Proposal:H.012585.6
Parish:St. Landry
Routes:LA 347
Description:LA 347: LA 740 - 1.35 MI S LA 31
Type Construction:DRAINAGE STRUCTURES, LIME TREATMENT, IN-PLACE CEMENT STABILIZED BASE COURSE, IN-PLACE CEMENT TREATED SUBGRADE, MILLING ASPHALT PAVEMENT, ASPHALT CONCRETE OVERLAY, ASPHALT SURFACE TREATMENT, ROOT BARRIER, AND RELATED WORK
Estimated Construction Cost:$3,856,432.22
| Rank | License | Bidder | Construction Bid |
| 1 | 34356 | Prairie Contractors LLC | $3,852,374.62 |
| 2 | 08815 | W. E. MCDONALD & SON, LLC. | $4,071,557.33 |
| 3 | 12487 | Diamond B Construction Co., L.L.C. | $4,251,138.01 |
| 4 | 51821 | Elliott Construction, LLC | $4,452,015.50 |
| 5 | 33663 | Glenn Lege Construction LLC | $4,509,562.05 |
| 6 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $5,187,365.72 |
Line
Number | Item Number | Item Description | Quantity | Unit of
Measure | - 1 -
Prairie Contractors LLC | - 2 -
W. E. MCDONALD & SON, LLC. | - 3 -
Diamond B Construction Co., L.L.C. | - 4 -
Elliott Construction, LLC | | Unit Price | Total
Amount | Unit Price | Total
Amount | Unit Price | Total
Amount | Unit Price | Total
Amount | | 0001 | 201-01-00100 | Clearing and Grubbing | 2 | LUMP | 10,000.00 | 10,000.00 | 25,000.00 | 25,000.00 | 6,500.00 | 6,500.00 | 10,000.00 | 10,000.00 | | 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 5,000.00 | 5,000.00 | 5,000.00 | 5,000.00 | 4,500.00 | 4,500.00 | 4,500.00 | 4,500.00 | | 0003 | 202-02-02020 | Removal of Asphalt Pavement | 300.7 | SQYD | 30.00 | 9,021.00 | 16.00 | 4,811.20 | 11.00 | 3,307.70 | 20.00 | 6,014.00 | | 0004 | 202-02-06080 | Removal of Concrete Combination Curb and Gutter | 20 | LNFT | 440.00 | 8,800.00 | 240.00 | 4,800.00 | 94.00 | 1,880.00 | 50.00 | 1,000.00 | | 0005 | 202-02-06100 | Removal of Concrete Walks and Drives | 293 | SQYD | 25.00 | 7,325.00 | 16.00 | 4,688.00 | 14.00 | 4,102.00 | 15.00 | 4,395.00 | | 0006 | 202-02-14500 | Removal of Guard Rail | 407 | LNFT | 15.00 | 6,105.00 | 16.00 | 6,512.00 | 13.00 | 5,291.00 | 9.00 | 3,663.00 | | 0007 | 202-02-32100 | Removal of Pipe (Cross Drain) 24"-30" RCP | 24 | LNFT | 150.00 | 3,600.00 | 150.00 | 3,600.00 | 38.00 | 912.00 | 50.00 | 1,200.00 | | 0008 | 202-02-32120 | Removal of Pipe (Side Drain) 18" RCP | 36 | LNFT | 95.00 | 3,420.00 | 100.00 | 3,600.00 | 27.00 | 972.00 | 25.00 | 900.00 | | 0009 | 203-07-00100 | Borrow (Vehicular Measurement) | 2,980 | CUYD | 25.00 | 74,500.00 | 25.00 | 74,500.00 | 19.00 | 56,620.00 | 14.50 | 43,210.00 | | 0010 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 48 | EACH | 160.00 | 7,680.00 | 120.00 | 5,760.00 | 150.00 | 7,200.00 | 150.00 | 7,200.00 | | 0011 | 204-06-00100 | Temporary Silt Fencing | 4,544 | LNFT | 1.75 | 7,952.00 | 2.00 | 9,088.00 | 1.65 | 7,497.60 | 1.75 | 7,952.00 | | 0012 | 303-01-00200 | In-Place Cement Stabilized Base Course (8-1/2" Thick) | 60,398 | SQYD | 6.40 | 386,547.20 | 7.00 | 422,786.00 | 6.10 | 368,427.80 | 6.00 | 362,388.00 | | 0013 | 303-02-00100 | Removal of Existing Patches | 5,000 | SQYD | 1.00 | 5,000.00 | 5.00 | 25,000.00 | 4.55 | 22,750.00 | 5.00 | 25,000.00 | | 0014 | 304-01-00100 | Lime | 960.16 | TON | 245.00 | 235,239.20 | 278.00 | 266,924.48 | 230.00 | 220,836.80 | 230.00 | 220,836.80 | | 0015 | 304-03-00300 | Lime Treatment (Type C) (10" Thick) | 113,478 | SQYD | 2.40 | 272,347.20 | 2.35 | 266,673.30 | 2.55 | 289,368.90 | 4.25 | 482,281.50 | | 0016 | 309-01-10000 | In-Place Cement Treated Subgrade (10" Thick) | 56,739 | SQYD | 7.40 | 419,868.60 | 7.35 | 417,031.65 | 7.00 | 397,173.00 | 7.25 | 411,357.75 | | 0017 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 2,408 | CUYD | 14.00 | 33,712.00 | 15.00 | 36,120.00 | 55.00 | 132,440.00 | 21.00 | 50,568.00 | | 0018 | 402-02-00100 | Mainline Traffic Maintenance Surfacing (Hard) | 270 | SQYD | 50.00 | 13,500.00 | 37.00 | 9,990.00 | 150.00 | 40,500.00 | 70.00 | 18,900.00 | | 0019 | 402-03-00100 | Non-Mainline Traffic Maintenance Surfacing (Aggregate) (Vehicular Measurement) | 40 | CUYD | 61.00 | 2,440.00 | 125.00 | 5,000.00 | 50.00 | 2,000.00 | 55.00 | 2,200.00 | | 0020 | 502-01-00100 | Asphalt Concrete | 16,140.3 | TON | 78.00 | 1,258,943.40 | 81.00 | 1,307,364.30 | 88.00 | 1,420,346.40 | 99.50 | 1,605,959.85 | | 0021 | 502-01-00200 | Asphalt Concrete, Drives, Turnouts and Miscellaneous | 1,334.7 | TON | 56.00 | 74,743.20 | 58.00 | 77,412.60 | 150.00 | 200,205.00 | 115.00 | 153,490.50 | | 0022 | 507-01-00100 | Asphalt Material (CRS-2P Emulsion) | 39,410 | GAL | 2.70 | 106,407.00 | 2.80 | 110,348.00 | 2.75 | 108,377.50 | 3.00 | 118,230.00 | | 0023 | 507-02-00200 | Aggregate (S2) | 57,958 | SQYD | 1.10 | 63,753.80 | 1.13 | 65,492.54 | 1.10 | 63,753.80 | 1.25 | 72,447.50 | | 0024 | 507-02-00300 | Aggregate (S3) | 57,958 | SQYD | 0.90 | 52,162.20 | 0.91 | 52,741.78 | 0.88 | 51,003.04 | 1.00 | 57,958.00 | | 0025 | 509-01-00100 | Milling Asphalt Pavement | 53,558 | SQYD | 2.90 | 155,318.20 | 3.00 | 160,674.00 | 2.30 | 123,183.40 | 1.75 | 93,726.50 | | 0026 | 509-02-00100 | Contractor Retained Reclaimed Asphalt Pavement | -4,368 | CUYD | 0.01 | -43.68 | 0.01 | -43.68 | 1.00 | -4,368.00 | 0.01 | -43.68 | | 0027 | 510-01-00200 | Pavement Patching (12" Minimum Thickness) | 106 | SQYD | 131.00 | 13,886.00 | 157.00 | 16,642.00 | 145.00 | 15,370.00 | 105.00 | 11,130.00 | | 0028 | 701-03-01022 | Storm Drain Pipe (18" RCP/RPVCP) | 44 | LNFT | 90.00 | 3,960.00 | 100.00 | 4,400.00 | 115.00 | 5,060.00 | 90.00 | 3,960.00 | | 0029 | 701-10-01060 | Reinforced Concrete Pipe (Extension) (24") | 28 | LNFT | 140.00 | 3,920.00 | 150.00 | 4,200.00 | 325.00 | 9,100.00 | 150.00 | 4,200.00 | | 0030 | 701-10-01080 | Reinforced Concrete Pipe (Extension) (30") | 4 | LNFT | 800.00 | 3,200.00 | 815.00 | 3,260.00 | 210.00 | 840.00 | 500.00 | 2,000.00 | | 0031 | 701-15-00100 | Concrete Collar | 6 | EACH | 800.00 | 4,800.00 | 875.00 | 5,250.00 | 1,800.00 | 10,800.00 | 1,500.00 | 9,000.00 | | 0032 | 701-17-00100 | Trench Excavation Safety Protection (Depth >5 feet) | 76 | LNFT | 40.00 | 3,040.00 | 30.00 | 2,280.00 | 30.00 | 2,280.00 | 15.00 | 1,140.00 | | 0033 | 702-02-00100 | Manholes (MH-06) | 1 | EACH | 3,750.00 | 3,750.00 | 2,500.00 | 2,500.00 | 12,500.00 | 12,500.00 | 5,050.00 | 5,050.00 | | 0034 | 702-04-00150 | Adjusting Manholes w/Manhole Adjustment Rings | 10 | EACH | 300.00 | 3,000.00 | 314.00 | 3,140.00 | 305.00 | 3,050.00 | 250.00 | 2,500.00 | | 0035 | 704-01-01020 | Guard Rail (Single Thrie Beam) (6'-3" post spacing) | 162.5 | LNFT | 55.00 | 8,937.50 | 53.00 | 8,612.50 | 52.00 | 8,450.00 | 77.00 | 12,512.50 | | 0036 | 704-03-00200 | Blocked Out Guard Rail - 31", (6'-3" Post Spacing) | 125 | LNFT | 25.00 | 3,125.00 | 24.00 | 3,000.00 | 24.00 | 3,000.00 | 38.00 | 4,750.00 | | 0037 | 704-07-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 80.00 | 8,000.00 | 79.00 | 7,900.00 | 77.00 | 7,700.00 | 105.00 | 10,500.00 | | 0038 | 704-10-00310 | Guard Rail End Treatment, NCHRP 350 - 31" (TL-3 Flared) | 4 | EACH | 2,500.00 | 10,000.00 | 2,500.00 | 10,000.00 | 2,600.00 | 10,400.00 | 2,650.00 | 10,600.00 | | 0039 | 706-02-00200 | Concrete Drive (6" Thick) | 293 | SQYD | 50.00 | 14,650.00 | 50.00 | 14,650.00 | 120.00 | 35,160.00 | 75.00 | 21,975.00 | | 0040 | 707-03-00100 | Combination Concrete Curb and Gutter | 20 | LNFT | 470.00 | 9,400.00 | 250.00 | 5,000.00 | 80.00 | 1,600.00 | 150.00 | 3,000.00 | | 0041 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 30,000.00 | 30,000.00 | 25,000.00 | 25,000.00 | 37,500.00 | 37,500.00 | 30,000.00 | 30,000.00 | | 0042 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 8.954 | MILE | 450.00 | 4,029.30 | 524.00 | 4,691.90 | 154.00 | 1,378.92 | 550.00 | 4,924.70 | | 0043 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 1.624 | MILE | 225.00 | 365.40 | 209.00 | 339.42 | 200.00 | 324.80 | 220.00 | 357.28 | | 0044 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 6.398 | MILE | 950.00 | 6,078.10 | 315.00 | 2,015.37 | 300.00 | 1,919.40 | 330.00 | 2,111.34 | | 0045 | 713-06-00200 | Temporary Reflectorized Raised Pavement Markers (Tabs) | 2,366 | EACH | 1.50 | 3,549.00 | 1.50 | 3,549.00 | 1.50 | 3,549.00 | 2.50 | 5,915.00 | | 0046 | 722-02-00100 | Project Site Laboratory (Equipped) | 1 | EACH | 3,500.00 | 3,500.00 | 5,000.00 | 5,000.00 | 7,500.00 | 7,500.00 | 8,000.00 | 8,000.00 | | 0047 | 724-02-00100 | Rumble Strips (Shoulder/Edge) | 8.398 | MILE | 1,000.00 | 8,398.00 | 284.00 | 2,385.03 | 750.00 | 6,298.50 | 300.00 | 2,519.40 | | 0048 | 726-01-00100 | Bedding Material | 14.3 | CUYD | 90.00 | 1,287.00 | 88.00 | 1,258.40 | 122.00 | 1,744.60 | 90.00 | 1,287.00 | | 0049 | 727-01-00100 | Mobilization | 1 | LUMP | 260,000.00 | 260,000.00 | 300,000.00 | 300,000.00 | 84,750.00 | 84,750.00 | 225,000.00 | 225,000.00 | | 0050 | 729-16-00200 | Object Marker Assembly (Type 2) | 42 | EACH | 90.00 | 3,780.00 | 89.00 | 3,738.00 | 85.00 | 3,570.00 | 65.00 | 2,730.00 | | 0051 | 729-16-00300 | Object Marker Assembly (Type 3) | 6 | EACH | 105.00 | 630.00 | 105.00 | 630.00 | 100.00 | 600.00 | 110.00 | 660.00 | | 0052 | 731-01-00100 | Nonreflectorized Raised Pavement Markers Rumble Strips - Concrete | 206 | EACH | 6.50 | 1,339.00 | 6.30 | 1,297.80 | 6.25 | 1,287.50 | 7.00 | 1,442.00 | | 0053 | 731-02-00100 | Reflectorized Raised Pavement Markers | 592 | EACH | 4.50 | 2,664.00 | 4.00 | 2,368.00 | 4.00 | 2,368.00 | 4.50 | 2,664.00 | | 0054 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 15.36 | MILE | 2,100.00 | 32,256.00 | 2,150.00 | 33,024.00 | 2,100.00 | 32,256.00 | 2,255.00 | 34,636.80 | | 0055 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 1.624 | MILE | 1,000.00 | 1,624.00 | 942.00 | 1,529.81 | 925.00 | 1,502.20 | 990.00 | 1,607.76 | | 0056 | 732-05-00100 | Removal of Existing Markings | 0.061 | MILE | 5,000.00 | 305.00 | 4,130.00 | 251.93 | 4,150.00 | 253.15 | 4,400.00 | 268.40 | | 0057 | 735-01-00100 | Mailboxes | 56 | EACH | 10.00 | 560.00 | 10.50 | 588.00 | 1.00 | 56.00 | 1.10 | 61.60 | | 0058 | 735-02-00100 | Mailbox Supports (Single) | 56 | EACH | 150.00 | 8,400.00 | 115.50 | 6,468.00 | 135.00 | 7,560.00 | 138.00 | 7,728.00 | | 0059 | 740-01-00100 | Construction Layout | 1 | LUMP | 12,000.00 | 12,000.00 | 15,000.00 | 15,000.00 | 27,500.00 | 27,500.00 | 10,000.00 | 10,000.00 | | 0060 | 741-11-00100 | Adjusting Water Valve | 6 | EACH | 400.00 | 2,400.00 | 419.00 | 2,514.00 | 55.00 | 330.00 | 200.00 | 1,200.00 | | 0061 | NS-719-00003 | Root Pruning | 1 | LUMP | 1,000.00 | 1,000.00 | 5,000.00 | 5,000.00 | 16,000.00 | 16,000.00 | 6,050.00 | 6,050.00 | | 0062 | NS-MSC-18080 | Root Barrier | 8,400 | LNFT | 18.00 | 151,200.00 | 23.00 | 193,200.00 | 42.00 | 352,800.00 | 28.00 | 235,200.00 | | | | | | | | | | | | | | | | | | CONTRACTOR TOTAL | | | | 3,852,374.62 | | 4,071,557.33 | | 4,251,138.01 | | 4,452,015.50 |
Line
Number | Item Number | Item Description | Quantity | Unit of
Measure | - 5 -
Glenn Lege Construction LLC | - 6 -
GILCHRIST CONSTRUCTION CO. LLC | | Unit Price | Total
Amount | Unit Price | Total
Amount | | 0001 | 201-01-00100 | Clearing and Grubbing | 2 | LUMP | 36,450.00 | 36,450.00 | 200,000.00 | 200,000.00 | | 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 8,400.00 | 8,400.00 | 67,500.00 | 67,500.00 | | 0003 | 202-02-02020 | Removal of Asphalt Pavement | 300.7 | SQYD | 18.00 | 5,412.60 | 40.00 | 12,028.00 | | 0004 | 202-02-06080 | Removal of Concrete Combination Curb and Gutter | 20 | LNFT | 52.50 | 1,050.00 | 70.00 | 1,400.00 | | 0005 | 202-02-06100 | Removal of Concrete Walks and Drives | 293 | SQYD | 25.00 | 7,325.00 | 35.00 | 10,255.00 | | 0006 | 202-02-14500 | Removal of Guard Rail | 407 | LNFT | 10.50 | 4,273.50 | 7.00 | 2,849.00 | | 0007 | 202-02-32100 | Removal of Pipe (Cross Drain) 24"-30" RCP | 24 | LNFT | 75.00 | 1,800.00 | 20.00 | 480.00 | | 0008 | 202-02-32120 | Removal of Pipe (Side Drain) 18" RCP | 36 | LNFT | 70.00 | 2,520.00 | 25.00 | 900.00 | | 0009 | 203-07-00100 | Borrow (Vehicular Measurement) | 2,980 | CUYD | 22.50 | 67,050.00 | 30.00 | 89,400.00 | | 0010 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 48 | EACH | 300.00 | 14,400.00 | 140.00 | 6,720.00 | | 0011 | 204-06-00100 | Temporary Silt Fencing | 4,544 | LNFT | 2.00 | 9,088.00 | 2.00 | 9,088.00 | | 0012 | 303-01-00200 | In-Place Cement Stabilized Base Course (8-1/2" Thick) | 60,398 | SQYD | 8.15 | 492,243.70 | 7.00 | 422,786.00 | | 0013 | 303-02-00100 | Removal of Existing Patches | 5,000 | SQYD | 7.00 | 35,000.00 | 6.00 | 30,000.00 | | 0014 | 304-01-00100 | Lime | 960.16 | TON | 225.00 | 216,036.00 | 300.00 | 288,048.00 | | 0015 | 304-03-00300 | Lime Treatment (Type C) (10" Thick) | 113,478 | SQYD | 2.70 | 306,390.60 | 2.50 | 283,695.00 | | 0016 | 309-01-10000 | In-Place Cement Treated Subgrade (10" Thick) | 56,739 | SQYD | 8.00 | 453,912.00 | 7.50 | 425,542.50 | | 0017 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 2,408 | CUYD | 33.50 | 80,668.00 | 45.00 | 108,360.00 | | 0018 | 402-02-00100 | Mainline Traffic Maintenance Surfacing (Hard) | 270 | SQYD | 56.00 | 15,120.00 | 85.00 | 22,950.00 | | 0019 | 402-03-00100 | Non-Mainline Traffic Maintenance Surfacing (Aggregate) (Vehicular Measurement) | 40 | CUYD | 110.00 | 4,400.00 | 110.00 | 4,400.00 | | 0020 | 502-01-00100 | Asphalt Concrete | 16,140.3 | TON | 100.00 | 1,614,030.00 | 90.00 | 1,452,627.00 | | 0021 | 502-01-00200 | Asphalt Concrete, Drives, Turnouts and Miscellaneous | 1,334.7 | TON | 112.00 | 149,486.40 | 90.00 | 120,123.00 | | 0022 | 507-01-00100 | Asphalt Material (CRS-2P Emulsion) | 39,410 | GAL | 3.11 | 122,565.10 | 3.00 | 118,230.00 | | 0023 | 507-02-00200 | Aggregate (S2) | 57,958 | SQYD | 1.17 | 67,810.86 | 1.25 | 72,447.50 | | 0024 | 507-02-00300 | Aggregate (S3) | 57,958 | SQYD | 0.89 | 51,582.62 | 1.00 | 57,958.00 | | 0025 | 509-01-00100 | Milling Asphalt Pavement | 53,558 | SQYD | 4.00 | 214,232.00 | 3.00 | 160,674.00 | | 0026 | 509-02-00100 | Contractor Retained Reclaimed Asphalt Pavement | -4,368 | CUYD | 0.10 | -436.80 | 1.00 | -4,368.00 | | 0027 | 510-01-00200 | Pavement Patching (12" Minimum Thickness) | 106 | SQYD | 115.00 | 12,190.00 | 150.00 | 15,900.00 | | 0028 | 701-03-01022 | Storm Drain Pipe (18" RCP/RPVCP) | 44 | LNFT | 121.53 | 5,347.32 | 225.00 | 9,900.00 | | 0029 | 701-10-01060 | Reinforced Concrete Pipe (Extension) (24") | 28 | LNFT | 142.56 | 3,991.68 | 425.00 | 11,900.00 | | 0030 | 701-10-01080 | Reinforced Concrete Pipe (Extension) (30") | 4 | LNFT | 312.79 | 1,251.16 | 750.00 | 3,000.00 | | 0031 | 701-15-00100 | Concrete Collar | 6 | EACH | 750.00 | 4,500.00 | 2,000.00 | 12,000.00 | | 0032 | 701-17-00100 | Trench Excavation Safety Protection (Depth >5 feet) | 76 | LNFT | 40.00 | 3,040.00 | 40.00 | 3,040.00 | | 0033 | 702-02-00100 | Manholes (MH-06) | 1 | EACH | 3,700.00 | 3,700.00 | 15,000.00 | 15,000.00 | | 0034 | 702-04-00150 | Adjusting Manholes w/Manhole Adjustment Rings | 10 | EACH | 250.00 | 2,500.00 | 2,000.00 | 20,000.00 | | 0035 | 704-01-01020 | Guard Rail (Single Thrie Beam) (6'-3" post spacing) | 162.5 | LNFT | 44.44 | 7,221.50 | 100.00 | 16,250.00 | | 0036 | 704-03-00200 | Blocked Out Guard Rail - 31", (6'-3" Post Spacing) | 125 | LNFT | 26.66 | 3,332.50 | 26.00 | 3,250.00 | | 0037 | 704-07-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 105.55 | 10,555.00 | 80.00 | 8,000.00 | | 0038 | 704-10-00310 | Guard Rail End Treatment, NCHRP 350 - 31" (TL-3 Flared) | 4 | EACH | 2,666.40 | 10,665.60 | 2,750.00 | 11,000.00 | | 0039 | 706-02-00200 | Concrete Drive (6" Thick) | 293 | SQYD | 70.00 | 20,510.00 | 100.00 | 29,300.00 | | 0040 | 707-03-00100 | Combination Concrete Curb and Gutter | 20 | LNFT | 250.00 | 5,000.00 | 200.00 | 4,000.00 | | 0041 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 18,762.77 | 18,762.77 | 75,000.00 | 75,000.00 | | 0042 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 8.954 | MILE | 600.00 | 5,372.40 | 200.00 | 1,790.80 | | 0043 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 1.624 | MILE | 222.20 | 360.85 | 1.00 | 1.62 | | 0044 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 6.398 | MILE | 333.30 | 2,132.45 | 1.00 | 6.40 | | 0045 | 713-06-00200 | Temporary Reflectorized Raised Pavement Markers (Tabs) | 2,366 | EACH | 0.84 | 1,987.44 | 1.00 | 2,366.00 | | 0046 | 722-02-00100 | Project Site Laboratory (Equipped) | 1 | EACH | 12,800.00 | 12,800.00 | 15,000.00 | 15,000.00 | | 0047 | 724-02-00100 | Rumble Strips (Shoulder/Edge) | 8.398 | MILE | 299.97 | 2,519.15 | 750.00 | 6,298.50 | | 0048 | 726-01-00100 | Bedding Material | 14.3 | CUYD | 95.00 | 1,358.50 | 100.00 | 1,430.00 | | 0049 | 727-01-00100 | Mobilization | 1 | LUMP | 82,000.00 | 82,000.00 | 510,000.00 | 510,000.00 | | 0050 | 729-16-00200 | Object Marker Assembly (Type 2) | 42 | EACH | 95.00 | 3,990.00 | 80.00 | 3,360.00 | | 0051 | 729-16-00300 | Object Marker Assembly (Type 3) | 6 | EACH | 100.00 | 600.00 | 85.00 | 510.00 | | 0052 | 731-01-00100 | Nonreflectorized Raised Pavement Markers Rumble Strips - Concrete | 206 | EACH | 6.67 | 1,374.02 | 11.00 | 2,266.00 | | 0053 | 731-02-00100 | Reflectorized Raised Pavement Markers | 592 | EACH | 4.44 | 2,628.48 | 6.00 | 3,552.00 | | 0054 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 15.36 | MILE | 2,277.55 | 34,983.17 | 2,400.00 | 36,864.00 | | 0055 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 1.624 | MILE | 999.90 | 1,623.84 | 850.00 | 1,380.40 | | 0056 | 732-05-00100 | Removal of Existing Markings | 0.061 | MILE | 4,444.00 | 271.08 | 7,000.00 | 427.00 | | 0057 | 735-01-00100 | Mailboxes | 56 | EACH | 5.00 | 280.00 | 5.00 | 280.00 | | 0058 | 735-02-00100 | Mailbox Supports (Single) | 56 | EACH | 165.00 | 9,240.00 | 200.00 | 11,200.00 | | 0059 | 740-01-00100 | Construction Layout | 1 | LUMP | 12,800.00 | 12,800.00 | 50,000.00 | 50,000.00 | | 0060 | 741-11-00100 | Adjusting Water Valve | 6 | EACH | 177.26 | 1,063.56 | 2,000.00 | 12,000.00 | | 0061 | NS-719-00003 | Root Pruning | 1 | LUMP | 3,600.00 | 3,600.00 | 75,000.00 | 75,000.00 | | 0062 | NS-MSC-18080 | Root Barrier | 8,400 | LNFT | 28.00 | 235,200.00 | 30.00 | 252,000.00 | | | | | | | | | | | | | | CONTRACTOR TOTAL | | | | 4,509,562.05 | | 5,187,365.72 |
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