Bid Tabulations
Letting of
12/15/2010
LA DOTD Headquarters
| Lead Project: 455-09-0005 | |
| Parish: Caddo | |
| Routes: I-49 | |
| Description: I-49 NORTH (LA 530 TO LA 170), Segment F | |
| Type Const: GRADING; DRAINAGE STRUCTURES; CLASS II BASE COURSE; SLAB SPAN AND PRESTRESSED GIRDER BRIDGES; ALTERNATE AA1, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT; ALTERNATE AA2, PORTLAND CEMENT CONCRETE PAVEMENT; AND RELATED WORK. | |
| Estimated Construction Cost: $28,821,476.25 | |
| Maximum Number of Days Allowed for Construction: 680 | |
| Calculated Daily User Cost: $1,000.00 | |
| Rank | License | Bidder | Construction Bid | Bidder's Proposed Contract Time |
Life Cycle Cost |
Total Bid |
|---|---|---|---|---|---|---|
| 1 | 34567 | James Construction Group Llc | $25,651,578.20 | 680 | $780,900.00 | $27,112,478.20 |
| 2 | 39462 | Jb James Construction Llc | $27,327,599.45 | 450 | $780,900.00 | $28,558,499.45 |
| 3 | 53002 | F.H. Paschen,S.N. Nielsen & Ass.Llc | $28,681,926.80 | 540 | $780,900.00 | $30,002,826.80 |
| 4 | 39670 | Eutaw Construction Co. Inc. | $29,507,681.92 | 605 | $780,900.00 | $30,893,581.92 |
| 5 | 36374 | Best-Yet Builders, Llc | $31,937,592.89 | 550 | $780,900.00 | $33,268,492.89 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - James Construction Group Llc |
- 2 - Jb James Construction Llc |
- 3 - F.H. Paschen,S.N. Nielsen & Ass.Llc |
- 4 - Eutaw Construction Co. Inc. |
||||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 201-01-00100 | Clearing and Grubbing | 1 | LUMP | 370,000.00 | 370,000.00 | 500,000.00 | 500,000.00 | 431,000.00 | 431,000.00 | 750,000.00 | 750,000.00 |
| 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 50,000.00 | 50,000.00 | 45,000.00 | 45,000.00 | 125,000.00 | 125,000.00 | 250,000.00 | 250,000.00 |
| 0003 | 202-02-00010 | Removal of Mobile Home on Dirt (Lt. Sta. 35+00, 12' x 56') | 1 | EACH | 1.00 | 1.00 | 1.00 | 1.00 | 10,000.00 | 10,000.00 | 3,500.00 | 3,500.00 |
| 0004 | 202-02-00010 | Removal of Mobile Home on Pier (Rt. Sta. 44+00, 15' x 80') | 1 | EACH | 1.00 | 1.00 | 1.00 | 1.00 | 10,000.00 | 10,000.00 | 3,500.00 | 3,500.00 |
| 0005 | 202-02-00010 | Removal of Barn on Slab (Lt. Sta. 35+00, 4176 sq. ft.) | 1 | EACH | 1.00 | 1.00 | 1.00 | 1.00 | 10,000.00 | 10,000.00 | 1,500.00 | 1,500.00 |
| 0006 | 202-02-00010 | Removal of Storage Building on Dirt (Lt. Sta. 38+00) | 1 | EACH | 100.00 | 100.00 | 1.00 | 1.00 | 100.00 | 100.00 | 650.00 | 650.00 |
| 0007 | 202-02-38500 | Removal of Surfacing and Stablized Base | 6,556.5 | SQYD | 4.00 | 26,226.00 | 1.50 | 9,834.75 | 1.30 | 8,523.45 | 2.00 | 13,113.00 |
| 0008 | 202-07-00100 | Plugging Existing Water Wells | 3 | EACH | 3,000.00 | 9,000.00 | 3,000.00 | 9,000.00 | 10,000.00 | 30,000.00 | 9,180.00 | 27,540.00 |
| 0009 | 203-01-00100 | General Excavation | 1,064,140 | CUYD | 1.70 | 1,809,038.00 | 2.65 | 2,819,971.00 | 2.46 | 2,617,784.40 | 2.12 | 2,255,976.80 |
| 0010 | 203-03-00100 | Embankment | 646,852 | CUYD | 1.60 | 1,034,963.20 | 1.50 | 970,278.00 | 1.25 | 808,565.00 | 3.25 | 2,102,269.00 |
| 0011 | 203-04-00300 | Nonplastic Embankment (Stone) | 1,092 | CUYD | 70.00 | 76,440.00 | 120.00 | 131,040.00 | 116.00 | 126,672.00 | 100.00 | 109,200.00 |
| 0012 | 204-02-00100 | Temporary Hay or Straw Bales | 709 | EACH | 20.00 | 14,180.00 | 10.00 | 7,090.00 | 15.00 | 10,635.00 | 9.50 | 6,735.50 |
| 0013 | 204-03-00100 | Temporary Slope Drains | 4,991 | LNFT | 14.00 | 69,874.00 | 12.00 | 59,892.00 | 9.53 | 47,564.23 | 16.00 | 79,856.00 |
| 0014 | 204-06-00100 | Temporary Silt Fencing | 26,117 | LNFT | 3.00 | 78,351.00 | 1.80 | 47,010.60 | 1.40 | 36,563.80 | 2.35 | 61,374.95 |
| 0015 | 302-02-02020 | Class II Base Course (6" Thick) (Soil Cement) | 51,953.6 | SQYD | 4.00 | 207,814.40 | 4.40 | 228,595.84 | 4.40 | 228,595.84 | 8.00 | 415,628.80 |
| 0016 | 302-02-02560 | Class II Base Course (7" Thick) (Stone or Recycled Portland Cement Concrete) | 51,953.6 | SQYD | 12.00 | 623,443.20 | 9.00 | 467,582.40 | 13.40 | 696,178.24 | 15.00 | 779,304.00 |
| 0017 | 302-02-04020 | Class II Base Course (8 1/2" Thick) (Soil Cement) | 16,535.1 | SQYD | 7.00 | 115,745.70 | 6.00 | 99,210.60 | 6.00 | 99,210.60 | 9.00 | 148,815.90 |
| 0018 | 302-02-05000 | Class II Base Course (10" Thick) (4" Stone / Recycled PCC on 6" Soil Cement) | 115,125.6 | SQYD | 12.00 | 1,381,507.20 | 19.00 | 2,187,386.40 | 12.00 | 1,381,507.20 | 17.00 | 1,957,135.20 |
| 0019 | 302-02-05120 | Class II Base Course (10" Thick) (Stone or Recycled Portland Cement Concrete) | 1,230.7 | SQYD | 22.00 | 27,075.40 | 18.00 | 22,152.60 | 18.25 | 22,460.28 | 21.25 | 26,152.38 |
| 0020 | 305-01-04000 | Subgrade Layer (12" Thick) | 185,658.9 | SQYD | 5.50 | 1,021,123.95 | 6.00 | 1,113,953.40 | 6.00 | 1,113,953.40 | 7.65 | 1,420,290.59 |
| 0021 | 507-01-00100 | Asphaltic Material (CRS-2P Emulsion) | 11,244 | GAL | 3.40 | 38,229.60 | 3.40 | 38,229.60 | 3.40 | 38,229.60 | 3.40 | 38,229.60 |
| 0022 | 507-02-00200 | Aggregate (S2) | 16,535 | SQYD | 1.95 | 32,243.25 | 2.20 | 36,377.00 | 1.95 | 32,243.25 | 1.95 | 32,243.25 |
| 0023 | 507-02-00300 | Aggregate (S3) | 16,535 | SQYD | 1.75 | 28,936.25 | 2.00 | 33,070.00 | 1.75 | 28,936.25 | 1.75 | 28,936.25 |
| 0024 | 701-01-01040 | Cross Drain Pipe (36" RCP/PP) | 1,306 | LNFT | 91.00 | 118,846.00 | 85.00 | 111,010.00 | 91.00 | 118,846.00 | 91.00 | 118,846.00 |
| 0025 | 701-01-01080 | Cross Drain Pipe (48" RCP/PP) | 300 | LNFT | 135.00 | 40,500.00 | 130.00 | 39,000.00 | 135.00 | 40,500.00 | 135.00 | 40,500.00 |
| 0026 | 701-01-01140 | Cross Drain Pipe (72" RCP) | 1,180 | LNFT | 246.00 | 290,280.00 | 260.00 | 306,800.00 | 246.00 | 290,280.00 | 246.00 | 290,280.00 |
| 0027 | 701-02-01020 | Cross Drain Pipe Arch (30" Equiv. RCPA) | 570 | LNFT | 94.00 | 53,580.00 | 95.00 | 54,150.00 | 94.00 | 53,580.00 | 94.00 | 53,580.00 |
| 0028 | 702-03-00100 | Catch Basins (CB-01) | 3 | EACH | 2,100.00 | 6,300.00 | 3,000.00 | 9,000.00 | 2,100.00 | 6,300.00 | 2,100.00 | 6,300.00 |
| 0029 | 704-01-02000 | Guard Rail (DoubleThrie Beam) (3'-1 1/2" post spacing) | 358.3 | LNFT | 40.00 | 14,332.00 | 40.00 | 14,332.00 | 40.00 | 14,332.00 | 40.40 | 14,475.32 |
| 0030 | 704-03-00100 | Blocked Out Guard Rail | 1,125 | LNFT | 17.00 | 19,125.00 | 17.00 | 19,125.00 | 17.00 | 19,125.00 | 17.17 | 19,316.25 |
| 0031 | 704-06-00200 | Guard Rail Anchor Sections (Trailing End) (Single Thrie Beam) | 12.5 | LNFT | 93.00 | 1,162.50 | 93.00 | 1,162.50 | 93.00 | 1,162.50 | 93.93 | 1,174.13 |
| 0032 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 200 | LNFT | 53.00 | 10,600.00 | 53.00 | 10,600.00 | 53.00 | 10,600.00 | 53.53 | 10,706.00 |
| 0033 | 704-11-00100 | Guard Rail End Treatment (Flared) | 10 | EACH | 1,950.00 | 19,500.00 | 2,000.00 | 20,000.00 | 1,950.00 | 19,500.00 | 1,969.50 | 19,695.00 |
| 0034 | 704-11-00300 | Guard Rail End Treatment (Bi-Directional) | 2 | EACH | 4,250.00 | 8,500.00 | 4,300.00 | 8,600.00 | 4,250.00 | 8,500.00 | 4,292.50 | 8,585.00 |
| 0035 | 705-02-00100 | Combination Mesh & Barbed Wire Fence | 33,860 | LNFT | 4.00 | 135,440.00 | 4.00 | 135,440.00 | 4.00 | 135,440.00 | 4.00 | 135,440.00 |
| 0036 | 706-03-00100 | Incidental Concrete Paving (4" Thick) | 518.6 | SQYD | 42.00 | 21,781.20 | 43.00 | 22,299.80 | 22.00 | 11,409.20 | 31.62 | 16,398.13 |
| 0037 | 706-03-00300 | Incidental Concrete Paving (6" Thick) | 1,883.2 | SQYD | 40.00 | 75,328.00 | 47.00 | 88,510.40 | 30.00 | 56,496.00 | 43.86 | 82,597.15 |
| 0038 | 707-03-00100 | Combination Concrete Curb and Gutter | 9,342.4 | LNFT | 15.00 | 140,136.00 | 15.00 | 140,136.00 | 18.70 | 174,702.88 | 22.44 | 209,643.46 |
| 0039 | 708-01-00100 | Right-of-Way Monument | 120 | EACH | 140.00 | 16,800.00 | 120.00 | 14,400.00 | 175.00 | 21,000.00 | 140.00 | 16,800.00 |
| 0040 | 708-02-00100 | Right-of-Way Monument Witness Post | 120 | EACH | 50.00 | 6,000.00 | 120.00 | 14,400.00 | 100.00 | 12,000.00 | 50.00 | 6,000.00 |
| 0041 | 711-01-04000 | Riprap (55 lb, 18" Thick) | 296 | SQYD | 69.00 | 20,424.00 | 60.00 | 17,760.00 | 85.00 | 25,160.00 | 65.00 | 19,240.00 |
| 0042 | 711-04-00100 | Geotextile Fabric | 296 | SQYD | 14.00 | 4,144.00 | 2.00 | 592.00 | 3.50 | 1,036.00 | 2.00 | 592.00 |
| 0043 | 712-01-00100 | Concrete Cast-in-Place Revetment (4" Thick) | 1,610 | SQYD | 45.00 | 72,450.00 | 56.00 | 90,160.00 | 40.00 | 64,400.00 | 59.16 | 95,247.60 |
| 0044 | 712-04-00100 | Flexible Revetment | 2,392 | SQYD | 43.00 | 102,856.00 | 50.00 | 119,600.00 | 68.00 | 162,656.00 | 40.80 | 97,593.60 |
| 0045 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 50,000.00 | 50,000.00 | 45,000.00 | 45,000.00 | 175,000.00 | 175,000.00 | 45,000.00 | 45,000.00 |
| 0046 | 716-01-00100 | Mulch (Vegetative) | 302 | TON | 425.00 | 128,350.00 | 430.00 | 129,860.00 | 400.00 | 120,800.00 | 330.00 | 99,660.00 |
| 0047 | 717-01-00100 | Seeding | 4,530 | LB | 7.80 | 35,334.00 | 8.00 | 36,240.00 | 7.50 | 33,975.00 | 6.60 | 29,898.00 |
| 0048 | 718-01-00100 | Fertilizer | 151,000 | LB | 0.40 | 60,400.00 | 0.40 | 60,400.00 | 0.28 | 42,280.00 | 0.40 | 60,400.00 |
| 0049 | 718-02-00100 | Agricultural Lime | 60 | TON | 109.00 | 6,540.00 | 100.00 | 6,000.00 | 350.00 | 21,000.00 | 110.00 | 6,600.00 |
| 0050 | 722-02-00100 | Project Site Laboratory (Equipped) | 1 | EACH | 25,000.00 | 25,000.00 | 25,000.00 | 25,000.00 | 35,000.00 | 35,000.00 | 50,000.00 | 50,000.00 |
| 0051 | 725-01-00100 | Temporary Detour Roads | 2,926 | SQYD | 200.00 | 585,200.00 | 120.00 | 351,120.00 | 185.00 | 541,310.00 | 110.00 | 321,860.00 |
| 0052 | 726-01-00100 | Bedding Material | 900 | CUYD | 70.00 | 63,000.00 | 65.00 | 58,500.00 | 70.00 | 63,000.00 | 70.00 | 63,000.00 |
| 0053 | 727-01-00100 | Mobilization | 1 | LUMP | 2,000,000.00 | 2,000,000.00 | 2,300,000.00 | 2,300,000.00 | 2,860,000.00 | 2,860,000.00 | 2,615,000.00 | 2,615,000.00 |
| 0054 | 729-01-00100 | Sign (Type A) | 568.8 | SQFT | 20.00 | 11,376.00 | 20.00 | 11,376.00 | 20.00 | 11,376.00 | 20.20 | 11,489.76 |
| 0055 | 729-04-00100 | Sign (Type D) | 736.5 | SQFT | 26.00 | 19,149.00 | 26.00 | 19,149.00 | 26.00 | 19,149.00 | 26.26 | 19,340.49 |
| 0056 | 729-05-00100 | Sign (Type E) | 80 | SQFT | 31.00 | 2,480.00 | 31.00 | 2,480.00 | 31.00 | 2,480.00 | 31.31 | 2,504.80 |
| 0057 | 729-08-00100 | Mounting (2 1/2" Size Post) | 20 | EACH | 800.00 | 16,000.00 | 800.00 | 16,000.00 | 800.00 | 16,000.00 | 808.00 | 16,160.00 |
| 0058 | 729-08-00200 | Mounting (3 1/2" Size Post) | 18 | EACH | 920.00 | 16,560.00 | 920.00 | 16,560.00 | 920.00 | 16,560.00 | 929.20 | 16,725.60 |
| 0059 | 729-08-00600 | Mounting (W6 x 12 Size Post) | 20 | EACH | 1,100.00 | 22,000.00 | 1,100.00 | 22,000.00 | 1,100.00 | 22,000.00 | 1,111.00 | 22,220.00 |
| 0060 | 729-08-00700 | Mounting (W8 x 18 Size Post) | 8 | EACH | 1,550.00 | 12,400.00 | 1,600.00 | 12,800.00 | 1,550.00 | 12,400.00 | 1,565.50 | 12,524.00 |
| 0061 | 729-16-00200 | Object Marker Assembly (Type 2) | 16 | EACH | 65.00 | 1,040.00 | 65.00 | 1,040.00 | 65.00 | 1,040.00 | 65.65 | 1,050.40 |
| 0062 | 729-16-00300 | Object Marker Assembly (Type 3) | 8 | EACH | 75.00 | 600.00 | 75.00 | 600.00 | 75.00 | 600.00 | 75.75 | 606.00 |
| 0063 | 729-17-00100 | Milepost Assembly (Ground Mounted) | 6 | EACH | 350.00 | 2,100.00 | 350.00 | 2,100.00 | 350.00 | 2,100.00 | 353.50 | 2,121.00 |
| 0064 | 731-01-00100 | Nonreflectorized Raised Pavement Markers | 616 | EACH | 11.00 | 6,776.00 | 12.00 | 7,392.00 | 15.00 | 9,240.00 | 11.00 | 6,776.00 |
| 0065 | 731-02-00100 | Reflectorized Raised Pavement Markers | 1,795 | EACH | 5.25 | 9,423.75 | 5.00 | 8,975.00 | 5.10 | 9,154.50 | 5.25 | 9,423.75 |
| 0066 | 732-01-01080 | Plastic Pavement Striping (24" Width) (Thermoplastic 90 mil) | 1,448 | LNFT | 4.50 | 6,516.00 | 5.00 | 7,240.00 | 4.00 | 5,792.00 | 4.50 | 6,516.00 |
| 0067 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 17.942 | MILE | 2,850.00 | 51,134.70 | 2,800.00 | 50,237.60 | 3,250.00 | 58,311.50 | 2,850.00 | 51,134.70 |
| 0068 | 732-02-02040 | Plastic Pavement Striping (Solid Line) (8" Width) (Thermoplastic 90 mil) | 0.912 | MILE | 6,500.00 | 5,928.00 | 5,300.00 | 4,833.60 | 6,500.00 | 5,928.00 | 6,500.00 | 5,928.00 |
| 0069 | 732-04-01080 | Plastic Pavement Legends and Symbols (Arrow - Left Turn) | 2 | EACH | 215.00 | 430.00 | 250.00 | 500.00 | 200.00 | 400.00 | 215.00 | 430.00 |
| 0070 | 732-04-15020 | Plastic Pavement Legends and Symbols (ONLY) | 2 | EACH | 225.00 | 450.00 | 250.00 | 500.00 | 210.00 | 420.00 | 225.00 | 450.00 |
| 0071 | 740-01-00100 | Construction Layout | 1 | LUMP | 100,000.00 | 100,000.00 | 200,000.00 | 200,000.00 | 410,000.00 | 410,000.00 | 275,000.00 | 275,000.00 |
| 0072 | 805-01-00200 | Class A Concrete (Pipe Headwalls) | 42.2 | CUYD | 1,325.00 | 55,915.00 | 1,200.00 | 50,640.00 | 550.00 | 23,210.00 | 1,325.00 | 55,915.00 |
| 0073 | 805-01-00300 | Class A Concrete (Box Culvert Headwalls) | 80.66 | CUYD | 850.00 | 68,561.00 | 1,160.00 | 93,565.60 | 450.00 | 36,297.00 | 1,250.00 | 100,825.00 |
| 0074 | 805-01-00700 | Class A Concrete (Bents) | 1,269.54 | CUYD | 550.00 | 698,247.00 | 630.00 | 799,810.20 | 605.00 | 768,071.70 | 525.00 | 666,508.50 |
| 0075 | 805-03-00100 | Class AA Concrete | 51.97 | CUYD | 500.00 | 25,985.00 | 600.00 | 31,182.00 | 950.00 | 49,371.50 | 525.00 | 27,284.25 |
| 0076 | 805-04-00100 | Class AA(M) Concrete | 2,175.27 | CUYD | 450.00 | 978,871.50 | 520.00 | 1,131,140.40 | 490.00 | 1,065,882.30 | 495.00 | 1,076,758.65 |
| 0077 | 805-08-00400 | Precast-Prestressed Concrete Girder (Type IV) | 8,951.2 | LNFT | 125.00 | 1,118,900.00 | 120.00 | 1,074,144.00 | 139.00 | 1,244,216.80 | 135.00 | 1,208,412.00 |
| 0078 | 805-11-00100 | Strip Seal Joints | 447.6 | LNFT | 140.00 | 62,664.00 | 160.00 | 71,616.00 | 150.00 | 67,140.00 | 150.00 | 67,140.00 |
| 0079 | 805-12-04000 | Reinforced Concrete Box Culverts (7' x 7') | 536 | LNFT | 358.00 | 191,888.00 | 400.00 | 214,400.00 | 400.00 | 214,400.00 | 358.00 | 191,888.00 |
| 0080 | 805-12-23000 | Reinforced Concrete Box Culverts (7' x 7') (Precast) | 2,432 | LNFT | 370.00 | 899,840.00 | 400.00 | 972,800.00 | 400.00 | 972,800.00 | 370.00 | 899,840.00 |
| 0081 | 806-01-00100 | Deformed Reinforcing Steel | 302,471 | LB | 1.00 | 302,471.00 | 0.80 | 241,976.80 | 0.62 | 187,532.02 | 0.80 | 241,976.80 |
| 0082 | 806-02-00100 | Deformed Reinforcing Steel (Epoxy Coated) | 716,316 | LB | 1.10 | 787,947.60 | 0.86 | 616,031.76 | 0.81 | 580,215.96 | 0.90 | 644,684.40 |
| 0083 | 807-08-00100 | Structural Metalwork | 1 | LUMP | 23,000.00 | 23,000.00 | 15,000.00 | 15,000.00 | 40,000.00 | 40,000.00 | 18,500.00 | 18,500.00 |
| 0084 | 810-01-00100 | Concrete Railing (Standard Barrier) | 2,696 | LNFT | 44.00 | 118,624.00 | 56.00 | 150,976.00 | 70.00 | 188,720.00 | 50.00 | 134,800.00 |
| 0085 | 810-01-00200 | Concrete Railing (Slotted Barrier) | 800 | LNFT | 47.00 | 37,600.00 | 58.00 | 46,400.00 | 70.00 | 56,000.00 | 53.00 | 42,400.00 |
| 0086 | 813-01-00100 | Concrete Approach Slabs | 1,235.56 | SQYD | 195.00 | 240,934.20 | 200.00 | 247,112.00 | 175.00 | 216,223.00 | 176.00 | 217,458.56 |
| 0087 | 814-01-00200 | Drilled Shaft (24" Diameter) | 408 | LNFT | 130.00 | 53,040.00 | 80.00 | 32,640.00 | 119.00 | 48,552.00 | 215.00 | 87,720.00 |
| 0088 | 814-01-00800 | Drilled Shaft (66" Diameter) | 3,760 | LNFT | 435.00 | 1,635,600.00 | 480.00 | 1,804,800.00 | 350.00 | 1,316,000.00 | 350.00 | 1,316,000.00 |
| 0089 | 814-02-00800 | Trial Shaft (66" Diameter) | 48 | LNFT | 650.00 | 31,200.00 | 660.00 | 31,680.00 | 413.00 | 19,824.00 | 550.00 | 26,400.00 |
| 0090 | 814-04-00800 | Crosshole Sonic Logging (66" Diameter) | 62 | EACH | 1,650.00 | 102,300.00 | 1,450.00 | 89,900.00 | 4,515.00 | 279,930.00 | 4,515.00 | 279,930.00 |
| 0091 | NS-202-00007 | NS Plug and Abandon Well | 5 | EACH | 35,000.00 | 175,000.00 | 50,000.00 | 250,000.00 | 25,000.00 | 125,000.00 | 10,200.00 | 51,000.00 |
| 0092 | NS-202-00008 | NS Re-open, Cut, Plug and Abandon Well | 2 | EACH | 40,000.00 | 80,000.00 | 50,000.00 | 100,000.00 | 40,000.00 | 80,000.00 | 12,240.00 | 24,480.00 |
| 0093 | NS-800-00100 | Load Testing a Drilled Shaft | 2 | EACH | 100,000.00 | 200,000.00 | 90,000.00 | 180,000.00 | 150,000.00 | 300,000.00 | 100,000.00 | 200,000.00 |
| 0094 | NS-800-00140 | Test Drilled Shaft 66" Diameter | 2 | EACH | 55,000.00 | 110,000.00 | 35,000.00 | 70,000.00 | 90,000.00 | 180,000.00 | 67,100.00 | 134,200.00 |
| 0105 | 202-02-00010 | Removal of Abandoned/Inactive Steel Pipeline (Approx. Sta 167+00) | 1 | EACH | 5,000.00 | 5,000.00 | 11,000.00 | 11,000.00 | 11,000.00 | 11,000.00 | 2,500.00 | 2,500.00 |
| 0106 | 202-02-00010 | Removal of Large Slab (Approx. 525' Lt. Sta 208+00) | 3 | EACH | 1.00 | 3.00 | 1.00 | 3.00 | 1,500.00 | 4,500.00 | 650.00 | 1,950.00 |
| SUBTOTAL GENERAL | 19,434,158 | 21,785,477 | 21,730,950 | 23,245,351 | ||||||||
| Alternate AA1 | ||||||||||||
| 0095 | 502-01-00100 | Superpave Asphaltic Concrete | 94,730.7 | TON | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 0096 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 864.2 | TON | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 0097 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 6.262 | MILE | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 0098 | NS-724-00002 | Rumble Strips (Shoulder Ground-In) | 11.9 | MILE | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| SUBTOTAL ALT AA1 | 00 | 00 | 00 | 00 | ||||||||
| Alternate AA2 | ||||||||||||
| 0099 | 502-01-00100 | Superpave Asphaltic Concrete | 3,171.8 | TON | 110.00 | 348,898.00 | 110.00 | 348,898.00 | 110.00 | 348,898.00 | 110.00 | 348,898.00 |
| 0100 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 189.6 | TON | 150.00 | 28,440.00 | 150.00 | 28,440.00 | 150.00 | 28,440.00 | 150.00 | 28,440.00 |
| 0101 | 601-01-00700 | Portland Cement Concrete Pavement (11" Thick) | 115,125.9 | SQYD | 36.00 | 4,144,532.40 | 35.00 | 4,029,406.50 | 43.00 | 4,950,413.70 | 40.00 | 4,605,036.00 |
| 0102 | 601-04-00100 | Portland Cement Concrete Pavement Coring | 250 | EACH | 100.00 | 25,000.00 | 80.00 | 20,000.00 | 200.00 | 50,000.00 | 80.00 | 20,000.00 |
| 0103 | 732-03-03000 | Plastic Pavement Striping (Broken Line) (4" Width) (Preformed Tape) (Retroreflectivity Level I) | 6.262 | MILE | 4,500.00 | 28,179.00 | 6,000.00 | 37,572.00 | 5,350.00 | 33,501.70 | 4,500.00 | 28,179.00 |
| 0104 | NS-DEV-60302 | NS Roller Compacted Concrete (RCC) Pavement (8" Thick) | 51,324.1 | SQYD | 32.00 | 1,642,371.20 | 21.00 | 1,077,806.10 | 30.00 | 1,539,723.00 | 24.00 | 1,231,778.40 |
| SUBTOTAL ALT AA2 | 6,217,420.60 | 5,542,122.60 | 6,950,976.40 | 6,262,331.40 | ||||||||
| ITEM TOTAL (CONSTRUCTION BID) | 25,651,578.20 | 27,327,599.45 | 28,681,926.80 | 29,507,681.92 | ||||||||
| NUMBER OF DAYS BID AT $1000 PER DAY. | 680,000.00 | 450,000.00 | 540,000.00 | 605,000.00 | ||||||||
| LIFE CYCLE COST | 780,900.00 | 780,900.00 | 780,900.00 | 780,900.00 | ||||||||
| TOTAL BID | 27,112,478.20 | 28,558,499.45 | 30,002,826.80 | 30,893,581.92 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 5 - Best-Yet Builders, Llc |
|
| Unit Price | Total Amount |
|||||
| 0001 | 201-01-00100 | Clearing and Grubbing | 1 | LUMP | 1,000,000.00 | 1,000,000.00 |
| 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 100,000.00 | 100,000.00 |
| 0003 | 202-02-00010 | Removal of Mobile Home on Dirt (Lt. Sta. 35+00, 12' x 56') | 1 | EACH | 1.00 | 1.00 |
| 0004 | 202-02-00010 | Removal of Mobile Home on Pier (Rt. Sta. 44+00, 15' x 80') | 1 | EACH | 1.00 | 1.00 |
| 0005 | 202-02-00010 | Removal of Barn on Slab (Lt. Sta. 35+00, 4176 sq. ft.) | 1 | EACH | 1.00 | 1.00 |
| 0006 | 202-02-00010 | Removal of Storage Building on Dirt (Lt. Sta. 38+00) | 1 | EACH | 1.00 | 1.00 |
| 0007 | 202-02-38500 | Removal of Surfacing and Stablized Base | 6,556.5 | SQYD | 3.00 | 19,669.50 |
| 0008 | 202-07-00100 | Plugging Existing Water Wells | 3 | EACH | 2,000.00 | 6,000.00 |
| 0009 | 203-01-00100 | General Excavation | 1,064,140 | CUYD | 3.00 | 3,192,420.00 |
| 0010 | 203-03-00100 | Embankment | 646,852 | CUYD | 5.00 | 3,234,260.00 |
| 0011 | 203-04-00300 | Nonplastic Embankment (Stone) | 1,092 | CUYD | 50.00 | 54,600.00 |
| 0012 | 204-02-00100 | Temporary Hay or Straw Bales | 709 | EACH | 10.00 | 7,090.00 |
| 0013 | 204-03-00100 | Temporary Slope Drains | 4,991 | LNFT | 20.00 | 99,820.00 |
| 0014 | 204-06-00100 | Temporary Silt Fencing | 26,117 | LNFT | 1.50 | 39,175.50 |
| 0015 | 302-02-02020 | Class II Base Course (6" Thick) (Soil Cement) | 51,953.6 | SQYD | 6.00 | 311,721.60 |
| 0016 | 302-02-02560 | Class II Base Course (7" Thick) (Stone or Recycled Portland Cement Concrete) | 51,953.6 | SQYD | 14.15 | 735,143.44 |
| 0017 | 302-02-04020 | Class II Base Course (8 1/2" Thick) (Soil Cement) | 16,535.1 | SQYD | 6.00 | 99,210.60 |
| 0018 | 302-02-05000 | Class II Base Course (10" Thick) (4" Stone / Recycled PCC on 6" Soil Cement) | 115,125.6 | SQYD | 14.00 | 1,611,758.40 |
| 0019 | 302-02-05120 | Class II Base Course (10" Thick) (Stone or Recycled Portland Cement Concrete) | 1,230.7 | SQYD | 20.00 | 24,614.00 |
| 0020 | 305-01-04000 | Subgrade Layer (12" Thick) | 185,658.9 | SQYD | 6.00 | 1,113,953.40 |
| 0021 | 507-01-00100 | Asphaltic Material (CRS-2P Emulsion) | 11,244 | GAL | 4.00 | 44,976.00 |
| 0022 | 507-02-00200 | Aggregate (S2) | 16,535 | SQYD | 0.60 | 9,921.00 |
| 0023 | 507-02-00300 | Aggregate (S3) | 16,535 | SQYD | 0.40 | 6,614.00 |
| 0024 | 701-01-01040 | Cross Drain Pipe (36" RCP/PP) | 1,306 | LNFT | 97.25 | 127,008.50 |
| 0025 | 701-01-01080 | Cross Drain Pipe (48" RCP/PP) | 300 | LNFT | 174.35 | 52,305.00 |
| 0026 | 701-01-01140 | Cross Drain Pipe (72" RCP) | 1,180 | LNFT | 372.70 | 439,786.00 |
| 0027 | 701-02-01020 | Cross Drain Pipe Arch (30" Equiv. RCPA) | 570 | LNFT | 93.00 | 53,010.00 |
| 0028 | 702-03-00100 | Catch Basins (CB-01) | 3 | EACH | 2,000.00 | 6,000.00 |
| 0029 | 704-01-02000 | Guard Rail (DoubleThrie Beam) (3'-1 1/2" post spacing) | 358.3 | LNFT | 48.00 | 17,198.40 |
| 0030 | 704-03-00100 | Blocked Out Guard Rail | 1,125 | LNFT | 20.00 | 22,500.00 |
| 0031 | 704-06-00200 | Guard Rail Anchor Sections (Trailing End) (Single Thrie Beam) | 12.5 | LNFT | 125.00 | 1,562.50 |
| 0032 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 200 | LNFT | 65.00 | 13,000.00 |
| 0033 | 704-11-00100 | Guard Rail End Treatment (Flared) | 10 | EACH | 2,000.00 | 20,000.00 |
| 0034 | 704-11-00300 | Guard Rail End Treatment (Bi-Directional) | 2 | EACH | 5,500.00 | 11,000.00 |
| 0035 | 705-02-00100 | Combination Mesh & Barbed Wire Fence | 33,860 | LNFT | 6.00 | 203,160.00 |
| 0036 | 706-03-00100 | Incidental Concrete Paving (4" Thick) | 518.6 | SQYD | 50.00 | 25,930.00 |
| 0037 | 706-03-00300 | Incidental Concrete Paving (6" Thick) | 1,883.2 | SQYD | 60.00 | 112,992.00 |
| 0038 | 707-03-00100 | Combination Concrete Curb and Gutter | 9,342.4 | LNFT | 30.00 | 280,272.00 |
| 0039 | 708-01-00100 | Right-of-Way Monument | 120 | EACH | 150.00 | 18,000.00 |
| 0040 | 708-02-00100 | Right-of-Way Monument Witness Post | 120 | EACH | 150.00 | 18,000.00 |
| 0041 | 711-01-04000 | Riprap (55 lb, 18" Thick) | 296 | SQYD | 100.00 | 29,600.00 |
| 0042 | 711-04-00100 | Geotextile Fabric | 296 | SQYD | 3.00 | 888.00 |
| 0043 | 712-01-00100 | Concrete Cast-in-Place Revetment (4" Thick) | 1,610 | SQYD | 50.00 | 80,500.00 |
| 0044 | 712-04-00100 | Flexible Revetment | 2,392 | SQYD | 60.00 | 143,520.00 |
| 0045 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 150,000.00 | 150,000.00 |
| 0046 | 716-01-00100 | Mulch (Vegetative) | 302 | TON | 600.00 | 181,200.00 |
| 0047 | 717-01-00100 | Seeding | 4,530 | LB | 6.50 | 29,445.00 |
| 0048 | 718-01-00100 | Fertilizer | 151,000 | LB | 0.42 | 63,420.00 |
| 0049 | 718-02-00100 | Agricultural Lime | 60 | TON | 140.00 | 8,400.00 |
| 0050 | 722-02-00100 | Project Site Laboratory (Equipped) | 1 | EACH | 20,000.00 | 20,000.00 |
| 0051 | 725-01-00100 | Temporary Detour Roads | 2,926 | SQYD | 104.20 | 304,889.20 |
| 0052 | 726-01-00100 | Bedding Material | 900 | CUYD | 75.00 | 67,500.00 |
| 0053 | 727-01-00100 | Mobilization | 1 | LUMP | 3,200,000.00 | 3,200,000.00 |
| 0054 | 729-01-00100 | Sign (Type A) | 568.8 | SQFT | 24.00 | 13,651.20 |
| 0055 | 729-04-00100 | Sign (Type D) | 736.5 | SQFT | 30.00 | 22,095.00 |
| 0056 | 729-05-00100 | Sign (Type E) | 80 | SQFT | 35.00 | 2,800.00 |
| 0057 | 729-08-00100 | Mounting (2 1/2" Size Post) | 20 | EACH | 1,060.00 | 21,200.00 |
| 0058 | 729-08-00200 | Mounting (3 1/2" Size Post) | 18 | EACH | 1,145.00 | 20,610.00 |
| 0059 | 729-08-00600 | Mounting (W6 x 12 Size Post) | 20 | EACH | 1,350.00 | 27,000.00 |
| 0060 | 729-08-00700 | Mounting (W8 x 18 Size Post) | 8 | EACH | 1,675.00 | 13,400.00 |
| 0061 | 729-16-00200 | Object Marker Assembly (Type 2) | 16 | EACH | 60.00 | 960.00 |
| 0062 | 729-16-00300 | Object Marker Assembly (Type 3) | 8 | EACH | 100.00 | 800.00 |
| 0063 | 729-17-00100 | Milepost Assembly (Ground Mounted) | 6 | EACH | 175.00 | 1,050.00 |
| 0064 | 731-01-00100 | Nonreflectorized Raised Pavement Markers | 616 | EACH | 11.00 | 6,776.00 |
| 0065 | 731-02-00100 | Reflectorized Raised Pavement Markers | 1,795 | EACH | 5.25 | 9,423.75 |
| 0066 | 732-01-01080 | Plastic Pavement Striping (24" Width) (Thermoplastic 90 mil) | 1,448 | LNFT | 4.50 | 6,516.00 |
| 0067 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 17.942 | MILE | 2,850.00 | 51,134.70 |
| 0068 | 732-02-02040 | Plastic Pavement Striping (Solid Line) (8" Width) (Thermoplastic 90 mil) | 0.912 | MILE | 6,500.00 | 5,928.00 |
| 0069 | 732-04-01080 | Plastic Pavement Legends and Symbols (Arrow - Left Turn) | 2 | EACH | 215.00 | 430.00 |
| 0070 | 732-04-15020 | Plastic Pavement Legends and Symbols (ONLY) | 2 | EACH | 225.00 | 450.00 |
| 0071 | 740-01-00100 | Construction Layout | 1 | LUMP | 300,000.00 | 300,000.00 |
| 0072 | 805-01-00200 | Class A Concrete (Pipe Headwalls) | 42.2 | CUYD | 400.00 | 16,880.00 |
| 0073 | 805-01-00300 | Class A Concrete (Box Culvert Headwalls) | 80.66 | CUYD | 500.00 | 40,330.00 |
| 0074 | 805-01-00700 | Class A Concrete (Bents) | 1,269.54 | CUYD | 640.00 | 812,505.60 |
| 0075 | 805-03-00100 | Class AA Concrete | 51.97 | CUYD | 200.00 | 10,394.00 |
| 0076 | 805-04-00100 | Class AA(M) Concrete | 2,175.27 | CUYD | 610.00 | 1,326,914.70 |
| 0077 | 805-08-00400 | Precast-Prestressed Concrete Girder (Type IV) | 8,951.2 | LNFT | 145.00 | 1,297,924.00 |
| 0078 | 805-11-00100 | Strip Seal Joints | 447.6 | LNFT | 160.00 | 71,616.00 |
| 0079 | 805-12-04000 | Reinforced Concrete Box Culverts (7' x 7') | 536 | LNFT | 443.00 | 237,448.00 |
| 0080 | 805-12-23000 | Reinforced Concrete Box Culverts (7' x 7') (Precast) | 2,432 | LNFT | 443.00 | 1,077,376.00 |
| 0081 | 806-01-00100 | Deformed Reinforcing Steel | 302,471 | LB | 1.10 | 332,718.10 |
| 0082 | 806-02-00100 | Deformed Reinforcing Steel (Epoxy Coated) | 716,316 | LB | 1.20 | 859,579.20 |
| 0083 | 807-08-00100 | Structural Metalwork | 1 | LUMP | 16,000.00 | 16,000.00 |
| 0084 | 810-01-00100 | Concrete Railing (Standard Barrier) | 2,696 | LNFT | 60.00 | 161,760.00 |
| 0085 | 810-01-00200 | Concrete Railing (Slotted Barrier) | 800 | LNFT | 64.00 | 51,200.00 |
| 0086 | 813-01-00100 | Concrete Approach Slabs | 1,235.56 | SQYD | 195.00 | 240,934.20 |
| 0087 | 814-01-00200 | Drilled Shaft (24" Diameter) | 408 | LNFT | 144.00 | 58,752.00 |
| 0088 | 814-01-00800 | Drilled Shaft (66" Diameter) | 3,760 | LNFT | 276.00 | 1,037,760.00 |
| 0089 | 814-02-00800 | Trial Shaft (66" Diameter) | 48 | LNFT | 485.00 | 23,280.00 |
| 0090 | 814-04-00800 | Crosshole Sonic Logging (66" Diameter) | 62 | EACH | 3,950.00 | 244,900.00 |
| 0091 | NS-202-00007 | NS Plug and Abandon Well | 5 | EACH | 2,500.00 | 12,500.00 |
| 0092 | NS-202-00008 | NS Re-open, Cut, Plug and Abandon Well | 2 | EACH | 4,000.00 | 8,000.00 |
| 0093 | NS-800-00100 | Load Testing a Drilled Shaft | 2 | EACH | 103,397.00 | 206,794.00 |
| 0094 | NS-800-00140 | Test Drilled Shaft 66" Diameter | 2 | EACH | 76,654.00 | 153,308.00 |
| 0105 | 202-02-00010 | Removal of Abandoned/Inactive Steel Pipeline (Approx. Sta 167+00) | 1 | EACH | 7,500.00 | 7,500.00 |
| 0106 | 202-02-00010 | Removal of Large Slab (Approx. 525' Lt. Sta 208+00) | 3 | EACH | 2,000.00 | 6,000.00 |
| SUBTOTAL GENERAL | 26,228,636 | |||||
| Alternate AA1 | ||||||
| 0095 | 502-01-00100 | Superpave Asphaltic Concrete | 94,730.7 | TON | 0.00 | 0.00 |
| 0096 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 864.2 | TON | 0.00 | 0.00 |
| 0097 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 6.262 | MILE | 0.00 | 0.00 |
| 0098 | NS-724-00002 | Rumble Strips (Shoulder Ground-In) | 11.9 | MILE | 0.00 | 0.00 |
| SUBTOTAL ALT AA1 | 00 | |||||
| Alternate AA2 | ||||||
| 0099 | 502-01-00100 | Superpave Asphaltic Concrete | 3,171.8 | TON | 90.00 | 285,462.00 |
| 0100 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 189.6 | TON | 100.00 | 18,960.00 |
| 0101 | 601-01-00700 | Portland Cement Concrete Pavement (11" Thick) | 115,125.9 | SQYD | 34.00 | 3,914,280.60 |
| 0102 | 601-04-00100 | Portland Cement Concrete Pavement Coring | 250 | EACH | 100.00 | 25,000.00 |
| 0103 | 732-03-03000 | Plastic Pavement Striping (Broken Line) (4" Width) (Preformed Tape) (Retroreflectivity Level I) | 6.262 | MILE | 4,500.00 | 28,179.00 |
| 0104 | NS-DEV-60302 | NS Roller Compacted Concrete (RCC) Pavement (8" Thick) | 51,324.1 | SQYD | 28.00 | 1,437,074.80 |
| SUBTOTAL ALT AA2 | 5,708,956.40 | |||||
| ITEM TOTAL (CONSTRUCTION BID) | 31,937,592.89 | |||||
| NUMBER OF DAYS BID AT $1000 PER DAY. | 550,000.00 | |||||
| LIFE CYCLE COST | 780,900.00 | |||||
| TOTAL BID | 33,268,492.89 | |||||