LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT
Bid Tabulations


Lead Project: H.001054.6
Parish: Sabine
Routes: LA 6
Description: PENDLETON BR. - JCT. LA 191
Type Const: GRADING, DRAINAGE STRUCTURES, COLD PLANING ASPHALTIC CONCRETE, SUPERPAVE ASPHALTIC CONCRETE OVERLAY AND RELATED WORK
Estimated Construction Cost: $1,655,217.20


RankLicenseBidderConstruction Bid
1 08584 Madden Contracting Co., Inc. $1,601,910.99
2 12487 Diamond B Construction Co., L.L.C. $1,799,158.03
3 12312 Gilchrist Construction Co. LLC $1,845,840.72


Line
Number
Item Number Item Description Quantity Unit of
Measure
- 1 -
Madden Contracting Co., Inc.
- 2 -
Diamond B Construction Co., L.L.C.
- 3 -
Gilchrist Construction Co. LLC
Unit PriceTotal
Amount
Unit PriceTotal
Amount
Unit PriceTotal
Amount
0001 202-01-00100 Removal of Structures and Obstructions 1      LUMP 1,000.00 1,000.00 1,400.00 1,400.00 3,492.72 3,492.72
0002 202-02-14500 Removal of Guard Rail 2,694      LNFT 5.50 14,817.00 6.00 16,164.00 13.85 37,311.90
0003 203-07-00100 Borrow (Vehicular Measurement) 20      CUYD 30.00 600.00 50.00 1,000.00 27.41 548.20
0004 401-02-00100 Aggregate Surface Course (Adjusted Vehicular Measurement) 233      CUYD 1.00 233.00 91.00 21,203.00 63.32 14,753.56
0005 502-01-00100 Superpave Asphaltic Concrete 11,376.5    TON 90.00 1,023,885.00 92.00 1,046,638.00 96.37 1,096,353.31
0006 502-01-00200 Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous 956.1    TON 50.00 47,805.00 150.00 143,415.00 212.18 202,865.30
0007 509-01-00100 Cold Planing Asphaltic Pavement 83,254      SQYD 1.15 95,742.10 2.50 208,135.00 0.74 61,607.96
0008 509-02-00100 Contractor Retained Reclaimed Asphaltic Pavement -4,153      CUYD 0.10 -415.30 0.10 -415.30 0.00 0.00
0009 510-01-00200 Pavement Patching (12" Minimum Thickness) 1,050      SQYD 76.00 79,800.00 91.00 95,550.00 92.94 97,587.00
0010 701-01-01001 Cross Drain Pipe (24" RCP) 16      LNFT 350.00 5,600.00 250.00 4,000.00 95.29 1,524.64
0011 701-15-00100 Concrete Collar 1      EACH 1,250.00 1,250.00 1,500.00 1,500.00 828.86 828.86
0012 704-01-01020 Guard Rail (Single Thrie Beam) (6'-3" post spacing) 560      LNFT 31.00 17,360.00 32.00 17,920.00 56.40 31,584.00
0013 704-03-00100 Blocked Out Guard Rail 2,478      LNFT 18.00 44,604.00 20.00 49,560.00 22.56 55,903.68
0014 704-07-00200 Guard Rail Bridge Attachments (Single Thrie Beam) 25      LNFT 40.00 1,000.00 41.00 1,025.00 56.40 1,410.00
0015 704-08-00200 Guard Rail Transitions (Double Thrie Beam) 50      LNFT 55.00 2,750.00 56.00 2,800.00 67.68 3,384.00
0016 704-11-00200 Guard Rail End Treatment (Tangent) 2      EACH 2,500.00 5,000.00 2,600.00 5,200.00 2,819.87 5,639.74
0017 707-01-00100 Concrete Curb 20      LNFT 50.00 1,000.00 26.00 520.00 49.38 987.60
0018 713-01-00100 Temporary Signs and Barricades 1      LUMP 77,000.00 77,000.00 10,000.00 10,000.00 6,920.43 6,920.43
0019 713-03-01000 Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) 7.127  MILE 325.00 2,316.28 155.00 1,104.69 358.29 2,553.53
0020 713-03-02000 Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) 5.648  MILE 1.00 5.65 160.00 903.68 507.57 2,866.76
0021 713-04-01000 Temporary Pavement Markings (Solid Line) (4" Width) 20.163  MILE 1.00 20.16 260.00 5,242.38 620.37 12,508.52
0022 726-01-00100 Bedding Material 3.5    CUYD 100.00 350.00 125.00 437.50 121.87 426.55
0023 727-01-00100 Mobilization 1      LUMP 77,000.00 77,000.00 56,800.00 56,800.00 85,959.08 85,959.08
0024 729-01-00100 Sign (Type A) 83      SQFT 30.00 2,490.00 31.00 2,573.00 112.79 9,361.57
0025 729-16-00300 Object Marker Assembly (Type 3) 3      EACH 70.00 210.00 72.00 216.00 84.60 253.80
0026 731-02-00100 Reflectorized Raised Pavement Markers 470      EACH 4.50 2,115.00 5.00 2,350.00 5.92 2,782.40
0027 732-02-02000 Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) 10.081  MILE 2,600.00 26,210.60 2,700.00 27,218.70 2,763.46 27,858.44
0028 732-03-02000 Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) 2.824  MILE 750.00 2,118.00 760.00 2,146.24 902.35 2,548.24
0029 732-04-01020 Plastic Pavement Legends and Symbols (Arrow - Straight) 18      EACH 150.00 2,700.00 160.00 2,880.00 451.18 8,121.24
0030 732-04-02000 Plastic Pavement Legends and Symbols (Bicycle) 18      EACH 225.00 4,050.00 250.00 4,500.00 451.18 8,121.24
0031 735-01-00100 Mailboxes 43      EACH 1.00 43.00 1.00 43.00 1.13 48.59
0032 735-02-00100 Mailbox Supports (Single) 35      EACH 122.00 4,270.00 130.00 4,550.00 140.99 4,934.65
0033 735-03-00100 Mailbox Supports (Double) 2      EACH 172.00 344.00 180.00 360.00 208.67 417.34
0034 735-04-00100 Mailbox Supports (Multiple) 3      EACH 322.00 966.00 325.00 975.00 225.59 676.77
0035 739-01-00100 Hydro-Seeding 0.85   ACRE 3,500.00 2,975.00 2,300.00 1,955.00 2,819.86 2,396.88
0036 740-01-00100 Construction Layout 1      LUMP 15,000.00 15,000.00 6,000.00 6,000.00 5,202.26 5,202.26
0037 NS-500-00240 Sawing and Sealing Transverse Joints in Asphaltic Concrete Overlay 280      LNFT 4.00 1,120.00 4.00 1,120.00 5.36 1,500.80
0038 NS-500-00260 Sawcuts in Asphaltic Concrete Lifts 280      LNFT 3.00 840.00 2.82 789.60 2.30 644.00
0039 NS-500-00340 Saw Cutting Asphaltic Concrete Pavement 28,350      INLF 0.01 283.50 0.23 6,520.50 0.37 10,489.50
0040 NS-724-00001 Rumble Strips (Centerline Ground-In) 2.7    MILE 740.00 1,998.00 1,939.18 5,235.79 576.47 1,556.47
0041 NS-724-00002 Rumble Strips (Shoulder Ground-In) 5.5    MILE 400.00 2,200.00 213.17 1,172.44 573.68 3,155.24
0042 NS-724-00003 Rumble Strips (Intersection Ground-In) 1      EACH 3,000.00 3,000.00 1,598.80 1,598.80 837.42 837.42
0043 NS-729-00005 Square Steel Tubular Sign Posts and Hardware (2" x 2")(2.23lb/ft) 50      LNFT 15.00 750.00 75.00 3,750.00 169.19 8,459.50
0044 NS-729-00006 Square Steel Tubular Sign Posts and Hardware (2 1/4" x 2 1/4") 15      LNFT 27.00 405.00 75.00 1,125.00 169.19 2,537.85
0045 NS-736-00100 Radar Traffic Sensor and Recorder System 1      EACH 29,100.00 29,100.00 31,976.01 31,976.01 16,919.18 16,919.18
                     
    CONTRACTOR TOTAL       1,601,910.99   1,799,158.03   1,845,840.72
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