Proposal:H.011620.6-R1
Parish:Madison
Routes:I-20
Description:I-20: WALNUT BAYOU - EAST OF US 65 RAMPS
Type Construction:GRADING, CLASS II BASE COURSE (STONE), LIME TREATMENT, SHOULDER UNDERDRAIN SYSTEMS, PAVEMENT PATCHING, GUARD RAIL; ALTERNATE AA1: SUPERPAVE ASPHALTIC CONCRETE PAVEMENT; ALTERNATE AA2: PORTLAND CEMENT CONCRETE PAVEMENT, AND RELATED WORK.
Estimated Construction Cost:$5,562,008.79
Maximum Number of Days Allowed for Construction:9999
Calculated Daily User Cost:$5,000.00
| Rank | License | Bidder | Construction Bid | Bidder's Proposed
Contract Time | Total Bid |
| 1 | 05789 | D & J CONSTRUCTION CO., LLC | $5,250,907.20 | 175.00 | $6,125,907.20 |
| 2 | 38936 | SOUTHERN INDUSTRIAL CONTRACTORS LLC | $5,522,791.28 | 300.00 | $7,022,791.28 |
| 3 | 49239 | WL Bass Construction Inc. | $6,788,492.35 | 165.00 | $7,613,492.35 |
| 4 | 12487 | Diamond B Construction Co., L.L.C. | $6,372,802.50 | 270.00 | $7,722,802.50 |
Line
Number | Item Number | Item Description | Quantity | Unit of
Measure | - 1 -
D & J CONSTRUCTION CO., LLC | - 2 -
SOUTHERN INDUSTRIAL CONTRACTORS LLC | - 3 -
WL Bass 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 | 202-02-00020 | Removal of Existing Sleeper Block | 111 | SQYD | 80.00 | 8,880.00 | 72.07 | 7,999.77 | 60.00 | 6,660.00 | 65.00 | 7,215.00 | | 0002 | 202-02-00020 | Removal of Existing Sleeper Block (Modified) | 98 | SQYD | 80.00 | 7,840.00 | 72.07 | 7,062.86 | 60.00 | 5,880.00 | 65.00 | 6,370.00 | | 0003 | 202-02-02020 | Removal of Asphalt Pavement | 1,254.5 | SQYD | 10.00 | 12,545.00 | 8.00 | 10,036.00 | 15.00 | 18,817.50 | 30.00 | 37,635.00 | | 0004 | 202-02-14500 | Removal of Guard Rail | 993.9 | LNFT | 18.00 | 17,890.20 | 12.00 | 11,926.80 | 15.00 | 14,908.50 | 15.00 | 14,908.50 | | 0005 | 202-02-32500 | Removal of Portland Cement Concrete Pavement | 17,814 | SQYD | 20.00 | 356,280.00 | 9.75 | 173,686.50 | 9.00 | 160,326.00 | 17.00 | 302,838.00 | | 0006 | 202-02-38500 | Removal of Surfacing and Stabilized Base | 26,492.4 | SQYD | 9.00 | 238,431.60 | 7.38 | 195,513.91 | 4.00 | 105,969.60 | 6.00 | 158,954.40 | | 0007 | 203-01-00100 | General Excavation | 5,506 | CUYD | 16.00 | 88,096.00 | 10.00 | 55,060.00 | 14.00 | 77,084.00 | 35.00 | 192,710.00 | | 0008 | 302-02-06100 | Class II Base Course (12" Thick) (Stone) | 27,429.7 | SQYD | 30.00 | 822,891.00 | 29.55 | 810,547.64 | 36.00 | 987,469.20 | 40.00 | 1,097,188.00 | | 0009 | 304-05-00100 | Lime Treatment (Type E) | 213.57 | TON | 600.00 | 128,142.00 | 482.83 | 103,118.00 | 125.00 | 26,696.25 | 450.00 | 96,106.50 | | 0010 | 502-01-00100 | Superpave Asphaltic Concrete | 344.2 | TON | 150.00 | 51,630.00 | 175.00 | 60,235.00 | 180.00 | 61,956.00 | 175.00 | 60,235.00 | | 0011 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 277.8 | TON | 200.00 | 55,560.00 | 200.00 | 55,560.00 | 210.00 | 58,338.00 | 200.00 | 55,560.00 | | 0012 | 510-04-00100 | Pavement Patching | 1,902 | TON | 110.00 | 209,220.00 | 150.00 | 285,300.00 | 165.00 | 313,830.00 | 165.00 | 313,830.00 | | 0013 | 703-01-00100 | Shoulder Underdrain Systems | 3,840 | LNFT | 20.00 | 76,800.00 | 10.00 | 38,400.00 | 11.00 | 42,240.00 | 22.00 | 84,480.00 | | 0014 | 703-02-00100 | Shoulder Outlet Underdrains | 46 | EACH | 600.00 | 27,600.00 | 400.00 | 18,400.00 | 260.00 | 11,960.00 | 950.00 | 43,700.00 | | 0015 | 704-01-02000 | Guard Rail (DoubleThrie Beam) (3'-1 1/2" post spacing) | 318.8 | LNFT | 70.00 | 22,316.00 | 47.00 | 14,983.60 | 50.00 | 15,940.00 | 58.00 | 18,490.40 | | 0016 | 704-03-00100 | Blocked Out Guard Rail | 525 | LNFT | 22.00 | 11,550.00 | 20.00 | 10,500.00 | 21.00 | 11,025.00 | 25.00 | 13,125.00 | | 0017 | 704-06-00200 | Guard Rail Anchor Sections (Trailing End) (Single Thrie Beam) | 12.6 | LNFT | 70.00 | 882.00 | 100.00 | 1,260.00 | 115.00 | 1,449.00 | 130.00 | 1,638.00 | | 0018 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 25 | LNFT | 60.00 | 1,500.00 | 65.00 | 1,625.00 | 65.00 | 1,625.00 | 70.00 | 1,750.00 | | 0019 | 704-11-00100 | Guard Rail End Treatment (Flared) | 3 | EACH | 2,500.00 | 7,500.00 | 2,500.00 | 7,500.00 | 2,250.00 | 6,750.00 | 2,500.00 | 7,500.00 | | 0020 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 300,000.00 | 300,000.00 | 510,232.30 | 510,232.30 | 400,000.00 | 400,000.00 | 375,000.00 | 375,000.00 | | 0021 | 713-02-00300 | Temporary Pavement Markings (8" Width) | 1,505 | LNFT | 1.50 | 2,257.50 | 0.50 | 752.50 | 1.00 | 1,505.00 | 0.50 | 752.50 | | 0022 | 713-02-00500 | Temporary Pavement Markings (24" Width) | 148 | LNFT | 3.00 | 444.00 | 0.75 | 111.00 | 3.00 | 444.00 | 0.75 | 111.00 | | 0023 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 1.164 | MILE | 250.00 | 291.00 | 800.00 | 931.20 | 1,000.00 | 1,164.00 | 175.00 | 203.70 | | 0024 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 1.164 | MILE | 700.00 | 814.80 | 800.00 | 931.20 | 1,000.00 | 1,164.00 | 1,000.00 | 1,164.00 | | 0025 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 2.328 | MILE | 1,500.00 | 3,492.00 | 1,600.00 | 3,724.80 | 1,600.00 | 3,724.80 | 2,000.00 | 4,656.00 | | 0026 | 713-04-01020 | Temporary Pavement Markings (Solid Line) (4"Width) (Type 1 Removable) | 4.733 | MILE | 5,000.00 | 23,665.00 | 8,750.00 | 41,413.75 | 16,500.00 | 78,094.50 | 11,000.00 | 52,063.00 | | 0027 | 713-07-00100 | Temporary Precast Concrete Barrier (Contractor Furnished) | 261 | EACH | 1,200.00 | 313,200.00 | 750.00 | 195,750.00 | 865.00 | 225,765.00 | 1,325.00 | 345,825.00 | | 0028 | 713-10-00100 | Temporary Precast Concrete Barrier Movement | 1,044 | EACH | 75.00 | 78,300.00 | 50.00 | 52,200.00 | 35.00 | 36,540.00 | 50.00 | 52,200.00 | | 0029 | 716-01-00100 | Mulch (Vegetative) | 8.6 | TON | 700.00 | 6,020.00 | 1,000.00 | 8,600.00 | 700.00 | 6,020.00 | 750.00 | 6,450.00 | | 0030 | 717-01-00100 | Seeding | 257 | LB | 11.00 | 2,827.00 | 20.00 | 5,140.00 | 15.00 | 3,855.00 | 14.00 | 3,598.00 | | 0031 | 718-01-00100 | Fertilizer | 4,280 | LB | 0.70 | 2,996.00 | 1.00 | 4,280.00 | 1.00 | 4,280.00 | 0.35 | 1,498.00 | | 0032 | 727-01-00100 | Mobilization | 1 | LUMP | 325,000.00 | 325,000.00 | 200,000.00 | 200,000.00 | 670,000.00 | 670,000.00 | 150,000.00 | 150,000.00 | | 0033 | 729-16-00300 | Object Marker Assembly (Type 3) | 5 | EACH | 100.00 | 500.00 | 100.00 | 500.00 | 75.00 | 375.00 | 85.00 | 425.00 | | 0034 | 731-02-00100 | Reflectorized Raised Pavement Markers | 915 | EACH | 9.00 | 8,235.00 | 9.00 | 8,235.00 | 9.00 | 8,235.00 | 8.00 | 7,320.00 | | 0035 | 732-01-01040 | Plastic Pavement Striping (8" Width) (Thermoplastic 90 mil) | 1,505 | LNFT | 6.00 | 9,030.00 | 4.25 | 6,396.25 | 4.50 | 6,772.50 | 5.00 | 7,525.00 | | 0036 | 732-01-01080 | Plastic Pavement Striping (24" Width) (Thermoplastic 90 mil) | 148 | LNFT | 16.00 | 2,368.00 | 14.00 | 2,072.00 | 20.00 | 2,960.00 | 16.00 | 2,368.00 | | 0037 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 2.328 | MILE | 8,000.00 | 18,624.00 | 6,800.00 | 15,830.40 | 5,000.00 | 11,640.00 | 7,500.00 | 17,460.00 | | 0038 | 732-03-02040 | Plastic Pvmt Strip (Dotted Line)(8" W)(3' L)(Thermo 90 mil) | 0.066 | MILE | 24,000.00 | 1,584.00 | 12,500.00 | 825.00 | 2,650.00 | 174.90 | 12,500.00 | 825.00 | | 0039 | 732-05-00100 | Removal of Existing Markings | 1.176 | MILE | 8,000.00 | 9,408.00 | 8,000.00 | 9,408.00 | 12,400.00 | 14,582.40 | 9,000.00 | 10,584.00 | | 0040 | 740-01-00100 | Construction Layout | 1 | LUMP | 28,000.00 | 28,000.00 | 500,232.30 | 500,232.30 | 150,000.00 | 150,000.00 | 90,000.00 | 90,000.00 | | 0041 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 1,152 | INLF | 2.00 | 2,304.00 | 2.00 | 2,304.00 | 3.00 | 3,456.00 | 1.75 | 2,016.00 | | 0042 | NS-600-00220 | Saw Cutting Portland Cement Concrete Pavement | 106,746 | INLF | 0.75 | 80,059.50 | 1.00 | 106,746.00 | 2.00 | 213,492.00 | 1.75 | 186,805.50 | | 0043 | NS-700-00180 | Impact Attenuator (Construction Zone) | 2 | EACH | 7,500.00 | 15,000.00 | 7,500.00 | 15,000.00 | 6,500.00 | 13,000.00 | 10,000.00 | 20,000.00 | | 0044 | NS-700-00181 | Impact Attenuator Relocation (Construction Zone) | 5 | EACH | 2,000.00 | 10,000.00 | 1,500.00 | 7,500.00 | 1,600.00 | 8,000.00 | 3,000.00 | 15,000.00 | | 0045 | NS-713-00008 | Portable Changeable Message Sign | 12 | EACH | 9,000.00 | 108,000.00 | 7,500.00 | 90,000.00 | 24,000.00 | 288,000.00 | 7,500.00 | 90,000.00 | | 0046 | NS-724-00005 | Rumble Strips (Shoulder) | 2.3 | MILE | 900.00 | 2,070.00 | 1,500.00 | 3,450.00 | 2,500.00 | 5,750.00 | 1,100.00 | 2,530.00 | | | | SUBTOTAL GENERAL | | | | 3,500,044 | | 3,661,281 | | 4,087,918 | | 3,960,614 | | | | | | | | | | | | | | | | | Alternate AA1 | Flexible With Stone Base Alternate | | | | | | | | | | | | | | | | | | | | | | | | | | 0047 | 502-01-00100 | Superpave Asphaltic Concrete | 17,842.2 | TON | 98.00 | 1,748,535.60 | 0.00 | 0.00 | 151.00 | 2,694,172.20 | 135.00 | 2,408,697.00 | | 0048 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 1.164 | MILE | 2,000.00 | 2,328.00 | 0.00 | 0.00 | 5,500.00 | 6,402.00 | 3,000.00 | 3,492.00 | | | | SUBTOTAL ALT AA1 | | | | 1,750,864 | | 00 | | 2,700,574 | | 2,412,189 | | | | | | | | | | | | | | | | | Alternate AA2 | Rigid With Stone Base Alternate | | | | | | | | | | | | | | | | | | | | | | | | | | 0049 | 601-01-00900 | Portland Cement Concrete Pavement (12" Thick) | 26,863.7 | SQYD | 0.00 | 0.00 | 69.00 | 1,853,595.30 | 0.00 | 0.00 | 0.00 | 0.00 | | 0050 | 732-03-02101 | Plastic Pavement Striping (Broken Line) (4" W) (Preformed Tape Retroreflectivity I or Thermo 90 mil)(Black Contrast) | 1.164 | MILE | 0.00 | 0.00 | 6,800.00 | 7,915.20 | 0.00 | 0.00 | 0.00 | 0.00 | | | | SUBTOTAL ALT AA2 | | | | 0.00 | | 1,861,510.50 | | 0.00 | | 0.00 | | | | | | | | | | | | | | | | | | CONTRACTOR TOTAL | | | | 5,250,907.20 | | 5,522,791.28 | | 6,788,492.35 | | 6,372,802.50 |
|