1.56 | 312.00 | 1.46 | 292.00 | 2.00 | 400.00 |
| 0109 | 732-01-01080 | Plastic Pavement Striping (24" Width) (Thermoplastic 90 mil) | 150 | LNFT | 6.00 | 900.00 | 5.30 | 795.00 | 4.87 | 730.50 | 6.00 | 900.00 |
| 0110 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 6.543 | MILE | 700.00 | 4,580.10 | 1,000.00 | 6,543.00 | 920.55 | 6,023.16 | 700.00 | 4,580.10 |
| 0111 | 732-04-01040 | Plastic Pavement Legends and Symbols (Arrow - Double) | 24 | EACH | 250.00 | 6,000.00 | 250.00 | 6,000.00 | 324.90 | 7,797.60 | 250.00 | 6,000.00 |
| 0112 | 732-04-01080 | Plastic Pavement Legends and Symbols (Arrow - Left Turn) | 4 | EACH | 250.00 | 1,000.00 | 300.00 | 1,200.00 | 232.85 | 931.40 | 250.00 | 1,000.00 |
| 0113 | 732-04-18000 | Plastic Pavement Legends and Symbols (RR Crossing) | 1 | EACH | 500.00 | 500.00 | 475.00 | 475.00 | 433.20 | 433.20 | 500.00 | 500.00 |
| 0114 | 732-05-00100 | Removal of Existing Markings (Water Blasting Only) | 0.534 | MILE | 47,000.00 | 25,098.00 | 5,800.00 | 3,097.20 | 5,415.00 | 2,891.61 | 47,000.00 | 25,098.00 |
| 0116 | 735-01-00100 | Mailboxes | 10 | EACH | 25.00 | 250.00 | 17.00 | 170.00 | 91.20 | 912.00 | 15.00 | 150.00 |
| 0117 | 735-02-00100 | Mailbox Supports (Single) | 8 | EACH | 150.00 | 1,200.00 | 135.00 | 1,080.00 | 136.80 | 1,094.40 | 115.00 | 920.00 |
| 0118 | 735-03-00100 | Mailbox Supports (Double) | 1 | EACH | 250.00 | 250.00 | 170.00 | 170.00 | 233.70 | 233.70 | 145.00 | 145.00 |
| 0119 | 739-01-00100 | Hydro-Seeding | 8.09 | ACRE | 2,600.00 | 21,034.00 | 1,200.00 | 9,708.00 | 1,986.45 | 16,070.38 | 1,000.00 | 8,090.00 |
| 0120 | 740-01-00100 | Construction Layout | 1 | LUMP | 75,000.00 | 75,000.00 | 100,000.00 | 100,000.00 | 64,231.65 | 64,231.65 | 215,000.00 | 215,000.00 |
| 0121 | 740-02-00100 | Utility Oversight and Coordination | 1 | LUMP | 2,500.00 | 2,500.00 | 7,000.00 | 7,000.00 | 9,690.00 | 9,690.00 | 10,000.00 | 10,000.00 |
| 0122 | 804-01-00200 | Precast Concrete Piles (14") | 2,200 | LNFT | 54.00 | 118,800.00 | 55.00 | 121,000.00 | 86.64 | 190,608.00 | 70.00 | 154,000.00 |
| 0123 | 804-12-00100 | Loading Permanent Piles | 1 | EACH | 100.00 | 100.00 | 7,000.00 | 7,000.00 | 1.08 | 1.08 | 3,000.00 | 3,000.00 |
| 0124 | 804-17-00100 | Dynamic Monitoring | 1 | EACH | 1,000.00 | 1,000.00 | 4,000.00 | 4,000.00 | 1.08 | 1.08 | 1,400.00 | 1,400.00 |
| 0125 | 805-01-00300 | Class A Concrete (Box Culvert Headwalls) | 14.41 | CUYD | 1,300.00 | 18,733.00 | 1,400.00 | 20,174.00 | 1,001.78 | 14,435.65 | 1,825.00 | 26,298.25 |
| 0126 | 805-01-00700 | Class A Concrete (Bents) | 81.48 | CUYD | 900.00 | 73,332.00 | 980.00 | 79,850.40 | 920.55 | 75,006.41 | 800.00 | 65,184.00 |
| 0127 | 805-03-00100 | Class AA Concrete | 350 | CUYD | 495.00 | 173,250.00 | 600.00 | 210,000.00 | 758.10 | 265,335.00 | 715.00 | 250,250.00 |
| 0128 | 805-12-20080 | Reinforced Concrete Box Culverts (8' x 4') (Precast) | 130 | LNFT | 380.00 | 49,400.00 | 580.00 | 75,400.00 | 530.75 | 68,997.50 | 545.00 | 70,850.00 |
| 0129 | 806-01-00100 | Deformed Reinforcing Steel | 79,589 | LB | 1.00 | 79,589.00 | 0.80 | 63,671.20 | 1.95 | 155,198.55 | 0.90 | 71,630.10 |
| 0130 | 810-01-00100 | Concrete Railing (Standard Barrier) | 400 | LNFT | 62.00 | 24,800.00 | 64.00 | 25,600.00 | 75.81 | 30,324.00 | 58.00 | 23,200.00 |
| 0131 | 813-01-00100 | Concrete Approach Slabs | 364.44 | SQYD | 200.00 | 72,888.00 | 220.00 | 80,176.80 | 270.75 | 98,672.13 | 210.00 | 76,532.40 |
| 0132 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 780 | INLF | 1.00 | 780.00 | 4.00 | 3,120.00 | 1.08 | 842.40 | 0.50 | 390.00 |
| 0133 | NS-724-00002 | Rumble Strips (Shoulder Ground-In) | 0.82 | MILE | 4,200.00 | 3,444.00 | 475.00 | 389.50 | 6,316.06 | 5,179.17 | 4,060.00 | 3,329.20 |
| 0134 | 202-02-00010 | Removal of Building Slab & Foundation (Approx. 12" Thick, 138.7 Sq. Yds. Lt.of Sta. 1613+00, 30'x 40') | 1 | EACH | 500.00 | 500.00 | 900.00 | 900.00 | 12,996.00 | 12,996.00 | 2,000.00 | 2,000.00 |
| 0135 | 202-02-00010 | Removal of Brick Drive & Walk (124.3 Sq. Yds. Lt. of Sta. 1608+22 to Sta. 1609+00) | 1 | EACH | 500.00 | 500.00 | 900.00 | 900.00 | 6,064.80 | 6,064.80 | 500.00 | 500.00 |
| 0136 | 202-02-00010 | Removal of Two-Lane to Four-Lane Transition (South) | 1 | EACH | 5,000.00 | 5,000.00 | 20,000.00 | 20,000.00 | 13,580.12 | 13,580.12 | 6,000.00 | 6,000.00 |
| 0137 | 203-04-00300 | Nonplastic Embankment (Stone) | 29.55 | CUYD | 125.00 | 3,693.75 | 200.00 | 5,910.00 | 56.43 | 1,667.51 | 80.00 | 2,364.00 |
| 0138 | 202-02-00010 | Removal of Two-Lane to Four-Lane Transition (North) | 1 | EACH | 5,000.00 | 5,000.00 | 35,000.00 | 35,000.00 | 13,580.12 | 13,580.12 | 6,000.00 | 6,000.00 |
| 0139 | 202-03-00010 | Relocation Liquid Asphalt Silo Berm @ Sta. 1667+40 Lt. | 1 | EACH | 10,000.00 | 10,000.00 | 8,000.00 | 8,000.00 | 27,075.00 | 27,075.00 | 300.00 | 300.00 |
| 0140 | 706-02-00200 | Concrete Drive (6" Thick) | 93.5 | SQYD | 65.00 | 6,077.50 | 60.00 | 5,610.00 | 32.78 | 3,064.93 | 53.50 | 5,002.25 |
| 0141 | NS-804-00006 | Vibration Monitoring | 200 | DAY | 450.00 | 90,000.00 | 200.00 | 40,000.00 | 379.05 | 75,810.00 | 150.00 | 30,000.00 |
| 0150 | 305-01-04020 | Subgrade Layer (12" Thick) (Treated) | 86,431.36 | SQYD | 8.00 | 691,450.88 | 8.85 | 764,917.54 | 12.73 | 1,100,271.21 | 9.00 | 777,882.24 |
| 0155 | 202-06-00100 | Removal and Disposal of Contaminated Fluid | 1,800 | GAL | 40.00 | 72,000.00 | 1.50 | 2,700.00 | 21.66 | 38,988.00 | 2.00 | 3,600.00 |
| SUBTOTAL GENERAL | 6,087,397 | 6,038,856 | 6,898,999 | 6,994,196 | ||||||||
| Alternate AA1 | ||||||||||||
| 0142 | 302-02-01060 | Class II Base Course (4" Thick) (Stone or Recycled Portland Cement Concrete) | 87,829.54 | SQYD | 10.00 | 878,295.40 | 10.00 | 878,295.40 | 10.30 | 904,644.26 | 0.00 | 0.00 |
| 0143 | 302-02-03020 | Class II Base Course (8" Thick) (Soil Cement) | 86,401.32 | SQYD | 7.50 | 648,009.90 | 9.80 | 846,732.94 | 11.32 | 978,062.94 | 0.00 | 0.00 |
| 0145 | 401-01-00100 | Aggregate Surface Course (Net Section) | 272 | CUYD | 105.00 | 28,560.00 | 85.00 | 23,120.00 | 76.95 | 20,930.40 | 0.00 | 0.00 |
| 0146 | 502-01-00100 | Superpave Asphaltic Concrete | 22,778.96 | TON | 84.50 | 1,924,822.12 | 75.00 | 1,708,422.00 | 92.49 | 2,106,826.01 | 0.00 | 0.00 |
| 0147 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 2,092.36 | TON | 110.50 | 231,205.78 | 125.00 | 261,545.00 | 119.13 | 249,262.85 | 0.00 | 0.00 |
| SUBTOTAL ALT AA1 | 3,710,893 | 3,718,115 | 4,259,726 | 00 | ||||||||
| Alternate AA2 | ||||||||||||
| 0148 | 302-02-00900 | Class II Base Course (3" Thick) Crushed Stone or Recycled PCCP | 87,886.95 | SQYD | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 7.00 | 615,208.65 |
| 0149 | 302-02-02020 | Class II Base Course (6" Thick) (Soil Cement) | 86,431.36 | SQYD | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 8.00 | 691,450.88 |
| 0151 | 401-01-00100 | Aggregate Surface Course (Net Section) | 336 | CUYD | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 41.00 | 13,776.00 |
| 0152 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 1,711.11 | TON | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 200.00 | 342,222.00 |
| 0153 | 601-01-00100 | Portland Cement Concrete Pavement (8" Thick) | 81,575.7 | SQYD | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 50.00 | 4,078,785.00 |
| 0154 | 601-02-00700 | Portland Cement Concrete Pavement (8" Thick) (Crossovers & Turnouts) | 2,848.97 | SQYD | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 105.00 | 299,141.85 |
| SUBTOTAL ALT AA2 | 0.00 | 0.00 | 0.00 | 6,040,584.38 | ||||||||
| ITEM TOTAL (CONSTRUCTION BID) | 9,798,290.28 | 9,756,971.38 | 11,158,725.45 | 13,034,780.58 | ||||||||
| NUMBER OF DAYS BID AT $3000 PER DAY. | 1,095,000.00 | 1,200,000.00 | 1,080,000.00 | 1,890,000.00 | ||||||||
| TOTAL BID | 10,893,290.28 | 10,956,971.38 | 12,238,725.45 | 14,924,780.58 | ||||||||