Proposal:H.010393.6
Parish:East Carroll, West Carroll
Routes:LA 582
Description:LA 582: JCT LA 17 TO EAST CARROLL LINE
Type Construction:DRAINAGE STRUCTURES, MILLING ASPHALT CONCRETE, PAVEMENT PATCHING, ASPHALT CONCRETE OVERLAY, AND RELATED WORK.
Estimated Construction Cost:$2,965,544.68
| Rank | License | Bidder | Construction Bid |
| 1 | 05789 | D & J CONSTRUCTION CO., LLC | $2,710,454.00 |
| 2 | 12487 | Diamond B Construction Co., L.L.C. | $3,147,173.84 |
Line
Number | Item Number | Item Description | Quantity | Unit of
Measure | - 1 -
D & J CONSTRUCTION CO., LLC | - 2 -
Diamond B Construction Co., L.L.C. | | Unit Price | Total
Amount | Unit Price | Total
Amount | | 0001 | 202-02-02020 | Removal of Asphalt Pavement | 1,168.5 | SQYD | 11.00 | 12,853.50 | 10.00 | 11,685.00 | | 0002 | 202-02-14500 | Removal of Guard Rail | 1,002 | LNFT | 25.00 | 25,050.00 | 20.00 | 20,040.00 | | 0003 | 202-02-32100 | Removal of Pipe (Cross Drain) 102" EQ. CMPA | 60 | LNFT | 10.00 | 600.00 | 60.00 | 3,600.00 | | 0004 | 202-02-32100 | Removal of Pipe (Cross Drain) 30" RCP | 50 | LNFT | 10.00 | 500.00 | 15.00 | 750.00 | | 0005 | 202-02-32100 | Removal of Pipe (Cross Drain) 36" RCP | 47 | LNFT | 10.00 | 470.00 | 15.00 | 705.00 | | 0006 | 203-07-00100 | Borrow (Vehicular Measurement) | 1,366 | CUYD | 32.00 | 43,712.00 | 18.00 | 24,588.00 | | 0007 | 203-10-00100 | Cleaning Existing Ditches | 100 | LNFT | 8.00 | 800.00 | 25.00 | 2,500.00 | | 0008 | 204-06-00100 | Temporary Silt Fencing | 456 | LNFT | 4.00 | 1,824.00 | 6.00 | 2,736.00 | | 0009 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 1,931 | CUYD | 25.00 | 48,275.00 | 110.00 | 212,410.00 | | 0010 | 402-01-00100 | Mainline Traffic Maintenance Surfacing (Aggregate) (Vehicular Measurement) | 137.8 | CUYD | 50.00 | 6,890.00 | 90.00 | 12,402.00 | | 0011 | 502-01-00100 | Asphalt Concrete | 12,639.3 | TON | 102.00 | 1,289,208.60 | 115.00 | 1,453,519.50 | | 0012 | 502-01-00200 | Asphalt Concrete, Drives, Turnouts and Miscellaneous | 865.8 | TON | 102.00 | 88,311.60 | 250.00 | 216,450.00 | | 0013 | 509-01-00100 | Milling Asphalt Pavement | 50,410 | SQYD | 2.00 | 100,820.00 | 2.00 | 100,820.00 | | 0014 | 509-02-00100 | Contractor Retained Reclaimed Asphalt Pavement | -2,959 | CUYD | 1.00 | -2,959.00 | 0.25 | -739.75 | | 0015 | 510-01-00300 | Pavement Patching (18" Minimum Thickness) | 4,068 | SQYD | 150.00 | 610,200.00 | 155.00 | 630,540.00 | | 0016 | 701-01-01081 | Cross Drain Pipe (48" RCP) | 104 | LNFT | 220.00 | 22,880.00 | 300.00 | 31,200.00 | | 0017 | 701-02-01140 | Cross Drain Pipe Arch (72" Equiv. RCPA) | 120 | LNFT | 600.00 | 72,000.00 | 400.00 | 48,000.00 | | 0018 | 701-08-00100 | Relaying Pipe 30" RCP | 8 | LNFT | 100.00 | 800.00 | 300.00 | 2,400.00 | | 0019 | 701-15-00100 | Concrete Collar | 10 | EACH | 800.00 | 8,000.00 | 1,100.00 | 11,000.00 | | 0020 | 701-17-00100 | Trench Excavation Safety Protection (Depth >5 feet) | 164 | LNFT | 2.00 | 328.00 | 5.00 | 820.00 | | 0021 | 704-03-00200 | Blocked Out Guard Rail - 31", (6'-3" Post Spacing) | 225 | LNFT | 33.00 | 7,425.00 | 27.00 | 6,075.00 | | 0022 | 704-06-00200 | Guard Rail Bridge Attachments (Single Thrie Beam) | 150 | LNFT | 55.00 | 8,250.00 | 34.00 | 5,100.00 | | 0023 | 704-07-00200 | Guard Rail Transitions (Double Thrie Beam) | 300 | LNFT | 100.00 | 30,000.00 | 105.00 | 31,500.00 | | 0024 | 704-10-00105 | Guard Rail End Treatment (Flared, 12' - 6" Length) | 1 | EACH | 5,200.00 | 5,200.00 | 3,000.00 | 3,000.00 | | 0025 | 704-10-00120 | Guard Rail End Treatment, MASH, (TL-3 Flared) | 11 | EACH | 3,800.00 | 41,800.00 | 3,100.00 | 34,100.00 | | 0026 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 32,000.00 | 32,000.00 | 45,000.00 | 45,000.00 | | 0027 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 14.556 | MILE | 200.00 | 2,911.20 | 165.00 | 2,401.74 | | 0028 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 10.833 | MILE | 500.00 | 5,416.50 | 550.00 | 5,958.15 | | 0029 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 10.71 | MILE | 800.00 | 8,568.00 | 900.00 | 9,639.00 | | 0030 | 716-01-00100 | Mulch (Vegetative) | 6.6 | TON | 700.00 | 4,620.00 | 1,000.00 | 6,600.00 | | 0031 | 717-01-00100 | Seeding | 200 | LB | 12.50 | 2,500.00 | 20.00 | 4,000.00 | | 0032 | 718-01-00100 | Fertilizer | 3,348 | LB | 0.70 | 2,343.60 | 0.55 | 1,841.40 | | 0033 | 726-01-00100 | Bedding Material | 173.8 | CUYD | 100.00 | 17,380.00 | 120.00 | 20,856.00 | | 0034 | 727-01-00100 | Mobilization | 1 | LUMP | 120,000.00 | 120,000.00 | 102,500.00 | 102,500.00 | | 0035 | 729-16-00200 | Object Marker Assembly (Type 2) | 9 | EACH | 100.00 | 900.00 | 60.00 | 540.00 | | 0036 | 729-16-00300 | Object Marker Assembly (Type 3) | 14 | EACH | 110.00 | 1,540.00 | 95.00 | 1,330.00 | | 0037 | 731-02-00100 | Reflectorized Raised Pavement Markers | 747 | EACH | 7.00 | 5,229.00 | 8.00 | 5,976.00 | | 0038 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 12.445 | MILE | 4,000.00 | 49,780.00 | 4,200.00 | 52,269.00 | | 0039 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 3.122 | MILE | 1,000.00 | 3,122.00 | 900.00 | 2,809.80 | | 0040 | 732-05-00100 | Removal of Existing Markings | 0.106 | MILE | 10,000.00 | 1,060.00 | 12,000.00 | 1,272.00 | | 0041 | 735-01-00100 | Mailboxes | 19 | EACH | 5.00 | 95.00 | 20.00 | 380.00 | | 0042 | 735-02-00100 | Mailbox Supports (Single) | 15 | EACH | 150.00 | 2,250.00 | 200.00 | 3,000.00 | | 0043 | 735-03-00100 | Mailbox Supports (Double) | 2 | EACH | 250.00 | 500.00 | 300.00 | 600.00 | | 0044 | 740-01-00100 | Construction Layout | 1 | LUMP | 27,000.00 | 27,000.00 | 15,000.00 | 15,000.00 | | | | | | | | | | | | | | CONTRACTOR TOTAL | | | | 2,710,454.00 | | 3,147,173.84 |
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