| |||
| DBE GOAL FED | |||
| Lead Project: 251-02-0034 | |||
| Parish: W FELICIANA | |||
| Routes: LA 66 | |||
| Description: LA 66 BRIDGES | |||
| Type Const:
grading, drainage structures, class ii base course, lime treatment, superpave asphaltic concrete pavement, concrete slab span and girder span bridges, and related work. | |||
| Estimated Construction Cost: $24,459,969.30 | |||
| Maximum Number of Days Allowed for Construction: 900 | |||
| Calculated Daily User Cost: $1,000.00 | |||
| Rank | License | Bidder | Construction Bid | Bidder's Proposed Contract Time | Total Bid |
|---|---|---|---|---|---|
| 1 | 42076 | AUSTIN BRIDGE & ROAD, LP | $20,130,676.23 | 900 | $21,030,676.23 |
| 2 | 39462 | DENTON-JAMES LLC | $22,259,613.90 | 900 | $23,159,613.90 |
| 3 | 34567 | JAMES CONSTRUCTION GROUP LLC | $22,389,135.23 | 900 | $23,289,135.23 |
| 4 | 09476 | KEY CONSTRUCTORS, INC. | $22,483,678.95 | 900 | $23,383,678.95 |
| 5 | 00481 | COASTAL BRIDGE CO., L.L.C. | $23,012,488.00 | 870 | $23,882,488.00 |
| 6 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $23,118,371.84 | 875 | $23,993,371.84 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - AUSTIN BRIDGE & ROAD, LP |
- 2 - DENTON-JAMES LLC |
- 3 - JAMES CONSTRUCTION GROUP LLC |
- 4 - KEY CONSTRUCTORS, INC. |
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing & grubbing | lump | LUMP | 1,094,220.00 | 1,094,220.00 | 900,000.00 | 900,000.00 | 900,000.00 | 900,000.00 | 300,000.00 | 300,000.00 |
| 202-01 | removal of structures and obstructions | lump | LUMP | 50,000.00 | 50,000.00 | 100,000.00 | 100,000.00 | 70,000.00 | 70,000.00 | 50,000.00 | 50,000.00 |
| 202-02-A-01 | removal of bridges (sta. 109+00; 28'x 152') | 1 | EACH | 60,000.00 | 60,000.00 | 350,000.00 | 350,000.00 | 37,000.00 | 37,000.00 | 40,000.00 | 40,000.00 |
| 202-02-A-02 | removal of bridges (sta. 205+99.40; 28'x 190') | 1 | EACH | 70,000.00 | 70,000.00 | 350,000.00 | 350,000.00 | 18,500.00 | 18,500.00 | 50,000.00 | 50,000.00 |
| 202-02-A-03 | removal of bridges (sta. 309+00.00; 28'x 76') | 1 | EACH | 50,000.00 | 50,000.00 | 350,000.00 | 350,000.00 | 18,500.00 | 18,500.00 | 20,000.00 | 20,000.00 |
| 202-02-A-04 | removal of bridges (sta. 608+14.00; 27.5'x 114') | 1 | EACH | 60,000.00 | 60,000.00 | 350,000.00 | 350,000.00 | 28,000.00 | 28,000.00 | 30,000.00 | 30,000.00 |
| 202-02-A-05 | removal of bridges (sta. 709+00.00; 27.5'x 114') | 1 | EACH | 60,000.00 | 60,000.00 | 350,000.00 | 350,000.00 | 28,000.00 | 28,000.00 | 30,000.00 | 30,000.00 |
| 202-02-A-06 | removal of bridges (sta. 807+92.00; 24.3'x 57') | 1 | EACH | 50,000.00 | 50,000.00 | 350,000.00 | 350,000.00 | 14,000.00 | 14,000.00 | 15,000.00 | 15,000.00 |
| 202-02-G | removal of surfacing & stabilized base | 13,729.6 | SQYD | 12.00 | 164,755.20 | 7.00 | 96,107.20 | 3.80 | 52,172.48 | 6.75 | 92,674.80 |
| 203-01 | general excavation | 63,387 | CUYD | 14.00 | 887,418.00 | 11.00 | 697,257.00 | 4.80 | 304,257.60 | 9.50 | 602,176.50 |
| 203-02 | drainage excavation | 80,340 | CUYD | 17.00 | 1,365,780.00 | 10.00 | 803,400.00 | 15.00 | 1,205,100.00 | 10.30 | 827,502.00 |
| 203-03 | embankment | 22,583 | CUYD | 12.00 | 270,996.00 | 22.00 | 496,826.00 | 15.00 | 338,745.00 | 13.00 | 293,579.00 |
| 204-02 | temporary hay or straw bales | 35 | EACH | 12.50 | 437.50 | 20.00 | 700.00 | 19.00 | 665.00 | 12.00 | 420.00 |
| 204-03 | temporary slope drains | 1,500 | LNFT | 16.00 | 24,000.00 | 25.00 | 37,500.00 | 13.00 | 19,500.00 | 16.00 | 24,000.00 |
| 204-05-A | temporary sediment check dams (hay) | 882 | EACH | 95.00 | 83,790.00 | 100.00 | 88,200.00 | 120.00 | 105,840.00 | 100.00 | 88,200.00 |
| 204-05-B | temporary sediment check dams (stone) | 16 | EACH | 550.00 | 8,800.00 | 1,000.00 | 16,000.00 | 500.00 | 8,000.00 | 750.00 | 12,000.00 |
| 204-06 | temporary silt fencing | 14,788 | LNFT | 1.25 | 18,485.00 | 2.00 | 29,576.00 | 2.30 | 34,012.40 | 2.75 | 40,667.00 |
| 302-02-B | class ii base course (6" thick) | 2,517.7 | SQYD | 18.00 | 45,318.60 | 35.00 | 88,119.50 | 17.00 | 42,800.90 | 30.00 | 75,531.00 |
| 302-02-F | class ii base course (12" thick) | 14,168.2 | SQYD | 33.00 | 467,550.60 | 45.00 | 637,569.00 | 33.00 | 467,550.60 | 50.00 | 708,410.00 |
| 304-01 | lime | 200.83 | TON | 130.00 | 26,107.90 | 170.00 | 34,141.10 | 210.00 | 42,174.30 | 160.00 | 32,132.80 |
| 304-04-D | lime treatment (type d) (12" thick) | 14,168 | SQYD | 4.00 | 56,672.00 | 6.00 | 85,008.00 | 2.25 | 31,878.00 | 10.00 | 141,680.00 |
| 305-01-D | subgrade layer (12" thick) | 13,749 | SQYD | 9.00 | 123,741.00 | 15.00 | 206,235.00 | 14.00 | 192,486.00 | 20.00 | 274,980.00 |
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
337 | CUYD | 120.00 | 40,440.00 | 120.00 | 40,440.00 | 70.00 | 23,590.00 | 120.00 | 40,440.00 |
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 100.0 | CUYD | 140.00 | 14,000.00 | 100.00 | 10,000.00 | 130.00 | 13,000.00 | 135.00 | 13,500.00 |
| 502-01 | superpave asphaltic concrete | 3,219.4 | TON | 150.00 | 482,910.00 | 240.00 | 772,656.00 | 215.00 | 692,171.00 | 175.00 | 563,395.00 |
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
54.2 | TON | 450.00 | 24,390.00 | 500.00 | 27,100.00 | 350.00 | 18,970.00 | 300.00 | 16,260.00 |
| 701-01-K | cross drain pipe (30" rcp/pcp) | 100 | LNFT | 113.62 | 11,362.00 | 100.00 | 10,000.00 | 95.00 | 9,500.00 | 115.00 | 11,500.00 |
| 701-03-G | storm drain pipe (18" rcp/pcp) | 194 | LNFT | 83.11 | 16,123.34 | 75.00 | 14,550.00 | 55.00 | 10,670.00 | 85.00 | 16,490.00 |
| 701-03-I | storm drain pipe (24" rcp/pcp) | 80 | LNFT | 96.15 | 7,692.00 | 80.00 | 6,400.00 | 75.00 | 6,000.00 | 100.00 | 8,000.00 |
| 701-03-K | storm drain pipe (30" rcp/pcp) | 20 | LNFT | 125.31 | 2,506.20 | 140.00 | 2,800.00 | 110.00 | 2,200.00 | 125.00 | 2,500.00 |
| 701-05-I | side drain pipe (24") | 306 | LNFT | 54.45 | 16,661.70 | 80.00 | 24,480.00 | 70.00 | 21,420.00 | 55.00 | 16,830.00 |
| 701-05-I-01 | side drain pipe (24") (erosion) | 138 | LNFT | 61.35 | 8,466.30 | 100.00 | 13,800.00 | 70.00 | 9,660.00 | 65.00 | 8,970.00 |
| 701-05-K | side drain pipe (30") | 24 | LNFT | 95.00 | 2,280.00 | 110.00 | 2,640.00 | 95.00 | 2,280.00 | 95.00 | 2,280.00 |
| 701-05-K-01 | side drain pipe (30") (erosion) | 36 | LNFT | 105.00 | 3,780.00 | 110.00 | 3,960.00 | 100.00 | 3,600.00 | 105.00 | 3,780.00 |
| 701-06-B | side drain pipe arch (18" equiv.) | 38 | LNFT | 55.00 | 2,090.00 | 90.00 | 3,420.00 | 80.00 | 3,040.00 | 55.00 | 2,090.00 |
| 701-06-E-01 | side drain pipe arch (30" equiv.) (erosion) | 72 | LNFT | 160.00 | 11,520.00 | 100.00 | 7,200.00 | 115.00 | 8,280.00 | 160.00 | 11,520.00 |
| 701-06-F-01 | side drain pipe arch (36" equiv.) (erosion) | 156 | LNFT | 189.05 | 29,491.80 | 140.00 | 21,840.00 | 150.00 | 23,400.00 | 170.00 | 26,520.00 |
| 701-06-I-01 | side drain pipe arch (54" equiv.) (erosion) | 120 | LNFT | 322.83 | 38,739.60 | 220.00 | 26,400.00 | 255.00 | 30,600.00 | 290.00 | 34,800.00 |
| 701-11-H | reinforced concrete pipe arch (extension)(48" equiv.) | 4 | LNFT | 1,185.61 | 4,742.44 | 600.00 | 2,400.00 | 330.00 | 1,320.00 | 500.00 | 2,000.00 |
| 702-03-A | catch basins (cb-01) | 4 | EACH | 2,000.00 | 8,000.00 | 3,000.00 | 12,000.00 | 4,800.00 | 19,200.00 | 2,000.00 | 8,000.00 |
| 702-03-B | catch basins (cb-02) | 1 | EACH | 3,500.00 | 3,500.00 | 4,500.00 | 4,500.00 | 6,300.00 | 6,300.00 | 3,500.00 | 3,500.00 |
| 702-08-A | side drain safety end (type 1) | 4 | EACH | 2,300.00 | 9,200.00 | 2,500.00 | 10,000.00 | 2,100.00 | 8,400.00 | 2,300.00 | 9,200.00 |
| 704-03 | blocked out guard rail | 1,264.9 | LNFT | 21.00 | 26,562.90 | 22.00 | 27,827.80 | 21.00 | 26,562.90 | 22.00 | 27,827.80 |
| 704-08-B | guard rail transitions (double thrie beam) | 600.0 | LNFT | 55.00 | 33,000.00 | 70.00 | 42,000.00 | 55.00 | 33,000.00 | 58.00 | 34,800.00 |
| 704-11-A | guard rail end treatment (flared) | 23 | EACH | 2,000.00 | 46,000.00 | 2,200.00 | 50,600.00 | 2,000.00 | 46,000.00 | 2,050.00 | 47,150.00 |
| 706-03-A | incidental concrete paving (4" thick) | 60.0 | SQYD | 221.17 | 13,270.20 | 110.00 | 6,600.00 | 150.00 | 9,000.00 | 130.00 | 7,800.00 |
| 708-01 | right-of-way monument | 87 | EACH | 120.00 | 10,440.00 | 200.00 | 17,400.00 | 215.00 | 18,705.00 | 300.00 | 26,100.00 |
| 708-02 | right-of-way monument witness post | 87 | EACH | 120.00 | 10,440.00 | 200.00 | 17,400.00 | 80.00 | 6,960.00 | 300.00 | 26,100.00 |
| 711-01-C | riprap (30 lb, 6"thick) | 271 | SQYD | 83.00 | 22,493.00 | 90.00 | 24,390.00 | 90.00 | 24,390.00 | 100.00 | 27,100.00 |
| 711-01-D | riprap (55 lb, 24"thick) | 13,100 | SQYD | 71.93 | 942,283.00 | 75.00 | 982,500.00 | 70.00 | 917,000.00 | 75.00 | 982,500.00 |
| 713-01 | temporary signs & barricades | lump | LUMP | 75,900.00 | 75,900.00 | 360,000.00 | 360,000.00 | 85,000.00 | 85,000.00 | 150,000.00 | 150,000.00 |
| 713-04-A | temporary pavement markings (solid line)(4" width) | 6.766 | MILE | 600.35 | 4,061.97 | 600.00 | 4,059.60 | 600.00 | 4,059.60 | 500.00 | 3,383.00 |
| 713-07 | temporary precast concrete barrier (contractor furnished) |
1,560 | EACH | 939.64 | 1,465,838.40 | 200.00 | 312,000.00 | 1,300.00 | 2,028,000.00 | 1,000.00 | 1,560,000.00 |
| 713-08 | temporary precast concrete barrier (department furnished) |
500 | EACH | 459.80 | 229,900.00 | 300.00 | 150,000.00 | 300.00 | 150,000.00 | 300.00 | 150,000.00 |
| 716-01-A | mulch (vegetative) | 0.5 | TON | 950.00 | 475.00 | 1,000.00 | 500.00 | 950.00 | 475.00 | 900.00 | 450.00 |
| 717-01 | seeding | 889 | LB | 10.00 | 8,890.00 | 12.00 | 10,668.00 | 10.00 | 8,890.00 | 7.00 | 6,223.00 |
| 718-01 | fertilizer | 20,734 | LB | 0.55 | 11,403.70 | 0.60 | 12,440.40 | 0.55 | 11,403.70 | 0.55 | 11,403.70 |
| 720-01-A | erosion control system, slope protection (type a) | 2,123 | SQYD | 1.35 | 2,866.05 | 1.50 | 3,184.50 | 1.35 | 2,866.05 | 1.05 | 2,229.15 |
| 720-01-C | erosion control system, flexible channel liner (type c) | 502 | SQYD | 1.35 | 677.70 | 1.50 | 753.00 | 1.35 | 677.70 | 2.95 | 1,480.90 |
| 720-01-D | erosion control system, flexible channel liner (type d) | 5,689 | SQYD | 1.35 | 7,680.15 | 1.50 | 8,533.50 | 1.35 | 7,680.15 | 2.95 | 16,782.55 |
| 720-01-E | erosion control system, flexible channel liner (type e) | 2,639 | SQYD | 2.10 | 5,541.90 | 2.40 | 6,333.60 | 2.10 | 5,541.90 | 3.15 | 8,312.85 |
| 720-01-F | erosion control system, flexible channel liner (type f) | 966 | SQYD | 2.10 | 2,028.60 | 2.40 | 2,318.40 | 2.10 | 2,028.60 | 3.15 | 3,042.90 |
| 722-01 | project site laboratory | 3 | EACH | 19,764.00 | 59,292.00 | 20,000.00 | 60,000.00 | 25,000.00 | 75,000.00 | 30,000.00 | 90,000.00 |
| 725-01 | temporary detour roads | 15,574.9 | SQYD | 72.79 | 1,133,696.97 | 50.00 | 778,745.00 | 55.00 | 856,619.50 | 100.00 | 1,557,490.00 |
| 726-01 | bedding material | 99.7 | CUYD | 54.16 | 5,399.75 | 120.00 | 11,964.00 | 75.00 | 7,477.50 | 110.00 | 10,967.00 |
| 727-01 | mobilization | lump | LUMP | 2,000,000.00 | 2,000,000.00 | 2,100,000.00 | 2,100,000.00 | 2,200,000.00 | 2,200,000.00 | 2,080,000.00 | 2,080,000.00 |
| 729-16-C | object marker assembly (type 3) | 24 | EACH | 75.00 | 1,800.00 | 80.00 | 1,920.00 | 75.00 | 1,800.00 | 85.00 | 2,040.00 |
| 731-01 | nonreflectorized raised pavement markers | 454 | EACH | 10.00 | 4,540.00 | 11.00 | 4,994.00 | 10.00 | 4,540.00 | 10.50 | 4,767.00 |
| 731-02 | reflectorized raised pavement markers | 234 | EACH | 4.50 | 1,053.00 | 5.50 | 1,287.00 | 4.50 | 1,053.00 | 5.10 | 1,193.40 |
| 732-02-A | plastic pavement striping (solid line) (4" width) | 6.940 | MILE | 2,500.00 | 17,350.00 | 2,500.00 | 17,350.00 | 2,500.00 | 17,350.00 | 2,390.00 | 16,586.60 |
| 740-01 | construction layout | lump | LUMP | 250,000.00 | 250,000.00 | 340,000.00 | 340,000.00 | 350,000.00 | 350,000.00 | 200,000.00 | 200,000.00 |
| 740-02 | utility oversight and coordination | lump | LUMP | 12,000.00 | 12,000.00 | 100,000.00 | 100,000.00 | 10,000.00 | 10,000.00 | 75,000.00 | 75,000.00 |
| 803-03 | steel sheet pile wall | 1,500 | SQFT | 15.00 | 22,500.00 | 60.00 | 90,000.00 | 50.00 | 75,000.00 | 60.00 | 90,000.00 |
| 804-01-C | precast concrete piles (16") | 3,248 | LNFT | 55.00 | 178,640.00 | 90.00 | 292,320.00 | 94.00 | 305,312.00 | 75.00 | 243,600.00 |
| 804-01-D | precast concrete piles (18") | 8,634 | LNFT | 65.00 | 561,210.00 | 100.00 | 863,400.00 | 92.00 | 794,328.00 | 100.00 | 863,400.00 |
| 804-01-F | precast concrete piles (24") | 8,470 | LNFT | 70.00 | 592,900.00 | 140.00 | 1,185,800.00 | 135.00 | 1,143,450.00 | 170.00 | 1,439,900.00 |
| 804-05 | precast concrete test piles | 5 | EACH | 20,000.00 | 100,000.00 | 30,000.00 | 150,000.00 | 70,000.00 | 350,000.00 | 20,000.00 | 100,000.00 |
| 804-09 | loading test piles | 5 | EACH | 23,000.00 | 115,000.00 | 20,000.00 | 100,000.00 | 20,000.00 | 100,000.00 | 15,000.00 | 75,000.00 |
| 804-10 | reloading test piles | 5 | EACH | 5,000.00 | 25,000.00 | 1,000.00 | 5,000.00 | 5,500.00 | 27,500.00 | 1,000.00 | 5,000.00 |
| 804-11 | redriving test piles | 5 | EACH | 5,000.00 | 25,000.00 | 1,000.00 | 5,000.00 | 2,000.00 | 10,000.00 | 1,000.00 | 5,000.00 |
| 805-01-C | class a concrete (retaining walls) | 31.52 | CUYD | 2,400.00 | 75,648.00 | 1,500.00 | 47,280.00 | 1,200.00 | 37,824.00 | 1,500.00 | 47,280.00 |
| 805-01-F | class a concrete (bents) | 869.94 | CUYD | 1,300.00 | 1,130,922.00 | 1,500.00 | 1,304,910.00 | 975.00 | 848,191.50 | 1,200.00 | 1,043,928.00 |
| 805-03 | class aa concrete | 2,308.09 | CUYD | 918.00 | 2,118,826.62 | 850.00 | 1,961,876.50 | 875.00 | 2,019,578.75 | 1,000.00 | 2,308,090.00 |
| 805-08-H | precast-prestressed concrete girders (type quad beam) | 7,742.0 | LNFT | 75.00 | 580,650.00 | 95.00 | 735,490.00 | 80.00 | 619,360.00 | 93.00 | 720,006.00 |
| 806-01 | deformed reinforcing steel | 695,242 | LB | 1.07 | 743,908.94 | 1.40 | 973,338.80 | 1.55 | 1,077,625.10 | 1.20 | 834,290.40 |
| 807-08 | structural metalwork | lump | LUMP | 46,500.00 | 46,500.00 | 100,000.00 | 100,000.00 | 80,000.00 | 80,000.00 | 75,000.00 | 75,000.00 |
| 810-01 | concrete railing (barrier) | 2,520.00 | LNFT | 110.00 | 277,200.00 | 75.00 | 189,000.00 | 65.00 | 163,800.00 | 70.00 | 176,400.00 |
| 813-01 | concrete approach slabs | 3,008.84 | SQYD | 180.00 | 541,591.20 | 250.00 | 752,210.00 | 300.00 | 902,652.00 | 265.00 | 797,342.60 |
| S-001 | temporary construction sheeting | 36,933 | SQFT | 16.00 | 590,928.00 | 15.00 | 553,995.00 | 50.00 | 1,846,650.00 | 48.00 | 1,772,784.00 |
| S-101 | special guard rail anchor section | 1 | EACH | 1,400.00 | 1,400.00 | 1,000.00 | 1,000.00 | 1,400.00 | 1,400.00 | 1,400.00 | 1,400.00 |
| S-102 | impact attenuators (construction zone) | 12 | EACH | 18,500.00 | 222,000.00 | 5,000.00 | 60,000.00 | 16,800.00 | 201,600.00 | 17,000.00 | 204,000.00 |
| ITEM TOTAL (CONSTRUCTION BID) | 20,130,676.23 | 22,259,613.90 | 22,389,135.23 | 22,483,678.95 | |||||||
| NUMBER OF DAYS BID AT $1,000 PER DAY. | 900,000.00 | 900,000.00 | 900,000.00 | 900,000.00 | |||||||
| TOTAL BID | 21,030,676.23 | 23,159,613.90 | 23,289,135.23 | 23,383,678.95 | |||||||
| Item Number | Item Description | Quantity | Unit of Measure | - 5 - COASTAL BRIDGE CO., L.L.C. |
- 6 - GILCHRIST CONSTRUCTION CO. LLC |
|
|
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing & grubbing | lump | LUMP | 800,000.00 | 800,000.00 | 600,000.00 | 600,000.00 | ||||
| 202-01 | removal of structures and obstructions | lump | LUMP | 50,000.00 | 50,000.00 | 45,000.00 | 45,000.00 | ||||
| 202-02-A-01 | removal of bridges (sta. 109+00; 28'x 152') | 1 | EACH | 76,000.00 | 76,000.00 | 40,000.00 | 40,000.00 | ||||
| 202-02-A-02 | removal of bridges (sta. 205+99.40; 28'x 190') | 1 | EACH | 95,000.00 | 95,000.00 | 40,000.00 | 40,000.00 | ||||
| 202-02-A-03 | removal of bridges (sta. 309+00.00; 28'x 76') | 1 | EACH | 38,000.00 | 38,000.00 | 15,000.00 | 15,000.00 | ||||
| 202-02-A-04 | removal of bridges (sta. 608+14.00; 27.5'x 114') | 1 | EACH | 57,000.00 | 57,000.00 | 20,000.00 | 20,000.00 | ||||
| 202-02-A-05 | removal of bridges (sta. 709+00.00; 27.5'x 114') | 1 | EACH | 57,000.00 | 57,000.00 | 20,000.00 | 20,000.00 | ||||
| 202-02-A-06 | removal of bridges (sta. 807+92.00; 24.3'x 57') | 1 | EACH | 28,500.00 | 28,500.00 | 15,000.00 | 15,000.00 | ||||
| 202-02-G | removal of surfacing & stabilized base | 13,729.6 | SQYD | 7.00 | 96,107.20 | 6.25 | 85,810.00 | ||||
| 203-01 | general excavation | 63,387 | CUYD | 8.00 | 507,096.00 | 7.50 | 475,402.50 | ||||
| 203-02 | drainage excavation | 80,340 | CUYD | 10.50 | 843,570.00 | 8.75 | 702,975.00 | ||||
| 203-03 | embankment | 22,583 | CUYD | 17.85 | 403,106.55 | 12.00 | 270,996.00 | ||||
| 204-02 | temporary hay or straw bales | 35 | EACH | 15.00 | 525.00 | 15.00 | 525.00 | ||||
| 204-03 | temporary slope drains | 1,500 | LNFT | 15.00 | 22,500.00 | 35.00 | 52,500.00 | ||||
| 204-05-A | temporary sediment check dams (hay) | 882 | EACH | 127.00 | 112,014.00 | 120.00 | 105,840.00 | ||||
| 204-05-B | temporary sediment check dams (stone) | 16 | EACH | 550.00 | 8,800.00 | 840.00 | 13,440.00 | ||||
| 204-06 | temporary silt fencing | 14,788 | LNFT | 2.00 | 29,576.00 | 2.50 | 36,970.00 | ||||
| 302-02-B | class ii base course (6" thick) | 2,517.7 | SQYD | 36.00 | 90,637.20 | 24.00 | 60,424.80 | ||||
| 302-02-F | class ii base course (12" thick) | 14,168.2 | SQYD | 55.00 | 779,251.00 | 21.00 | 297,532.20 | ||||
| 304-01 | lime | 200.83 | TON | 145.00 | 29,120.35 | 200.00 | 40,166.00 | ||||
| 304-04-D | lime treatment (type d) (12" thick) | 14,168 | SQYD | 2.00 | 28,336.00 | 3.50 | 49,588.00 | ||||
| 305-01-D | subgrade layer (12" thick) | 13,749 | SQYD | 10.00 | 137,490.00 | 15.00 | 206,235.00 | ||||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
337 | CUYD | 120.00 | 40,440.00 | 75.00 | 25,275.00 | ||||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 100.0 | CUYD | 120.00 | 12,000.00 | 75.00 | 7,500.00 | ||||
| 502-01 | superpave asphaltic concrete | 3,219.4 | TON | 165.00 | 531,201.00 | 165.00 | 531,201.00 | ||||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
54.2 | TON | 165.00 | 8,943.00 | 275.00 | 14,905.00 | ||||
| 701-01-K | cross drain pipe (30" rcp/pcp) | 100 | LNFT | 112.00 | 11,200.00 | 230.00 | 23,000.00 | ||||
| 701-03-G | storm drain pipe (18" rcp/pcp) | 194 | LNFT | 86.50 | 16,781.00 | 145.00 | 28,130.00 | ||||
| 701-03-I | storm drain pipe (24" rcp/pcp) | 80 | LNFT | 95.00 | 7,600.00 | 135.00 | 10,800.00 | ||||
| 701-03-K | storm drain pipe (30" rcp/pcp) | 20 | LNFT | 115.00 | 2,300.00 | 260.00 | 5,200.00 | ||||
| 701-05-I | side drain pipe (24") | 306 | LNFT | 70.00 | 21,420.00 | 120.00 | 36,720.00 | ||||
| 701-05-I-01 | side drain pipe (24") (erosion) | 138 | LNFT | 70.00 | 9,660.00 | 130.00 | 17,940.00 | ||||
| 701-05-K | side drain pipe (30") | 24 | LNFT | 83.00 | 1,992.00 | 140.00 | 3,360.00 | ||||
| 701-05-K-01 | side drain pipe (30") (erosion) | 36 | LNFT | 83.00 | 2,988.00 | 140.00 | 5,040.00 | ||||
| 701-06-B | side drain pipe arch (18" equiv.) | 38 | LNFT | 110.00 | 4,180.00 | 115.00 | 4,370.00 | ||||
| 701-06-E-01 | side drain pipe arch (30" equiv.) (erosion) | 72 | LNFT | 112.00 | 8,064.00 | 120.00 | 8,640.00 | ||||
| 701-06-F-01 | side drain pipe arch (36" equiv.) (erosion) | 156 | LNFT | 145.00 | 22,620.00 | 150.00 | 23,400.00 | ||||
| 701-06-I-01 | side drain pipe arch (54" equiv.) (erosion) | 120 | LNFT | 215.00 | 25,800.00 | 290.00 | 34,800.00 | ||||
| 701-11-H | reinforced concrete pipe arch (extension)(48" equiv.) | 4 | LNFT | 500.00 | 2,000.00 | 500.00 | 2,000.00 | ||||
| 702-03-A | catch basins (cb-01) | 4 | EACH | 3,500.00 | 14,000.00 | 3,000.00 | 12,000.00 | ||||
| 702-03-B | catch basins (cb-02) | 1 | EACH | 6,000.00 | 6,000.00 | 5,000.00 | 5,000.00 | ||||
| 702-08-A | side drain safety end (type 1) | 4 | EACH | 3,500.00 | 14,000.00 | 4,000.00 | 16,000.00 | ||||
| 704-03 | blocked out guard rail | 1,264.9 | LNFT | 24.50 | 30,990.05 | 35.00 | 44,271.50 | ||||
| 704-08-B | guard rail transitions (double thrie beam) | 600.0 | LNFT | 70.00 | 42,000.00 | 70.00 | 42,000.00 | ||||
| 704-11-A | guard rail end treatment (flared) | 23 | EACH | 2,400.00 | 55,200.00 | 2,500.00 | 57,500.00 | ||||
| 706-03-A | incidental concrete paving (4" thick) | 60.0 | SQYD | 75.00 | 4,500.00 | 130.00 | 7,800.00 | ||||
| 708-01 | right-of-way monument | 87 | EACH | 200.00 | 17,400.00 | 375.00 | 32,625.00 | ||||
| 708-02 | right-of-way monument witness post | 87 | EACH | 200.00 | 17,400.00 | 375.00 | 32,625.00 | ||||
| 711-01-C | riprap (30 lb, 6"thick) | 271 | SQYD | 85.00 | 23,035.00 | 45.00 | 12,195.00 | ||||
| 711-01-D | riprap (55 lb, 24"thick) | 13,100 | SQYD | 85.00 | 1,113,500.00 | 85.00 | 1,113,500.00 | ||||
| 713-01 | temporary signs & barricades | lump | LUMP | 445,000.00 | 445,000.00 | 400,000.00 | 400,000.00 | ||||
| 713-04-A | temporary pavement markings (solid line)(4" width) | 6.766 | MILE | 2,000.00 | 13,532.00 | 690.00 | 4,668.54 | ||||
| 713-07 | temporary precast concrete barrier (contractor furnished) |
1,560 | EACH | 300.00 | 468,000.00 | 980.00 | 1,528,800.00 | ||||
| 713-08 | temporary precast concrete barrier (department furnished) |
500 | EACH | 100.00 | 50,000.00 | 325.00 | 162,500.00 | ||||
| 716-01-A | mulch (vegetative) | 0.5 | TON | 2,000.00 | 1,000.00 | 1,800.00 | 900.00 | ||||
| 717-01 | seeding | 889 | LB | 11.50 | 10,223.50 | 13.00 | 11,557.00 | ||||
| 718-01 | fertilizer | 20,734 | LB | 0.60 | 12,440.40 | 0.75 | 15,550.50 | ||||
| 720-01-A | erosion control system, slope protection (type a) | 2,123 | SQYD | 1.55 | 3,290.65 | 1.60 | 3,396.80 | ||||
| 720-01-C | erosion control system, flexible channel liner (type c) | 502 | SQYD | 2.10 | 1,054.20 | 2.20 | 1,104.40 | ||||
| 720-01-D | erosion control system, flexible channel liner (type d) | 5,689 | SQYD | 2.10 | 11,946.90 | 2.20 | 12,515.80 | ||||
| 720-01-E | erosion control system, flexible channel liner (type e) | 2,639 | SQYD | 2.60 | 6,861.40 | 2.90 | 7,653.10 | ||||
| 720-01-F | erosion control system, flexible channel liner (type f) | 966 | SQYD | 2.60 | 2,511.60 | 2.90 | 2,801.40 | ||||
| 722-01 | project site laboratory | 3 | EACH | 5,000.00 | 15,000.00 | 65,000.00 | 195,000.00 | ||||
| 725-01 | temporary detour roads | 15,574.9 | SQYD | 100.00 | 1,557,490.00 | 90.00 | 1,401,741.00 | ||||
| 726-01 | bedding material | 99.7 | CUYD | 120.00 | 11,964.00 | 125.00 | 12,462.50 | ||||
| 727-01 | mobilization | lump | LUMP | 2,250,000.00 | 2,250,000.00 | 2,300,000.00 | 2,300,000.00 | ||||
| 729-16-C | object marker assembly (type 3) | 24 | EACH | 100.00 | 2,400.00 | 90.00 | 2,160.00 | ||||
| 731-01 | nonreflectorized raised pavement markers | 454 | EACH | 14.50 | 6,583.00 | 15.00 | 6,810.00 | ||||
| 731-02 | reflectorized raised pavement markers | 234 | EACH | 8.00 | 1,872.00 | 7.00 | 1,638.00 | ||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 6.940 | MILE | 4,000.00 | 27,760.00 | 3,500.00 | 24,290.00 | ||||
| 740-01 | construction layout | lump | LUMP | 275,000.00 | 275,000.00 | 400,000.00 | 400,000.00 | ||||
| 740-02 | utility oversight and coordination | lump | LUMP | 180,000.00 | 180,000.00 | 25,000.00 | 25,000.00 | ||||
| 803-03 | steel sheet pile wall | 1,500 | SQFT | 55.00 | 82,500.00 | 55.00 | 82,500.00 | ||||
| 804-01-C | precast concrete piles (16") | 3,248 | LNFT | 80.00 | 259,840.00 | 70.00 | 227,360.00 | ||||
| 804-01-D | precast concrete piles (18") | 8,634 | LNFT | 110.00 | 949,740.00 | 74.00 | 638,916.00 | ||||
| 804-01-F | precast concrete piles (24") | 8,470 | LNFT | 140.00 | 1,185,800.00 | 120.00 | 1,016,400.00 | ||||
| 804-05 | precast concrete test piles | 5 | EACH | 30,000.00 | 150,000.00 | 35,000.00 | 175,000.00 | ||||
| 804-09 | loading test piles | 5 | EACH | 10,000.00 | 50,000.00 | 25,000.00 | 125,000.00 | ||||
| 804-10 | reloading test piles | 5 | EACH | 1,000.00 | 5,000.00 | 5,000.00 | 25,000.00 | ||||
| 804-11 | redriving test piles | 5 | EACH | 1,000.00 | 5,000.00 | 5,000.00 | 25,000.00 | ||||
| 805-01-C | class a concrete (retaining walls) | 31.52 | CUYD | 1,550.00 | 48,856.00 | 1,800.00 | 56,736.00 | ||||
| 805-01-F | class a concrete (bents) | 869.94 | CUYD | 1,550.00 | 1,348,407.00 | 1,700.00 | 1,478,898.00 | ||||
| 805-03 | class aa concrete | 2,308.09 | CUYD | 1,100.00 | 2,538,899.00 | 1,500.00 | 3,462,135.00 | ||||
| 805-08-H | precast-prestressed concrete girders (type quad beam) | 7,742.0 | LNFT | 120.00 | 929,040.00 | 100.00 | 774,200.00 | ||||
| 806-01 | deformed reinforcing steel | 695,242 | LB | 1.50 | 1,042,863.00 | 1.10 | 764,766.20 | ||||
| 807-08 | structural metalwork | lump | LUMP | 75,000.00 | 75,000.00 | 80,000.00 | 80,000.00 | ||||
| 810-01 | concrete railing (barrier) | 2,520.00 | LNFT | 62.00 | 156,240.00 | 80.00 | 201,600.00 | ||||
| 813-01 | concrete approach slabs | 3,008.84 | SQYD | 250.00 | 752,210.00 | 315.00 | 947,784.60 | ||||
| S-001 | temporary construction sheeting | 36,933 | SQFT | 40.00 | 1,477,320.00 | 25.00 | 923,325.00 | ||||
| S-101 | special guard rail anchor section | 1 | EACH | 5,000.00 | 5,000.00 | 2,000.00 | 2,000.00 | ||||
| S-102 | impact attenuators (construction zone) | 12 | EACH | 20,000.00 | 240,000.00 | 20,000.00 | 240,000.00 | ||||
| ITEM TOTAL (CONSTRUCTION BID) | 23,012,488.00 | 23,118,371.84 | |||||||||
| NUMBER OF DAYS BID AT $1,000 PER DAY. | 870,000.00 | 875,000.00 | |||||||||
| TOTAL BID | 23,882,488.00 | 23,993,371.84 | |||||||||