| |||
| DBE GOAL FED | |||
| Lead Project: 276-03-0016 | |||
| Parish: TANGIPAHOA | |||
| Routes: LA 440, LA 1057 | |||
| Description: TANGIPAHOA RIVER BRIDGE AND APPROACHES | |||
| Type Const:
c & g, grading, drain struct, in-place cement stabilized base course, cold planing asphaltic pavement, superpave acp, precast-prestressed conc girder span bridge, & related work. | |||
| Rank | License | Bidder | Amount |
|---|---|---|---|
| 1 | 02179 | BOH BROS. CONSTRUCTION CO., LLC. | $5,482,929.92 |
| 2 | 14422 | T. L. WALLACE CONSTRUCTION, INC. | $5,568,046.79 |
| 3 | 15288 | GULF SOUTH PILING & CONST., INC. | $5,672,409.82 |
| 4 | 36827 | SHAVERS-WHITTLE CONSTRUCTION INC | $5,796,933.90 |
| 5 | 34567 | JAMES CONSTRUCTION GROUP LLC | $5,911,433.52 |
| 6 | 25747 | KOSTMAYER CONSTRUCTION, LLC | $7,634,009.60 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - BOH BROS. CONSTRUCTION CO., LLC. |
- 2 - T. L. WALLACE CONSTRUCTION, INC. |
- 3 - GULF SOUTH PILING & CONST., INC. |
- 4 - SHAVERS-WHITTLE CONSTRUCTION INC |
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing & grubbing | lump | LUMP | 37,300.00 | 37,300.00 | 505,000.00 | 505,000.00 | 100,000.00 | 100,000.00 | 50,000.00 | 50,000.00 |
| 202-01 | removal of structures & obstructions | lump | LUMP | 5,500.00 | 5,500.00 | 5,000.00 | 5,000.00 | 20,000.00 | 20,000.00 | 34,000.00 | 34,000.00 |
| 202-02-A-01 | removal of bridges, (58' x 24' concrete bridge) | 1 | EACH | 7,200.00 | 7,200.00 | 5,600.00 | 5,600.00 | 10,000.00 | 10,000.00 | 7,500.00 | 7,500.00 |
| 202-02-A-02 | removal of bridges, (135' x 24' concrete bridge) | 1 | EACH | 13,200.00 | 13,200.00 | 11,500.00 | 11,500.00 | 12,000.00 | 12,000.00 | 13,000.00 | 13,000.00 |
| 202-02-A-03 | removal of bridges, (324' x 32' concrete bridge) | 1 | EACH | 33,000.00 | 33,000.00 | 21,500.00 | 21,500.00 | 20,000.00 | 20,000.00 | 32,000.00 | 32,000.00 |
| 202-02-A-04 | removal of bridges, (230' x 24' concrete bridge) | 1 | EACH | 16,500.00 | 16,500.00 | 21,500.00 | 21,500.00 | 15,000.00 | 15,000.00 | 16,500.00 | 16,500.00 |
| 202-02-A-05 | removal of bridges, (230' x 24' concrete bridge) | 1 | EACH | 16,500.00 | 16,500.00 | 21,500.00 | 21,500.00 | 15,000.00 | 15,000.00 | 16,500.00 | 16,500.00 |
| 202-02-G | removal of surfacing & stabilized base | 8,714.8 | SQYD | 4.20 | 36,602.16 | 2.00 | 17,429.60 | 5.00 | 43,574.00 | 4.25 | 37,037.90 |
| 203-01 | general excavation | 14,177 | CUYD | 3.00 | 42,531.00 | 2.95 | 41,822.15 | 3.00 | 42,531.00 | 3.50 | 49,619.50 |
| 203-02 | drainage excavation | 965 | CUYD | 9.00 | 8,685.00 | 7.00 | 6,755.00 | 10.00 | 9,650.00 | 11.50 | 11,097.50 |
| 203-04 | embankment | 81,908 | CUYD | 8.40 | 688,027.20 | 7.40 | 606,119.20 | 9.50 | 778,126.00 | 9.50 | 778,126.00 |
| 204-05-A | temporary sediment check dams (hay) | 16 | EACH | 100.00 | 1,600.00 | 75.00 | 1,200.00 | 100.00 | 1,600.00 | 110.00 | 1,760.00 |
| 204-05-B | temporary sediment check dams (stone) | 15 | EACH | 500.00 | 7,500.00 | 300.00 | 4,500.00 | 300.00 | 4,500.00 | 325.00 | 4,875.00 |
| 204-06 | temporary silt fencing | 3,580 | LNFT | 1.50 | 5,370.00 | 2.50 | 8,950.00 | 1.50 | 5,370.00 | 1.50 | 5,370.00 |
| 303-01-D | in-place cement stabilized base couse (12" thick) | 10,493 | SQYD | 7.70 | 80,796.10 | 11.10 | 116,472.30 | 10.00 | 104,930.00 | 12.50 | 131,162.50 |
| 401-01 | aggregate surface course (net section) | 3,623.1 | CUYD | 50.60 | 183,328.86 | 45.00 | 163,039.50 | 62.00 | 224,632.20 | 65.00 | 235,501.50 |
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 38.0 | CUYD | 38.00 | 1,444.00 | 30.00 | 1,140.00 | 40.00 | 1,520.00 | 35.00 | 1,330.00 |
| 502-01 | superpave asphaltic concrete | 4,918.3 | TON | 69.00 | 339,362.70 | 62.37 | 306,754.37 | 62.00 | 304,934.60 | 72.00 | 354,117.60 |
| 502-01-A | superpave asphaltic concrete, paved drives and turnouts |
413.2 | TON | 171.00 | 70,657.20 | 155.17 | 64,116.24 | 160.00 | 66,112.00 | 175.00 | 72,310.00 |
| 509-01 | cold planing asphaltic pavement | 2,851 | SQYD | 7.50 | 21,382.50 | 5.68 | 16,193.68 | 6.00 | 17,106.00 | 7.00 | 19,957.00 |
| 509-02 | contractor retained reclaimed asphaltic pavement | - 60 | CUYD | 1.00 | - 60.00 | 0.10 | - 6.00 | 1.00 | - 60.00 | FREE | FREE |
| 701-04-J | storm drain pipe arch (60" equiv. rcpa) | 106 | LNFT | 178.00 | 18,868.00 | 250.00 | 26,500.00 | 200.00 | 21,200.00 | 225.00 | 23,850.00 |
| 701-04-L | storm drain pipe arch (72" equiv. rcpa) | 110 | LNFT | 237.00 | 26,070.00 | 350.00 | 38,500.00 | 250.00 | 27,500.00 | 275.00 | 30,250.00 |
| 701-06-D | side drain pipe arch (24" equiv.) | 68 | LNFT | 67.00 | 4,556.00 | 100.00 | 6,800.00 | 50.00 | 3,400.00 | 60.00 | 4,080.00 |
| 702-08-B | side drain safety end (type 2) | 4 | EACH | 3,100.00 | 12,400.00 | 2,500.00 | 10,000.00 | 4,000.00 | 16,000.00 | 3,000.00 | 12,000.00 |
| 704-03 | blocked out guard rail | 237.5 | LNFT | 20.00 | 4,750.00 | 16.50 | 3,918.75 | 18.00 | 4,275.00 | 18.00 | 4,275.00 |
| 704-08-B | guard rail transitions (double thrie beam) | 100.0 | LNFT | 42.00 | 4,200.00 | 40.00 | 4,000.00 | 40.00 | 4,000.00 | 42.00 | 4,200.00 |
| 704-11-A | guard rail end treatment (flared) | 4 | EACH | 1,900.00 | 7,600.00 | 2,000.00 | 8,000.00 | 1,800.00 | 7,200.00 | 2,200.00 | 8,800.00 |
| 705-01 | barbed wire fence | 3,706 | LNFT | 6.00 | 22,236.00 | 5.50 | 20,383.00 | 6.00 | 22,236.00 | 6.50 | 24,089.00 |
| 708-01 | right-of-way monument | 30 | EACH | 335.00 | 10,050.00 | 50.00 | 1,500.00 | 125.00 | 3,750.00 | 100.00 | 3,000.00 |
| 708-02 | right-of-way monument witness post | 30 | EACH | 60.00 | 1,800.00 | 50.00 | 1,500.00 | 150.00 | 4,500.00 | 125.00 | 3,750.00 |
| 711-01-D | riprap (55 lb, 18 in thick) | 1,104 | SQYD | 29.00 | 32,016.00 | 46.00 | 50,784.00 | 50.00 | 55,200.00 | 35.00 | 38,640.00 |
| 711-04 | geotextile fabric | 1,104 | SQYD | 1.80 | 1,987.20 | 1.75 | 1,932.00 | 2.00 | 2,208.00 | 2.00 | 2,208.00 |
| 713-01 | temporary signs & barricades | lump | LUMP | 22,000.00 | 22,000.00 | 26,000.00 | 26,000.00 | 50,000.00 | 50,000.00 | 45,000.00 | 45,000.00 |
| 713-03-A | temporary pavement markings (4" width) | 5,038 | LNFT | 0.35 | 1,763.30 | 1.00 | 5,038.00 | 0.30 | 1,511.40 | 0.35 | 1,763.30 |
| 713-04-A | temporary pavement markings (broken line)(4" width)(4' length) |
0.447 | MILE | 2,200.00 | 983.40 | 250.00 | 111.75 | 300.00 | 134.10 | 1,500.00 | 670.50 |
| 715-01 | topsoil | 77 | CUYD | 44.00 | 3,388.00 | 30.00 | 2,310.00 | 30.00 | 2,310.00 | 37.50 | 2,887.50 |
| 716-01-A | mulch (vegetative) | 7.29 | ACRE | 750.00 | 5,467.50 | 650.00 | 4,738.50 | 700.00 | 5,103.00 | 850.00 | 6,196.50 |
| 717-01 | seeding | 313 | LB | 8.00 | 2,504.00 | 6.00 | 1,878.00 | 7.00 | 2,191.00 | 8.50 | 2,660.50 |
| 718-01 | fertilizer | 10,406 | LB | 0.25 | 2,601.50 | 0.30 | 3,121.80 | 0.30 | 3,121.80 | 0.25 | 2,601.50 |
| 720-01-B | erosion control sysyem, slope protection (type b) | 35 | SQYD | 385.00 | 13,475.00 | 2.00 | 70.00 | 3.50 | 122.50 | 2.50 | 87.50 |
| 727-01 | mobilization | lump | LUMP | 540,000.00 | 540,000.00 | 120,000.00 | 120,000.00 | 525,000.00 | 525,000.00 | 380,000.00 | 380,000.00 |
| 729-16-C | object marker assembly (type 3) | 4 | EACH | 72.00 | 288.00 | 70.00 | 280.00 | 65.00 | 260.00 | 80.00 | 320.00 |
| 731-01 | nonreflectorized raised pavement markers | 330 | EACH | 10.00 | 3,300.00 | 12.00 | 3,960.00 | 9.00 | 2,970.00 | 11.00 | 3,630.00 |
| 731-02 | reflectorized raised pavement markers | 135 | EACH | 5.40 | 729.00 | 8.00 | 1,080.00 | 5.00 | 675.00 | 6.00 | 810.00 |
| 732-01-E | plastic pavement striping (24" width) | 36 | LNFT | 3.20 | 115.20 | 3.00 | 108.00 | 3.00 | 108.00 | 3.50 | 126.00 |
| 732-02-A | plastic pavement striping (solid line)(4" width) | 3.355 | MILE | 2,310.00 | 7,750.05 | 5,000.00 | 16,775.00 | 2,100.00 | 7,045.50 | 2,500.00 | 8,387.50 |
| 732-03-A | plastic pavement striping (broken line)(4" width) | 0.739 | MILE | 700.00 | 517.30 | 2,000.00 | 1,478.00 | 630.00 | 465.57 | 750.00 | 554.25 |
| 740-01 | construction layout | lump | LUMP | 325,000.00 | 325,000.00 | 60,000.00 | 60,000.00 | 150,000.00 | 150,000.00 | 35,000.00 | 35,000.00 |
| 804-01-B | precast concrete piles (14") | 172 | LNFT | 30.00 | 5,160.00 | 65.00 | 11,180.00 | 60.00 | 10,320.00 | 36.50 | 6,278.00 |
| 804-01-F | precast concrete piles (24") | 3,056 | LNFT | 63.00 | 192,528.00 | 110.00 | 336,160.00 | 90.00 | 275,040.00 | 85.00 | 259,760.00 |
| 804-01-G | precast concrete piles (30") | 5,260 | LNFT | 91.00 | 478,660.00 | 155.00 | 815,300.00 | 100.00 | 526,000.00 | 135.00 | 710,100.00 |
| 804-12 | loading permanent piles | 2 | EACH | 20,000.00 | 40,000.00 | 30,000.00 | 60,000.00 | 500.00 | 1,000.00 | 1.00 | 2.00 |
| 805-01-F | class a concrete (bents) | 405.03 | CUYD | 500.00 | 202,515.00 | 475.00 | 192,389.25 | 500.00 | 202,515.00 | 650.00 | 263,269.50 |
| 805-03 | class aa concrete | 1,771.93 | CUYD | 365.00 | 646,754.45 | 400.00 | 708,772.00 | 425.00 | 753,070.25 | 435.00 | 770,789.55 |
| 805-08-C | precast-prestressed concrete girder (type iii) | 8,940.0 | LNFT | 80.00 | 715,200.00 | 65.00 | 581,100.00 | 65.00 | 581,100.00 | 80.00 | 715,200.00 |
| 805-11 | strip seal joints | 320.00 | LNFT | 100.00 | 32,000.00 | 100.00 | 32,000.00 | 120.00 | 38,400.00 | 125.00 | 40,000.00 |
| 806-01 | deformed reinforcing steel | 495,704 | LB | 0.70 | 346,992.80 | 0.60 | 297,422.40 | 0.75 | 371,778.00 | 0.65 | 322,207.60 |
| 807-06 | structural metalwork | lump | LUMP | 7,300.00 | 7,300.00 | 15,000.00 | 15,000.00 | 15,000.00 | 15,000.00 | 18,500.00 | 18,500.00 |
| 810-01 | concrete railing (barrier) | 3,000.00 | LNFT | 25.00 | 75,000.00 | 30.50 | 91,500.00 | 42.00 | 126,000.00 | 40.00 | 120,000.00 |
| 813-01 | concrete approach slabs | 359.82 | SQYD | 125.00 | 44,977.50 | 165.00 | 59,370.30 | 145.00 | 52,173.90 | 135.00 | 48,575.70 |
| S-101 | retroreflective sheeting panels | lump | LUMP | 3,000.00 | 3,000.00 | 1,000.00 | 1,000.00 | 1,000.00 | 1,000.00 | 650.00 | 650.00 |
| CONTRACTOR TOTAL | 5,482,929.92 | 5,568,046.79 | 5,672,409.82 | 5,796,933.90 | |||||||
| Item Number | Item Description | Quantity | Unit of Measure | - 5 - JAMES CONSTRUCTION GROUP LLC |
- 6 - KOSTMAYER CONSTRUCTION, LLC |
|
|
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing & grubbing | lump | LUMP | 200,000.00 | 200,000.00 | 85,000.00 | 85,000.00 | ||||
| 202-01 | removal of structures & obstructions | lump | LUMP | 35,000.00 | 35,000.00 | 5,000.00 | 5,000.00 | ||||
| 202-02-A-01 | removal of bridges, (58' x 24' concrete bridge) | 1 | EACH | 8,000.00 | 8,000.00 | 30,000.00 | 30,000.00 | ||||
| 202-02-A-02 | removal of bridges, (135' x 24' concrete bridge) | 1 | EACH | 12,500.00 | 12,500.00 | 48,000.00 | 48,000.00 | ||||
| 202-02-A-03 | removal of bridges, (324' x 32' concrete bridge) | 1 | EACH | 65,000.00 | 65,000.00 | 90,000.00 | 90,000.00 | ||||
| 202-02-A-04 | removal of bridges, (230' x 24' concrete bridge) | 1 | EACH | 16,000.00 | 16,000.00 | 60,000.00 | 60,000.00 | ||||
| 202-02-A-05 | removal of bridges, (230' x 24' concrete bridge) | 1 | EACH | 16,000.00 | 16,000.00 | 60,000.00 | 60,000.00 | ||||
| 202-02-G | removal of surfacing & stabilized base | 8,714.8 | SQYD | 4.00 | 34,859.20 | 7.00 | 61,003.60 | ||||
| 203-01 | general excavation | 14,177 | CUYD | 3.00 | 42,531.00 | 6.00 | 85,062.00 | ||||
| 203-02 | drainage excavation | 965 | CUYD | 7.50 | 7,237.50 | 10.00 | 9,650.00 | ||||
| 203-04 | embankment | 81,908 | CUYD | 9.25 | 757,649.00 | 9.00 | 737,172.00 | ||||
| 204-05-A | temporary sediment check dams (hay) | 16 | EACH | 100.00 | 1,600.00 | 290.00 | 4,640.00 | ||||
| 204-05-B | temporary sediment check dams (stone) | 15 | EACH | 275.00 | 4,125.00 | 900.00 | 13,500.00 | ||||
| 204-06 | temporary silt fencing | 3,580 | LNFT | 1.20 | 4,296.00 | 1.45 | 5,191.00 | ||||
| 303-01-D | in-place cement stabilized base couse (12" thick) | 10,493 | SQYD | 8.00 | 83,944.00 | 36.00 | 377,748.00 | ||||
| 401-01 | aggregate surface course (net section) | 3,623.1 | CUYD | 50.00 | 181,155.00 | 75.00 | 271,732.50 | ||||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 38.0 | CUYD | 55.00 | 2,090.00 | 70.00 | 2,660.00 | ||||
| 502-01 | superpave asphaltic concrete | 4,918.3 | TON | 63.00 | 309,852.90 | 100.00 | 491,830.00 | ||||
| 502-01-A | superpave asphaltic concrete, paved drives and turnouts |
413.2 | TON | 160.00 | 66,112.00 | 110.00 | 45,452.00 | ||||
| 509-01 | cold planing asphaltic pavement | 2,851 | SQYD | 6.00 | 17,106.00 | 27.00 | 76,977.00 | ||||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 60 | CUYD | 1.00 | - 60.00 | 1.00 | - 60.00 | ||||
| 701-04-J | storm drain pipe arch (60" equiv. rcpa) | 106 | LNFT | 200.00 | 21,200.00 | 225.00 | 23,850.00 | ||||
| 701-04-L | storm drain pipe arch (72" equiv. rcpa) | 110 | LNFT | 240.00 | 26,400.00 | 285.00 | 31,350.00 | ||||
| 701-06-D | side drain pipe arch (24" equiv.) | 68 | LNFT | 50.00 | 3,400.00 | 57.00 | 3,876.00 | ||||
| 702-08-B | side drain safety end (type 2) | 4 | EACH | 4,000.00 | 16,000.00 | 2,900.00 | 11,600.00 | ||||
| 704-03 | blocked out guard rail | 237.5 | LNFT | 18.00 | 4,275.00 | 20.00 | 4,750.00 | ||||
| 704-08-B | guard rail transitions (double thrie beam) | 100.0 | LNFT | 38.00 | 3,800.00 | 48.00 | 4,800.00 | ||||
| 704-11-A | guard rail end treatment (flared) | 4 | EACH | 2,000.00 | 8,000.00 | 2,400.00 | 9,600.00 | ||||
| 705-01 | barbed wire fence | 3,706 | LNFT | 6.00 | 22,236.00 | 7.00 | 25,942.00 | ||||
| 708-01 | right-of-way monument | 30 | EACH | 200.00 | 6,000.00 | 100.00 | 3,000.00 | ||||
| 708-02 | right-of-way monument witness post | 30 | EACH | 200.00 | 6,000.00 | 100.00 | 3,000.00 | ||||
| 711-01-D | riprap (55 lb, 18 in thick) | 1,104 | SQYD | 41.00 | 45,264.00 | 60.00 | 66,240.00 | ||||
| 711-04 | geotextile fabric | 1,104 | SQYD | 2.00 | 2,208.00 | 1.45 | 1,600.80 | ||||
| 713-01 | temporary signs & barricades | lump | LUMP | 30,000.00 | 30,000.00 | 21,000.00 | 21,000.00 | ||||
| 713-03-A | temporary pavement markings (4" width) | 5,038 | LNFT | 0.30 | 1,511.40 | 1.20 | 6,045.60 | ||||
| 713-04-A | temporary pavement markings (broken line)(4" width)(4' length) |
0.447 | MILE | 500.00 | 223.50 | 6,000.00 | 2,682.00 | ||||
| 715-01 | topsoil | 77 | CUYD | 30.00 | 2,310.00 | 13.00 | 1,001.00 | ||||
| 716-01-A | mulch (vegetative) | 7.29 | ACRE | 680.00 | 4,957.20 | 1,200.00 | 8,748.00 | ||||
| 717-01 | seeding | 313 | LB | 7.00 | 2,191.00 | 10.00 | 3,130.00 | ||||
| 718-01 | fertilizer | 10,406 | LB | 0.20 | 2,081.20 | 0.40 | 4,162.40 | ||||
| 720-01-B | erosion control sysyem, slope protection (type b) | 35 | SQYD | 10.00 | 350.00 | 12.00 | 420.00 | ||||
| 727-01 | mobilization | lump | LUMP | 575,000.00 | 575,000.00 | 300,000.00 | 300,000.00 | ||||
| 729-16-C | object marker assembly (type 3) | 4 | EACH | 65.00 | 260.00 | 80.00 | 320.00 | ||||
| 731-01 | nonreflectorized raised pavement markers | 330 | EACH | 9.00 | 2,970.00 | 14.00 | 4,620.00 | ||||
| 731-02 | reflectorized raised pavement markers | 135 | EACH | 5.00 | 675.00 | 10.00 | 1,350.00 | ||||
| 732-01-E | plastic pavement striping (24" width) | 36 | LNFT | 3.00 | 108.00 | 3.50 | 126.00 | ||||
| 732-02-A | plastic pavement striping (solid line)(4" width) | 3.355 | MILE | 2,100.00 | 7,045.50 | 6,000.00 | 20,130.00 | ||||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 0.739 | MILE | 630.00 | 465.57 | 2,400.00 | 1,773.60 | ||||
| 740-01 | construction layout | lump | LUMP | 100,000.00 | 100,000.00 | 62,000.00 | 62,000.00 | ||||
| 804-01-B | precast concrete piles (14") | 172 | LNFT | 50.00 | 8,600.00 | 36.00 | 6,192.00 | ||||
| 804-01-F | precast concrete piles (24") | 3,056 | LNFT | 90.00 | 275,040.00 | 110.00 | 336,160.00 | ||||
| 804-01-G | precast concrete piles (30") | 5,260 | LNFT | 95.00 | 499,700.00 | 180.00 | 946,800.00 | ||||
| 804-12 | loading permanent piles | 2 | EACH | 2,500.00 | 5,000.00 | 17,000.00 | 34,000.00 | ||||
| 805-01-F | class a concrete (bents) | 405.03 | CUYD | 600.00 | 243,018.00 | 650.00 | 263,269.50 | ||||
| 805-03 | class aa concrete | 1,771.93 | CUYD | 525.00 | 930,263.25 | 600.00 | 1,063,158.00 | ||||
| 805-08-C | precast-prestressed concrete girder (type iii) | 8,940.0 | LNFT | 75.00 | 670,500.00 | 90.00 | 804,600.00 | ||||
| 805-11 | strip seal joints | 320.00 | LNFT | 130.00 | 41,600.00 | 105.00 | 33,600.00 | ||||
| 806-01 | deformed reinforcing steel | 495,704 | LB | 0.65 | 322,207.60 | 0.75 | 371,778.00 | ||||
| 807-06 | structural metalwork | lump | LUMP | 10,000.00 | 10,000.00 | 20,000.00 | 20,000.00 | ||||
| 810-01 | concrete railing (barrier) | 3,000.00 | LNFT | 32.00 | 96,000.00 | 170.00 | 510,000.00 | ||||
| 813-01 | concrete approach slabs | 359.82 | SQYD | 135.00 | 48,575.70 | 130.00 | 46,776.60 | ||||
| S-101 | retroreflective sheeting panels | lump | LUMP | 1,000.00 | 1,000.00 | 10,000.00 | 10,000.00 | ||||
| CONTRACTOR TOTAL | 5,911,433.52 | 7,634,009.60 | |||||||||