Line
Number | Item Number | Item Description | Quantity | Unit of
Measure | - 1 -
Glenn Lege Construction LLC | - 2 -
Prairie Contractors LLC |
| Unit Price | Total
Amount | Unit Price | Total
Amount |
| 0001 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 500.00 | 500.00 | 3,000.00 | 3,000.00 |
| 0002 | 202-02-06100 | Removal of Concrete Walks and Drives | 245 | SQYD | 16.15 | 3,956.75 | 17.00 | 4,165.00 |
| 0003 | 202-02-14500 | Removal of Guard Rail | 1,120 | LNFT | 14.20 | 15,904.00 | 15.00 | 16,800.00 |
| 0004 | 202-02-32100 | Removal of Pipe (Cross Drain) (30" Equiv. x CMPA) | 48 | LNFT | 24.50 | 1,176.00 | 40.00 | 1,920.00 |
| 0005 | 202-02-32120 | Removal of Pipe (Side Drain) (18" - 48" PP/CMP) | 297 | LNFT | 20.50 | 6,088.50 | 40.00 | 11,880.00 |
| 0006 | 203-07-00100 | Borrow (Vehicular Measurement) | 500 | CUYD | 26.00 | 13,000.00 | 30.00 | 15,000.00 |
| 0007 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 68 | EACH | 150.00 | 10,200.00 | 130.00 | 8,840.00 |
| 0008 | 303-01-00200 | In-Place Cement Stabilized Base Course (8-1/2" Thick) | 51,353 | SQYD | 6.80 | 349,200.40 | 8.50 | 436,500.50 |
| 0009 | 305-01-03020 | Subgrade Layer (10" Thick) (Treated) | 51,353 | SQYD | 10.40 | 534,071.20 | 11.75 | 603,397.75 |
| 0010 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 1,153 | CUYD | 35.00 | 40,355.00 | 30.00 | 34,590.00 |
| 0011 | 402-01-00100 | Mainline Traffic Maintenance Surfacing (Aggregate) (Vehicular Measurement) | 50 | CUYD | 33.00 | 1,650.00 | 100.00 | 5,000.00 |
| 0012 | 402-03-00100 | Non-Mainline Traffic Maintenance Surfacing (Aggregate) (Vehicular Measurement) | 100 | CUYD | 31.25 | 3,125.00 | 40.00 | 4,000.00 |
| 0013 | 502-01-00100 | Asphalt Concrete | 13,917.8 | TON | 79.20 | 1,102,289.76 | 85.00 | 1,183,013.00 |
| 0014 | 502-01-00200 | Asphalt Concrete, Drives, Turnouts and Miscellaneous | 2,294.4 | TON | 108.25 | 248,368.80 | 85.00 | 195,024.00 |
| 0015 | 507-01-00100 | Asphalt Material (CRS-2P Emulsion) | 33,405 | GAL | 3.25 | 108,566.25 | 3.00 | 100,215.00 |
| 0016 | 507-02-00200 | Aggregate (S2) | 49,125 | SQYD | 1.45 | 71,231.25 | 1.35 | 66,318.75 |
| 0017 | 507-02-00300 | Aggregate (S3) | 49,125 | SQYD | 1.20 | 58,950.00 | 1.15 | 56,493.75 |
| 0018 | 509-01-00100 | Milling Asphalt Pavement | 42,677 | SQYD | 1.50 | 64,015.50 | 2.05 | 87,487.85 |
| 0019 | 509-02-00100 | Contractor Retained Reclaimed Asphalt Pavement | -1,777 | CUYD | 0.10 | -177.70 | 0.01 | -17.77 |
| 0020 | 510-01-00250 | Pavement Patching (14 inch Minimum Thickness) | 359 | SQYD | 101.50 | 36,438.50 | 140.00 | 50,260.00 |
| 0021 | 701-01-01041 | Cross Drain Pipe (36" RCP) | 52 | LNFT | 230.00 | 11,960.00 | 600.00 | 31,200.00 |
| 0022 | 701-02-01020 | Cross Drain Pipe Arch (30" Equiv. RCPA) | 48 | LNFT | 220.00 | 10,560.00 | 575.00 | 27,600.00 |
| 0023 | 701-05-02062 | Side Drain Pipe (Erosion) (24" RPVCP/CMP) | 42 | LNFT | 81.75 | 3,433.50 | 300.00 | 12,600.00 |
| 0024 | 701-05-02141 | Side Drain Pipe (Erosion) (48" RPVCP/CPEPDW/CMP) | 220 | LNFT | 168.00 | 36,960.00 | 235.00 | 51,700.00 |
| 0025 | 701-17-00100 | Trench Excavation Safety Protection (Depth >5 feet) | 362 | LNFT | 9.50 | 3,439.00 | 35.00 | 12,670.00 |
| 0026 | 704-01-01000 | Guard Rail (Single Thrie Beam) (3'-1 1/2" post spacing) | 300 | LNFT | 55.50 | 16,650.00 | 60.00 | 18,000.00 |
| 0027 | 704-01-01020 | Guard Rail (Single Thrie Beam) (6'-3" post spacing) | 412.5 | LNFT | 195.50 | 80,643.75 | 140.00 | 57,750.00 |
| 0028 | 704-03-00200 | Blocked Out Guard Rail - 31", (6'-3" Post Spacing) | 281.3 | LNFT | 23.50 | 6,610.55 | 30.00 | 8,439.00 |
| 0029 | 704-10-00205 | Guard Rail End Treatment, MASH, (TL-3 Tangent) | 12 | EACH | 3,497.00 | 41,964.00 | 4,000.00 | 48,000.00 |
| 0030 | 706-02-00200 | Concrete Drive (6" Thick) | 245.4 | SQYD | 65.00 | 15,951.00 | 255.00 | 62,577.00 |
| 0031 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 22,427.75 | 22,427.75 | 25,000.00 | 25,000.00 |
| 0032 | 713-02-00500 | Temporary Pavement Markings (24" Width) | 24 | LNFT | 0.55 | 13.20 | 0.01 | 0.24 |
| 0033 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 10.609 | MILE | 650.00 | 6,895.85 | 550.00 | 5,834.95 |
| 0034 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 10.572 | MILE | 499.50 | 5,280.71 | 1.00 | 10.57 |
| 0035 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 21.978 | MILE | 832.50 | 18,296.69 | 1.00 | 21.98 |
| 0036 | 713-06-00200 | Temporary Reflectorized Raised Pavement Markers (Tabs) | 1,867 | EACH | 2.80 | 5,227.60 | 2.65 | 4,947.55 |
| 0037 | 722-02-00100 | Project Site Laboratory (Equipped) | 1 | EACH | 6,300.00 | 6,300.00 | 6,000.00 | 6,000.00 |
| 0038 | 724-02-00100 | Rumble Strips (Shoulder/Edge) | 7.072 | MILE | 770.50 | 5,448.98 | 1,100.00 | 7,779.20 |
| 0039 | 726-01-00100 | Bedding Material | 11.1 | CUYD | 75.00 | 832.50 | 200.00 | 2,220.00 |
| 0040 | 727-01-00100 | Mobilization | 1 | LUMP | 158,585.00 | 158,585.00 | 250,000.00 | 250,000.00 |
| 0041 | 729-16-00200 | Object Marker Assembly (Type 2) | 34 | EACH | 100.00 | 3,400.00 | 65.00 | 2,210.00 |
| 0042 | 729-16-00300 | Object Marker Assembly (Type 3) | 18 | EACH | 105.50 | 1,899.00 | 110.00 | 1,980.00 |
| 0043 | 731-02-00100 | Reflectorized Raised Pavement Markers | 487 | EACH | 7.25 | 3,530.75 | 6.75 | 3,287.25 |
| 0044 | 732-01-02080 | Plastic Pavement Striping (24" Width) (Thermoplastic 125 mil) | 24 | LNFT | 27.75 | 666.00 | 30.00 | 720.00 |
| 0045 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 7.326 | MILE | 4,220.00 | 30,915.72 | 4,000.00 | 29,304.00 |
| 0046 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 3.524 | MILE | 834.00 | 2,939.02 | 800.00 | 2,819.20 |
| 0047 | 735-01-00100 | Mailboxes | 114 | EACH | 2.25 | 256.50 | 10.00 | 1,140.00 |
| 0048 | 735-02-00100 | Mailbox Supports (Single) | 114 | EACH | 166.50 | 18,981.00 | 150.00 | 17,100.00 |
| 0049 | 739-01-00100 | Hydro-Seeding | 0.082 | ACRE | 31,335.00 | 2,569.47 | 35,000.00 | 2,870.00 |
| 0050 | 740-01-00100 | Construction Layout | 1 | LUMP | 9,900.00 | 9,900.00 | 1,000.00 | 1,000.00 |
| 0051 | NS-500-00240 | Sawing and Sealing Transverse Joints in Asphalt Concrete Overlay | 610 | LNFT | 6.50 | 3,965.00 | 4.00 | 2,440.00 |
| 0052 | NS-500-00260 | Sawcuts in Asphalt Concrete Lifts | 610 | LNFT | 4.00 | 2,440.00 | 2.25 | 1,372.50 |
| | | | | | | | | |
| | | CONTRACTOR TOTAL | | | | 3,207,851.75 | | 3,582,481.27 |