| |||
| DBE GOAL FED | |||
| Lead Project: 380-03-0013 | |||
| Parish: ST LANDRY | |||
| Routes: LA 103 | |||
| Description: BAYOU COURTABLEAU BRIDGE | |||
| Type Const:
grading, drainage structures, class ii base course, superpave asphaltic conc. pavement, lime treatment, precast prestressed conc. grider spans bridge, and related work. | |||
| Estimated Construction Cost: $3,176,487.35 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $3,452,190.44 |
| 2 | 09476 | KEY CONSTRUCTORS, INC. | $3,998,244.26 |
| 3 | 34567 | JAMES CONSTRUCTION GROUP LLC | $4,082,268.73 |
| 4 | 02179 | BOH BROS. CONSTRUCTION CO., LLC. | $4,524,431.33 |
| 5 | 01012 | CECIL D. GASSIOTT LLC | $4,611,617.80 |
| 6 | 09090 | GUINN BROTHERS, LLC. | $4,718,056.05 |
| 7 | 00060 | F. MILLER CONSTRUCTION LLC | $4,826,802.00 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - GILCHRIST CONSTRUCTION CO. LLC |
- 2 - KEY CONSTRUCTORS, INC. |
- 3 - JAMES CONSTRUCTION GROUP LLC |
- 4 - BOH BROS. 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 | 50,000.00 | 50,000.00 | 85,000.00 | 85,000.00 | 200,000.00 | 200,000.00 | 67,700.00 | 67,700.00 |
| 202-01 | removal of structures & obstructions | lump | LUMP | 10,000.00 | 10,000.00 | 30,000.00 | 30,000.00 | 20,500.00 | 20,500.00 | 9,100.00 | 9,100.00 |
| 202-02-A-01 | removal of bridges (sta. 111+62; 25' x 225' timber trestle bridge) |
1 | EACH | 60,000.00 | 60,000.00 | 30,000.00 | 30,000.00 | 150,000.00 | 150,000.00 | 56,500.00 | 56,500.00 |
| 202-02-G | removal of surfacing & stabilized base | 3,923.6 | SQYD | 7.90 | 30,996.44 | 6.00 | 23,541.60 | 7.00 | 27,465.20 | 4.20 | 16,479.12 |
| 202-02-H | removal of guard rail | 618 | LNFT | 16.50 | 10,197.00 | 5.00 | 3,090.00 | 27.00 | 16,686.00 | 7.70 | 4,758.60 |
| 203-05 | excavation & embankment | lump | LUMP | 450,000.00 | 450,000.00 | 360,000.00 | 360,000.00 | 277,000.00 | 277,000.00 | 521,500.00 | 521,500.00 |
| 204-05-A | temporary sediment check dams (hay) | 20 | EACH | 200.00 | 4,000.00 | 185.00 | 3,700.00 | 150.00 | 3,000.00 | 310.00 | 6,200.00 |
| 204-06 | temporary silt fencing | 2,100 | LNFT | 2.00 | 4,200.00 | 3.25 | 6,825.00 | 3.00 | 6,300.00 | 2.55 | 5,355.00 |
| 302-02-D | class ii base course (8 1/2" thick) | 5,481.7 | SQYD | 24.00 | 131,560.80 | 24.00 | 131,560.80 | 35.00 | 191,859.50 | 26.00 | 142,524.20 |
| 304-01 | lime | 79.76 | TON | 185.00 | 14,755.60 | 200.00 | 15,952.00 | 165.00 | 13,160.40 | 166.00 | 13,240.16 |
| 304-04-D | lime treatment (type d) (12" thick) | 5,626 | SQYD | 2.50 | 14,065.00 | 3.50 | 19,691.00 | 5.25 | 29,536.50 | 2.20 | 12,377.20 |
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
280 | CUYD | 110.00 | 30,800.00 | 75.00 | 21,000.00 | 150.00 | 42,000.00 | 99.00 | 27,720.00 |
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 150.0 | CUYD | 100.00 | 15,000.00 | 85.00 | 12,750.00 | 200.00 | 30,000.00 | 107.00 | 16,050.00 |
| 502-01 | superpave asphaltic concrete | 1,063.0 | TON | 135.00 | 143,505.00 | 150.00 | 159,450.00 | 135.00 | 143,505.00 | 189.00 | 200,907.00 |
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
351.9 | TON | 180.00 | 63,342.00 | 200.00 | 70,380.00 | 180.00 | 63,342.00 | 241.00 | 84,807.90 |
| 701-01-G | cross drain pipe (18" rcp/pcp) | 67 | LNFT | 110.00 | 7,370.00 | 60.00 | 4,020.00 | 60.00 | 4,020.00 | 77.00 | 5,159.00 |
| 701-01-I | cross drain pipe (24" rcp/pcp) | 414 | LNFT | 115.00 | 47,610.00 | 65.00 | 26,910.00 | 70.00 | 28,980.00 | 91.00 | 37,674.00 |
| 701-01-K | cross drain pipe (30" rcp/pcp) | 73 | LNFT | 140.00 | 10,220.00 | 90.00 | 6,570.00 | 92.00 | 6,716.00 | 110.00 | 8,030.00 |
| 701-05-G | side drain pipe (18") | 98 | LNFT | 65.00 | 6,370.00 | 60.00 | 5,880.00 | 56.00 | 5,488.00 | 58.00 | 5,684.00 |
| 701-05-I | side drain pipe (24") | 128 | LNFT | 70.00 | 8,960.00 | 65.00 | 8,320.00 | 69.00 | 8,832.00 | 72.00 | 9,216.00 |
| 701-05-I-01 | side drain pipe (24")(erosion) | 58 | LNFT | 75.00 | 4,350.00 | 80.00 | 4,640.00 | 82.00 | 4,756.00 | 77.00 | 4,466.00 |
| 704-03 | blocked out guard rail | 200.0 | LNFT | 25.00 | 5,000.00 | 25.00 | 5,000.00 | 24.00 | 4,800.00 | 26.65 | 5,330.00 |
| 704-08-B | guard rail transitions (double thrie beam) | 100.0 | LNFT | 75.00 | 7,500.00 | 65.00 | 6,500.00 | 65.00 | 6,500.00 | 72.00 | 7,200.00 |
| 704-11-A | guard rail end treatment (flared) | 2 | EACH | 2,500.00 | 5,000.00 | 3,000.00 | 6,000.00 | 2,300.00 | 4,600.00 | 2,550.00 | 5,100.00 |
| 705-01 | barbed wire fence | 406 | LNFT | 8.00 | 3,248.00 | 8.00 | 3,248.00 | 5.75 | 2,334.50 | 8.90 | 3,613.40 |
| 705-02 | combination mesh & barbed wire fence | 952 | LNFT | 9.00 | 8,568.00 | 10.00 | 9,520.00 | 5.75 | 5,474.00 | 10.00 | 9,520.00 |
| 705-09 | rebuilt fence | 210 | LNFT | 17.00 | 3,570.00 | 110.00 | 23,100.00 | 17.00 | 3,570.00 | 16.65 | 3,496.50 |
| 708-01 | right-of-way monument | 24 | EACH | 400.00 | 9,600.00 | 250.00 | 6,000.00 | 400.00 | 9,600.00 | 510.00 | 12,240.00 |
| 708-02 | right-of-way monument witness post | 24 | EACH | 400.00 | 9,600.00 | 200.00 | 4,800.00 | 350.00 | 8,400.00 | 27.75 | 666.00 |
| 711-02-D | riprap (55 lb) | 286 | CUYD | 140.00 | 40,040.00 | 215.00 | 61,490.00 | 115.00 | 32,890.00 | 159.00 | 45,474.00 |
| 711-04 | geotextile fabric | 572 | SQYD | 3.00 | 1,716.00 | 2.00 | 1,144.00 | 2.50 | 1,430.00 | 2.40 | 1,372.80 |
| 713-01 | temporary signs & barricades | lump | LUMP | 35,000.00 | 35,000.00 | 20,000.00 | 20,000.00 | 10,000.00 | 10,000.00 | 19,950.00 | 19,950.00 |
| 716-01-A | mulch (vegetative) | 0.13 | ACRE | 3,400.00 | 442.00 | 2,300.00 | 299.00 | 10,000.00 | 1,300.00 | 5,900.00 | 767.00 |
| 717-01 | seeding | 118 | LB | 8.50 | 1,003.00 | 12.00 | 1,416.00 | 10.00 | 1,180.00 | 10.00 | 1,180.00 |
| 718-01 | fertilizer | 2,936 | LB | 0.55 | 1,614.80 | 0.75 | 2,202.00 | 0.45 | 1,321.20 | 0.40 | 1,174.40 |
| 720-01-A | erosion control system, slope protection (type a) | 1,124 | SQYD | 1.50 | 1,686.00 | 2.25 | 2,529.00 | 2.00 | 2,248.00 | 2.20 | 2,472.80 |
| 722-01 | project site laboratory | 1 | EACH | 25,000.00 | 25,000.00 | 15,000.00 | 15,000.00 | 10,000.00 | 10,000.00 | 14,250.00 | 14,250.00 |
| 726-01 | bedding material | 76.6 | CUYD | 100.00 | 7,660.00 | 100.00 | 7,660.00 | 110.00 | 8,426.00 | 87.00 | 6,664.20 |
| 727-01 | mobilization | lump | LUMP | 330,000.00 | 330,000.00 | 375,000.00 | 375,000.00 | 400,000.00 | 400,000.00 | 616,750.00 | 616,750.00 |
| 729-16-B | object marker assembly (type 2) | 2 | EACH | 60.00 | 120.00 | 80.00 | 160.00 | 50.00 | 100.00 | 84.00 | 168.00 |
| 729-16-C | object marker assembly (type 3) | 4 | EACH | 85.00 | 340.00 | 85.00 | 340.00 | 50.00 | 200.00 | 95.00 | 380.00 |
| 731-02 | reflectorized raised pavement markers | 46 | EACH | 6.50 | 299.00 | 5.10 | 234.60 | 5.10 | 234.60 | 22.20 | 1,021.20 |
| 732-02-A | plastic pavement striping (solid line) (4" width) | 1.364 | MILE | 3,400.00 | 4,637.60 | 2,650.00 | 3,614.60 | 2,700.00 | 3,682.80 | 5,550.00 | 7,570.20 |
| 732-03-A | plastic pavement striping (broken line) (4" width) | 0.059 | MILE | 1,000.00 | 59.00 | 790.00 | 46.61 | 670.00 | 39.53 | 1,110.00 | 65.49 |
| 735-01 | mailboxes | 1 | EACH | 12.00 | 12.00 | 100.00 | 100.00 | 10.00 | 10.00 | 83.00 | 83.00 |
| 735-02 | mailbox supports (single) | 1 | EACH | 145.00 | 145.00 | 200.00 | 200.00 | 150.00 | 150.00 | 110.00 | 110.00 |
| 740-01 | construction layout | lump | LUMP | 50,000.00 | 50,000.00 | 50,000.00 | 50,000.00 | 75,000.00 | 75,000.00 | 87,900.00 | 87,900.00 |
| 803-03 | steel sheet pile wall | 19,466 | SQFT | 38.00 | 739,708.00 | 52.00 | 1,012,232.00 | 60.00 | 1,167,960.00 | 47.10 | 916,848.60 |
| 804-01-F | precast concrete piles (24") | 2,660 | LNFT | 110.00 | 292,600.00 | 155.00 | 412,300.00 | 110.00 | 292,600.00 | 195.50 | 520,030.00 |
| 804-05 | precast concrete test piles | 1 | EACH | 25,000.00 | 25,000.00 | 35,000.00 | 35,000.00 | 80,000.00 | 80,000.00 | 17,000.00 | 17,000.00 |
| 804-09 | loading test piles | 1 | EACH | 10,000.00 | 10,000.00 | 20,000.00 | 20,000.00 | 2,500.00 | 2,500.00 | 25,000.00 | 25,000.00 |
| 804-10 | reloading test piles | 1 | EACH | 1,500.00 | 1,500.00 | 2,000.00 | 2,000.00 | 2,500.00 | 2,500.00 | 500.00 | 500.00 |
| 804-11 | redriving test piles | 1 | EACH | 1,500.00 | 1,500.00 | 2,000.00 | 2,000.00 | 2,500.00 | 2,500.00 | 750.00 | 750.00 |
| 804-12 | loading permanent piles | 1 | EACH | 1,500.00 | 1,500.00 | 10,000.00 | 10,000.00 | 1,500.00 | 1,500.00 | 25,300.00 | 25,300.00 |
| 804-17 | dynamic monitoring | 3 | EACH | 800.00 | 2,400.00 | 2,500.00 | 7,500.00 | 1,500.00 | 4,500.00 | 5,950.00 | 17,850.00 |
| 805-01-F | class a concrete (bents) | 97.63 | CUYD | 800.00 | 78,104.00 | 1,200.00 | 117,156.00 | 1,000.00 | 97,630.00 | 2,075.00 | 202,582.25 |
| 805-03 | class aa concrete | 247.94 | CUYD | 950.00 | 235,543.00 | 900.00 | 223,146.00 | 775.00 | 192,153.50 | 995.00 | 246,700.30 |
| 805-08-H | precast-prestressed concrete girders (type quad beam) | 1,896.0 | LNFT | 75.00 | 142,200.00 | 120.00 | 227,520.00 | 80.00 | 151,680.00 | 87.00 | 164,952.00 |
| 805-11 | strip seal joints | 80.00 | LNFT | 200.00 | 16,000.00 | 200.00 | 16,000.00 | 125.00 | 10,000.00 | 200.00 | 16,000.00 |
| 806-01 | deformed reinforcing steel | 83,035 | LB | 1.20 | 99,642.00 | 1.35 | 112,097.25 | 1.00 | 83,035.00 | 1.47 | 122,061.45 |
| 807-08 | structural metalwork | lump | LUMP | 12,000.00 | 12,000.00 | 15,000.00 | 15,000.00 | 10,000.00 | 10,000.00 | 10,270.00 | 10,270.00 |
| 810-01 | concrete railing (barrier) | 480.00 | LNFT | 65.00 | 31,200.00 | 85.00 | 40,800.00 | 55.00 | 26,400.00 | 76.50 | 36,720.00 |
| 813-01 | concrete approach slabs | 363.88 | SQYD | 240.00 | 87,331.20 | 260.00 | 94,608.80 | 225.00 | 81,873.00 | 237.00 | 86,239.56 |
| S-101 | special anchor section | 2 | EACH | 400.00 | 800.00 | 5,000.00 | 10,000.00 | 350.00 | 700.00 | 1,330.00 | 2,660.00 |
| S-102 | dynamic analysis | 3 | EACH | 2,000.00 | 6,000.00 | 2,000.00 | 6,000.00 | 2,700.00 | 8,100.00 | 1,000.00 | 3,000.00 |
| CONTRACTOR TOTAL | 3,452,190.44 | 3,998,244.26 | 4,082,268.73 | 4,524,431.33 | |||||||
| Item Number | Item Description | Quantity | Unit of Measure | - 5 - CECIL D. GASSIOTT LLC |
- 6 - GUINN BROTHERS, LLC. |
- 7 - F. MILLER CONSTRUCTION LLC |
|
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing & grubbing | lump | LUMP | 50,000.00 | 50,000.00 | 50,000.00 | 50,000.00 | 96,000.00 | 96,000.00 | ||
| 202-01 | removal of structures & obstructions | lump | LUMP | 15,000.00 | 15,000.00 | 10,000.00 | 10,000.00 | 1,500.00 | 1,500.00 | ||
| 202-02-A-01 | removal of bridges (sta. 111+62; 25' x 225' timber trestle bridge) |
1 | EACH | 100,000.00 | 100,000.00 | 85,000.00 | 85,000.00 | 150,000.00 | 150,000.00 | ||
| 202-02-G | removal of surfacing & stabilized base | 3,923.6 | SQYD | 5.00 | 19,618.00 | 8.00 | 31,388.80 | 5.00 | 19,618.00 | ||
| 202-02-H | removal of guard rail | 618 | LNFT | 10.00 | 6,180.00 | 10.00 | 6,180.00 | 3.00 | 1,854.00 | ||
| 203-05 | excavation & embankment | lump | LUMP | 25,000.00 | 25,000.00 | 545,000.00 | 545,000.00 | 740,000.00 | 740,000.00 | ||
| 204-05-A | temporary sediment check dams (hay) | 20 | EACH | 110.00 | 2,200.00 | 200.00 | 4,000.00 | 150.00 | 3,000.00 | ||
| 204-06 | temporary silt fencing | 2,100 | LNFT | 5.00 | 10,500.00 | 5.00 | 10,500.00 | 1.80 | 3,780.00 | ||
| 302-02-D | class ii base course (8 1/2" thick) | 5,481.7 | SQYD | 15.00 | 82,225.50 | 24.00 | 131,560.80 | 26.00 | 142,524.20 | ||
| 304-01 | lime | 79.76 | TON | 100.00 | 7,976.00 | 200.00 | 15,952.00 | 175.00 | 13,958.00 | ||
| 304-04-D | lime treatment (type d) (12" thick) | 5,626 | SQYD | 2.00 | 11,252.00 | 3.50 | 19,691.00 | 2.10 | 11,814.60 | ||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
280 | CUYD | 75.00 | 21,000.00 | 85.00 | 23,800.00 | 115.00 | 32,200.00 | ||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 150.0 | CUYD | 75.00 | 11,250.00 | 75.00 | 11,250.00 | 98.00 | 14,700.00 | ||
| 502-01 | superpave asphaltic concrete | 1,063.0 | TON | 225.00 | 239,175.00 | 225.00 | 239,175.00 | 180.00 | 191,340.00 | ||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
351.9 | TON | 275.00 | 96,772.50 | 275.00 | 96,772.50 | 220.00 | 77,418.00 | ||
| 701-01-G | cross drain pipe (18" rcp/pcp) | 67 | LNFT | 75.00 | 5,025.00 | 68.00 | 4,556.00 | 75.00 | 5,025.00 | ||
| 701-01-I | cross drain pipe (24" rcp/pcp) | 414 | LNFT | 85.00 | 35,190.00 | 115.00 | 47,610.00 | 85.00 | 35,190.00 | ||
| 701-01-K | cross drain pipe (30" rcp/pcp) | 73 | LNFT | 150.00 | 10,950.00 | 155.00 | 11,315.00 | 105.00 | 7,665.00 | ||
| 701-05-G | side drain pipe (18") | 98 | LNFT | 75.00 | 7,350.00 | 68.00 | 6,664.00 | 55.00 | 5,390.00 | ||
| 701-05-I | side drain pipe (24") | 128 | LNFT | 85.00 | 10,880.00 | 115.00 | 14,720.00 | 70.00 | 8,960.00 | ||
| 701-05-I-01 | side drain pipe (24")(erosion) | 58 | LNFT | 85.00 | 4,930.00 | 115.00 | 6,670.00 | 75.00 | 4,350.00 | ||
| 704-03 | blocked out guard rail | 200.0 | LNFT | 25.00 | 5,000.00 | 30.00 | 6,000.00 | 25.00 | 5,000.00 | ||
| 704-08-B | guard rail transitions (double thrie beam) | 100.0 | LNFT | 75.00 | 7,500.00 | 68.00 | 6,800.00 | 62.00 | 6,200.00 | ||
| 704-11-A | guard rail end treatment (flared) | 2 | EACH | 2,500.00 | 5,000.00 | 3,500.00 | 7,000.00 | 2,400.00 | 4,800.00 | ||
| 705-01 | barbed wire fence | 406 | LNFT | 10.00 | 4,060.00 | 6.00 | 2,436.00 | 6.70 | 2,720.20 | ||
| 705-02 | combination mesh & barbed wire fence | 952 | LNFT | 10.00 | 9,520.00 | 10.50 | 9,996.00 | 7.50 | 7,140.00 | ||
| 705-09 | rebuilt fence | 210 | LNFT | 15.00 | 3,150.00 | 25.00 | 5,250.00 | 13.00 | 2,730.00 | ||
| 708-01 | right-of-way monument | 24 | EACH | 250.00 | 6,000.00 | 250.00 | 6,000.00 | 450.00 | 10,800.00 | ||
| 708-02 | right-of-way monument witness post | 24 | EACH | 250.00 | 6,000.00 | 250.00 | 6,000.00 | 400.00 | 9,600.00 | ||
| 711-02-D | riprap (55 lb) | 286 | CUYD | 100.00 | 28,600.00 | 138.00 | 39,468.00 | 170.00 | 48,620.00 | ||
| 711-04 | geotextile fabric | 572 | SQYD | 5.00 | 2,860.00 | 5.00 | 2,860.00 | 3.00 | 1,716.00 | ||
| 713-01 | temporary signs & barricades | lump | LUMP | 10,000.00 | 10,000.00 | 25,000.00 | 25,000.00 | 38,000.00 | 38,000.00 | ||
| 716-01-A | mulch (vegetative) | 0.13 | ACRE | 5,000.00 | 650.00 | 20,000.00 | 2,600.00 | 10,200.00 | 1,326.00 | ||
| 717-01 | seeding | 118 | LB | 10.00 | 1,180.00 | 15.00 | 1,770.00 | 10.50 | 1,239.00 | ||
| 718-01 | fertilizer | 2,936 | LB | 1.00 | 2,936.00 | 1.00 | 2,936.00 | 0.50 | 1,468.00 | ||
| 720-01-A | erosion control system, slope protection (type a) | 1,124 | SQYD | 2.50 | 2,810.00 | 2.00 | 2,248.00 | 2.00 | 2,248.00 | ||
| 722-01 | project site laboratory | 1 | EACH | 10,000.00 | 10,000.00 | 15,000.00 | 15,000.00 | 9,000.00 | 9,000.00 | ||
| 726-01 | bedding material | 76.6 | CUYD | 75.00 | 5,745.00 | 100.00 | 7,660.00 | 82.00 | 6,281.20 | ||
| 727-01 | mobilization | lump | LUMP | 200,000.00 | 200,000.00 | 440,000.00 | 440,000.00 | 480,000.00 | 480,000.00 | ||
| 729-16-B | object marker assembly (type 2) | 2 | EACH | 100.00 | 200.00 | 100.00 | 200.00 | 68.00 | 136.00 | ||
| 729-16-C | object marker assembly (type 3) | 4 | EACH | 100.00 | 400.00 | 100.00 | 400.00 | 78.00 | 312.00 | ||
| 731-02 | reflectorized raised pavement markers | 46 | EACH | 20.00 | 920.00 | 8.00 | 368.00 | 5.50 | 253.00 | ||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 1.364 | MILE | 5,000.00 | 6,820.00 | 3,250.00 | 4,433.00 | 2,750.00 | 3,751.00 | ||
| 732-03-A | plastic pavement striping (broken line) (4" width) | 0.059 | MILE | 1,000.00 | 59.00 | 1,500.00 | 88.50 | 850.00 | 50.15 | ||
| 735-01 | mailboxes | 1 | EACH | 25.00 | 25.00 | 100.00 | 100.00 | 115.00 | 115.00 | ||
| 735-02 | mailbox supports (single) | 1 | EACH | 125.00 | 125.00 | 150.00 | 150.00 | 280.00 | 280.00 | ||
| 740-01 | construction layout | lump | LUMP | 2,000.00 | 2,000.00 | 70,000.00 | 70,000.00 | 50,000.00 | 50,000.00 | ||
| 803-03 | steel sheet pile wall | 19,466 | SQFT | 70.00 | 1,362,620.00 | 61.50 | 1,197,159.00 | 48.00 | 934,368.00 | ||
| 804-01-F | precast concrete piles (24") | 2,660 | LNFT | 500.00 | 1,330,000.00 | 175.00 | 465,500.00 | 170.00 | 452,200.00 | ||
| 804-05 | precast concrete test piles | 1 | EACH | 10,000.00 | 10,000.00 | 60,000.00 | 60,000.00 | 24,000.00 | 24,000.00 | ||
| 804-09 | loading test piles | 1 | EACH | 5,000.00 | 5,000.00 | 1.00 | 1.00 | 12,000.00 | 12,000.00 | ||
| 804-10 | reloading test piles | 1 | EACH | 500.00 | 500.00 | 1.00 | 1.00 | 1,000.00 | 1,000.00 | ||
| 804-11 | redriving test piles | 1 | EACH | 500.00 | 500.00 | 1.00 | 1.00 | 100.00 | 100.00 | ||
| 804-12 | loading permanent piles | 1 | EACH | 5,000.00 | 5,000.00 | 1.00 | 1.00 | 100.00 | 100.00 | ||
| 804-17 | dynamic monitoring | 3 | EACH | 1,000.00 | 3,000.00 | 2,500.00 | 7,500.00 | 1,000.00 | 3,000.00 | ||
| 805-01-F | class a concrete (bents) | 97.63 | CUYD | 1,200.00 | 117,156.00 | 1,300.00 | 126,919.00 | 1,585.00 | 154,743.55 | ||
| 805-03 | class aa concrete | 247.94 | CUYD | 700.00 | 173,558.00 | 1,150.00 | 285,131.00 | 1,510.00 | 374,389.40 | ||
| 805-08-H | precast-prestressed concrete girders (type quad beam) | 1,896.0 | LNFT | 125.00 | 237,000.00 | 138.00 | 261,648.00 | 154.00 | 291,984.00 | ||
| 805-11 | strip seal joints | 80.00 | LNFT | 135.00 | 10,800.00 | 210.00 | 16,800.00 | 235.00 | 18,800.00 | ||
| 806-01 | deformed reinforcing steel | 83,035 | LB | 1.00 | 83,035.00 | 1.31 | 108,775.85 | 1.70 | 141,159.50 | ||
| 807-08 | structural metalwork | lump | LUMP | 5,000.00 | 5,000.00 | 13,000.00 | 13,000.00 | 10,000.00 | 10,000.00 | ||
| 810-01 | concrete railing (barrier) | 480.00 | LNFT | 100.00 | 48,000.00 | 80.00 | 38,400.00 | 77.00 | 36,960.00 | ||
| 813-01 | concrete approach slabs | 363.88 | SQYD | 210.00 | 76,414.80 | 245.00 | 89,150.60 | 290.00 | 105,525.20 | ||
| S-101 | special anchor section | 2 | EACH | 10,000.00 | 20,000.00 | 2,000.00 | 4,000.00 | 1,400.00 | 2,800.00 | ||
| S-102 | dynamic analysis | 3 | EACH | 10,000.00 | 30,000.00 | 2,500.00 | 7,500.00 | 1,200.00 | 3,600.00 | ||
| CONTRACTOR TOTAL | 4,611,617.80 | 4,718,056.05 | 4,826,802.00 | ||||||||