Proposal:H.012647.6
Parish:Pointe Coupee
Routes:LA 970
Description:LA 970: LA 417 - LA 1
Type Construction:DRAINAGE STRUCTURES, MILLING ASPHALT PAVEMENT, SUBGRADE TREATMENT, PAVEMENT PATCHING, LIME TREATMENT, IN-PLACE CEMENT TREATED BASE COURSE, ASPHALT SURFACE TREATMENT, ASPHALT CONCRETE PAVEMENT, AND RELATED WORK.
Estimated Construction Cost:$3,049,972.67
| Rank | License | Bidder | Construction Bid |
| 1 | 06276 | Barriere Construction Co., LLC | $3,271,253.89 |
| 2 | 12487 | Diamond B Construction Co., L.L.C. | $3,343,915.71 |
| 3 | 08815 | W. E. MCDONALD & SON, LLC. | $3,351,921.71 |
| 4 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $3,558,569.36 |
| 5 | 00046 | Barber Bros. Contracting Co., L.L.C | $3,673,927.00 |
| 6 | 00481 | COASTAL BRIDGE CO., L.L.C. | $3,691,117.40 |
Line
Number | Item Number | Item Description | Quantity | Unit of
Measure | - 1 -
Barriere Construction Co., LLC | - 2 -
Diamond B Construction Co., L.L.C. | - 3 -
W. E. MCDONALD & SON, LLC. | - 4 -
GILCHRIST CONSTRUCTION CO. LLC | | Unit Price | Total
Amount | Unit Price | Total
Amount | Unit Price | Total
Amount | Unit Price | Total
Amount | | 0001 | 202-02-06100 | Removal of Concrete Walks and Drives | 30 | SQYD | 15.00 | 450.00 | 17.00 | 510.00 | 100.00 | 3,000.00 | 110.00 | 3,300.00 | | 0002 | 202-02-14500 | Removal of Guard Rail | 688 | LNFT | 12.00 | 8,256.00 | 22.00 | 15,136.00 | 14.25 | 9,804.00 | 17.00 | 11,696.00 | | 0003 | 202-02-32100 | Removal of Pipe (Cross Drain) 24" | 257 | LNFT | 40.00 | 10,280.00 | 13.00 | 3,341.00 | 7.70 | 1,978.90 | 18.00 | 4,626.00 | | 0004 | 202-02-32100 | Removal of Pipe (Cross Drain) 30" | 49 | LNFT | 60.00 | 2,940.00 | 13.00 | 637.00 | 7.70 | 377.30 | 30.00 | 1,470.00 | | 0005 | 203-07-00100 | Borrow (Vehicular Measurement) | 1,511 | CUYD | 20.00 | 30,220.00 | 24.00 | 36,264.00 | 19.00 | 28,709.00 | 24.00 | 36,264.00 | | 0006 | 203-07-00200 | Borrow (Vehicular Measurement) (Selected Soils) | 4,720 | CUYD | 10.00 | 47,200.00 | 1.00 | 4,720.00 | 19.00 | 89,680.00 | 18.00 | 84,960.00 | | 0007 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 48 | EACH | 65.00 | 3,120.00 | 130.00 | 6,240.00 | 137.00 | 6,576.00 | 130.00 | 6,240.00 | | 0008 | 204-06-00100 | Temporary Silt Fencing | 2,587 | LNFT | 1.00 | 2,587.00 | 1.55 | 4,009.85 | 1.65 | 4,268.55 | 2.00 | 5,174.00 | | 0009 | 303-02-00100 | Removal of Existing Patches | 847 | SQYD | 6.00 | 5,082.00 | 4.00 | 3,388.00 | 9.00 | 7,623.00 | 13.50 | 11,434.50 | | 0010 | 304-01-00100 | Lime | 45.6 | TON | 125.00 | 5,700.00 | 215.00 | 9,804.00 | 200.00 | 9,120.00 | 0.01 | 0.46 | | 0011 | 304-03-00400 | Lime Treatment (Type C) (12" Thick) | 1,930 | SQYD | 7.00 | 13,510.00 | 8.50 | 16,405.00 | 5.00 | 9,650.00 | 0.01 | 19.30 | | 0012 | 305-01-04020 | Subgrade Layer (12" Thick) (Treated) | 38,601 | SQYD | 15.00 | 579,015.00 | 15.75 | 607,965.75 | 13.45 | 519,183.45 | 13.00 | 501,813.00 | | 0013 | 308-01-00100 | In-Place Cement Treated Base Course (12" Thick) | 77,202 | SQYD | 9.00 | 694,818.00 | 7.55 | 582,875.10 | 8.75 | 675,517.50 | 8.50 | 656,217.00 | | 0014 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 105 | CUYD | 20.00 | 2,100.00 | 11.75 | 1,233.75 | 100.00 | 10,500.00 | 60.00 | 6,300.00 | | 0015 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 120 | CUYD | 3.00 | 360.00 | 48.00 | 5,760.00 | 100.00 | 12,000.00 | 74.00 | 8,880.00 | | 0016 | 701-02-01000 | Cross Drain Pipe Arch (24" Equiv. RCPA) | 264 | LNFT | 140.00 | 36,960.00 | 133.00 | 35,112.00 | 120.00 | 31,680.00 | 200.00 | 52,800.00 | | 0017 | 701-02-01020 | Cross Drain Pipe Arch (30" Equiv. RCPA) | 56 | LNFT | 165.00 | 9,240.00 | 140.00 | 7,840.00 | 138.00 | 7,728.00 | 210.00 | 11,760.00 | | 0018 | 701-16-02060 | Plastic Pipe (Extension) (30" CPEPDW) | 40 | LNFT | 95.00 | 3,800.00 | 85.00 | 3,400.00 | 110.00 | 4,400.00 | 125.00 | 5,000.00 | | 0019 | 704-01-01000 | Guard Rail (Single Thrie Beam) (3'-1 1/2" post spacing) | 175 | LNFT | 50.00 | 8,750.00 | 40.00 | 7,000.00 | 43.00 | 7,525.00 | 47.00 | 8,225.00 | | 0020 | 704-01-01020 | Guard Rail (Single Thrie Beam) (6'-3" post spacing) | 266 | LNFT | 63.00 | 16,758.00 | 62.00 | 16,492.00 | 66.00 | 17,556.00 | 87.00 | 23,142.00 | | 0021 | 704-03-00100 | Blocked Out Guard Rail | 162.5 | LNFT | 21.00 | 3,412.50 | 21.00 | 3,412.50 | 22.00 | 3,575.00 | 24.00 | 3,900.00 | | 0022 | 704-11-00100 | Guard Rail End Treatment (Flared) | 1 | EACH | 2,400.00 | 2,400.00 | 2,300.00 | 2,300.00 | 2,416.00 | 2,416.00 | 2,600.00 | 2,600.00 | | 0023 | 704-11-00200 | Guard Rail End Treatment (Tangent) | 7 | EACH | 2,700.00 | 18,900.00 | 2,400.00 | 16,800.00 | 2,581.00 | 18,067.00 | 2,850.00 | 19,950.00 | | 0024 | 706-02-00200 | Concrete Drive (6" Thick) | 67.6 | SQYD | 100.00 | 6,760.00 | 89.00 | 6,016.40 | 87.00 | 5,881.20 | 130.00 | 8,788.00 | | 0025 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 148,000.00 | 148,000.00 | 45,000.00 | 45,000.00 | 50,000.00 | 50,000.00 | 50,000.00 | 50,000.00 | | 0026 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 14.697 | MILE | 95.00 | 1,396.22 | 154.00 | 2,263.34 | 400.00 | 5,878.80 | 205.00 | 3,012.89 | | 0027 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 12.99 | MILE | 398.00 | 5,170.02 | 355.00 | 4,611.45 | 0.01 | 0.13 | 1.00 | 12.99 | | 0028 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 37.074 | MILE | 250.00 | 9,268.50 | 755.00 | 27,990.87 | 0.01 | 0.37 | 1.00 | 37.07 | | 0029 | 717-01-00100 | Seeding | 95 | LB | 10.00 | 950.00 | 13.00 | 1,235.00 | 14.00 | 1,330.00 | 13.00 | 1,235.00 | | 0030 | 718-01-00100 | Fertilizer | 2,375 | LB | 0.80 | 1,900.00 | 0.52 | 1,235.00 | 0.55 | 1,306.25 | 0.55 | 1,306.25 | | 0031 | 722-02-00100 | Project Site Laboratory (Equipped) | 1 | EACH | 3,000.00 | 3,000.00 | 2,500.00 | 2,500.00 | 3,000.00 | 3,000.00 | 3,000.00 | 3,000.00 | | 0032 | 726-01-00100 | Bedding Material | 131.5 | CUYD | 75.00 | 9,862.50 | 110.00 | 14,465.00 | 104.00 | 13,676.00 | 115.00 | 15,122.50 | | 0033 | 727-01-00100 | Mobilization | 1 | LUMP | 110,000.00 | 110,000.00 | 140,000.00 | 140,000.00 | 155,000.00 | 155,000.00 | 350,000.00 | 350,000.00 | | 0034 | 729-16-00200 | Object Marker Assembly (Type 2) | 18 | EACH | 50.00 | 900.00 | 80.00 | 1,440.00 | 83.00 | 1,494.00 | 55.00 | 990.00 | | 0035 | 729-16-00300 | Object Marker Assembly (Type 3) | 10 | EACH | 90.00 | 900.00 | 82.00 | 820.00 | 88.00 | 880.00 | 110.00 | 1,100.00 | | 0036 | 731-02-00100 | Reflectorized Raised Pavement Markers | 739 | EACH | 6.00 | 4,434.00 | 6.50 | 4,803.50 | 6.00 | 4,434.00 | 5.00 | 3,695.00 | | 0037 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 12.358 | MILE | 3,500.00 | 43,253.00 | 3,600.00 | 44,488.80 | 3,515.00 | 43,438.37 | 3,300.00 | 40,781.40 | | 0038 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 4.33 | MILE | 1,000.00 | 4,330.00 | 1,300.00 | 5,629.00 | 990.00 | 4,286.70 | 950.00 | 4,113.50 | | 0039 | 735-01-00100 | Mailboxes | 10 | EACH | 15.00 | 150.00 | 1.00 | 10.00 | 1.25 | 12.50 | 1.00 | 10.00 | | 0040 | 735-02-00100 | Mailbox Supports (Single) | 10 | EACH | 140.00 | 1,400.00 | 260.00 | 2,600.00 | 275.00 | 2,750.00 | 230.00 | 2,300.00 | | 0041 | 740-01-00100 | Construction Layout | 1 | LUMP | 23,000.00 | 23,000.00 | 35,000.00 | 35,000.00 | 6,000.00 | 6,000.00 | 17,500.00 | 17,500.00 | | 0042 | NS-200-00020 | Cleaning Existing Ditches | 1,050 | LNFT | 0.75 | 787.50 | 8.00 | 8,400.00 | 7.15 | 7,507.50 | 25.00 | 26,250.00 | | 0043 | NS-502-01000 | Asphalt Concrete | 14,540.3 | TON | 75.00 | 1,090,522.50 | 77.00 | 1,119,603.10 | 77.50 | 1,126,873.25 | 78.00 | 1,134,143.40 | | 0044 | NS-502-01100 | Asphalt Concrete, Drives, Turnouts and Miscellaneous | 843.7 | TON | 75.00 | 63,277.50 | 120.00 | 101,244.00 | 77.50 | 65,386.75 | 78.00 | 65,808.60 | | 0045 | NS-507-01100 | Asphalt Material (CRS-2P Emulsion) | 50,553 | GAL | 2.40 | 121,327.20 | 2.35 | 118,799.55 | 2.50 | 126,382.50 | 2.50 | 126,382.50 | | 0046 | NS-507-02200 | Aggregate (S2) | 74,343 | SQYD | 1.00 | 74,343.00 | 1.00 | 74,343.00 | 1.07 | 79,547.01 | 1.00 | 74,343.00 | | 0047 | NS-507-02300 | Aggregate (S3) | 74,343 | SQYD | 0.85 | 63,191.55 | 0.85 | 63,191.55 | 0.86 | 63,934.98 | 1.00 | 74,343.00 | | 0048 | NS-509-01000 | Milling Asphalt Pavement | 51,468 | SQYD | 0.50 | 25,734.00 | 1.90 | 97,789.20 | 1.65 | 84,922.20 | 1.00 | 51,468.00 | | 0049 | NS-509-02000 | Contractor Retained Reclaimed Asphalt Pavement | -2,145 | CUYD | 30.00 | -64,350.00 | 1.00 | -2,145.00 | 7.50 | -16,087.50 | 1.00 | -2,145.00 | | 0050 | NS-510-01400 | Pavement Patching (12" Minimum Thickness) | 81 | SQYD | 85.00 | 6,885.00 | 160.00 | 12,960.00 | 99.00 | 8,019.00 | 150.00 | 12,150.00 | | 0051 | NS-600-00220 | Saw Cutting Portland Cement Concrete Pavement | 504 | INLF | 0.10 | 50.40 | 2.50 | 1,260.00 | 1.65 | 831.60 | 5.00 | 2,520.00 | | 0052 | NS-701-00002 | Trench Excavation Safety Protection (Depth > 5 feet) | 287 | LNFT | 1.50 | 430.50 | 8.00 | 2,296.00 | 2.20 | 631.40 | 20.00 | 5,740.00 | | 0053 | NS-713-00009 | Portable Changeable Message Sign (with communications) | 2 | EACH | 3,000.00 | 6,000.00 | 4,800.00 | 9,600.00 | 6,500.00 | 13,000.00 | 6,000.00 | 12,000.00 | | 0054 | NS-724-00005 | Rumble Strips (Shoulder) | 9.7 | MILE | 260.00 | 2,522.00 | 600.00 | 5,820.00 | 1,100.00 | 10,670.00 | 700.00 | 6,790.00 | | | | | | | | | | | | | | | | | | CONTRACTOR TOTAL | | | | 3,271,253.89 | | 3,343,915.71 | | 3,351,921.71 | | 3,558,569.36 |
Line
Number | Item Number | Item Description | Quantity | Unit of
Measure | - 5 -
Barber Bros. Contracting Co., L.L.C | - 6 -
COASTAL BRIDGE CO., L.L.C. | | Unit Price | Total
Amount | Unit Price | Total
Amount | | 0001 | 202-02-06100 | Removal of Concrete Walks and Drives | 30 | SQYD | 15.00 | 450.00 | 100.00 | 3,000.00 | | 0002 | 202-02-14500 | Removal of Guard Rail | 688 | LNFT | 18.00 | 12,384.00 | 10.00 | 6,880.00 | | 0003 | 202-02-32100 | Removal of Pipe (Cross Drain) 24" | 257 | LNFT | 30.00 | 7,710.00 | 60.00 | 15,420.00 | | 0004 | 202-02-32100 | Removal of Pipe (Cross Drain) 30" | 49 | LNFT | 30.00 | 1,470.00 | 65.00 | 3,185.00 | | 0005 | 203-07-00100 | Borrow (Vehicular Measurement) | 1,511 | CUYD | 18.00 | 27,198.00 | 30.00 | 45,330.00 | | 0006 | 203-07-00200 | Borrow (Vehicular Measurement) (Selected Soils) | 4,720 | CUYD | 20.00 | 94,400.00 | 5.00 | 23,600.00 | | 0007 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 48 | EACH | 150.00 | 7,200.00 | 0.01 | 0.48 | | 0008 | 204-06-00100 | Temporary Silt Fencing | 2,587 | LNFT | 1.50 | 3,880.50 | 0.01 | 25.87 | | 0009 | 303-02-00100 | Removal of Existing Patches | 847 | SQYD | 12.00 | 10,164.00 | 1.00 | 847.00 | | 0010 | 304-01-00100 | Lime | 45.6 | TON | 210.00 | 9,576.00 | 200.00 | 9,120.00 | | 0011 | 304-03-00400 | Lime Treatment (Type C) (12" Thick) | 1,930 | SQYD | 2.00 | 3,860.00 | 0.01 | 19.30 | | 0012 | 305-01-04020 | Subgrade Layer (12" Thick) (Treated) | 38,601 | SQYD | 14.00 | 540,414.00 | 15.50 | 598,315.50 | | 0013 | 308-01-00100 | In-Place Cement Treated Base Course (12" Thick) | 77,202 | SQYD | 9.00 | 694,818.00 | 8.50 | 656,217.00 | | 0014 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 105 | CUYD | 40.00 | 4,200.00 | 100.00 | 10,500.00 | | 0015 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 120 | CUYD | 45.00 | 5,400.00 | 100.00 | 12,000.00 | | 0016 | 701-02-01000 | Cross Drain Pipe Arch (24" Equiv. RCPA) | 264 | LNFT | 110.00 | 29,040.00 | 200.00 | 52,800.00 | | 0017 | 701-02-01020 | Cross Drain Pipe Arch (30" Equiv. RCPA) | 56 | LNFT | 130.00 | 7,280.00 | 300.00 | 16,800.00 | | 0018 | 701-16-02060 | Plastic Pipe (Extension) (30" CPEPDW) | 40 | LNFT | 160.00 | 6,400.00 | 125.00 | 5,000.00 | | 0019 | 704-01-01000 | Guard Rail (Single Thrie Beam) (3'-1 1/2" post spacing) | 175 | LNFT | 50.00 | 8,750.00 | 60.00 | 10,500.00 | | 0020 | 704-01-01020 | Guard Rail (Single Thrie Beam) (6'-3" post spacing) | 266 | LNFT | 90.00 | 23,940.00 | 100.00 | 26,600.00 | | 0021 | 704-03-00100 | Blocked Out Guard Rail | 162.5 | LNFT | 24.00 | 3,900.00 | 20.00 | 3,250.00 | | 0022 | 704-11-00100 | Guard Rail End Treatment (Flared) | 1 | EACH | 2,650.00 | 2,650.00 | 2,400.00 | 2,400.00 | | 0023 | 704-11-00200 | Guard Rail End Treatment (Tangent) | 7 | EACH | 2,900.00 | 20,300.00 | 2,600.00 | 18,200.00 | | 0024 | 706-02-00200 | Concrete Drive (6" Thick) | 67.6 | SQYD | 110.00 | 7,436.00 | 80.00 | 5,408.00 | | 0025 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 130,000.00 | 130,000.00 | 50,000.00 | 50,000.00 | | 0026 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 14.697 | MILE | 350.00 | 5,143.95 | 1.00 | 14.70 | | 0027 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 12.99 | MILE | 350.00 | 4,546.50 | 1.00 | 12.99 | | 0028 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 37.074 | MILE | 350.00 | 12,975.90 | 1.00 | 37.07 | | 0029 | 717-01-00100 | Seeding | 95 | LB | 11.00 | 1,045.00 | 1.00 | 95.00 | | 0030 | 718-01-00100 | Fertilizer | 2,375 | LB | 1.00 | 2,375.00 | 1.00 | 2,375.00 | | 0031 | 722-02-00100 | Project Site Laboratory (Equipped) | 1 | EACH | 5,000.00 | 5,000.00 | 10,000.00 | 10,000.00 | | 0032 | 726-01-00100 | Bedding Material | 131.5 | CUYD | 50.00 | 6,575.00 | 200.00 | 26,300.00 | | 0033 | 727-01-00100 | Mobilization | 1 | LUMP | 350,000.00 | 350,000.00 | 350,000.00 | 350,000.00 | | 0034 | 729-16-00200 | Object Marker Assembly (Type 2) | 18 | EACH | 55.00 | 990.00 | 85.00 | 1,530.00 | | 0035 | 729-16-00300 | Object Marker Assembly (Type 3) | 10 | EACH | 110.00 | 1,100.00 | 80.00 | 800.00 | | 0036 | 731-02-00100 | Reflectorized Raised Pavement Markers | 739 | EACH | 5.50 | 4,064.50 | 5.00 | 3,695.00 | | 0037 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 12.358 | MILE | 3,300.00 | 40,781.40 | 3,200.00 | 39,545.60 | | 0038 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 4.33 | MILE | 950.00 | 4,113.50 | 900.00 | 3,897.00 | | 0039 | 735-01-00100 | Mailboxes | 10 | EACH | 2.00 | 20.00 | 5.00 | 50.00 | | 0040 | 735-02-00100 | Mailbox Supports (Single) | 10 | EACH | 225.00 | 2,250.00 | 190.00 | 1,900.00 | | 0041 | 740-01-00100 | Construction Layout | 1 | LUMP | 25,000.00 | 25,000.00 | 50,000.00 | 50,000.00 | | 0042 | NS-200-00020 | Cleaning Existing Ditches | 1,050 | LNFT | 8.00 | 8,400.00 | 5.00 | 5,250.00 | | 0043 | NS-502-01000 | Asphalt Concrete | 14,540.3 | TON | 75.00 | 1,090,522.50 | 70.00 | 1,017,821.00 | | 0044 | NS-502-01100 | Asphalt Concrete, Drives, Turnouts and Miscellaneous | 843.7 | TON | 75.00 | 63,277.50 | 140.00 | 118,118.00 | | 0045 | NS-507-01100 | Asphalt Material (CRS-2P Emulsion) | 50,553 | GAL | 2.35 | 118,799.55 | 2.30 | 116,271.90 | | 0046 | NS-507-02200 | Aggregate (S2) | 74,343 | SQYD | 1.05 | 78,060.15 | 1.00 | 74,343.00 | | 0047 | NS-507-02300 | Aggregate (S3) | 74,343 | SQYD | 0.85 | 63,191.55 | 0.80 | 59,474.40 | | 0048 | NS-509-01000 | Milling Asphalt Pavement | 51,468 | SQYD | 2.00 | 102,936.00 | 3.50 | 180,138.00 | | 0049 | NS-509-02000 | Contractor Retained Reclaimed Asphalt Pavement | -2,145 | CUYD | 0.00 | 0.00 | 0.01 | -21.45 | | 0050 | NS-510-01400 | Pavement Patching (12" Minimum Thickness) | 81 | SQYD | 80.00 | 6,480.00 | 200.00 | 16,200.00 | | 0051 | NS-600-00220 | Saw Cutting Portland Cement Concrete Pavement | 504 | INLF | 1.00 | 504.00 | 0.01 | 5.04 | | 0052 | NS-701-00002 | Trench Excavation Safety Protection (Depth > 5 feet) | 287 | LNFT | 1.00 | 287.00 | 75.00 | 21,525.00 | | 0053 | NS-713-00009 | Portable Changeable Message Sign (with communications) | 2 | EACH | 5,000.00 | 10,000.00 | 6,900.00 | 13,800.00 | | 0054 | NS-724-00005 | Rumble Strips (Shoulder) | 9.7 | MILE | 275.00 | 2,667.50 | 260.00 | 2,522.00 | | | | | | | | | | | | | | CONTRACTOR TOTAL | | | | 3,673,927.00 | | 3,691,117.40 |
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