| |||
| Lead Project: 015-07-0044 | |||
| Parish: CALDWELL | |||
| Routes: US 165 | |||
| Description: LA 847 - OUACHITA PARISH LINE | |||
| Type Const:
lime trmt, class ii bc, superpave asp (atl. a-1), pccp (alt. a-2), conc. slab span bridge, conc. girder bridge w/pile footing (alt. b-1), drill shaft (alt. b-2) & related work | |||
| Rank | License | Bidder | Amount |
|---|---|---|---|
| 1 | 34567 | JAMES CONSTRUCTION GROUP LLC | $21,951,560.40 |
| 2 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $24,965,495.45 |
| 3 | 39462 | DENTON-JAMES LLC | $24,986,588.96 |
| 4 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $26,989,798.80 |
| 5 | 21810 | HIGHWAY SPECIALISTS INC. | $28,230,922.90 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - JAMES CONSTRUCTION GROUP LLC |
- 2 - GILCHRIST CONSTRUCTION CO. LLC |
- 3 - DENTON-JAMES LLC |
- 4 - DIAMOND B CONSTRUCTION CO., L.L.C. |
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing & grubbing | lump | LUMP | 300,000.00 | 300,000.00 | 500,000.00 | 500,000.00 | 900,000.00 | 900,000.00 | 50,000.00 | 50,000.00 |
| 202-01 | removal of structures & obstructions | lump | LUMP | 10,000.00 | 10,000.00 | 20,000.00 | 20,000.00 | 40,000.00 | 40,000.00 | 20,000.00 | 20,000.00 |
| 202-02-A | removal of bridges - sta. 487+08.00 to sta. 491+60.00 (23'x 452' concrete deck & bents with steel i-beams) |
1 | EACH | 50,000.00 | 50,000.00 | 50,000.00 | 50,000.00 | 80,000.00 | 80,000.00 | 50,000.00 | 50,000.00 |
| 202-02-B-01 | removal of concrete box culverts (sta. 467+00; 1-3'x 6'x 54') |
1 | EACH | 1,800.00 | 1,800.00 | 2,000.00 | 2,000.00 | 3,000.00 | 3,000.00 | 8,000.00 | 8,000.00 |
| 202-02-B-02 | removal of concrete box culverts (sta. 482+25; 1-4'x 5'x 100') |
1 | EACH | 1,800.00 | 1,800.00 | 4,000.00 | 4,000.00 | 6,000.00 | 6,000.00 | 16,000.00 | 16,000.00 |
| 202-02-B-03 | removal of concrete box culverts (sta. 535+40; 2-3'x 8'x 52') |
1 | EACH | 1,800.00 | 1,800.00 | 8,000.00 | 8,000.00 | 5,000.00 | 5,000.00 | 8,000.00 | 8,000.00 |
| 202-02-G | removal of surfacing & stabilized base | 3,603.8 | SQYD | 6.50 | 23,424.70 | 1.00 | 3,603.80 | 3.20 | 11,532.16 | 5.13 | 18,487.49 |
| 202-02-H | removal of guard rail | 380 | LNFT | 3.00 | 1,140.00 | 7.00 | 2,660.00 | 3.00 | 1,140.00 | 6.00 | 2,280.00 |
| 202-02-I | removal of pavement structure (pcc pavement with 12" asphaltic concrete overlay and shoulders) |
4,210.3 | LNFT | 4.00 | 16,841.20 | 18.00 | 75,785.40 | 24.00 | 101,047.20 | 18.00 | 75,785.40 |
| 202-02-J | removal of shoulder surfacing | 5,066.0 | SQYD | 3.00 | 15,198.00 | 4.00 | 20,264.00 | 2.50 | 12,665.00 | 4.44 | 22,493.04 |
| 202-02-01 | removal of headwalls | 3 | EACH | 1,000.00 | 3,000.00 | 800.00 | 2,400.00 | 1,000.00 | 3,000.00 | 2,000.00 | 6,000.00 |
| 202-02-02 | removal of 10' x 125' concrete pad (truck scale)(lt. of sta. 547+00) |
1 | EACH | 1,000.00 | 1,000.00 | 10,000.00 | 10,000.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 202-02-03 | removal of 60' x 70' conc. block commercial building (lt. of sta. 548+00) (contains non-friable asbestos) |
1 | EACH | 2,000.00 | 2,000.00 | 15,000.00 | 15,000.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 202-02-04 | removal of sign (rt. of sta. 575+00) | 1 | EACH | 100.00 | 100.00 | 300.00 | 300.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 202-02-05 | removal of 40' x 50' metal frame commercial building (lt. of sta. 589+50) |
1 | EACH | 1,400.00 | 1,400.00 | 7,500.00 | 7,500.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 202-02-06 | removal of 10' x 10' masonry commercial building (lt. of sta. 590+00) |
1 | EACH | 150.00 | 150.00 | 1,000.00 | 1,000.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 202-02-07 | removal of signs (lt. of sta. 590+00) | 2 | EACH | 100.00 | 200.00 | 50.00 | 100.00 | 1.00 | 2.00 | 1.00 | 2.00 |
| 202-02-08 | removal of 45' x 45' concrete slab (lt. of sta. 603+00) | 1 | EACH | 800.00 | 800.00 | 1,200.00 | 1,200.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 202-02-09 | removal of 32' x 40' barn (lt. of sta. 683+50) | 1 | EACH | 800.00 | 800.00 | 8,500.00 | 8,500.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 202-02-10 | removal of 30' x 62' wood frame residence on piers (lt. of sta. 686+00) |
1 | EACH | 600.00 | 600.00 | 8,500.00 | 8,500.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 202-02-11 | removal of 30' x 66' concrete slab (lt. of sta. 697+50) | 1 | EACH | 1,000.00 | 1,000.00 | 1,000.00 | 1,000.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 202-02-12 | removal of 30' x 56' brick residence (lt. of sta. 698+50)(contains non-friable asbestos) |
1 | EACH | 1,700.00 | 1,700.00 | 7,500.00 | 7,500.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 202-02-13 | removal of 40' x 45' wood frame residence on piers (lt. of sta. 733+00) (contains non-friable asbestos) |
1 | EACH | 1,000.00 | 1,000.00 | 1,200.00 | 1,200.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 202-02-14 | removal of 44' x 46' brick residence (lt. of sta. 734+30)(contains non-friable asbestos) |
1 | EACH | 1,400.00 | 1,400.00 | 7,500.00 | 7,500.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 202-02-15 | removal of 12' x 70' mobile home (lt. of sta. 734+30) | 1 | EACH | 1.00 | 1.00 | 100.00 | 100.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 202-02-16 | removal of 38' x 44' wood frame residence (lt. 747+00) (contains non-friable asbestos) |
1 | EACH | 1,100.00 | 1,100.00 | 7,500.00 | 7,500.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 202-02-17 | removal of 28' x 37' wood frame residence on piers (lt. of 752+00) (contains non-friable asbestos) |
1 | EACH | 700.00 | 700.00 | 3,000.00 | 3,000.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 202-02-18 | removal of 25' x 34' wood frame residence on piers (lt. of sta. 758+50) (contains non-friable asbestos) |
1 | EACH | 400.00 | 400.00 | 6,000.00 | 6,000.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 202-02-19 | removal of abandoned underground utilities (1" steel gasline) |
790 | LNFT | 3.00 | 2,370.00 | 3.50 | 2,765.00 | 1.00 | 790.00 | 3.00 | 2,370.00 |
| 202-02-20 | removal of abandoned underground utilities (water line) | 1,700 | LNFT | 3.00 | 5,100.00 | 4.00 | 6,800.00 | 1.00 | 1,700.00 | 3.00 | 5,100.00 |
| 202-05 | excavation, disposal and backfilling of contaminated soil |
22 | CUYD | 10.00 | 220.00 | 600.00 | 13,200.00 | 300.00 | 6,600.00 | 550.00 | 12,100.00 |
| 203-01 | general excavation | 65,732 | CUYD | 2.80 | 184,049.60 | 4.50 | 295,794.00 | 3.50 | 230,062.00 | 4.00 | 262,928.00 |
| 203-02 | drainage excavation | 1,843 | CUYD | 6.00 | 11,058.00 | 6.00 | 11,058.00 | 8.00 | 14,744.00 | 4.00 | 7,372.00 |
| 203-03 | muck excavation | 2,000 | CUYD | 7.00 | 14,000.00 | 6.00 | 12,000.00 | 8.00 | 16,000.00 | 12.00 | 24,000.00 |
| 203-04 | embankment | 253,856 | CUYD | 7.50 | 1,903,920.00 | 10.00 | 2,538,560.00 | 8.00 | 2,030,848.00 | 10.75 | 2,728,952.00 |
| 204-02 | temporary hay or straw bales | 175 | EACH | 6.00 | 1,050.00 | 12.00 | 2,100.00 | 7.00 | 1,225.00 | 4.00 | 700.00 |
| 204-05-A | temporary sediment check dam(hay) | 76 | EACH | 90.00 | 6,840.00 | 150.00 | 11,400.00 | 90.00 | 6,840.00 | 100.00 | 7,600.00 |
| 204-06 | temporary silt fencing | 2,900 | LNFT | 2.00 | 5,800.00 | 2.25 | 6,525.00 | 1.40 | 4,060.00 | 6.00 | 17,400.00 |
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
648 | CUYD | 28.00 | 18,144.00 | 50.00 | 32,400.00 | 50.00 | 32,400.00 | 30.00 | 19,440.00 |
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 2,500.0 | CUYD | 35.00 | 87,500.00 | 30.00 | 75,000.00 | 45.00 | 112,500.00 | 30.00 | 75,000.00 |
| 509-01 | cold planing asphaltic pavement | 3,483 | SQYD | 2.00 | 6,966.00 | 2.00 | 6,966.00 | 2.30 | 8,010.90 | 4.00 | 13,932.00 |
| 509-02 | contractor retained reclaimed asphaltic pavement | - 100 | CUYD | 1.00 | - 100.00 | 1.00 | - 100.00 | 1.00 | - 100.00 | 0.10 | - 10.00 |
| 701-01-F | cross drain pipe (15" rcp/pcp) | 944 | LNFT | 45.00 | 42,480.00 | 36.00 | 33,984.00 | 40.00 | 37,760.00 | 70.00 | 66,080.00 |
| 701-01-I | cross drain pipe (24" rcp/pcp) | 88 | LNFT | 52.00 | 4,576.00 | 56.00 | 4,928.00 | 52.00 | 4,576.00 | 90.00 | 7,920.00 |
| 701-02-A | cross drain pipe arch (15" equiv. rcpa) | 1,262 | LNFT | 75.00 | 94,650.00 | 47.00 | 59,314.00 | 50.00 | 63,100.00 | 80.00 | 100,960.00 |
| 701-02-D | cross drain pipe arch (24" equiv. rcpa) | 168 | LNFT | 85.00 | 14,280.00 | 63.00 | 10,584.00 | 65.00 | 10,920.00 | 90.00 | 15,120.00 |
| 701-02-E | cross drain pipe arch (30" equiv. rcpa) | 192 | LNFT | 95.00 | 18,240.00 | 80.00 | 15,360.00 | 70.00 | 13,440.00 | 118.00 | 22,656.00 |
| 701-02-F | cross drain pipe arch (36" equiv. rcpa) | 364 | LNFT | 125.00 | 45,500.00 | 100.00 | 36,400.00 | 90.00 | 32,760.00 | 129.00 | 46,956.00 |
| 701-02-I | cross drain pipe arch (54" equiv. rcpa) | 524 | LNFT | 180.00 | 94,320.00 | 175.00 | 91,700.00 | 160.00 | 83,840.00 | 182.00 | 95,368.00 |
| 701-02-J | cross drain pipe arch (60" equiv. rcpa) | 612 | LNFT | 210.00 | 128,520.00 | 200.00 | 122,400.00 | 200.00 | 122,400.00 | 240.00 | 146,880.00 |
| 701-05-G | side drain pipe (18") | 196 | LNFT | 35.00 | 6,860.00 | 50.00 | 9,800.00 | 35.00 | 6,860.00 | 43.00 | 8,428.00 |
| 701-05-I | side drain pipe (24") | 188 | LNFT | 50.00 | 9,400.00 | 70.00 | 13,160.00 | 40.00 | 7,520.00 | 54.00 | 10,152.00 |
| 701-05-K | side drain pipe (30") | 410 | LNFT | 60.00 | 24,600.00 | 85.00 | 34,850.00 | 50.00 | 20,500.00 | 75.00 | 30,750.00 |
| 701-05-M | side drain pipe (36") | 282 | LNFT | 75.00 | 21,150.00 | 100.00 | 28,200.00 | 60.00 | 16,920.00 | 107.00 | 30,174.00 |
| 701-05-N | side drain pipe (42") | 196 | LNFT | 95.00 | 18,620.00 | 115.00 | 22,540.00 | 70.00 | 13,720.00 | 139.00 | 27,244.00 |
| 701-05-O | side drain pipe (48") | 74 | LNFT | 115.00 | 8,510.00 | 150.00 | 11,100.00 | 80.00 | 5,920.00 | 180.00 | 13,320.00 |
| 701-06-D | side drain pipe arch (24" equiv.) | 60 | LNFT | 60.00 | 3,600.00 | 80.00 | 4,800.00 | 70.00 | 4,200.00 | 86.00 | 5,160.00 |
| 701-06-E | side drain pipe arch (30" equiv.) | 150 | LNFT | 70.00 | 10,500.00 | 90.00 | 13,500.00 | 80.00 | 12,000.00 | 100.00 | 15,000.00 |
| 701-06-F | side drain pipe arch (36" equiv.) | 112 | LNFT | 85.00 | 9,520.00 | 100.00 | 11,200.00 | 90.00 | 10,080.00 | 113.00 | 12,656.00 |
| 701-06-G | side drain pipe arch (42" equiv.) | 64 | LNFT | 100.00 | 6,400.00 | 140.00 | 8,960.00 | 120.00 | 7,680.00 | 134.00 | 8,576.00 |
| 701-06-H | side drain pipe arch (48" equiv.) | 62 | LNFT | 120.00 | 7,440.00 | 160.00 | 9,920.00 | 140.00 | 8,680.00 | 182.00 | 11,284.00 |
| 701-10-I | reinforced concrete pipe (extension)(24") | 394 | LNFT | 150.00 | 59,100.00 | 70.00 | 27,580.00 | 60.00 | 23,640.00 | 97.00 | 38,218.00 |
| 701-10-S | reinforced concrete pipe (extension)(72") | 320 | LNFT | 375.00 | 120,000.00 | 250.00 | 80,000.00 | 270.00 | 86,400.00 | 320.00 | 102,400.00 |
| 701-15 | concrete collar | 1 | EACH | 1,200.00 | 1,200.00 | 1,200.00 | 1,200.00 | 1,000.00 | 1,000.00 | 1,100.00 | 1,100.00 |
| 702-03-A | catch basins (cb-01) | 25 | EACH | 2,600.00 | 65,000.00 | 3,200.00 | 80,000.00 | 2,200.00 | 55,000.00 | 2,300.00 | 57,500.00 |
| 702-03-B | catch basins (cb-02) | 1 | EACH | 3,400.00 | 3,400.00 | 4,200.00 | 4,200.00 | 3,000.00 | 3,000.00 | 4,300.00 | 4,300.00 |
| 702-07-A | cross drain safety end (type 1) | 1 | EACH | 1,400.00 | 1,400.00 | 1,300.00 | 1,300.00 | 1,500.00 | 1,500.00 | 1,200.00 | 1,200.00 |
| 704-03 | blocked out guard rail | 1,318.8 | LNFT | 18.00 | 23,738.40 | 17.00 | 22,419.60 | 16.00 | 21,100.80 | 17.00 | 22,419.60 |
| 704-08-B | guard rail transitions (double thrie beam) | 200.0 | LNFT | 38.00 | 7,600.00 | 50.00 | 10,000.00 | 40.00 | 8,000.00 | 42.00 | 8,400.00 |
| 704-11-A | guard rail end treatment (flared) | 6 | EACH | 2,000.00 | 12,000.00 | 2,000.00 | 12,000.00 | 1,700.00 | 10,200.00 | 1,800.00 | 10,800.00 |
| 704-11-B | guard rail end treatment (tangent) | 2 | EACH | 2,200.00 | 4,400.00 | 2,500.00 | 5,000.00 | 1,900.00 | 3,800.00 | 2,000.00 | 4,000.00 |
| 705-02 | combination mesh & barbed wire fence | 6,569 | LNFT | 6.50 | 42,698.50 | 5.50 | 36,129.50 | 4.50 | 29,560.50 | 5.00 | 32,845.00 |
| 705-04 | single swinging driveway gates | 5 | EACH | 300.00 | 1,500.00 | 550.00 | 2,750.00 | 500.00 | 2,500.00 | 425.00 | 2,125.00 |
| 705-06-E-01 | chain link fence (7'-4" height-structure mounted) | 492 | LNFT | 16.00 | 7,872.00 | 45.00 | 22,140.00 | 30.00 | 14,760.00 | 37.00 | 18,204.00 |
| 708-01 | right-of-way monument | 89 | EACH | 200.00 | 17,800.00 | 275.00 | 24,475.00 | 100.00 | 8,900.00 | 110.00 | 9,790.00 |
| 708-02 | right-of-way monument witness post | 89 | EACH | 200.00 | 17,800.00 | 275.00 | 24,475.00 | 100.00 | 8,900.00 | 110.00 | 9,790.00 |
| 711-01-D | riprap (55 lb.x 18" thick) | 13,758 | SQYD | 0.01 | 137.58 | 1.00 | 13,758.00 | 35.00 | 481,530.00 | 32.00 | 440,256.00 |
| 711-04 | geotextile fabric | 13,758 | SQYD | 0.01 | 137.58 | 0.10 | 1,375.80 | 1.40 | 19,261.20 | 2.00 | 27,516.00 |
| 712-04 | flexible revetment | 7,699 | SQYD | 0.01 | 76.99 | 1.00 | 7,699.00 | 38.00 | 292,562.00 | 32.00 | 246,368.00 |
| 713-01 | temporary signs & barricades | lump | LUMP | 80,000.00 | 80,000.00 | 120,000.00 | 120,000.00 | 100,000.00 | 100,000.00 | 100,000.00 | 100,000.00 |
| 713-07 | temporary reflectorized raised pavement markers | 831 | EACH | 3.00 | 2,493.00 | 9.00 | 7,479.00 | 5.00 | 4,155.00 | 5.00 | 4,155.00 |
| 716-01-A | mulch (vegetative) | 32.78 | ACRE | 500.00 | 16,390.00 | 650.00 | 21,307.00 | 600.00 | 19,668.00 | 640.00 | 20,979.20 |
| 717-01 | seeding | 3,000 | LB | 7.00 | 21,000.00 | 6.00 | 18,000.00 | 6.00 | 18,000.00 | 6.00 | 18,000.00 |
| 718-01 | fertilizer | 100,000 | LB | 0.25 | 25,000.00 | 0.35 | 35,000.00 | 0.22 | 22,000.00 | 0.32 | 32,000.00 |
| 718-02 | agricultural lime | 200.0 | TON | 60.00 | 12,000.00 | 85.00 | 17,000.00 | 80.00 | 16,000.00 | 86.00 | 17,200.00 |
| 720-01-A | erosion control system, slope protection (type a) | 5,901 | SQYD | 1.25 | 7,376.25 | 1.50 | 8,851.50 | 1.30 | 7,671.30 | 1.50 | 8,851.50 |
| 720-01-B | erosion control system, slope protection (type b) | 1,778 | SQYD | 1.25 | 2,222.50 | 1.50 | 2,667.00 | 1.30 | 2,311.40 | 1.50 | 2,667.00 |
| 720-01-C | erosion control system, flexible channel liner (type c) | 1,244 | SQYD | 1.50 | 1,866.00 | 2.00 | 2,488.00 | 2.60 | 3,234.40 | 2.00 | 2,488.00 |
| 722-02 | project site laboratory (equipped) | 1 | EACH | 8,000.00 | 8,000.00 | 15,000.00 | 15,000.00 | 30,000.00 | 30,000.00 | 20,000.00 | 20,000.00 |
| 724-01-C | pavement patching (17" minimum thickness) | 502 | SQYD | 200.00 | 100,400.00 | 100.00 | 50,200.00 | 80.00 | 40,160.00 | 125.00 | 62,750.00 |
| 725-01 | temporary detour roads | 1,255.4 | LNFT | 75.00 | 94,155.00 | 130.00 | 163,202.00 | 140.00 | 175,756.00 | 250.00 | 313,850.00 |
| 726-01 | bedding material | 1,826.5 | CUYD | 50.00 | 91,325.00 | 55.00 | 100,457.50 | 35.00 | 63,927.50 | 26.00 | 47,489.00 |
| 727-01 | mobilization | lump | LUMP | 2,000,000.00 | 2,000,000.00 | 2,200,000.00 | 2,200,000.00 | 2,400,000.00 | 2,400,000.00 | 1,600,000.00 | 1,600,000.00 |
| 729-16-C | object marker assembly (type 3) | 8 | EACH | 75.00 | 600.00 | 75.00 | 600.00 | 70.00 | 560.00 | 70.00 | 560.00 |
| 729-19-A | dead end road installations(type a) | 3 | EACH | 5,000.00 | 15,000.00 | 3,300.00 | 9,900.00 | 3,700.00 | 11,100.00 | 4,000.00 | 12,000.00 |
| 731-01 | nonreflectorized raised pavement markers | 105 | EACH | 12.00 | 1,260.00 | 12.00 | 1,260.00 | 10.00 | 1,050.00 | 11.00 | 1,155.00 |
| 731-02 | reflectorized raised pavement markers | 2,492 | EACH | 8.50 | 21,182.00 | 8.50 | 21,182.00 | 5.00 | 12,460.00 | 5.00 | 12,460.00 |
| 732-02-A | plastic pavement striping (solid line) (4" width) | 25.746 | MILE | 2,200.00 | 56,641.20 | 2,300.00 | 59,215.80 | 1,800.00 | 46,342.80 | 2,000.00 | 51,492.00 |
| 732-02-C | plastic pavement striping (solid line) (8" width) | 0.886 | MILE | 4,500.00 | 3,987.00 | 4,500.00 | 3,987.00 | 4,300.00 | 3,809.80 | 4,600.00 | 4,075.60 |
| 732-02-E | plastic pavement striping (solid line)(24" width) | 0.304 | MILE | 12,500.00 | 3,800.00 | 14,000.00 | 4,256.00 | 13,000.00 | 3,952.00 | 14,000.00 | 4,256.00 |
| 732-04-A | plastic pavement legends & symbols (arrow) | 10 | EACH | 150.00 | 1,500.00 | 150.00 | 1,500.00 | 130.00 | 1,300.00 | 135.00 | 1,350.00 |
| 732-04-C | plastic pavement legends & symbols (only) | 10 | EACH | 150.00 | 1,500.00 | 150.00 | 1,500.00 | 130.00 | 1,300.00 | 135.00 | 1,350.00 |
| 732-05 | removal of existing markings | 10.240 | MILE | 5,500.00 | 56,320.00 | 5,500.00 | 56,320.00 | 4,000.00 | 40,960.00 | 4,300.00 | 44,032.00 |
| 735-01 | mailboxes | 35 | EACH | 1.00 | 35.00 | 50.00 | 1,750.00 | 1.00 | 35.00 | 15.00 | 525.00 |
| 735-02 | mailbox supports (single) | 35 | EACH | 150.00 | 5,250.00 | 200.00 | 7,000.00 | 140.00 | 4,900.00 | 150.00 | 5,250.00 |
| 740-01 | construction layout | lump | LUMP | 200,000.00 | 200,000.00 | 240,000.00 | 240,000.00 | 200,000.00 | 200,000.00 | 95,000.00 | 95,000.00 |
| 744-01 | traffic control management | lump | LUMP | 5,000.00 | 5,000.00 | 24,000.00 | 24,000.00 | 40,000.00 | 40,000.00 | 50,000.00 | 50,000.00 |
| 805-03 | class aa concrete | 5,481.38 | CUYD | 350.00 | 1,918,483.00 | 380.00 | 2,082,924.40 | 450.00 | 2,466,621.00 | 425.00 | 2,329,586.50 |
| 805-08-D | precast-prestressed concrete girders (type iv) | 29,317.7 | LNFT | 95.00 | 2,785,181.50 | 95.00 | 2,785,181.50 | 93.50 | 2,741,204.95 | 155.00 | 4,544,243.50 |
| 805-11 | strip seal joints | 664.00 | LNFT | 120.00 | 79,680.00 | 135.00 | 89,640.00 | 120.00 | 79,680.00 | 110.00 | 73,040.00 |
| 805-12-Y | reinforced concrete box culverts (extension) (2'x 2') | 106.0 | LNFT | 220.00 | 23,320.00 | 185.00 | 19,610.00 | 150.00 | 15,900.00 | 275.00 | 29,150.00 |
| 805-12-Z | reinforced concrete box culverts (extension) (2'x 5') | 104.0 | LNFT | 290.00 | 30,160.00 | 285.00 | 29,640.00 | 220.00 | 22,880.00 | 300.00 | 31,200.00 |
| 807-06 | structural metal work | lump | LUMP | 10,000.00 | 10,000.00 | 14,000.00 | 14,000.00 | 20,000.00 | 20,000.00 | 10,000.00 | 10,000.00 |
| 810-01 | concrete railing (barrier) | 9,086.73 | LNFT | 30.00 | 272,601.90 | 40.00 | 363,469.20 | 35.00 | 318,035.55 | 37.00 | 336,209.01 |
| 813-01 | concrete approach slabs | 1,105.54 | SQYD | 150.00 | 165,831.00 | 150.00 | 165,831.00 | 130.00 | 143,720.20 | 175.00 | 193,469.50 |
| 814-02-J | test hole (66") | 97.4 | LNFT | 500.00 | 48,700.00 | 300.00 | 29,220.00 | 280.00 | 27,272.00 | 275.00 | 26,785.00 |
| S-001 | rumble strips (ground-in) | 12.3 | MILE | 1,000.00 | 12,300.00 | 1,000.00 | 12,300.00 | 800.00 | 9,840.00 | 1,100.00 | 13,530.00 |
| S-002 | cleaning existing ditches | 325 | LNFT | 30.00 | 9,750.00 | 9.00 | 2,925.00 | 10.00 | 3,250.00 | 10.00 | 3,250.00 |
| S-003 | sawcutting existing asphalt pavement (full depth) | 19,643 | INFT | 1.00 | 19,643.00 | 1.00 | 19,643.00 | 0.60 | 11,785.80 | 1.50 | 29,464.50 |
| S-004 | temporary guard rail | 575 | LNFT | 35.00 | 20,125.00 | 45.00 | 25,875.00 | 35.00 | 20,125.00 | 38.00 | 21,850.00 |
| S-005 | plugging existing water wells | 2 | EACH | 1,000.00 | 2,000.00 | 5,000.00 | 10,000.00 | 2,000.00 | 4,000.00 | 1,600.00 | 3,200.00 |
| S-006 | sawcutting existing portland cement concrete pavement (full depth) |
640 | INFT | 1.50 | 960.00 | 2.50 | 1,600.00 | 1.20 | 768.00 | 1.50 | 960.00 |
| S-101 | precast-prestressed high performance (hpc) girders (type iv) |
2,241.0 | LNFT | 120.00 | 268,920.00 | 125.00 | 280,125.00 | 100.30 | 224,772.30 | 215.00 | 481,815.00 |
| SUBTOTAL GENERAL | 12,143,257.90 | 13,834,390.00 | 14,564,080.76 | 15,827,551.84 | |||||||
| ALTERNATE A | roadway | ||||||||||
| ALTERNATE A1 | superpave aspahltic concrete alternate | ||||||||||
| 203-05 | nonplastic embankment | 4,645 | CUYD | 65.00 | 301,925.00 | 60.00 | 278,700.00 | 60.00 | 278,700.00 | 68.00 | 315,860.00 |
| 302-01 | class ii base course | 43,154.0 | CUYD | 44.00 | 1,898,776.00 | 56.00 | 2,416,624.00 | 49.00 | 2,114,546.00 | 60.00 | 2,589,240.00 |
| 304-05 | lime treatment (type e) | 1,194 | TON | 120.00 | 143,280.00 | 1.00 | 1,194.00 | 200.00 | 238,800.00 | 216.00 | 257,904.00 |
| 305-01 | subgrade layer (12" thick) | 168,497 | SQYD | 5.00 | 842,485.00 | 8.00 | 1,347,976.00 | 6.00 | 1,010,982.00 | 6.57 | 1,107,025.29 |
| 502-01 | superpave asphaltic concrete | 47,257.6 | TON | 49.00 | 2,315,622.40 | 50.00 | 2,362,880.00 | 49.00 | 2,315,622.40 | 48.00 | 2,268,364.80 |
| 502-01-A | superpave asphaltic concrete, paved drives and turnouts |
4,865.9 | TON | 58.00 | 282,222.20 | 70.00 | 340,613.00 | 58.00 | 282,222.20 | 58.00 | 282,222.20 |
| 713-04-B | temporary pavement markings (broken line)(4" width) (10' length) |
6.302 | MILE | 400.00 | 2,520.80 | 400.00 | 2,520.80 | 300.00 | 1,890.60 | 320.00 | 2,016.64 |
| 713-05-A | temporary pavement markings (solid line)(4" width) | 12.603 | MILE | 700.00 | 8,822.10 | 750.00 | 9,452.25 | 500.00 | 6,301.50 | 535.00 | 6,742.60 |
| 732-03-A | plastic pavement striping (broken line)(4" width) | 13.469 | MILE | 900.00 | 12,122.10 | 1,000.00 | 13,469.00 | 700.00 | 9,428.30 | 750.00 | 10,101.75 |
| SUBTOTAL ALT A1 | 5,807,775.60 | 6,773,429.05 | 6,258,493.00 | 6,839,477.28 | |||||||
| ALTERNATE A2 | portland cement concrete pavement alternate | ||||||||||
| 203-05 | nonplastic embankment | 4,645 | CUYD | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 302-01 | class ii base course | 37,364.9 | CUYD | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 304-05 | lime treatment (type e) | 1,196.46 | TON | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 305-01 | subgrade layer (12" thick) | 168,531 | SQYD | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 502-01 | superpave asphaltic concrete | 13,716.3 | TON | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 502-01-A | superpave asphaltic concrete, paved drives and turnouts |
931.7 | TON | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 601-01-G | portland cement concrete pavement (8" thick) | 97,254.2 | SQYD | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 601-02-G | portland cement concrete pavement (8" thick) (crossovers & turnouts) |
11,477.0 | SQYD | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 601-04 | portland cement concrete pavement coring | 135 | EACH | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 713-04-B | temporary pavement markings (broken line)(4" width) (10' length) |
0.795 | MILE | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 713-04-B-01 | temporary pvmt. markings (broken line)(4" w)(10' l) (type i removable) |
5.507 | MILE | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 713-05-A | temporary pavement markings (solid line)(4" width) | 1.591 | MILE | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 713-05-A-01 | temporary pavement markings (solid line)(4" width) (type 1 removable) |
11.012 | MILE | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 732-03-A | plastic pavement striping (broken line)(4" width) | 5.321 | MILE | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 732-03-A-01 | plastic pvmt striping (broken line)(4"width)preformed marking tape (type v) |
8.148 | MILE | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| ALTERNATE B | bridge alternates | ||||||||||
| ALTERNATE B1 | pile footing alternate | ||||||||||
| 802-02 | structural excavation for intermediate bents | 2,572.7 | CUYD | 20.00 | 51,454.00 | 12.00 | 30,872.40 | 12.00 | 30,872.40 | 20.00 | 51,454.00 |
| 804-01-B | precast concrete piles (14") | 29,454 | LNFT | 25.00 | 736,350.00 | 21.00 | 618,534.00 | 24.00 | 706,896.00 | 32.00 | 942,528.00 |
| 804-01-C | precast concrete piles (16") | 16,764 | LNFT | 30.00 | 502,920.00 | 28.00 | 469,392.00 | 28.00 | 469,392.00 | 34.00 | 569,976.00 |
| 804-12 | loading permanent piles | 2 | EACH | 800.00 | 1,600.00 | 12,000.00 | 24,000.00 | 1,000.00 | 2,000.00 | 3,700.00 | 7,400.00 |
| 805-01-D | class a concrete (footings) | 1,174.08 | CUYD | 240.00 | 281,779.20 | 400.00 | 469,632.00 | 240.00 | 281,779.20 | 246.00 | 288,823.68 |
| 805-01-F | class a concrete (bents) | 2,417.89 | CUYD | 330.00 | 797,903.70 | 400.00 | 967,156.00 | 440.00 | 1,063,871.60 | 400.00 | 967,156.00 |
| 806-01 | deformed reinforcing steel | 1,956,200 | LB | 0.60 | 1,173,720.00 | 0.70 | 1,369,340.00 | 0.62 | 1,212,844.00 | 0.56 | 1,095,472.00 |
| 814-01-J | drilled shaft (66") | 921.0 | LNFT | 400.00 | 368,400.00 | 350.00 | 322,350.00 | 360.00 | 331,560.00 | 360.00 | 331,560.00 |
| 814-03-J | permanent casing (66") | 240.0 | LNFT | 250.00 | 60,000.00 | 250.00 | 60,000.00 | 220.00 | 52,800.00 | 235.00 | 56,400.00 |
| 814-04-J | crosshole sonic logging (66") | 12 | EACH | 2,200.00 | 26,400.00 | 2,200.00 | 26,400.00 | 1,000.00 | 12,000.00 | 1,000.00 | 12,000.00 |
| SUBTOTAL ALT B1 | 4,000,526.90 | 4,357,676.40 | 4,164,015.20 | 4,322,769.68 | |||||||
| ALTERNATE B2 | drilled shaft alternate | ||||||||||
| 804-01-C | precast concrete piles (16") | 1,608 | LNFT | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 804-12 | loading permanent piles | 1 | EACH | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 805-01-F | class a concrete (bents) | 2,518.94 | CUYD | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 806-01 | deformed reinforcing steel | 1,861,818 | LB | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 814-01-B | drilled shaft (24") | 272.8 | LNFT | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 814-01-J | drilled shaft (66") | 7,756.6 | LNFT | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 814-03-B | permanent casing (24") | 160.0 | LNFT | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 814-03-J | permanent casing (66") | 400.0 | LNFT | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 814-04-B | crosshole sonic logging (24") | 8 | EACH | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 814-04-J | crosshole sonic logging (66") | 96 | EACH | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| CONTRACTOR TOTAL | 21,951,560.40 | 24,965,495.45 | 24,986,588.96 | 26,989,798.80 | |||||||
| Item Number | Item Description | Quantity | Unit of Measure | - 5 - HIGHWAY SPECIALISTS INC. |
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|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing & grubbing | lump | LUMP | 100,000.00 | 100,000.00 | ||||||
| 202-01 | removal of structures & obstructions | lump | LUMP | 50,000.00 | 50,000.00 | ||||||
| 202-02-A | removal of bridges - sta. 487+08.00 to sta. 491+60.00 (23'x 452' concrete deck & bents with steel i-beams) |
1 | EACH | 100,000.00 | 100,000.00 | ||||||
| 202-02-B-01 | removal of concrete box culverts (sta. 467+00; 1-3'x 6'x 54') |
1 | EACH | 3,000.00 | 3,000.00 | ||||||
| 202-02-B-02 | removal of concrete box culverts (sta. 482+25; 1-4'x 5'x 100') |
1 | EACH | 6,000.00 | 6,000.00 | ||||||
| 202-02-B-03 | removal of concrete box culverts (sta. 535+40; 2-3'x 8'x 52') |
1 | EACH | 5,000.00 | 5,000.00 | ||||||
| 202-02-G | removal of surfacing & stabilized base | 3,603.8 | SQYD | 8.00 | 28,830.40 | ||||||
| 202-02-H | removal of guard rail | 380 | LNFT | 6.00 | 2,280.00 | ||||||
| 202-02-I | removal of pavement structure (pcc pavement with 12" asphaltic concrete overlay and shoulders) |
4,210.3 | LNFT | 25.00 | 105,257.50 | ||||||
| 202-02-J | removal of shoulder surfacing | 5,066.0 | SQYD | 7.00 | 35,462.00 | ||||||
| 202-02-01 | removal of headwalls | 3 | EACH | 1,000.00 | 3,000.00 | ||||||
| 202-02-02 | removal of 10' x 125' concrete pad (truck scale)(lt. of sta. 547+00) |
1 | EACH | 1,500.00 | 1,500.00 | ||||||
| 202-02-03 | removal of 60' x 70' conc. block commercial building (lt. of sta. 548+00) (contains non-friable asbestos) |
1 | EACH | 6,500.00 | 6,500.00 | ||||||
| 202-02-04 | removal of sign (rt. of sta. 575+00) | 1 | EACH | 50.00 | 50.00 | ||||||
| 202-02-05 | removal of 40' x 50' metal frame commercial building (lt. of sta. 589+50) |
1 | EACH | 1,500.00 | 1,500.00 | ||||||
| 202-02-06 | removal of 10' x 10' masonry commercial building (lt. of sta. 590+00) |
1 | EACH | 100.00 | 100.00 | ||||||
| 202-02-07 | removal of signs (lt. of sta. 590+00) | 2 | EACH | 50.00 | 100.00 | ||||||
| 202-02-08 | removal of 45' x 45' concrete slab (lt. of sta. 603+00) | 1 | EACH | 1,000.00 | 1,000.00 | ||||||
| 202-02-09 | removal of 32' x 40' barn (lt. of sta. 683+50) | 1 | EACH | 750.00 | 750.00 | ||||||
| 202-02-10 | removal of 30' x 62' wood frame residence on piers (lt. of sta. 686+00) |
1 | EACH | 750.00 | 750.00 | ||||||
| 202-02-11 | removal of 30' x 66' concrete slab (lt. of sta. 697+50) | 1 | EACH | 1,200.00 | 1,200.00 | ||||||
| 202-02-12 | removal of 30' x 56' brick residence (lt. of sta. 698+50)(contains non-friable asbestos) |
1 | EACH | 6,500.00 | 6,500.00 | ||||||
| 202-02-13 | removal of 40' x 45' wood frame residence on piers (lt. of sta. 733+00) (contains non-friable asbestos) |
1 | EACH | 6,200.00 | 6,200.00 | ||||||
| 202-02-14 | removal of 44' x 46' brick residence (lt. of sta. 734+30)(contains non-friable asbestos) |
1 | EACH | 6,500.00 | 6,500.00 | ||||||
| 202-02-15 | removal of 12' x 70' mobile home (lt. of sta. 734+30) | 1 | EACH | 50.00 | 50.00 | ||||||
| 202-02-16 | removal of 38' x 44' wood frame residence (lt. 747+00) (contains non-friable asbestos) |
1 | EACH | 6,000.00 | 6,000.00 | ||||||
| 202-02-17 | removal of 28' x 37' wood frame residence on piers (lt. of 752+00) (contains non-friable asbestos) |
1 | EACH | 6,000.00 | 6,000.00 | ||||||
| 202-02-18 | removal of 25' x 34' wood frame residence on piers (lt. of sta. 758+50) (contains non-friable asbestos) |
1 | EACH | 6,000.00 | 6,000.00 | ||||||
| 202-02-19 | removal of abandoned underground utilities (1" steel gasline) |
790 | LNFT | 1.50 | 1,185.00 | ||||||
| 202-02-20 | removal of abandoned underground utilities (water line) | 1,700 | LNFT | 1.50 | 2,550.00 | ||||||
| 202-05 | excavation, disposal and backfilling of contaminated soil |
22 | CUYD | 250.00 | 5,500.00 | ||||||
| 203-01 | general excavation | 65,732 | CUYD | 4.00 | 262,928.00 | ||||||
| 203-02 | drainage excavation | 1,843 | CUYD | 7.50 | 13,822.50 | ||||||
| 203-03 | muck excavation | 2,000 | CUYD | 15.00 | 30,000.00 | ||||||
| 203-04 | embankment | 253,856 | CUYD | 8.50 | 2,157,776.00 | ||||||
| 204-02 | temporary hay or straw bales | 175 | EACH | 3.00 | 525.00 | ||||||
| 204-05-A | temporary sediment check dam(hay) | 76 | EACH | 75.00 | 5,700.00 | ||||||
| 204-06 | temporary silt fencing | 2,900 | LNFT | 3.00 | 8,700.00 | ||||||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
648 | CUYD | 75.00 | 48,600.00 | ||||||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 2,500.0 | CUYD | 65.00 | 162,500.00 | ||||||
| 509-01 | cold planing asphaltic pavement | 3,483 | SQYD | 5.00 | 17,415.00 | ||||||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 100 | CUYD | 0.01 | - 1.00 | ||||||
| 701-01-F | cross drain pipe (15" rcp/pcp) | 944 | LNFT | 75.00 | 70,800.00 | ||||||
| 701-01-I | cross drain pipe (24" rcp/pcp) | 88 | LNFT | 90.00 | 7,920.00 | ||||||
| 701-02-A | cross drain pipe arch (15" equiv. rcpa) | 1,262 | LNFT | 80.00 | 100,960.00 | ||||||
| 701-02-D | cross drain pipe arch (24" equiv. rcpa) | 168 | LNFT | 85.00 | 14,280.00 | ||||||
| 701-02-E | cross drain pipe arch (30" equiv. rcpa) | 192 | LNFT | 90.00 | 17,280.00 | ||||||
| 701-02-F | cross drain pipe arch (36" equiv. rcpa) | 364 | LNFT | 100.00 | 36,400.00 | ||||||
| 701-02-I | cross drain pipe arch (54" equiv. rcpa) | 524 | LNFT | 150.00 | 78,600.00 | ||||||
| 701-02-J | cross drain pipe arch (60" equiv. rcpa) | 612 | LNFT | 180.00 | 110,160.00 | ||||||
| 701-05-G | side drain pipe (18") | 196 | LNFT | 25.00 | 4,900.00 | ||||||
| 701-05-I | side drain pipe (24") | 188 | LNFT | 35.00 | 6,580.00 | ||||||
| 701-05-K | side drain pipe (30") | 410 | LNFT | 50.00 | 20,500.00 | ||||||
| 701-05-M | side drain pipe (36") | 282 | LNFT | 65.00 | 18,330.00 | ||||||
| 701-05-N | side drain pipe (42") | 196 | LNFT | 80.00 | 15,680.00 | ||||||
| 701-05-O | side drain pipe (48") | 74 | LNFT | 120.00 | 8,880.00 | ||||||
| 701-06-D | side drain pipe arch (24" equiv.) | 60 | LNFT | 55.00 | 3,300.00 | ||||||
| 701-06-E | side drain pipe arch (30" equiv.) | 150 | LNFT | 65.00 | 9,750.00 | ||||||
| 701-06-F | side drain pipe arch (36" equiv.) | 112 | LNFT | 75.00 | 8,400.00 | ||||||
| 701-06-G | side drain pipe arch (42" equiv.) | 64 | LNFT | 85.00 | 5,440.00 | ||||||
| 701-06-H | side drain pipe arch (48" equiv.) | 62 | LNFT | 135.00 | 8,370.00 | ||||||
| 701-10-I | reinforced concrete pipe (extension)(24") | 394 | LNFT | 80.00 | 31,520.00 | ||||||
| 701-10-S | reinforced concrete pipe (extension)(72") | 320 | LNFT | 250.00 | 80,000.00 | ||||||
| 701-15 | concrete collar | 1 | EACH | 1,000.00 | 1,000.00 | ||||||
| 702-03-A | catch basins (cb-01) | 25 | EACH | 2,500.00 | 62,500.00 | ||||||
| 702-03-B | catch basins (cb-02) | 1 | EACH | 3,800.00 | 3,800.00 | ||||||
| 702-07-A | cross drain safety end (type 1) | 1 | EACH | 1,500.00 | 1,500.00 | ||||||
| 704-03 | blocked out guard rail | 1,318.8 | LNFT | 16.50 | 21,760.20 | ||||||
| 704-08-B | guard rail transitions (double thrie beam) | 200.0 | LNFT | 49.00 | 9,800.00 | ||||||
| 704-11-A | guard rail end treatment (flared) | 6 | EACH | 1,800.00 | 10,800.00 | ||||||
| 704-11-B | guard rail end treatment (tangent) | 2 | EACH | 2,300.00 | 4,600.00 | ||||||
| 705-02 | combination mesh & barbed wire fence | 6,569 | LNFT | 4.50 | 29,560.50 | ||||||
| 705-04 | single swinging driveway gates | 5 | EACH | 400.00 | 2,000.00 | ||||||
| 705-06-E-01 | chain link fence (7'-4" height-structure mounted) | 492 | LNFT | 11.00 | 5,412.00 | ||||||
| 708-01 | right-of-way monument | 89 | EACH | 175.00 | 15,575.00 | ||||||
| 708-02 | right-of-way monument witness post | 89 | EACH | 85.00 | 7,565.00 | ||||||
| 711-01-D | riprap (55 lb.x 18" thick) | 13,758 | SQYD | 55.00 | 756,690.00 | ||||||
| 711-04 | geotextile fabric | 13,758 | SQYD | 2.00 | 27,516.00 | ||||||
| 712-04 | flexible revetment | 7,699 | SQYD | 35.00 | 269,465.00 | ||||||
| 713-01 | temporary signs & barricades | lump | LUMP | 750,000.00 | 750,000.00 | ||||||
| 713-07 | temporary reflectorized raised pavement markers | 831 | EACH | 3.00 | 2,493.00 | ||||||
| 716-01-A | mulch (vegetative) | 32.78 | ACRE | 600.00 | 19,668.00 | ||||||
| 717-01 | seeding | 3,000 | LB | 5.50 | 16,500.00 | ||||||
| 718-01 | fertilizer | 100,000 | LB | 0.30 | 30,000.00 | ||||||
| 718-02 | agricultural lime | 200.0 | TON | 80.00 | 16,000.00 | ||||||
| 720-01-A | erosion control system, slope protection (type a) | 5,901 | SQYD | 1.25 | 7,376.25 | ||||||
| 720-01-B | erosion control system, slope protection (type b) | 1,778 | SQYD | 1.25 | 2,222.50 | ||||||
| 720-01-C | erosion control system, flexible channel liner (type c) | 1,244 | SQYD | 1.75 | 2,177.00 | ||||||
| 722-02 | project site laboratory (equipped) | 1 | EACH | 15,000.00 | 15,000.00 | ||||||
| 724-01-C | pavement patching (17" minimum thickness) | 502 | SQYD | 150.00 | 75,300.00 | ||||||
| 725-01 | temporary detour roads | 1,255.4 | LNFT | 175.00 | 219,695.00 | ||||||
| 726-01 | bedding material | 1,826.5 | CUYD | 65.00 | 118,722.50 | ||||||
| 727-01 | mobilization | lump | LUMP | 2,050,000.00 | 2,050,000.00 | ||||||
| 729-16-C | object marker assembly (type 3) | 8 | EACH | 72.00 | 576.00 | ||||||
| 729-19-A | dead end road installations(type a) | 3 | EACH | 3,000.00 | 9,000.00 | ||||||
| 731-01 | nonreflectorized raised pavement markers | 105 | EACH | 15.00 | 1,575.00 | ||||||
| 731-02 | reflectorized raised pavement markers | 2,492 | EACH | 5.00 | 12,460.00 | ||||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 25.746 | MILE | 2,650.00 | 68,226.90 | ||||||
| 732-02-C | plastic pavement striping (solid line) (8" width) | 0.886 | MILE | 8,000.00 | 7,088.00 | ||||||
| 732-02-E | plastic pavement striping (solid line)(24" width) | 0.304 | MILE | 17,000.00 | 5,168.00 | ||||||
| 732-04-A | plastic pavement legends & symbols (arrow) | 10 | EACH | 250.00 | 2,500.00 | ||||||
| 732-04-C | plastic pavement legends & symbols (only) | 10 | EACH | 250.00 | 2,500.00 | ||||||
| 732-05 | removal of existing markings | 10.240 | MILE | 1,000.00 | 10,240.00 | ||||||
| 735-01 | mailboxes | 35 | EACH | 25.00 | 875.00 | ||||||
| 735-02 | mailbox supports (single) | 35 | EACH | 125.00 | 4,375.00 | ||||||
| 740-01 | construction layout | lump | LUMP | 450,000.00 | 450,000.00 | ||||||
| 744-01 | traffic control management | lump | LUMP | 55,000.00 | 55,000.00 | ||||||
| 805-03 | class aa concrete | 5,481.38 | CUYD | 400.00 | 2,192,552.00 | ||||||
| 805-08-D | precast-prestressed concrete girders (type iv) | 29,317.7 | LNFT | 150.00 | 4,397,655.00 | ||||||
| 805-11 | strip seal joints | 664.00 | LNFT | 120.00 | 79,680.00 | ||||||
| 805-12-Y | reinforced concrete box culverts (extension) (2'x 2') | 106.0 | LNFT | 275.00 | 29,150.00 | ||||||
| 805-12-Z | reinforced concrete box culverts (extension) (2'x 5') | 104.0 | LNFT | 325.00 | 33,800.00 | ||||||
| 807-06 | structural metal work | lump | LUMP | 10,000.00 | 10,000.00 | ||||||
| 810-01 | concrete railing (barrier) | 9,086.73 | LNFT | 35.00 | 318,035.55 | ||||||
| 813-01 | concrete approach slabs | 1,105.54 | SQYD | 165.00 | 182,414.10 | ||||||
| 814-02-J | test hole (66") | 97.4 | LNFT | 500.00 | 48,700.00 | ||||||
| S-001 | rumble strips (ground-in) | 12.3 | MILE | 1,200.00 | 14,760.00 | ||||||
| S-002 | cleaning existing ditches | 325 | LNFT | 15.00 | 4,875.00 | ||||||
| S-003 | sawcutting existing asphalt pavement (full depth) | 19,643 | INFT | 2.00 | 39,286.00 | ||||||
| S-004 | temporary guard rail | 575 | LNFT | 40.00 | 23,000.00 | ||||||
| S-005 | plugging existing water wells | 2 | EACH | 1,500.00 | 3,000.00 | ||||||
| S-006 | sawcutting existing portland cement concrete pavement (full depth) |
640 | INFT | 12.00 | 7,680.00 | ||||||
| S-101 | precast-prestressed high performance (hpc) girders (type iv) |
2,241.0 | LNFT | 200.00 | 448,200.00 | ||||||
| SUBTOTAL GENERAL | 16,881,849.90 | ||||||||||
| ALTERNATE A | roadway | ||||||||||
| ALTERNATE A1 | superpave aspahltic concrete alternate | ||||||||||
| 203-05 | nonplastic embankment | 4,645 | CUYD | 90.00 | 418,050.00 | ||||||
| 302-01 | class ii base course | 43,154.0 | CUYD | 60.00 | 2,589,240.00 | ||||||
| 304-05 | lime treatment (type e) | 1,194 | TON | 221.00 | 263,874.00 | ||||||
| 305-01 | subgrade layer (12" thick) | 168,497 | SQYD | 6.50 | 1,095,230.50 | ||||||
| 502-01 | superpave asphaltic concrete | 47,257.6 | TON | 50.00 | 2,362,880.00 | ||||||
| 502-01-A | superpave asphaltic concrete, paved drives and turnouts |
4,865.9 | TON | 61.00 | 296,819.90 | ||||||
| 713-04-B | temporary pavement markings (broken line)(4" width) (10' length) |
6.302 | MILE | 350.00 | 2,205.70 | ||||||
| 713-05-A | temporary pavement markings (solid line)(4" width) | 12.603 | MILE | 350.00 | 4,411.05 | ||||||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 13.469 | MILE | 1,050.00 | 14,142.45 | ||||||
| SUBTOTAL ALT A1 | 7,046,853.60 | ||||||||||
| ALTERNATE A2 | portland cement concrete pavement alternate | ||||||||||
| 203-05 | nonplastic embankment | 4,645 | CUYD | 0.00 | 0.00 | ||||||
| 302-01 | class ii base course | 37,364.9 | CUYD | 0.00 | 0.00 | ||||||
| 304-05 | lime treatment (type e) | 1,196.46 | TON | 0.00 | 0.00 | ||||||
| 305-01 | subgrade layer (12" thick) | 168,531 | SQYD | 0.00 | 0.00 | ||||||
| 502-01 | superpave asphaltic concrete | 13,716.3 | TON | 0.00 | 0.00 | ||||||
| 502-01-A | superpave asphaltic concrete, paved drives and turnouts |
931.7 | TON | 0.00 | 0.00 | ||||||
| 601-01-G | portland cement concrete pavement (8" thick) | 97,254.2 | SQYD | 0.00 | 0.00 | ||||||
| 601-02-G | portland cement concrete pavement (8" thick) (crossovers & turnouts) |
11,477.0 | SQYD | 0.00 | 0.00 | ||||||
| 601-04 | portland cement concrete pavement coring | 135 | EACH | 0.00 | 0.00 | ||||||
| 713-04-B | temporary pavement markings (broken line)(4" width) (10' length) |
0.795 | MILE | 0.00 | 0.00 | ||||||
| 713-04-B-01 | temporary pvmt. markings (broken line)(4" w)(10' l) (type i removable) |
5.507 | MILE | 0.00 | 0.00 | ||||||
| 713-05-A | temporary pavement markings (solid line)(4" width) | 1.591 | MILE | 0.00 | 0.00 | ||||||
| 713-05-A-01 | temporary pavement markings (solid line)(4" width) (type 1 removable) |
11.012 | MILE | 0.00 | 0.00 | ||||||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 5.321 | MILE | 0.00 | 0.00 | ||||||
| 732-03-A-01 | plastic pvmt striping (broken line)(4"width)preformed marking tape (type v) |
8.148 | MILE | 0.00 | 0.00 | ||||||
| ALTERNATE B | bridge alternates | ||||||||||
| ALTERNATE B1 | pile footing alternate | ||||||||||
| 802-02 | structural excavation for intermediate bents | 2,572.7 | CUYD | 20.00 | 51,454.00 | ||||||
| 804-01-B | precast concrete piles (14") | 29,454 | LNFT | 30.00 | 883,620.00 | ||||||
| 804-01-C | precast concrete piles (16") | 16,764 | LNFT | 32.00 | 536,448.00 | ||||||
| 804-12 | loading permanent piles | 2 | EACH | 800.00 | 1,600.00 | ||||||
| 805-01-D | class a concrete (footings) | 1,174.08 | CUYD | 240.00 | 281,779.20 | ||||||
| 805-01-F | class a concrete (bents) | 2,417.89 | CUYD | 380.00 | 918,798.20 | ||||||
| 806-01 | deformed reinforcing steel | 1,956,200 | LB | 0.60 | 1,173,720.00 | ||||||
| 814-01-J | drilled shaft (66") | 921.0 | LNFT | 400.00 | 368,400.00 | ||||||
| 814-03-J | permanent casing (66") | 240.0 | LNFT | 250.00 | 60,000.00 | ||||||
| 814-04-J | crosshole sonic logging (66") | 12 | EACH | 2,200.00 | 26,400.00 | ||||||
| SUBTOTAL ALT B1 | 4,302,219.40 | ||||||||||
| ALTERNATE B2 | drilled shaft alternate | ||||||||||
| 804-01-C | precast concrete piles (16") | 1,608 | LNFT | 0.00 | 0.00 | ||||||
| 804-12 | loading permanent piles | 1 | EACH | 0.00 | 0.00 | ||||||
| 805-01-F | class a concrete (bents) | 2,518.94 | CUYD | 0.00 | 0.00 | ||||||
| 806-01 | deformed reinforcing steel | 1,861,818 | LB | 0.00 | 0.00 | ||||||
| 814-01-B | drilled shaft (24") | 272.8 | LNFT | 0.00 | 0.00 | ||||||
| 814-01-J | drilled shaft (66") | 7,756.6 | LNFT | 0.00 | 0.00 | ||||||
| 814-03-B | permanent casing (24") | 160.0 | LNFT | 0.00 | 0.00 | ||||||
| 814-03-J | permanent casing (66") | 400.0 | LNFT | 0.00 | 0.00 | ||||||
| 814-04-B | crosshole sonic logging (24") | 8 | EACH | 0.00 | 0.00 | ||||||
| 814-04-J | crosshole sonic logging (66") | 96 | EACH | 0.00 | 0.00 | ||||||
| CONTRACTOR TOTAL | 28,230,922.90 | ||||||||||