Proposal:H.013798.6
Parish:Ouachita
Description:HARRELL ROAD (US 80 - ARKANSAS RD)
Type Construction:CLEARING AND GRUBBING, DRAINAGE STRUCTURES, MILLING ASPHALT CONCRETE, PAVEMENT PATCHING, ASPHALT SURFACE TREATMENT, ASPHALT CONCRETE OVERLAY, AND RELATED WORK.
Estimated Construction Cost:$1,687,049.50
| Rank | License | Bidder | Construction Bid |
| 1 | 05789 | D & J CONSTRUCTION CO., LLC | $1,430,955.75 |
| 2 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $1,753,519.26 |
| 3 | 12487 | Diamond B Construction Co., L.L.C. | $1,820,972.68 |
| 4 | 15099 | Amethyst Construction, Inc. | $1,822,228.95 |
Line
Number | Item Number | Item Description | Quantity | Unit of
Measure | - 1 -
D & J CONSTRUCTION CO., LLC | - 2 -
GILCHRIST CONSTRUCTION CO. LLC | - 3 -
Diamond B Construction Co., L.L.C. | - 4 -
Amethyst Construction, Inc. | | Unit Price | Total
Amount | Unit Price | Total
Amount | Unit Price | Total
Amount | Unit Price | Total
Amount | | 0001 | 201-01-00200 | Clearing and Grubbing (Selective) | 1 | LUMP | 6,000.00 | 6,000.00 | 115,000.00 | 115,000.00 | 100,000.00 | 100,000.00 | 25,000.00 | 25,000.00 | | 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 3,000.00 | 3,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | 45,000.00 | 45,000.00 | | 0003 | 202-02-00050 | Removal of Brick Columns and Walls at STA. 124+50 RT. | 1 | LUMP | 2,000.00 | 2,000.00 | 15,000.00 | 15,000.00 | 6,500.00 | 6,500.00 | 500.00 | 500.00 | | 0004 | 202-02-00050 | Removal of Brick Columns at STA. 141+80 LT. | 1 | LUMP | 1,500.00 | 1,500.00 | 5,000.00 | 5,000.00 | 3,500.00 | 3,500.00 | 500.00 | 500.00 | | 0005 | 202-02-02000 | Removal of Asphalt Drives | 64 | SQYD | 15.00 | 960.00 | 40.00 | 2,560.00 | 70.00 | 4,480.00 | 15.00 | 960.00 | | 0006 | 202-02-06100 | Removal of Concrete Walks and Drives | 95 | SQYD | 7.00 | 665.00 | 50.00 | 4,750.00 | 25.00 | 2,375.00 | 18.00 | 1,710.00 | | 0007 | 202-02-14500 | Removal of Guard Rail | 175 | LNFT | 25.00 | 4,375.00 | 21.00 | 3,675.00 | 40.00 | 7,000.00 | 20.00 | 3,500.00 | | 0008 | 203-07-00100 | Borrow (Vehicular Measurement) | 255 | CUYD | 36.00 | 9,180.00 | 60.00 | 15,300.00 | 20.00 | 5,100.00 | 65.00 | 16,575.00 | | 0009 | 203-10-00100 | Cleaning Existing Ditches | 120 | LNFT | 6.00 | 720.00 | 50.00 | 6,000.00 | 75.00 | 9,000.00 | 55.00 | 6,600.00 | | 0010 | 204-02-00100 | Temporary Hay Bales | 32 | EACH | 25.00 | 800.00 | 30.00 | 960.00 | 30.00 | 960.00 | 24.00 | 768.00 | | 0011 | 204-06-00100 | Temporary Silt Fencing | 1,200 | LNFT | 2.50 | 3,000.00 | 6.00 | 7,200.00 | 2.50 | 3,000.00 | 5.25 | 6,300.00 | | 0012 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 485 | CUYD | 28.00 | 13,580.00 | 60.00 | 29,100.00 | 20.00 | 9,700.00 | 40.00 | 19,400.00 | | 0013 | 402-01-00100 | Mainline Traffic Maintenance Surfacing (Aggregate) (Vehicular Measurement) | 135 | CUYD | 53.00 | 7,155.00 | 60.00 | 8,100.00 | 85.00 | 11,475.00 | 75.00 | 10,125.00 | | 0014 | 402-03-00100 | Non-Mainline Traffic Maintenance Surfacing (Aggregate) (Vehicular Measurement) | 50 | CUYD | 53.00 | 2,650.00 | 60.00 | 3,000.00 | 200.00 | 10,000.00 | 65.00 | 3,250.00 | | 0015 | 502-01-00100 | Asphalt Concrete | 4,403.3 | TON | 100.00 | 440,330.00 | 110.00 | 484,363.00 | 110.00 | 484,363.00 | 125.00 | 550,412.50 | | 0016 | 502-01-00200 | Asphalt Concrete, Drives, Turnouts and Miscellaneous | 322.7 | TON | 170.00 | 54,859.00 | 110.00 | 35,497.00 | 260.00 | 83,902.00 | 155.00 | 50,018.50 | | 0017 | 507-01-00100 | Asphalt Material (CRS-2P Emulsion) | 14,163 | GAL | 3.10 | 43,905.30 | 3.00 | 42,489.00 | 3.25 | 46,029.75 | 3.15 | 44,613.45 | | 0018 | 507-02-00200 | Aggregate (S2) | 20,827 | SQYD | 1.90 | 39,571.30 | 1.85 | 38,529.95 | 2.50 | 52,067.50 | 2.05 | 42,695.35 | | 0019 | 507-02-00300 | Aggregate (S3) | 20,827 | SQYD | 1.70 | 35,405.90 | 1.50 | 31,240.50 | 2.00 | 41,654.00 | 1.75 | 36,447.25 | | 0020 | 509-01-00100 | Milling Asphalt Pavement | 21,598 | SQYD | 1.50 | 32,397.00 | 2.00 | 43,196.00 | 3.50 | 75,593.00 | 4.00 | 86,392.00 | | 0021 | 510-01-00250 | Pavement Patching (14 inch Minimum Thickness) | 2,425 | SQYD | 140.00 | 339,500.00 | 110.00 | 266,750.00 | 125.00 | 303,125.00 | 115.00 | 278,875.00 | | 0022 | 701-01-01021 | Cross Drain Pipe (30" RCP) | 56 | LNFT | 110.00 | 6,160.00 | 140.00 | 7,840.00 | 165.00 | 9,240.00 | 165.00 | 9,240.00 | | 0023 | 701-02-01000 | Cross Drain Pipe Arch (24" Equiv. RCPA) | 40 | LNFT | 105.00 | 4,200.00 | 140.00 | 5,600.00 | 250.00 | 10,000.00 | 185.00 | 7,400.00 | | 0024 | 701-02-01060 | Cross Drain Pipe Arch (42" Equiv. RCPA) | 92 | LNFT | 165.00 | 15,180.00 | 170.00 | 15,640.00 | 300.00 | 27,600.00 | 200.00 | 18,400.00 | | 0025 | 701-02-01080 | Cross Drain Pipe Arch (48" Equiv. RCPA) | 140 | LNFT | 185.00 | 25,900.00 | 250.00 | 35,000.00 | 300.00 | 42,000.00 | 220.00 | 30,800.00 | | 0026 | 701-03-01002 | Storm Drain Pipe (15" RCP/RPVCP) | 48 | LNFT | 95.00 | 4,560.00 | 85.00 | 4,080.00 | 100.00 | 4,800.00 | 65.00 | 3,120.00 | | 0027 | 701-03-01082 | Storm Drain Pipe (36" RCP/RPVCP) | 90 | LNFT | 125.00 | 11,250.00 | 140.00 | 12,600.00 | 220.00 | 19,800.00 | 95.00 | 8,550.00 | | 0028 | 701-04-01080 | Storm Drain Pipe Arch (36" Equiv. RCPA) | 64 | LNFT | 140.00 | 8,960.00 | 140.00 | 8,960.00 | 175.00 | 11,200.00 | 155.00 | 9,920.00 | | 0029 | 701-05-01042 | Side Drain Pipe (18" RCP/RPVCP/CPEPDW/CMP) | 24 | LNFT | 95.00 | 2,280.00 | 90.00 | 2,160.00 | 100.00 | 2,400.00 | 148.00 | 3,552.00 | | 0030 | 701-05-01061 | Side Drain Pipe (24" RCP/RPVCP/CPEPDW/CMP) | 72 | LNFT | 100.00 | 7,200.00 | 100.00 | 7,200.00 | 105.00 | 7,560.00 | 112.00 | 8,064.00 | | 0031 | 701-17-00100 | Trench Excavation Safety Protection (Depth >5 feet) | 402 | LNFT | 1.00 | 402.00 | 6.00 | 2,412.00 | 6.00 | 2,412.00 | 0.50 | 201.00 | | 0032 | 702-03-00100 | Catch Basins (CB-01) | 2 | EACH | 3,300.00 | 6,600.00 | 6,500.00 | 13,000.00 | 4,400.00 | 8,800.00 | 4,800.00 | 9,600.00 | | 0033 | 702-03-00200 | Catch Basins (CB-02) | 2 | EACH | 5,000.00 | 10,000.00 | 6,800.00 | 13,600.00 | 5,000.00 | 10,000.00 | 5,000.00 | 10,000.00 | | 0034 | 702-04-00100 | Adjusting Manholes | 6 | EACH | 1,700.00 | 10,200.00 | 2,500.00 | 15,000.00 | 2,000.00 | 12,000.00 | 1,800.00 | 10,800.00 | | 0035 | 704-01-01000 | Guard Rail (Single Thrie Beam) (3'-1 1/2" post spacing) | 100 | LNFT | 65.00 | 6,500.00 | 77.00 | 7,700.00 | 90.00 | 9,000.00 | 125.00 | 12,500.00 | | 0036 | 704-01-01020 | Guard Rail (Single Thrie Beam) (6'-3" post spacing) | 86 | LNFT | 90.00 | 7,740.00 | 115.00 | 9,890.00 | 130.00 | 11,180.00 | 105.00 | 9,030.00 | | 0037 | 704-03-00200 | Blocked Out Guard Rail - 31", (6'-3" Post Spacing) | 37.5 | LNFT | 35.00 | 1,312.50 | 26.00 | 975.00 | 30.00 | 1,125.00 | 108.00 | 4,050.00 | | 0038 | 704-10-00205 | Guard Rail End Treatment, MASH, (TL-3 Tangent) | 1 | EACH | 5,000.00 | 5,000.00 | 3,800.00 | 3,800.00 | 4,200.00 | 4,200.00 | 3,600.00 | 3,600.00 | | 0039 | 704-10-00310 | Guard Rail End Treatment, NCHRP 350 - 31" (TL-3 Flared) | 3 | EACH | 4,000.00 | 12,000.00 | 3,000.00 | 9,000.00 | 3,500.00 | 10,500.00 | 3,800.00 | 11,400.00 | | 0040 | 706-02-00200 | Concrete Drive (6" Thick) | 95.1 | SQYD | 75.00 | 7,132.50 | 90.00 | 8,559.00 | 125.00 | 11,887.50 | 115.00 | 10,936.50 | | 0041 | 710-01-00100 | Flowable Fill | 348 | CUYD | 150.00 | 52,200.00 | 135.00 | 46,980.00 | 175.00 | 60,900.00 | 225.00 | 78,300.00 | | 0042 | 711-01-03020 | Riprap (30 lb, 18" Thick) | 270 | SQYD | 75.00 | 20,250.00 | 85.00 | 22,950.00 | 110.00 | 29,700.00 | 100.00 | 27,000.00 | | 0043 | 711-04-00100 | Geotextile Fabric | 270 | SQYD | 2.00 | 540.00 | 3.00 | 810.00 | 5.00 | 1,350.00 | 2.25 | 607.50 | | 0044 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 28,000.00 | 28,000.00 | 45,000.00 | 45,000.00 | 30,000.00 | 30,000.00 | 45,000.00 | 45,000.00 | | 0045 | 713-02-00500 | Temporary Pavement Markings (24" Width) | 369 | LNFT | 0.25 | 92.25 | 0.30 | 110.70 | 0.30 | 110.70 | 2.50 | 922.50 | | 0046 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 5.226 | MILE | 200.00 | 1,045.20 | 225.00 | 1,175.85 | 175.00 | 914.55 | 350.00 | 1,829.10 | | 0047 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 20.904 | MILE | 100.00 | 2,090.40 | 1.00 | 20.90 | 770.00 | 16,096.08 | 1,200.00 | 25,084.80 | | 0048 | 713-06-00200 | Temporary Reflectorized Raised Pavement Markers (Tabs) | 460 | EACH | 2.50 | 1,150.00 | 1.00 | 460.00 | 2.50 | 1,150.00 | 10.00 | 4,600.00 | | 0049 | 716-01-00100 | Mulch (Vegetative) | 6.8 | TON | 750.00 | 5,100.00 | 725.00 | 4,930.00 | 1,100.00 | 7,480.00 | 1,400.00 | 9,520.00 | | 0050 | 717-01-00100 | Seeding | 153 | LB | 12.00 | 1,836.00 | 15.00 | 2,295.00 | 20.00 | 3,060.00 | 1.50 | 229.50 | | 0051 | 718-01-00100 | Fertilizer | 3,400 | LB | 0.65 | 2,210.00 | 0.75 | 2,550.00 | 1.00 | 3,400.00 | 0.75 | 2,550.00 | | 0052 | 726-01-00100 | Bedding Material | 149 | CUYD | 95.00 | 14,155.00 | 110.00 | 16,390.00 | 125.00 | 18,625.00 | 100.00 | 14,900.00 | | 0053 | 727-01-00100 | Mobilization | 1 | LUMP | 60,000.00 | 60,000.00 | 175,000.00 | 175,000.00 | 102,000.00 | 102,000.00 | 90,000.00 | 90,000.00 | | 0054 | 729-16-00300 | Object Marker Assembly (Type 3) | 19 | EACH | 105.00 | 1,995.00 | 80.00 | 1,520.00 | 100.00 | 1,900.00 | 250.00 | 4,750.00 | | 0055 | 731-02-00100 | Reflectorized Raised Pavement Markers | 460 | EACH | 6.00 | 2,760.00 | 7.00 | 3,220.00 | 7.00 | 3,220.00 | 10.00 | 4,600.00 | | 0056 | 732-01-02080 | Plastic Pavement Striping (24" Width) (Thermoplastic 125 mil) | 123 | LNFT | 15.00 | 1,845.00 | 16.00 | 1,968.00 | 17.00 | 2,091.00 | 22.00 | 2,706.00 | | 0057 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 6.968 | MILE | 3,800.00 | 26,478.40 | 3,900.00 | 27,175.20 | 4,200.00 | 29,265.60 | 5,000.00 | 34,840.00 | | 0058 | 735-01-00100 | Mailboxes | 54 | EACH | 5.00 | 270.00 | 25.00 | 1,350.00 | 10.00 | 540.00 | 125.00 | 6,750.00 | | 0059 | 735-02-00100 | Mailbox Supports (Single) | 54 | EACH | 135.00 | 7,290.00 | 160.00 | 8,640.00 | 175.00 | 9,450.00 | 185.00 | 9,990.00 | | 0060 | 740-01-00100 | Construction Layout | 1 | LUMP | 5,000.00 | 5,000.00 | 25,000.00 | 25,000.00 | 10,000.00 | 10,000.00 | 45,000.00 | 45,000.00 | | 0061 | 742-01-00400 | Sanitary Sewer Pipe (8") | 16 | LNFT | 100.00 | 1,600.00 | 500.00 | 8,000.00 | 150.00 | 2,400.00 | 75.00 | 1,200.00 | | 0062 | NS-500-00340 | Saw Cutting Asphalt Concrete Pavement | 90 | INLF | 3.00 | 270.00 | 29.74 | 2,676.60 | 5.50 | 495.00 | 2.00 | 180.00 | | 0063 | NS-600-00220 | Saw Cutting Portland Cement Concrete Pavement | 216 | INLF | 3.00 | 648.00 | 21.16 | 4,570.56 | 6.00 | 1,296.00 | 4.00 | 864.00 | | | | | | | | | | | | | | | | | | CONTRACTOR TOTAL | | | | 1,430,955.75 | | 1,753,519.26 | | 1,820,972.68 | | 1,822,228.95 |
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