LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT
Bid Tabulations


Lead Project: 845-03-0020
Parish: St. Charles
Routes: LA 52
Description: LA 52 (US 90 - LA 18)
Type Const: GRADING, DRAINAGE STRUCTURES, COLD PLANING ASPHALTIC CONCRETE, PAVEMENT PATCHING, CLASS II BASE COURSE, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, PAVEMENT WIDENING, STRIPING AND RELATED WORK
Estimated Construction Cost: $1,191,833.38


RankLicenseBidderConstruction Bid
1 06276 Barriere Construction Co., LLC $1,121,819.95
2 02179 Boh Bros. Construction Co., LLC. $1,680,553.80


Line
Number
Item Number Item Description Quantity Unit of
Measure
- 1 -
Barriere Construction Co., LLC
- 2 -
Boh Bros. Construction Co., LLC.
Unit PriceTotal
Amount
Unit PriceTotal
Amount
0001 202-02-06040 Removal of Concrete Box Headwall STA 113+07, STA 113+52, STA 114+26 3      EACH 900.00 2,700.00 1,000.00 3,000.00
0002 202-02-06100 Removal of Concrete Walks and Drives 300      SQYD 15.00 4,500.00 10.00 3,000.00
0003 202-02-26300 Removal of Median / Island 32      SQYD 50.00 1,600.00 10.00 320.00
0004 202-02-32120 Removal of Pipe (Side Drain) 18" 151      LNFT 7.00 1,057.00 12.00 1,812.00
0005 203-06-00100 Excavation and Embankment 1,000      LNFT 8.00 8,000.00 20.00 20,000.00
0006 203-07-00100 Borrow (Vehicular Measurement) 640      CUYD 25.00 16,000.00 35.00 22,400.00
0007 302-02-03000 Class II Base Course (8" Thick) 1,037      SQYD 17.00 17,629.00 35.00 36,295.00
0008 401-02-00100 Aggregate Surface Course (Adjusted Vehicular Measurement) 287      CUYD 60.00 17,220.00 90.00 25,830.00
0009 502-01-00100 Superpave Asphaltic Concrete 5,109.9    TON 85.00 434,341.50 115.00 587,638.50
0010 502-01-00200 Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous 350      TON 150.00 52,500.00 115.00 40,250.00
0011 509-01-00100 Cold Planing Asphaltic Pavement 45,319      SQYD 1.00 45,319.00 3.00 135,957.00
0012 509-02-00100 Contractor Retained Reclaimed Asphaltic Pavement -1,888.3    CUYD 1.00 -1,888.30 15.00 -28,324.50
0013 510-01-00100 Pavement Patching (6" Minimum Thickness) 60      SQYD 40.00 2,400.00 100.00 6,000.00
0014 510-01-00200 Pavement Patching (12" Minimum Thickness) 1,000      SQYD 60.00 60,000.00 110.00 110,000.00
0015 701-03-01020 Storm Drain Pipe (18" RCP/PP) 812      LNFT 55.00 44,660.00 95.00 77,140.00
0016 701-08-00100 Relaying Pipe 60      LNFT 29.00 1,740.00 125.00 7,500.00
0017 701-10-01040 Reinforced Concrete Pipe (Extension) (18") 4      LNFT 200.00 800.00 300.00 1,200.00
0018 701-16-02020 Plastic Pipe (Extension) (18" CPEPDW) 4      LNFT 200.00 800.00 300.00 1,200.00
0019 702-03-00500 Catch Basins (CB-06) 9      EACH 2,900.00 26,100.00 5,500.00 49,500.00
0020 702-03-00800 Catch Basins (CB-09) 2      EACH 2,600.00 5,200.00 6,000.00 12,000.00
0021 702-04-00100 Adjusting Manholes 2      EACH 100.00 200.00 1,300.00 2,600.00
0022 702-04-00200 Adjusting Catch Basins 14      EACH 650.00 9,100.00 1,600.00 22,400.00
0023 706-01-00300 Concrete Walk (6" Thick) 24      SQYD 48.00 1,152.00 85.00 2,040.00
0024 706-02-00400 Concrete Drive (10" Thick) 230      SQYD 72.00 16,560.00 85.00 19,550.00
0025 706-04-00100 Handicapped Curb Ramps 38      EACH 450.00 17,100.00 2,400.00 91,200.00
0026 707-03-00100 Combination Concrete Curb and Gutter 832      LNFT 25.00 20,800.00 30.00 24,960.00
0027 713-01-00100 Temporary Signs and Barricades 1      LUMP 100,000.00 100,000.00 160,000.00 160,000.00
0028 713-02-00300 Temporary Pavement Markings (8" Width) 1,170      LNFT 0.10 117.00 0.20 234.00
0029 713-02-00500 Temporary Pavement Markings (24" Width) 1,570      LNFT 0.10 157.00 0.80 1,256.00
0030 713-03-01000 Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) 5.46   MILE 150.00 819.00 10.00 54.60
0031 713-03-02000 Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) 5.08   MILE 100.00 508.00 15.00 76.20
0032 713-04-01000 Temporary Pavement Markings (Solid Line) (4" Width) 13      MILE 100.00 1,300.00 30.00 390.00
0033 713-05-00100 Temporary Pavement Legends & Symbols (Arrow) 2      EACH 45.00 90.00 50.00 100.00
0034 713-05-00400 Temporary Pavement Legends & Symbols (RR Crossing) 8      EACH 80.00 640.00 75.00 600.00
0035 717-01-00100 Seeding 60      LB 10.00 600.00 10.00 600.00
0036 718-01-00100 Fertilizer 1,985      LB 0.50 992.50 0.60 1,191.00
0037 726-01-00100 Bedding Material 78      CUYD 110.00 8,580.00 100.00 7,800.00
0038 727-01-00100 Mobilization 1      LUMP 100,000.00 100,000.00 165,000.00 165,000.00
0039 731-02-00100 Reflectorized Raised Pavement Markers 1,142      EACH 5.25 5,995.50 5.75 6,566.50
0040 732-01-01040 Plastic Pavement Striping (8" Width) (Thermoplastic 90 mil) 585      LNFT 1.35 789.75 1.50 877.50
0041 732-01-01080 Plastic Pavement Striping (24" Width) (Thermoplastic 90 mil) 260      LNFT 4.50 1,170.00 4.50 1,170.00
0042 732-01-02080 Plastic Pavement Striping (24" Width) (Thermoplastic 125 mil) 785      LNFT 5.00 3,925.00 5.00 3,925.00
0043 732-02-02000 Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) 6.5    MILE 2,750.00 17,875.00 2,800.00 18,200.00
0044 732-03-02000 Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) 2.54   MILE 850.00 2,159.00 850.00 2,159.00
0045 732-04-01100 Plastic Pavement Legends and Symbols (Arrow - Right Turn) 1      EACH 200.00 200.00 220.00 220.00
0046 732-04-18000 Plastic Pavement Legends and Symbols (RR Crossing) 4      EACH 400.00 1,600.00 400.00 1,600.00
0047 735-01-00100 Mailboxes 8      EACH 5.00 40.00 5.50 44.00
0048 735-02-00100 Mailbox Supports (Single) 8      EACH 200.00 1,600.00 220.00 1,760.00
0049 740-01-00100 Construction Layout 1      LUMP 55,000.00 55,000.00 12,000.00 12,000.00
0050 805-01-00300 Class A Concrete (Box Culvert Headwalls) 3      CUYD 1,700.00 5,100.00 3,000.00 9,000.00
0051 NS-500-00340 Saw Cutting Asphaltic Concrete Pavement 43,920      INLF 0.10 4,392.00 0.10 4,392.00
0052 NS-600-00220 Saw Cutting Portland Cement Concrete Pavement 580      INLF 1.00 580.00 1.50 870.00
0053 NS-702-00001 Cleaning Existing Catch Basin 10      EACH 200.00 2,000.00 500.00 5,000.00
                 
    CONTRACTOR TOTAL       1,121,819.95   1,680,553.80
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