Proposal:H.013761.6
Parish:Lafourche, Terrebonne
Routes:LA 20, LA 24, LA 3087, LA 315
Description:DISTRICT 02 APPR SLAB LEVELING PHASE 2
Type Construction:MILLING ASPHALT CONCRETE, ASPHALT CONCRETE OVERLAY, ADDITIVE ALTERNATE 1 (C.S. 829-28): (LA 3087 APPROACH SLAB LEVELING) MILLING ASPHALT CONCRETE, MILLING PROTLAND CEMENT CONCRETE, ASPHALT CONCRETE OVERLAY; ADDITIVE ALTERNATE 2 (C.S. 065-01): (LA 24 APPROACH SLAB LEVELING) MILLING ASPHALT CONCRETE, MILLING PORTLAND CEMENT CONCRETE, ASPHALT CONCRETE OVERLAY, BRIDGE REPAIRS: ADDITIVE ALTERNATE 3 (C.S. 245-90): (LA 315 APPROACH SLAB LEVELING) MILLING PORTLAND CEMENT CONCRETE, ASPHALT CONCRETE OVERLAY; AND RELATED WORK.
Estimated Construction Cost:$1,574,441.61
| Rank | License | Bidder | Construction Bid |
| 1 | 62139 | HUEY P. STOCKSTILL, LLC | $1,135,310.65 |
| 2 | 06276 | Barriere Construction Co., LLC | $1,398,039.38 |
Line
Number | Item Number | Item Description | Quantity | Unit of
Measure | - 1 -
HUEY P. STOCKSTILL, LLC | - 2 -
Barriere Construction Co., LLC | | Unit Price | Total
Amount | Unit Price | Total
Amount | | 0001 | 202-02-14500 | Removal of Guard Rail | 728 | LNFT | 2.50 | 1,820.00 | 15.00 | 10,920.00 | | 0002 | 203-07-00100 | Borrow (Vehicular Measurement) | 42 | CUYD | 85.00 | 3,570.00 | 23.00 | 966.00 | | 0003 | 502-01-00100 | Asphalt Concrete | 746.2 | TON | 130.00 | 97,006.00 | 160.00 | 119,392.00 | | 0004 | 502-01-00200 | Asphalt Concrete, Drives, Turnouts and Miscellaneous | 99 | TON | 130.00 | 12,870.00 | 250.00 | 24,750.00 | | 0005 | 509-01-00100 | Milling Asphalt Pavement | 3,495 | SQYD | 3.50 | 12,232.50 | 10.50 | 36,697.50 | | 0006 | 509-02-00100 | Contractor Retained Reclaimed Asphalt Pavement | -100.5 | CUYD | 0.01 | -1.01 | 10.00 | -1,005.00 | | 0007 | 602-08-00100 | Diamond Grinding Concrete Pavement | 64.7 | SQYD | 20.00 | 1,294.00 | 50.00 | 3,235.00 | | 0008 | 704-03-00200 | Blocked Out Guard Rail - 31", (6'-3" Post Spacing) | 550 | LNFT | 22.50 | 12,375.00 | 25.00 | 13,750.00 | | 0009 | 704-06-00200 | Guard Rail Bridge Attachments (Single Thrie Beam) | 100 | LNFT | 55.50 | 5,550.00 | 35.00 | 3,500.00 | | 0010 | 704-07-00200 | Guard Rail Transitions (Double Thrie Beam) | 200 | LNFT | 75.50 | 15,100.00 | 112.00 | 22,400.00 | | 0011 | 704-10-00310 | Guard Rail End Treatment, NCHRP 350 - 31" (TL-3 Flared) | 8 | EACH | 3,600.00 | 28,800.00 | 3,000.00 | 24,000.00 | | 0012 | 713-01-00100 | Temporary Signs and Barricades C.S. 244-01 | 1 | LUMP | 26,600.00 | 26,600.00 | 28,000.00 | 28,000.00 | | 0013 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 0.633 | MILE | 150.00 | 94.95 | 179.00 | 113.31 | | 0014 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 0.633 | MILE | 700.00 | 443.10 | 932.00 | 589.96 | | 0015 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 1.899 | MILE | 1,300.00 | 2,468.70 | 1,500.00 | 2,848.50 | | 0016 | 717-01-00100 | Seeding | 5 | LB | 11.00 | 55.00 | 165.00 | 825.00 | | 0017 | 718-01-00100 | Fertilizer | 16 | LB | 6.00 | 96.00 | 8.00 | 128.00 | | 0018 | 724-02-00100 | Rumble Strips (Shoulder/Edge) | 0.325 | MILE | 1,500.00 | 487.50 | 622.00 | 202.15 | | 0019 | 727-01-00100 | Mobilization C.S. 244-01 | 1 | LUMP | 26,600.00 | 26,600.00 | 31,000.00 | 31,000.00 | | 0020 | 729-16-00300 | Object Marker Assembly (Type 3) | 8 | EACH | 75.50 | 604.00 | 106.00 | 848.00 | | 0021 | 731-02-00100 | Reflectorized Raised Pavement Markers | 38 | EACH | 6.00 | 228.00 | 15.00 | 570.00 | | 0022 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 0.633 | MILE | 6,000.00 | 3,798.00 | 7,000.00 | 4,431.00 | | 0023 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 0.211 | MILE | 3,000.00 | 633.00 | 2,500.00 | 527.50 | | 0024 | 732-04-02000 | Plastic Pavement Legends and Symbols (Bicycle) | 8 | EACH | 550.00 | 4,400.00 | 500.00 | 4,000.00 | | 0025 | 732-05-00100 | Removal of Existing Markings | 0.048 | MILE | 8,500.00 | 408.00 | 20,000.00 | 960.00 | | 0026 | 740-01-00100 | Construction Layout C.S. 244-01 | 1 | LUMP | 10,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | | 0027 | NS-500-00340 | Saw Cutting Asphalt Concrete Pavement | 656 | INLF | 1.00 | 656.00 | 1.00 | 656.00 | | | | SUBTOTAL GENERAL | | | | 268,189 | | 344,305 | | | | | | | | | | | | | Additive Section 1 | ADDITIVE ALTERNATE 1 (C.S. 829-28) | | | | | | | | | | | | | | | | | | 0028 | 202-02-14500 | Removal of Guard Rail | 1,477.5 | LNFT | 2.50 | 3,693.75 | 13.50 | 19,946.25 | | 0029 | 203-07-00100 | Borrow (Vehicular Measurement) | 51 | CUYD | 85.00 | 4,335.00 | 22.50 | 1,147.50 | | 0030 | 502-01-00100 | Asphalt Concrete | 864.1 | TON | 130.00 | 112,333.00 | 148.00 | 127,886.80 | | 0031 | 502-01-00200 | Asphalt Concrete, Drives, Turnouts and Miscellaneous | 200 | TON | 130.00 | 26,000.00 | 247.00 | 49,400.00 | | 0032 | 509-01-00100 | Milling Asphalt Pavement | 2,557 | SQYD | 4.00 | 10,228.00 | 17.00 | 43,469.00 | | 0033 | 509-02-00100 | Contractor Retained Reclaimed Asphalt Pavement | -37.2 | CUYD | 0.01 | -0.37 | 10.50 | -390.60 | | 0034 | 602-14-00100 | Holes | 9 | EACH | 400.00 | 3,600.00 | 700.00 | 6,300.00 | | 0035 | 704-03-00200 | Blocked Out Guard Rail - 31", (6'-3" Post Spacing) | 1,237.5 | LNFT | 22.50 | 27,843.75 | 21.50 | 26,606.25 | | 0036 | 704-07-00200 | Guard Rail Transitions (Double Thrie Beam) | 125 | LNFT | 75.50 | 9,437.50 | 106.00 | 13,250.00 | | 0037 | 704-10-00310 | Guard Rail End Treatment, NCHRP 350 - 31" (TL-3 Flared) | 5 | EACH | 3,600.00 | 18,000.00 | 2,750.00 | 13,750.00 | | 0038 | 707-04-00100 | Asphalt Curb | 67.5 | LNFT | 100.00 | 6,750.00 | 110.00 | 7,425.00 | | 0039 | 710-01-00100 | Flowable Fill | 42 | CUYD | 225.00 | 9,450.00 | 400.00 | 16,800.00 | | 0040 | 712-02-00100 | Sacked Concrete Revetment | 18 | SQYD | 400.00 | 7,200.00 | 371.00 | 6,678.00 | | 0041 | 713-01-00100 | Temporary Signs and Barricades C.S. 829-28 | 1 | LUMP | 28,000.00 | 28,000.00 | 38,500.00 | 38,500.00 | | 0042 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 1.518 | MILE | 150.00 | 227.70 | 180.00 | 273.24 | | 0043 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 1.518 | MILE | 700.00 | 1,062.60 | 800.00 | 1,214.40 | | 0044 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 3.003 | MILE | 1,300.00 | 3,903.90 | 1,900.00 | 5,705.70 | | 0045 | 717-01-00100 | Seeding | 5 | LB | 11.00 | 55.00 | 165.00 | 825.00 | | 0046 | 718-01-00100 | Fertilizer | 16 | LB | 6.00 | 96.00 | 7.00 | 112.00 | | 0047 | 724-02-00100 | Rumble Strips (Shoulder/Edge) | 0.678 | MILE | 1,000.00 | 678.00 | 615.00 | 416.97 | | 0048 | 727-01-00100 | Mobilization C.S. 829-28 | 1 | LUMP | 33,000.00 | 33,000.00 | 39,500.00 | 39,500.00 | | 0049 | 729-16-00300 | Object Marker Assembly (Type 3) | 6 | EACH | 75.50 | 453.00 | 105.00 | 630.00 | | 0050 | 731-02-00100 | Reflectorized Raised Pavement Markers | 45 | EACH | 7.00 | 315.00 | 18.00 | 810.00 | | 0051 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 1.011 | MILE | 6,000.00 | 6,066.00 | 7,000.00 | 7,077.00 | | 0052 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 0.506 | MILE | 1,500.00 | 759.00 | 3,200.00 | 1,619.20 | | 0053 | 732-05-00100 | Removal of Existing Markings | 0.083 | MILE | 10,000.00 | 830.00 | 19,000.00 | 1,577.00 | | 0054 | 740-01-00100 | Construction Layout C.S. 829-28 | 1 | LUMP | 6,500.00 | 6,500.00 | 7,500.00 | 7,500.00 | | 0055 | 815-03-00300 | Joint Seal (Poured) | 42 | LNFT | 50.00 | 2,100.00 | 18.00 | 756.00 | | 0056 | NS-500-00340 | Saw Cutting Asphalt Concrete Pavement | 1,216 | INLF | 1.00 | 1,216.00 | 1.00 | 1,216.00 | | 0057 | NS-602-00001 | Milling Concrete Pavement | 164.8 | SQYD | 40.00 | 6,592.00 | 41.00 | 6,756.80 | | | | SUBTOTAL ADDITIVE SECTION 1 | | | | 330,725 | | 446,758 | | | | | | | | | | | | | Additive Section 2 | ADDITIVE ALTERNATE 2 (C.S. 065-01) | | | | | | | | | | | | | | | | | | 0058 | 202-02-14500 | Removal of Guard Rail | 762 | LNFT | 2.50 | 1,905.00 | 18.00 | 13,716.00 | | 0059 | 203-07-00100 | Borrow (Vehicular Measurement) | 36 | CUYD | 80.00 | 2,880.00 | 22.00 | 792.00 | | 0060 | 502-01-00100 | Asphalt Concrete | 618.3 | TON | 141.00 | 87,180.30 | 145.00 | 89,653.50 | | 0061 | 502-01-00200 | Asphalt Concrete, Drives, Turnouts and Miscellaneous | 446 | TON | 141.00 | 62,886.00 | 163.00 | 72,698.00 | | 0062 | 509-01-00100 | Milling Asphalt Pavement | 2,008 | SQYD | 5.00 | 10,040.00 | 10.00 | 20,080.00 | | 0063 | 509-02-00100 | Contractor Retained Reclaimed Asphalt Pavement | -47.6 | CUYD | 0.01 | -0.48 | 10.00 | -476.00 | | 0064 | 704-01-01020 | Guard Rail (Single Thrie Beam) (6'-3" post spacing) | 50 | LNFT | 67.50 | 3,375.00 | 49.50 | 2,475.00 | | 0065 | 704-03-00200 | Blocked Out Guard Rail - 31", (6'-3" Post Spacing) | 425.2 | LNFT | 22.50 | 9,567.00 | 27.50 | 11,693.00 | | 0066 | 704-06-00200 | Guard Rail Bridge Attachments (Single Thrie Beam) | 50 | LNFT | 55.50 | 2,775.00 | 44.00 | 2,200.00 | | 0067 | 704-07-00200 | Guard Rail Transitions (Double Thrie Beam) | 200 | LNFT | 75.50 | 15,100.00 | 118.00 | 23,600.00 | | 0068 | 704-10-00310 | Guard Rail End Treatment, NCHRP 350 - 31" (TL-3 Flared) | 8 | EACH | 4,000.00 | 32,000.00 | 2,800.00 | 22,400.00 | | 0069 | 713-01-00100 | Temporary Signs and Barricades C.S. 065-01 | 1 | LUMP | 31,000.00 | 31,000.00 | 24,500.00 | 24,500.00 | | 0070 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 1.464 | MILE | 1,300.00 | 1,903.20 | 900.00 | 1,317.60 | | 0071 | 717-01-00100 | Seeding | 4 | LB | 12.00 | 48.00 | 200.00 | 800.00 | | 0072 | 718-01-00100 | Fertilizer | 14 | LB | 6.00 | 84.00 | 9.00 | 126.00 | | 0073 | 724-01-00100 | Rumble Strips (Centerline) | 0.149 | MILE | 3,000.00 | 447.00 | 650.00 | 96.85 | | 0074 | 724-02-00100 | Rumble Strips (Shoulder/Edge) | 0.298 | MILE | 2,000.00 | 596.00 | 650.00 | 193.70 | | 0075 | 727-01-00100 | Mobilization C.S. 065-01 | 1 | LUMP | 33,000.00 | 33,000.00 | 35,000.00 | 35,000.00 | | 0076 | 729-16-00300 | Object Marker Assembly (Type 3) | 8 | EACH | 75.50 | 604.00 | 85.00 | 680.00 | | 0077 | 729-19-00300 | Dead End Road Installations (Type C) | 1 | EACH | 600.00 | 600.00 | 750.00 | 750.00 | | 0078 | 731-02-00100 | Reflectorized Raised Pavement Markers | 38 | EACH | 7.00 | 266.00 | 15.00 | 570.00 | | 0079 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 0.862 | MILE | 6,000.00 | 5,172.00 | 5,500.00 | 4,741.00 | | 0080 | 732-05-00100 | Removal of Existing Markings | 0.066 | MILE | 10,000.00 | 660.00 | 18,000.00 | 1,188.00 | | 0081 | 740-01-00100 | Construction Layout C.S. 065-01 | 1 | LUMP | 2,900.00 | 2,900.00 | 9,000.00 | 9,000.00 | | 0082 | NS-500-00340 | Saw Cutting Asphalt Concrete Pavement | 656 | INLF | 1.00 | 656.00 | 1.00 | 656.00 | | 0083 | NS-602-00001 | Milling Concrete Pavement | 249.1 | SQYD | 35.00 | 8,718.50 | 12.50 | 3,113.75 | | 0084 | NS-830-00100 | Concrete Bridge Railing Repair and Rehabilitation DAMAGED BRIDGE RAILING REPAIR | 2.5 | LNFT | 2,500.00 | 6,250.00 | 6,000.00 | 15,000.00 | | | | SUBTOTAL ADDITIVE SECTION 2 | | | | 320,613 | | 356,564 | | | | | | | | | | | | | Additive Section 3 | ADDITIVE ALTERNATE 3 (C.S. 245-90) | | | | | | | | | | | | | | | | | | 0085 | 202-02-14500 | Removal of Guard Rail | 206 | LNFT | 2.50 | 515.00 | 19.50 | 4,017.00 | | 0086 | 203-07-00100 | Borrow (Vehicular Measurement) | 45 | CUYD | 80.00 | 3,600.00 | 22.00 | 990.00 | | 0087 | 502-01-00100 | Asphalt Concrete | 598.4 | TON | 131.00 | 78,390.40 | 147.00 | 87,964.80 | | 0088 | 502-01-00200 | Asphalt Concrete, Drives, Turnouts and Miscellaneous | 25.8 | TON | 131.00 | 3,379.80 | 432.00 | 11,145.60 | | 0089 | 702-04-00200 | Adjusting Catch Basins | 2 | EACH | 8,000.00 | 16,000.00 | 3,100.00 | 6,200.00 | | 0090 | 704-03-00200 | Blocked Out Guard Rail - 31", (6'-3" Post Spacing) | 137.5 | LNFT | 22.50 | 3,093.75 | 25.00 | 3,437.50 | | 0091 | 704-06-00200 | Guard Rail Bridge Attachments (Single Thrie Beam) | 25 | LNFT | 55.50 | 1,387.50 | 43.00 | 1,075.00 | | 0092 | 704-07-00200 | Guard Rail Transitions (Double Thrie Beam) | 50 | LNFT | 75.50 | 3,775.00 | 118.00 | 5,900.00 | | 0093 | 704-10-00205 | Guard Rail End Treatment, MASH, (TL-3 Tangent) | 2 | EACH | 5,000.00 | 10,000.00 | 3,600.00 | 7,200.00 | | 0094 | 707-01-00100 | Concrete Curb | 592 | LNFT | 20.00 | 11,840.00 | 34.00 | 20,128.00 | | 0095 | 713-01-00100 | Temporary Signs and Barricades C.S. 245-90 | 1 | LUMP | 21,000.00 | 21,000.00 | 28,000.00 | 28,000.00 | | 0096 | 713-02-00300 | Temporary Pavement Markings (8" Width) | 135 | LNFT | 0.50 | 67.50 | 1.25 | 168.75 | | 0097 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 0.939 | MILE | 1,300.00 | 1,220.70 | 1,900.00 | 1,784.10 | | 0098 | 717-01-00100 | Seeding | 2 | LB | 12.00 | 24.00 | 400.00 | 800.00 | | 0099 | 718-01-00100 | Fertilizer | 8 | LB | 6.00 | 48.00 | 17.00 | 136.00 | | 0100 | 727-01-00100 | Mobilization C.S. 245-90 | 1 | LUMP | 21,000.00 | 21,000.00 | 24,500.00 | 24,500.00 | | 0101 | 729-16-00300 | Object Marker Assembly (Type 3) | 2 | EACH | 75.50 | 151.00 | 118.00 | 236.00 | | 0102 | 731-02-00100 | Reflectorized Raised Pavement Markers | 138 | EACH | 7.00 | 966.00 | 19.00 | 2,622.00 | | 0103 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 0.313 | MILE | 6,000.00 | 1,878.00 | 6,200.00 | 1,940.60 | | 0104 | 732-03-02030 | Plastic Pavement Striping (Dotted Line)(8" W)(2' L)(Thermo 90 mil) | 0.026 | MILE | 12,000.00 | 312.00 | 6,200.00 | 161.20 | | 0105 | 740-01-00100 | Construction Layout C.S. 245-90 | 1 | LUMP | 5,000.00 | 5,000.00 | 9,000.00 | 9,000.00 | | 0106 | NS-500-00220 | Sawing and Sealing Longitudinal Joints in Asphalt Concrete Overlay | 3,492 | LNFT | 2.50 | 8,730.00 | 2.50 | 8,730.00 | | 0107 | NS-500-00240 | Sawing and Sealing Transverse Joints in Asphalt Concrete Overlay | 2,406 | LNFT | 2.50 | 6,015.00 | 2.50 | 6,015.00 | | 0108 | NS-500-00260 | Sawcuts in Asphalt Concrete Lifts | 5,898 | LNFT | 1.00 | 5,898.00 | 1.00 | 5,898.00 | | 0109 | NS-602-00001 | Milling Concrete Pavement | 638.2 | SQYD | 15.00 | 9,573.00 | 15.00 | 9,573.00 | | 0110 | 509-01-00100 | Milling Asphalt Pavement | 320 | SQYD | 6.00 | 1,920.00 | 9.00 | 2,880.00 | | 0111 | 509-02-00100 | Contractor Retained Reclaimed Asphalt Pavement | -9 | CUYD | 0.01 | -0.09 | 10.00 | -90.00 | | | | SUBTOTAL ADDITIVE SECTION 3 | | | | 215,784.56 | | 250,412.55 | | | | | | | | | | | | | | CONTRACTOR TOTAL | | | | 1,135,310.65 | | 1,398,039.38 |
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