Proposal:H.015777.6
Parish:Caldwell
Routes:LA 126, LA 849
Description:LA 126 & LA 849: ASPHALT OVERLAYS
Type Construction:CLEARING AND GRUBBING, GRADING, DRAINAGE STRUCTURES, IN-PLACE CEMENT TREATED BASE COURSE, ASPHALT SURFACE TREATMENT, ASPHALT CONCRETE PAVEMENT, AND RELATED WORK.
Estimated Construction Cost:$5,449,290.94
| Rank | License | Bidder | Construction Bid |
| 1 | 12487 | Diamond B Construction Co., L.L.C. | $4,896,756.49 |
| 2 | 12312 | Gilchrist Construction Company, LLC | $5,051,522.89 |
| 3 | 05789 | D & J CONSTRUCTION CO., LLC | $6,814,572.00 |
Line
Number | Item Number | Item Description | Quantity | Unit of
Measure | - 1 -
Diamond B Construction Co., L.L.C. | - 2 -
Gilchrist Construction Company, LLC | - 3 -
D & J CONSTRUCTION CO., LLC | | Unit Price | Total
Amount | Unit Price | Total
Amount | Unit Price | Total
Amount | | 0001 | 201-01-00200 | Clearing and Grubbing (Selective) | 0.115 | LUMP | 35,500.00 | 35,500.00 | 27,800.00 | 27,800.00 | 35,000.00 | 35,000.00 | | 0002 | 202-02-02020 | Removal of Asphalt Pavement | 1,025.9 | SQYD | 15.00 | 15,388.50 | 18.00 | 18,466.20 | 12.00 | 12,310.80 | | 0003 | 202-02-14500 | Removal of Guard Rail | 1,262.5 | LNFT | 14.00 | 17,675.00 | 10.00 | 12,625.00 | 30.00 | 37,875.00 | | 0004 | 202-02-32100 | Removal of Pipe (Cross Drain) 24" RCP | 8 | LNFT | 20.00 | 160.00 | 40.00 | 320.00 | 35.00 | 280.00 | | 0005 | 202-02-32100 | Removal of Pipe (Cross Drain) 48" CMP, 36" EQUIV. CMPA, 24" CMP | 205 | LNFT | 25.00 | 5,125.00 | 40.00 | 8,200.00 | 35.00 | 7,175.00 | | 0006 | 202-02-32120 | Removal of Pipe (Side Drain) 24" CMP | 55 | LNFT | 15.00 | 825.00 | 40.00 | 2,200.00 | 35.00 | 1,925.00 | | 0007 | 203-02-00100 | Drainage Excavation | 200 | CUYD | 15.00 | 3,000.00 | 100.00 | 20,000.00 | 50.00 | 10,000.00 | | 0008 | 203-07-00100 | Borrow (Vehicular Measurement) | 605 | CUYD | 20.00 | 12,100.00 | 75.00 | 45,375.00 | 45.00 | 27,225.00 | | 0009 | 204-06-00100 | Temporary Silt Fencing | 2,151 | LNFT | 2.50 | 5,377.50 | 2.20 | 4,732.20 | 6.00 | 12,906.00 | | 0010 | 303-03-00400 | In-Place Cement Treated Base Course (12" Thick) | 2,588.8 | SQYD | 30.00 | 77,664.00 | 23.00 | 59,542.40 | 28.00 | 72,486.40 | | 0011 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 1,573 | CUYD | 115.00 | 180,895.00 | 80.00 | 125,840.00 | 95.00 | 149,435.00 | | 0012 | 402-01-00101 | Traffic Maintenance Surfacing (Aggregate) (Vehicular Measurement) | 143.9 | CUYD | 65.00 | 9,353.50 | 100.00 | 14,390.00 | 135.00 | 19,426.50 | | 0013 | 502-01-00100 | Asphalt Concrete | 11,395.4 | TON | 137.00 | 1,561,169.80 | 140.00 | 1,595,356.00 | 195.00 | 2,222,103.00 | | 0014 | 502-01-00200 | Asphalt Concrete, Drives, Turnouts and Miscellaneous | 1,156.3 | TON | 265.00 | 306,419.50 | 140.00 | 161,882.00 | 295.00 | 341,108.50 | | 0015 | 507-01-00100 | Asphalt Material (CRS-2P Emulsion) | 30,241 | GAL | 3.90 | 117,939.90 | 3.90 | 117,939.90 | 5.00 | 151,205.00 | | 0016 | 507-02-00300 | Aggregate (S3) | 97,548 | SQYD | 1.60 | 156,076.80 | 2.10 | 204,850.80 | 2.00 | 195,096.00 | | 0017 | 509-01-00100 | Milling Asphalt Pavement | 101,152 | SQYD | 2.75 | 278,168.00 | 2.30 | 232,649.60 | 3.00 | 303,456.00 | | 0018 | 509-02-00100 | Contractor Retained Reclaimed Asphalt Pavement | -3,109 | CUYD | 1.00 | -3,109.00 | 1.00 | -3,109.00 | 1.00 | -3,109.00 | | 0019 | 510-01-00001 | Pavement Patching 20" MINIMUM THICKNESS | 4,200 | SQYD | 200.00 | 840,000.00 | 220.00 | 924,000.00 | 250.00 | 1,050,000.00 | | 0020 | 701-01-01001 | Cross Drain Pipe (24" RCP) | 56 | LNFT | 315.00 | 17,640.00 | 170.00 | 9,520.00 | 500.00 | 28,000.00 | | 0021 | 701-01-01061 | Cross Drain Pipe (42" RCP) | 56 | LNFT | 400.00 | 22,400.00 | 390.00 | 21,840.00 | 600.00 | 33,600.00 | | 0022 | 701-01-01081 | Cross Drain Pipe (48" RCP) | 112 | LNFT | 410.00 | 45,920.00 | 430.00 | 48,160.00 | 700.00 | 78,400.00 | | 0023 | 701-05-01068 | Side Drain Pipe (24" RCP/RPVCP/CPEPDW/CPPPDW) | 30 | LNFT | 125.00 | 3,750.00 | 155.00 | 4,650.00 | 400.00 | 12,000.00 | | 0024 | 701-05-02067 | Side Drain Pipe (Erosion) (24" RPVCP/CPEPDW/CPPPDW) | 100 | LNFT | 120.00 | 12,000.00 | 120.00 | 12,000.00 | 600.00 | 60,000.00 | | 0025 | 701-08-00100 | Relaying Pipe 36" RCP | 8 | LNFT | 305.00 | 2,440.00 | 220.00 | 1,760.00 | 400.00 | 3,200.00 | | 0026 | 701-10-01060 | Reinforced Concrete Pipe (Extension) (24") | 8 | LNFT | 355.00 | 2,840.00 | 250.00 | 2,000.00 | 350.00 | 2,800.00 | | 0027 | 701-12-01180 | Corrugated Metal Pipe (Extension) (60") | 24 | LNFT | 550.00 | 13,200.00 | 505.00 | 12,120.00 | 1,000.00 | 24,000.00 | | 0028 | 701-15-00100 | Concrete Collar | 6 | EACH | 2,200.00 | 13,200.00 | 2,300.00 | 13,800.00 | 2,500.00 | 15,000.00 | | 0029 | 701-17-00100 | Trench Excavation Safety Protection (Depth >5 feet) | 168 | LNFT | 15.00 | 2,520.00 | 5.00 | 840.00 | 6.00 | 1,008.00 | | 0030 | 704-01-01020 | Guard Rail (Single Thrie Beam) (6'-3" post spacing) | 566 | LNFT | 150.00 | 84,900.00 | 117.00 | 66,222.00 | 175.00 | 99,050.00 | | 0031 | 704-03-00200 | Blocked Out Guard Rail - 31", (6'-3" Post Spacing) | 243.8 | LNFT | 35.00 | 8,533.00 | 32.00 | 7,801.60 | 40.00 | 9,752.00 | | 0032 | 704-10-00205 | Guard Rail End Treatment, MASH, (TL-3 Tangent) | 12 | EACH | 4,100.00 | 49,200.00 | 3,700.00 | 44,400.00 | 5,500.00 | 66,000.00 | | 0033 | 707-04-00100 | Asphalt Curb | 162 | LNFT | 90.00 | 14,580.00 | 100.00 | 16,200.00 | 65.00 | 10,530.00 | | 0034 | 711-01-04000 | Riprap (55 lb, 18" Thick) | 189 | SQYD | 205.00 | 38,745.00 | 150.00 | 28,350.00 | 150.00 | 28,350.00 | | 0035 | 711-04-00100 | Geotextile Fabric | 189 | SQYD | 6.00 | 1,134.00 | 2.00 | 378.00 | 5.00 | 945.00 | | 0036 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 117,000.00 | 117,000.00 | 125,000.00 | 125,000.00 | 150,000.00 | 150,000.00 | | 0037 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 15.422 | MILE | 154.00 | 2,374.99 | 320.00 | 4,935.04 | 300.00 | 4,626.60 | | 0038 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 0.68 | MILE | 600.00 | 408.00 | 600.00 | 408.00 | 1,000.00 | 680.00 | | 0039 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 61.008 | MILE | 900.00 | 54,907.20 | 900.00 | 54,907.20 | 900.00 | 54,907.20 | | 0040 | 713-06-00200 | Temporary Reflectorized Raised Pavement Markers (Tabs) | 1,989 | EACH | 2.55 | 5,071.95 | 3.00 | 5,967.00 | 3.00 | 5,967.00 | | 0041 | 716-01-00100 | Mulch (Vegetative) | 2.3 | TON | 1,200.00 | 2,760.00 | 900.00 | 2,070.00 | 1,000.00 | 2,300.00 | | 0042 | 717-01-00100 | Seeding | 69 | LB | 30.00 | 2,070.00 | 26.00 | 1,794.00 | 18.00 | 1,242.00 | | 0043 | 718-01-00100 | Fertilizer | 1,150 | LB | 2.00 | 2,300.00 | 0.70 | 805.00 | 1.00 | 1,150.00 | | 0044 | 720-01-01000 | Erosion Control System (Slope Protection) (Type A) | 667 | SQYD | 2.15 | 1,434.05 | 2.25 | 1,500.75 | 6.00 | 4,002.00 | | 0045 | 726-01-00100 | Bedding Material | 144.2 | CUYD | 175.00 | 25,235.00 | 155.00 | 22,351.00 | 150.00 | 21,630.00 | | 0046 | 727-01-00100 | Mobilization | 1 | LUMP | 395,000.00 | 395,000.00 | 500,000.00 | 500,000.00 | 600,000.00 | 600,000.00 | | 0047 | 729-16-00200 | Object Marker Assembly (Type 2) | 17 | EACH | 115.00 | 1,955.00 | 77.00 | 1,309.00 | 130.00 | 2,210.00 | | 0048 | 729-16-00300 | Object Marker Assembly (Type 3) | 12 | EACH | 135.00 | 1,620.00 | 87.00 | 1,044.00 | 140.00 | 1,680.00 | | 0049 | 731-02-00100 | Reflectorized Raised Pavement Markers | 1,994 | EACH | 4.00 | 7,976.00 | 7.00 | 13,958.00 | 8.00 | 15,952.00 | | 0050 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 30.504 | MILE | 4,200.00 | 128,116.80 | 5,600.00 | 170,822.40 | 6,500.00 | 198,276.00 | | 0051 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 0.34 | MILE | 1,200.00 | 408.00 | 2,900.00 | 986.00 | 2,000.00 | 680.00 | | 0052 | 732-03-02010 | Plastic Pavement Striping (Dotted Line)(4" W)(2' L)(Thermo 90 mil) | 0.194 | MILE | 6,500.00 | 1,261.00 | 3,200.00 | 620.80 | 10,000.00 | 1,940.00 | | 0053 | 735-01-00100 | Mailboxes | 72 | EACH | 11.00 | 792.00 | 25.00 | 1,800.00 | 40.00 | 2,880.00 | | 0054 | 735-02-00100 | Mailbox Supports (Single) | 52 | EACH | 230.00 | 11,960.00 | 255.00 | 13,260.00 | 275.00 | 14,300.00 | | 0055 | 735-03-00100 | Mailbox Supports (Double) | 10 | EACH | 330.00 | 3,300.00 | 305.00 | 3,050.00 | 325.00 | 3,250.00 | | 0056 | 740-01-00100 | Construction Layout | 1 | LUMP | 27,000.00 | 27,000.00 | 40,000.00 | 40,000.00 | 50,000.00 | 50,000.00 | | 0057 | NS-201-00001 | Tree and Stump Removal (<= 36" Diameter) | 53 | EACH | 1,350.00 | 71,550.00 | 1,100.00 | 58,300.00 | 5,000.00 | 265,000.00 | | 0058 | NS-201-00002 | Tree and Stump Removal (Over 36" - 48" Diameter) | 4 | EACH | 3,000.00 | 12,000.00 | 1,700.00 | 6,800.00 | 6,000.00 | 24,000.00 | | 0059 | NS-201-00021 | Stump Removal (Under 36" Diameter) | 19 | EACH | 450.00 | 8,550.00 | 119.00 | 2,261.00 | 2,000.00 | 38,000.00 | | 0060 | NS-201-00022 | Stump Removal (36" - 48" Diameter) | 3 | EACH | 450.00 | 1,350.00 | 238.00 | 714.00 | 2,200.00 | 6,600.00 | | 0061 | NS-201-00023 | Stump Removal (Over 48" Diameter) | 1 | EACH | 450.00 | 450.00 | 238.00 | 238.00 | 3,000.00 | 3,000.00 | | 0062 | NS-500-00340 | Saw Cutting Asphalt Concrete Pavement | 176 | INLF | 1.00 | 176.00 | 20.00 | 3,520.00 | 10.00 | 1,760.00 | | 0063 | NS-719-00002 | Tree Trimming APPROX. 5.058 ACRES | 1 | LUMP | 25,000.00 | 25,000.00 | 75,000.00 | 75,000.00 | 95,000.00 | 95,000.00 | | 0064 | NS-719-00002 | Tree Trimming APPROX. 7.196 ACRES | 1 | LUMP | 32,000.00 | 32,000.00 | 75,000.00 | 75,000.00 | 125,000.00 | 125,000.00 | | | | | | | | | | | | | | | | CONTRACTOR TOTAL | | | | 4,896,756.49 | | 5,051,522.89 | | 6,814,572.00 |
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