| |||
| Lead Project: 103-01-0025 | |||
| Parish: CADDO | |||
| Routes: LA 523 | |||
| Description: JCT. EXISTING 5-LANE TO JCT. LA 1 | |||
| Type Const:
grading, drain struc, class ii bc, lime trmt, superpave acp, pccp, traffic signals, slab span bridges, and related work. | |||
| Estimated Construction Cost: $19,887,946.05 | |||
| Maximum Number of Days Allowed for Construction: 1050 | |||
| Calculated Daily User Cost: $1,000.00 | |||
| Rank | License | Bidder | Construction Bid | Bidder's Proposed Contract Time | Total Bid |
|---|---|---|---|---|---|
| 1 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $23,348,707.83 | 650 | $23,998,707.83 |
| 2 | 12135 | BLOUNT BROS. CONSTRUCTION, INC. | $24,289,359.43 | 750 | $25,039,359.43 |
| 3 | 42076 | AUSTIN BRIDGE & ROAD, LP | $25,311,464.99 | 750 | $26,061,464.99 |
| 4 | 39462 | DENTON-JAMES LLC | $25,647,379.90 | 1050 | $26,697,379.90 |
| 5 | 34567 | JAMES CONSTRUCTION GROUP LLC | $26,654,966.20 | 850 | $27,504,966.20 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - GILCHRIST CONSTRUCTION CO. LLC |
- 2 - BLOUNT BROS. CONSTRUCTION, INC. |
- 3 - AUSTIN BRIDGE & ROAD, LP |
- 4 - DENTON-JAMES LLC |
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing & grubbing | lump | LUMP | 650,000.00 | 650,000.00 | 550,000.00 | 550,000.00 | 125,000.00 | 125,000.00 | 800,000.00 | 800,000.00 |
| 202-01 | removal of structures & obstructions | lump | LUMP | 60,000.00 | 60,000.00 | 400,000.00 | 400,000.00 | 100,000.00 | 100,000.00 | 220,000.00 | 220,000.00 |
| 202-02-A-01 | removal of bridge (32' x 190' concrete slab span) | 1 | EACH | 25,000.00 | 25,000.00 | 75,000.00 | 75,000.00 | 50,000.00 | 50,000.00 | 20,000.00 | 20,000.00 |
| 202-02-A-02 | removal of bridge (35' x 152' concrete slab span) | 1 | EACH | 20,000.00 | 20,000.00 | 65,000.00 | 65,000.00 | 50,000.00 | 50,000.00 | 20,000.00 | 20,000.00 |
| 202-02-C | removal of portland cement concrete pavement | 5,757 | SQYD | 7.50 | 43,177.50 | 6.00 | 34,542.00 | 5.29 | 30,454.53 | 6.50 | 37,420.50 |
| 202-02-D | removal of concrete walks & drives | 4,645 | SQYD | 7.00 | 32,515.00 | 6.00 | 27,870.00 | 7.07 | 32,840.15 | 11.00 | 51,095.00 |
| 202-02-G | removal of surfacing & stabilized base | 36,384.2 | SQYD | 7.00 | 254,689.40 | 4.00 | 145,536.80 | 2.52 | 91,688.18 | 5.00 | 181,921.00 |
| 202-02-H | removal of guard rail | 1,830 | LNFT | 14.00 | 25,620.00 | 2.00 | 3,660.00 | 3.72 | 6,807.60 | 4.00 | 7,320.00 |
| 202-02-I | removal of signal equipment/related items | lump | LUMP | 4,500.00 | 4,500.00 | 5,000.00 | 5,000.00 | 7,488.37 | 7,488.37 | 5,000.00 | 5,000.00 |
| 202-02-J | removal of residential septic system | 1 | EACH | 1,000.00 | 1,000.00 | 1.00 | 1.00 | 2,430.78 | 2,430.78 | 5,000.00 | 5,000.00 |
| 202-02-K-01 | removal of sign (sta 128+50 lt, 5' x 2' metal) | 1 | EACH | 200.00 | 200.00 | 1.00 | 1.00 | 665.36 | 665.36 | 1.00 | 1.00 |
| 202-02-K-02 | removal of sign (sta 131+50 lt, 3' x 10' wood) | 1 | EACH | 500.00 | 500.00 | 1.00 | 1.00 | 856.10 | 856.10 | 1.00 | 1.00 |
| 202-02-K-03 | removal of sign (sta 131+50 rt, 4' x 8' wood) | 1 | EACH | 500.00 | 500.00 | 1.00 | 1.00 | 816.15 | 816.15 | 1.00 | 1.00 |
| 202-02-K-04 | removal of sign (sta 139+50 rt, 4' x 7' brick) | 1 | EACH | 800.00 | 800.00 | 1.00 | 1.00 | 1,046.81 | 1,046.81 | 1.00 | 1.00 |
| 202-02-K-05 | removal of sign (sta 232+90 rt, 12' x 16' brick) | 1 | EACH | 2,500.00 | 2,500.00 | 1.00 | 1.00 | 1,508.14 | 1,508.14 | 1.00 | 1.00 |
| 202-02-K-06 | removal of light pole(sta 232+90 rt, 12' metal pole with camera) |
1 | EACH | 250.00 | 250.00 | 1.00 | 1.00 | 2,502.12 | 2,502.12 | 1.00 | 1.00 |
| 202-02-K-07 | removal of fence (sta 235+90 rt, brick fence) | 260 | LNFT | 40.00 | 10,400.00 | 1.00 | 260.00 | 18.22 | 4,737.20 | 8.00 | 2,080.00 |
| 202-02-K-08 | removal of sign (sta 236+05 lt, 3' x 15' brick) | 1 | EACH | 400.00 | 400.00 | 1.00 | 1.00 | 1,428.23 | 1,428.23 | 1.00 | 1.00 |
| 202-02-K-09 | removal of brick columns and entry gate (sta 236+05 lt) | lump | LUMP | 4,800.00 | 4,800.00 | 1.00 | 1.00 | 2,927.33 | 2,927.33 | 1.00 | 1.00 |
| 202-02-K-10 | removal of brick walls (sta 236+05 lt, 2-3' high subdivision entrance) |
lump | LUMP | 1,200.00 | 1,200.00 | 1.00 | 1.00 | 4,337.90 | 4,337.90 | 1.00 | 1.00 |
| 202-02-K-11 | removal of light pole (sta 236+10 lt, 10' metal pole) | 1 | EACH | 280.00 | 280.00 | 1.00 | 1.00 | 1,871.53 | 1,871.53 | 1.00 | 1.00 |
| 202-02-K-12 | removal of sign (sta 266+20 lt, 6' x 8' brick) | 1 | EACH | 1,600.00 | 1,600.00 | 1.00 | 1.00 | 1,508.14 | 1,508.14 | 1.00 | 1.00 |
| 202-02-K-13 | removal of sign (sta 289+55 lt, 13' x 6' x 4' wood) | 1 | EACH | 400.00 | 400.00 | 1.00 | 1.00 | 1,508.14 | 1,508.14 | 1.00 | 1.00 |
| 203-01 | general excavation | 59,706 | CUYD | 4.75 | 283,603.50 | 7.00 | 417,942.00 | 6.27 | 374,356.62 | 11.00 | 656,766.00 |
| 203-02 | drainage excavation | 2,940 | CUYD | 8.00 | 23,520.00 | 12.00 | 35,280.00 | 14.92 | 43,864.80 | 12.00 | 35,280.00 |
| 203-03 | embankment | 86,452 | CUYD | 10.00 | 864,520.00 | 12.00 | 1,037,424.00 | 17.00 | 1,469,684.00 | 16.00 | 1,383,232.00 |
| 204-02 | temporary hay or straw bales | 150 | EACH | 20.00 | 3,000.00 | 12.00 | 1,800.00 | 8.50 | 1,275.00 | 9.00 | 1,350.00 |
| 204-05-A | temporary sediment check dams (hay) | 135 | EACH | 300.00 | 40,500.00 | 100.00 | 13,500.00 | 100.00 | 13,500.00 | 100.00 | 13,500.00 |
| 204-05-B | temporary sediment check dams (stone) | 15 | EACH | 1,100.00 | 16,500.00 | 1,500.00 | 22,500.00 | 1,362.79 | 20,441.85 | 700.00 | 10,500.00 |
| 204-06 | temporary silt fencing | 24,000 | LNFT | 2.50 | 60,000.00 | 2.50 | 60,000.00 | 1.45 | 34,800.00 | 2.00 | 48,000.00 |
| 204-07 | temporary stone construction entrance | 2 | EACH | 4,400.00 | 8,800.00 | 2,500.00 | 5,000.00 | 6,598.82 | 13,197.64 | 2,500.00 | 5,000.00 |
| 302-01 | class ii base course | 20,882.5 | CUYD | 80.00 | 1,670,600.00 | 70.00 | 1,461,775.00 | 79.80 | 1,666,423.50 | 110.00 | 2,297,075.00 |
| 304-01 | lime | 1,478.93 | TON | 155.00 | 229,234.15 | 145.00 | 214,444.85 | 155.98 | 230,683.50 | 130.00 | 192,260.90 |
| 304-04-D | lime treatment (type d) (12" thick) | 104,332 | SQYD | 1.50 | 156,498.00 | 3.50 | 365,162.00 | 4.09 | 426,717.88 | 1.50 | 156,498.00 |
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 2,000.0 | CUYD | 115.00 | 230,000.00 | 50.00 | 100,000.00 | 46.45 | 92,900.00 | 80.00 | 160,000.00 |
| 502-01 | superpave asphaltic concrete | 12,762.9 | TON | 130.00 | 1,659,177.00 | 110.00 | 1,403,919.00 | 103.34 | 1,318,918.09 | 110.00 | 1,403,919.00 |
| 601-01-G | portland cement concrete pavement (8" thick) | 101,139.4 | SQYD | 44.00 | 4,450,133.60 | 57.00 | 5,764,945.80 | 63.00 | 6,371,782.20 | 50.00 | 5,056,970.00 |
| 601-01-K | portland cement concrete pavement (10" thick) | 3,565.2 | SQYD | 50.00 | 178,260.00 | 62.00 | 221,042.40 | 70.32 | 250,704.86 | 68.00 | 242,433.60 |
| 601-02-G | portland cement concrete pavement (8" thick) (crossovers & turnouts) |
2,262.7 | SQYD | 55.00 | 124,448.50 | 60.00 | 135,762.00 | 67.62 | 153,003.77 | 65.00 | 147,075.50 |
| 601-03-C | portland cement concrete shoulder (6" thick) | 693.6 | SQYD | 55.00 | 38,148.00 | 55.00 | 38,148.00 | 63.77 | 44,230.87 | 92.00 | 63,811.20 |
| 701-01-I | cross drain pipe (24" rcp/pcp) | 168 | LNFT | 108.00 | 18,144.00 | 56.00 | 9,408.00 | 60.00 | 10,080.00 | 90.00 | 15,120.00 |
| 701-01-M | cross drain pipe (36" rcp/pcp) | 458 | LNFT | 210.00 | 96,180.00 | 75.00 | 34,350.00 | 100.00 | 45,800.00 | 130.00 | 59,540.00 |
| 701-01-N | cross drain pipe (42" rcp/pcp) | 908 | LNFT | 230.00 | 208,840.00 | 110.00 | 99,880.00 | 140.00 | 127,120.00 | 180.00 | 163,440.00 |
| 701-01-Q | cross drain pipe (60" rcp/pcp) | 46 | LNFT | 500.00 | 23,000.00 | 240.00 | 11,040.00 | 250.00 | 11,500.00 | 270.00 | 12,420.00 |
| 701-03-F | storm drain pipe (15" rcp/pcp) | 3,762 | LNFT | 50.00 | 188,100.00 | 37.00 | 139,194.00 | 52.00 | 195,624.00 | 55.00 | 206,910.00 |
| 701-03-G | storm drain pipe (18" rcp/pcp) | 1,595 | LNFT | 65.00 | 103,675.00 | 45.00 | 71,775.00 | 60.00 | 95,700.00 | 60.00 | 95,700.00 |
| 701-03-I | storm drain pipe (24" rcp/pcp) | 1,031 | LNFT | 90.00 | 92,790.00 | 56.00 | 57,736.00 | 70.00 | 72,170.00 | 75.00 | 77,325.00 |
| 701-05-G | side drain pipe (18") | 548 | LNFT | 50.00 | 27,400.00 | 45.00 | 24,660.00 | 60.00 | 32,880.00 | 55.00 | 30,140.00 |
| 701-05-I | side drain pipe (24") | 744 | LNFT | 65.00 | 48,360.00 | 56.00 | 41,664.00 | 70.00 | 52,080.00 | 65.00 | 48,360.00 |
| 701-05-I-01 | side drain pipe (24")(erosion) | 200 | LNFT | 75.00 | 15,000.00 | 56.00 | 11,200.00 | 70.00 | 14,000.00 | 65.00 | 13,000.00 |
| 701-05-K | side drain pipe (30") | 256 | LNFT | 80.00 | 20,480.00 | 67.00 | 17,152.00 | 76.00 | 19,456.00 | 80.00 | 20,480.00 |
| 701-05-M | side drain pipe (36") | 64 | LNFT | 120.00 | 7,680.00 | 75.00 | 4,800.00 | 105.00 | 6,720.00 | 100.00 | 6,400.00 |
| 701-05-M-01 | side drain pipe (36")(erosion) | 40 | LNFT | 125.00 | 5,000.00 | 75.00 | 3,000.00 | 105.00 | 4,200.00 | 100.00 | 4,000.00 |
| 701-05-N | side drain pipe (42") | 60 | LNFT | 130.00 | 7,800.00 | 110.00 | 6,600.00 | 140.00 | 8,400.00 | 140.00 | 8,400.00 |
| 702-02-A-01 | manholes (mh-06)(type a grate) | 1 | EACH | 8,000.00 | 8,000.00 | 5,000.00 | 5,000.00 | 5,500.00 | 5,500.00 | 5,000.00 | 5,000.00 |
| 702-02-B | manholes (r-cb-11) | 1 | EACH | 7,000.00 | 7,000.00 | 5,000.00 | 5,000.00 | 6,000.00 | 6,000.00 | 5,000.00 | 5,000.00 |
| 702-03-A | catch basins (cb-01) | 6 | EACH | 2,300.00 | 13,800.00 | 5,000.00 | 30,000.00 | 2,000.00 | 12,000.00 | 3,000.00 | 18,000.00 |
| 702-03-C | catch basins (cb-06) | 57 | EACH | 4,300.00 | 245,100.00 | 4,500.00 | 256,500.00 | 3,000.00 | 171,000.00 | 4,400.00 | 250,800.00 |
| 702-03-D | catch basins (cb-07) | 2 | EACH | 5,800.00 | 11,600.00 | 5,500.00 | 11,000.00 | 4,000.00 | 8,000.00 | 5,500.00 | 11,000.00 |
| 702-03-F | catch basins (cb-08) | 20 | EACH | 8,000.00 | 160,000.00 | 5,500.00 | 110,000.00 | 6,000.00 | 120,000.00 | 7,000.00 | 140,000.00 |
| 702-04-A | adjusting manholes | 5 | EACH | 1,500.00 | 7,500.00 | 1,500.00 | 7,500.00 | 1,500.00 | 7,500.00 | 1,400.00 | 7,000.00 |
| 703-02 | shoulder outlet underdrains | 2 | EACH | 1,700.00 | 3,400.00 | 500.00 | 1,000.00 | 785.53 | 1,571.06 | 700.00 | 1,400.00 |
| 703-03 | perforated pipe underdrains (4" pvc) | 23,810 | LNFT | 12.75 | 303,577.50 | 12.00 | 285,720.00 | 17.91 | 426,437.10 | 9.00 | 214,290.00 |
| 705-01 | barbed wire fence | 5,385 | LNFT | 6.40 | 34,464.00 | 5.50 | 29,617.50 | 5.98 | 32,202.30 | 6.00 | 32,310.00 |
| 705-02 | combination mesh & barbed wire fence | 183 | LNFT | 7.80 | 1,427.40 | 11.00 | 2,013.00 | 7.37 | 1,348.71 | 8.00 | 1,464.00 |
| 705-05 | double swinging driveway gates | 4 | DBGT | 800.00 | 3,200.00 | 880.00 | 3,520.00 | 747.77 | 2,991.08 | 700.00 | 2,800.00 |
| 705-06-A | chain link fence (4-foot height) | 130 | LNFT | 20.00 | 2,600.00 | 22.00 | 2,860.00 | 19.23 | 2,499.90 | 20.00 | 2,600.00 |
| 705-06-C | chain link fence (6-foot height) | 301 | LNFT | 30.00 | 9,030.00 | 22.00 | 6,622.00 | 27.77 | 8,358.77 | 28.00 | 8,428.00 |
| 705-06-D | chain link fence (7-foot height) | 1,864 | LNFT | 35.00 | 65,240.00 | 24.00 | 44,736.00 | 36.32 | 67,700.48 | 35.00 | 65,240.00 |
| 705-08-C | 10-foot double gates for chain link fence (6-foot height) |
1 | DBGT | 1,600.00 | 1,600.00 | 880.00 | 880.00 | 1,548.95 | 1,548.95 | 1,500.00 | 1,500.00 |
| 705-09 | rebuilt fence | 557 | LNFT | 174.00 | 96,918.00 | 113.00 | 62,941.00 | 84.39 | 47,005.23 | 120.00 | 66,840.00 |
| 706-02-C | concrete drive (6" thick) | 6,101.4 | SQYD | 44.00 | 268,461.60 | 50.00 | 305,070.00 | 58.68 | 358,030.15 | 48.00 | 292,867.20 |
| 706-03-A | incidental concrete paving (4" thick) | 4,979.7 | SQYD | 50.00 | 248,985.00 | 45.00 | 224,086.50 | 35.35 | 176,032.40 | 42.00 | 209,147.40 |
| 707-01 | concrete curb | 31,994.9 | LNFT | 2.25 | 71,988.53 | 6.00 | 191,969.40 | 2.36 | 75,507.96 | 9.00 | 287,954.10 |
| 708-01 | right-of-way monument | 131 | EACH | 340.00 | 44,540.00 | 300.00 | 39,300.00 | 139.34 | 18,253.54 | 120.00 | 15,720.00 |
| 708-02 | right-of-way monument witness post | 131 | EACH | 340.00 | 44,540.00 | 150.00 | 19,650.00 | 96.03 | 12,579.93 | 120.00 | 15,720.00 |
| 711-01-D | riprap (55 lb, 24"thick) | 237 | SQYD | 75.00 | 17,775.00 | 60.00 | 14,220.00 | 112.75 | 26,721.75 | 80.00 | 18,960.00 |
| 711-04 | geotextile fabric | 237 | SQYD | 4.00 | 948.00 | 3.00 | 711.00 | 4.16 | 985.92 | 1.00 | 237.00 |
| 712-04 | flexible revetment | 3,113 | SQYD | 65.00 | 202,345.00 | 65.00 | 202,345.00 | 83.30 | 259,312.90 | 48.00 | 149,424.00 |
| 713-01 | temporary signs & barricades | lump | LUMP | 300,000.00 | 300,000.00 | 175,000.00 | 175,000.00 | 106,000.00 | 106,000.00 | 400,000.00 | 400,000.00 |
| 713-04-A-01 | temporary pavement markings (solid line)(4" width) (type i removable) |
22.474 | MILE | 11,000.00 | 247,214.00 | 11,550.00 | 259,574.70 | 10,500.00 | 235,977.00 | 11,000.00 | 247,214.00 |
| 713-07 | temporary precast concrete barrier (contractor furnished) |
28 | EACH | 1,000.00 | 28,000.00 | 1,000.00 | 28,000.00 | 1,172.18 | 32,821.04 | 600.00 | 16,800.00 |
| 716-01-B | mulch (fiber) | 31.96 | TON | 1,200.00 | 38,352.00 | 900.00 | 28,764.00 | 1,000.00 | 31,960.00 | 1,000.00 | 31,960.00 |
| 717-01 | seeding | 1,918 | LB | 9.00 | 17,262.00 | 12.00 | 23,016.00 | 8.00 | 15,344.00 | 8.00 | 15,344.00 |
| 718-01 | fertilizer | 31,960 | LB | 0.50 | 15,980.00 | 0.75 | 23,970.00 | 0.32 | 10,227.20 | 0.34 | 10,866.40 |
| 720-01-A | erosion control system, slope protection (type a) | 667 | SQYD | 1.50 | 1,000.50 | 2.50 | 1,667.50 | 1.40 | 933.80 | 1.50 | 1,000.50 |
| 720-01-D | erosion control system, flexible channel liner (type d) | 23,197 | SQYD | 2.15 | 49,873.55 | 3.00 | 69,591.00 | 1.90 | 44,074.30 | 2.00 | 46,394.00 |
| 722-02 | project site laboratory (equipped) | 1 | EACH | 100,000.00 | 100,000.00 | 65,000.00 | 65,000.00 | 200,000.00 | 200,000.00 | 30,000.00 | 30,000.00 |
| 725-01 | temporary detour roads | 3,700.0 | SQYD | 80.00 | 296,000.00 | 75.00 | 277,500.00 | 100.00 | 370,000.00 | 85.00 | 314,500.00 |
| 726-01 | bedding material | 1,122.8 | CUYD | 80.00 | 89,824.00 | 80.00 | 89,824.00 | 78.00 | 87,578.40 | 85.00 | 95,438.00 |
| 727-01 | mobilization | lump | LUMP | 2,300,000.00 | 2,300,000.00 | 1,400,000.00 | 1,400,000.00 | 2,256,000.00 | 2,256,000.00 | 2,500,000.00 | 2,500,000.00 |
| 729-01 | sign (type a) | 416.9 | SQFT | 30.00 | 12,507.00 | 45.00 | 18,760.50 | 30.00 | 12,507.00 | 30.00 | 12,507.00 |
| 729-02 | sign (type b) | 173.6 | SQFT | 30.00 | 5,208.00 | 40.00 | 6,944.00 | 30.00 | 5,208.00 | 35.00 | 6,076.00 |
| 729-16-C | object marker assembly (type 3) | 4 | EACH | 90.00 | 360.00 | 110.00 | 440.00 | 125.00 | 500.00 | 80.00 | 320.00 |
| 731-02 | reflectorized raised pavement markers | 2,250 | EACH | 5.50 | 12,375.00 | 5.30 | 11,925.00 | 4.80 | 10,800.00 | 5.00 | 11,250.00 |
| 732-02-A | plastic pavement striping (solid line) (4" width) | 11.687 | MILE | 2,400.00 | 28,048.80 | 2,375.00 | 27,756.63 | 2,150.00 | 25,127.05 | 2,200.00 | 25,711.40 |
| 732-02-C | plastic pavement striping (solid line) (8" width) | 0.202 | MILE | 5,000.00 | 1,010.00 | 4,950.00 | 999.90 | 4,488.02 | 906.58 | 4,500.00 | 909.00 |
| 732-02-E | plastic pavement striping (solid line) (24" width) | 0.183 | MILE | 12,000.00 | 2,196.00 | 12,200.00 | 2,232.60 | 11,087.98 | 2,029.10 | 11,000.00 | 2,013.00 |
| 732-03-A | plastic pavement striping (broken line)(4" width) | 10.560 | MILE | 800.00 | 8,448.00 | 770.00 | 8,131.20 | 700.00 | 7,392.00 | 700.00 | 7,392.00 |
| 732-04-A | plastic pavement legends & symbols (arrow) | 89 | EACH | 150.00 | 13,350.00 | 145.00 | 12,905.00 | 130.00 | 11,570.00 | 150.00 | 13,350.00 |
| 732-04-B | plastic pavement legends & symbols (double arrow) | 2 | EACH | 170.00 | 340.00 | 165.00 | 330.00 | 150.00 | 300.00 | 170.00 | 340.00 |
| 732-04-C | plastic pavement legends & symbols (only) | 14 | EACH | 160.00 | 2,240.00 | 155.00 | 2,170.00 | 140.00 | 1,960.00 | 170.00 | 2,380.00 |
| 732-04-D | plastic pavement legends & symbols (rr crossing) | 2 | EACH | 400.00 | 800.00 | 385.00 | 770.00 | 350.00 | 700.00 | 400.00 | 800.00 |
| 732-05 | removal of existing markings | 0.250 | MILE | 6,000.00 | 1,500.00 | 5,800.00 | 1,450.00 | 5,280.00 | 1,320.00 | 6,000.00 | 1,500.00 |
| 736-01 | trenching and backfilling | 2,165 | LNFT | 2.20 | 4,763.00 | 2.20 | 4,763.00 | 6.07 | 13,141.55 | 6.00 | 12,990.00 |
| 736-03-A | jacked or bored conduit (1" p.e.c.) | 495 | LNFT | 15.00 | 7,425.00 | 14.50 | 7,177.50 | 17.09 | 8,459.55 | 16.00 | 7,920.00 |
| 736-03-B | jacked or bored conduit (2" p.e.c.) | 445 | LNFT | 23.00 | 10,235.00 | 22.00 | 9,790.00 | 21.36 | 9,505.20 | 20.00 | 8,900.00 |
| 736-03-C | jacked or bored conduit (3" p.e.c.) | 350 | LNFT | 25.00 | 8,750.00 | 24.00 | 8,400.00 | 30.35 | 10,622.50 | 30.00 | 10,500.00 |
| 736-04-A | signal support (mast arm standard w/30' arm) | 1 | EACH | 13,500.00 | 13,500.00 | 13,090.00 | 13,090.00 | 9,196.92 | 9,196.92 | 8,500.00 | 8,500.00 |
| 736-04-B | signal support (mast arm standard w/40' arm) | 3 | EACH | 14,000.00 | 42,000.00 | 13,640.00 | 40,920.00 | 10,284.99 | 30,854.97 | 10,000.00 | 30,000.00 |
| 736-04-C | signal support (mast arm standard w/45' arm) | 1 | EACH | 15,000.00 | 15,000.00 | 14,740.00 | 14,740.00 | 10,944.80 | 10,944.80 | 11,000.00 | 11,000.00 |
| 736-04-D | signal support (mast arm standard w/50' arm) | 3 | EACH | 16,000.00 | 48,000.00 | 15,840.00 | 47,520.00 | 11,718.14 | 35,154.42 | 11,000.00 | 33,000.00 |
| 736-04-E | signal support (mast arm standard w/35' & 40' arms) | 1 | EACH | 18,000.00 | 18,000.00 | 17,875.00 | 17,875.00 | 12,776.99 | 12,776.99 | 12,000.00 | 12,000.00 |
| 736-05-A | signal heads (3-section, r, y, g)(l.e.d) | 15 | EACH | 1,200.00 | 18,000.00 | 1,210.00 | 18,150.00 | 1,203.85 | 18,057.75 | 1,100.00 | 16,500.00 |
| 736-05-B | signal heads (3-section, r, lty, ltg)(l.e.d) | 2 | EACH | 1,200.00 | 2,400.00 | 1,170.00 | 2,340.00 | 1,207.22 | 2,414.44 | 1,100.00 | 2,200.00 |
| 736-05-C | signal heads (5-section, r, lty, y, ltg, g)(l.e.d) | 3 | EACH | 1,900.00 | 5,700.00 | 1,810.00 | 5,430.00 | 1,824.32 | 5,472.96 | 1,700.00 | 5,100.00 |
| 736-05-D | signal heads (programmable 3-section, r, y, g)(l.e.d) | 1 | EACH | 3,600.00 | 3,600.00 | 3,465.00 | 3,465.00 | 2,461.65 | 2,461.65 | 2,200.00 | 2,200.00 |
| 736-05-E | signal heads (programmable 5-section, r, lty, y, ltg, g)(l.e.d) |
2 | EACH | 5,700.00 | 11,400.00 | 5,500.00 | 11,000.00 | 2,787.63 | 5,575.26 | 2,800.00 | 5,600.00 |
| 736-05-F | signal heads (programmable 5-section, r, rty, y, rtg, g)(l.e.d) |
1 | EACH | 5,700.00 | 5,700.00 | 5,500.00 | 5,500.00 | 2,787.63 | 2,787.63 | 2,800.00 | 2,800.00 |
| 736-06-A | signal service | 2 | EACH | 2,300.00 | 4,600.00 | 2,200.00 | 4,400.00 | 1,798.47 | 3,596.94 | 1,700.00 | 3,400.00 |
| 736-06-B | signal service (pedestal mounted) | 2 | EACH | 2,300.00 | 4,600.00 | 2,200.00 | 4,400.00 | 2,324.52 | 4,649.04 | 2,400.00 | 4,800.00 |
| 736-08 | signal controller | 2 | EACH | 23,000.00 | 46,000.00 | 21,670.00 | 43,340.00 | 25,852.98 | 51,705.96 | 25,000.00 | 50,000.00 |
| 736-09 | loop detector | 548 | LNFT | 20.00 | 10,960.00 | 20.00 | 10,960.00 | 14.05 | 7,699.40 | 14.00 | 7,672.00 |
| 736-10-A | underground junction box (type "e") | 8 | EACH | 400.00 | 3,200.00 | 385.00 | 3,080.00 | 492.33 | 3,938.64 | 500.00 | 4,000.00 |
| 736-10-B | underground junction box (type "f") | 12 | EACH | 520.00 | 6,240.00 | 495.00 | 5,940.00 | 620.47 | 7,445.64 | 600.00 | 7,200.00 |
| 736-10-C | underground junction box (type "h") | 2 | EACH | 1,200.00 | 2,400.00 | 1,210.00 | 2,420.00 | 1,195.98 | 2,391.96 | 1,100.00 | 2,200.00 |
| 736-11-A | conduit (1/2" p.e.c. schedule 80) | 100 | LNFT | 4.00 | 400.00 | 3.30 | 330.00 | 1.71 | 171.00 | 1.70 | 170.00 |
| 736-11-B | conduit (1" p.e.c. schedule 80) | 1,360 | LNFT | 4.00 | 5,440.00 | 3.30 | 4,488.00 | 2.47 | 3,359.20 | 2.40 | 3,264.00 |
| 736-11-C | conduit (2" p.e.c. schedule 80) | 120 | LNFT | 5.75 | 690.00 | 5.50 | 660.00 | 3.99 | 478.80 | 4.00 | 480.00 |
| 736-11-D | conduit (3" p.e.c. schedule 80) | 545 | LNFT | 7.50 | 4,087.50 | 7.25 | 3,951.25 | 4.09 | 2,229.05 | 4.00 | 2,180.00 |
| 736-12-A | conductor (2c, loop lead-in) | 2,980 | LNFT | 1.25 | 3,725.00 | 1.25 | 3,725.00 | 1.69 | 5,036.20 | 1.60 | 4,768.00 |
| 736-12-B | conductor (6c, signal) | 777 | LNFT | 2.90 | 2,253.30 | 2.75 | 2,136.75 | 2.02 | 1,569.54 | 2.00 | 1,554.00 |
| 736-12-C | conductor (10c, signal) | 4,065 | LNFT | 2.90 | 11,788.50 | 2.75 | 11,178.75 | 2.81 | 11,422.65 | 2.70 | 10,975.50 |
| 736-12-D | conductor (railroad preemption cable) | 340 | LNFT | 3.45 | 1,173.00 | 3.30 | 1,122.00 | 3.54 | 1,203.60 | 3.50 | 1,190.00 |
| 736-12-E | conductor (3c, power) | 20 | LNFT | 7.00 | 140.00 | 6.60 | 132.00 | 3.37 | 67.40 | 3.20 | 64.00 |
| 740-01 | construction layout | lump | LUMP | 400,000.00 | 400,000.00 | 300,000.00 | 300,000.00 | 250,000.00 | 250,000.00 | 400,000.00 | 400,000.00 |
| 740-02 | utility oversight and coordination | lump | LUMP | 90,000.00 | 90,000.00 | 100,000.00 | 100,000.00 | 130,000.00 | 130,000.00 | 40,000.00 | 40,000.00 |
| 742-01-A | sanitary sewer pipe (6") | 12 | LNFT | 45.00 | 540.00 | 44.00 | 528.00 | 40.00 | 480.00 | 45.00 | 540.00 |
| 742-01-B | sanitary sewer pipe (8") | 30 | LNFT | 50.00 | 1,500.00 | 49.50 | 1,485.00 | 45.00 | 1,350.00 | 50.00 | 1,500.00 |
| 742-01-C | sanitary sewer pipe (10") | 28 | LNFT | 55.00 | 1,540.00 | 55.00 | 1,540.00 | 50.00 | 1,400.00 | 60.00 | 1,680.00 |
| 742-01-D | sanitary sewer pipe (12") | 1,661 | LNFT | 200.00 | 332,200.00 | 200.00 | 332,200.00 | 179.00 | 297,319.00 | 190.00 | 315,590.00 |
| 742-01-E | sanitary sewer pipe (15") | 1,700 | LNFT | 375.00 | 637,500.00 | 380.00 | 646,000.00 | 343.00 | 583,100.00 | 370.00 | 629,000.00 |
| 742-01-F | sanitary sewer pipe (24") | 730 | LNFT | 400.00 | 292,000.00 | 405.00 | 295,650.00 | 369.00 | 269,370.00 | 400.00 | 292,000.00 |
| 742-01-G | sanitary sewer pipe (36") | 75 | LNFT | 480.00 | 36,000.00 | 470.00 | 35,250.00 | 428.00 | 32,100.00 | 470.00 | 35,250.00 |
| 742-05-A | abandon manhole | 9 | EACH | 600.00 | 5,400.00 | 550.00 | 4,950.00 | 500.00 | 4,500.00 | 550.00 | 4,950.00 |
| 742-05-B | abandon 10" sanitary sewer (+/- 54 lnft) | lump | LUMP | 600.00 | 600.00 | 550.00 | 550.00 | 500.00 | 500.00 | 550.00 | 550.00 |
| 742-05-C | abandon 12" sanitary sewer (+/- 1,655 lnft) | lump | LUMP | 9,500.00 | 9,500.00 | 9,100.00 | 9,100.00 | 8,275.00 | 8,275.00 | 9,000.00 | 9,000.00 |
| 742-05-D | abandon 15" sanitary sewer (+/- 1,695 lnft) | lump | LUMP | 15,000.00 | 15,000.00 | 14,450.00 | 14,450.00 | 13,150.00 | 13,150.00 | 14,000.00 | 14,000.00 |
| 742-05-E | abandon 24" sanitary sewer (+/- 732 lnft) | lump | LUMP | 16,000.00 | 16,000.00 | 15,700.00 | 15,700.00 | 14,275.00 | 14,275.00 | 15,000.00 | 15,000.00 |
| 742-06-A | sanitary sewer manhole (10' - 15' depth) | 3 | EACH | 5,200.00 | 15,600.00 | 4,950.00 | 14,850.00 | 4,500.00 | 13,500.00 | 5,000.00 | 15,000.00 |
| 742-06-B | sanitary sewer manhole (15' - 20' depth) | 4 | EACH | 7,500.00 | 30,000.00 | 7,150.00 | 28,600.00 | 6,500.00 | 26,000.00 | 7,000.00 | 28,000.00 |
| 742-06-C | sanitary sewer manhole (20' - 25' depth) | 3 | EACH | 9,800.00 | 29,400.00 | 9,350.00 | 28,050.00 | 8,500.00 | 25,500.00 | 9,500.00 | 28,500.00 |
| 742-06-D | sanitary sewer manhole (25' - 30' depth) | 3 | EACH | 11,500.00 | 34,500.00 | 11,000.00 | 33,000.00 | 10,000.00 | 30,000.00 | 11,000.00 | 33,000.00 |
| 742-07 | de-watering | lump | LUMP | 500,000.00 | 500,000.00 | 522,750.00 | 522,750.00 | 475,215.00 | 475,215.00 | 600,000.00 | 600,000.00 |
| 742-08 | sanitary sewer force main (8") | 30 | LNFT | 60.00 | 1,800.00 | 55.00 | 1,650.00 | 50.00 | 1,500.00 | 55.00 | 1,650.00 |
| 804-01-D | precast concrete piles (18") | 3,240 | LNFT | 65.00 | 210,600.00 | 140.00 | 453,600.00 | 127.67 | 413,650.80 | 95.00 | 307,800.00 |
| 804-01-F | precast concrete piles (24") | 4,290 | LNFT | 92.00 | 394,680.00 | 200.00 | 858,000.00 | 186.58 | 800,428.20 | 140.00 | 600,600.00 |
| 804-05 | precast concrete test piles | 1 | EACH | 20,000.00 | 20,000.00 | 17,500.00 | 17,500.00 | 13,487.99 | 13,487.99 | 25,000.00 | 25,000.00 |
| 804-09 | loading test piles | 1 | EACH | 25,000.00 | 25,000.00 | 15,000.00 | 15,000.00 | 22,945.92 | 22,945.92 | 15,000.00 | 15,000.00 |
| 804-10 | reloading test piles | 1 | EACH | 1,000.00 | 1,000.00 | 3,000.00 | 3,000.00 | 16,438.51 | 16,438.51 | 1,000.00 | 1,000.00 |
| 804-11 | redriving test piles | 1 | EACH | 1,000.00 | 1,000.00 | 1,800.00 | 1,800.00 | 990.40 | 990.40 | 1,000.00 | 1,000.00 |
| 804-12 | loading permanent piles | 1 | EACH | 1,000.00 | 1,000.00 | 6,000.00 | 6,000.00 | 22,945.92 | 22,945.92 | 1,000.00 | 1,000.00 |
| 804-17 | dynamic monitoring | 3 | EACH | 6,500.00 | 19,500.00 | 10,000.00 | 30,000.00 | 5,186.39 | 15,559.17 | 1,200.00 | 3,600.00 |
| 805-01-A | class a concrete (pipe headwalls) | 31.40 | CUYD | 1,500.00 | 47,100.00 | 1,000.00 | 31,400.00 | 1,350.00 | 42,390.00 | 1,500.00 | 47,100.00 |
| 805-01-F | class a concrete (bents) | 522.02 | CUYD | 650.00 | 339,313.00 | 800.00 | 417,616.00 | 931.12 | 486,063.26 | 840.00 | 438,496.80 |
| 805-03 | class aa concrete | 1,217.52 | CUYD | 700.00 | 852,264.00 | 800.00 | 974,016.00 | 702.59 | 855,417.38 | 540.00 | 657,460.80 |
| 806-01 | deformed reinforcing steel | 335,899 | LB | 1.10 | 369,488.90 | 1.50 | 503,848.50 | 1.11 | 372,847.89 | 1.10 | 369,488.90 |
| 810-01 | concrete railing (32" barrier) | 1,060.66 | LNFT | 75.00 | 79,549.50 | 60.00 | 63,639.60 | 80.72 | 85,616.48 | 70.00 | 74,246.20 |
| 813-01 | concrete approach slabs | 1,854.04 | SQYD | 240.00 | 444,969.60 | 220.00 | 407,888.80 | 175.59 | 325,550.88 | 200.00 | 370,808.00 |
| S-001 | video detection camera device and connection | 7 | EACH | 7,000.00 | 49,000.00 | 6,600.00 | 46,200.00 | 7,061.23 | 49,428.61 | 7,000.00 | 49,000.00 |
| S-002 | video detection camera system | 2 | EACH | 5,000.00 | 10,000.00 | 4,840.00 | 9,680.00 | 5,018.85 | 10,037.70 | 5,000.00 | 10,000.00 |
| S-003 | blank out sign (no left turn) | 1 | EACH | 5,200.00 | 5,200.00 | 5,025.00 | 5,025.00 | 3,936.40 | 3,936.40 | 4,000.00 | 4,000.00 |
| S-004 | blank out sign (no right turn) | 1 | EACH | 5,200.00 | 5,200.00 | 5,025.00 | 5,025.00 | 3,936.40 | 3,936.40 | 4,000.00 | 4,000.00 |
| S-005 | chain link fence (12' height)(1" black mesh) | 164 | LNFT | 160.00 | 26,240.00 | 91.00 | 14,924.00 | 147.42 | 24,176.88 | 80.00 | 13,120.00 |
| S-006 | paved gutter drain (4' wide) | 79 | EACH | 1,800.00 | 142,200.00 | 1,500.00 | 118,500.00 | 1,866.72 | 147,470.88 | 3,000.00 | 237,000.00 |
| S-007 | paved gutter drain (8' wide) | 12 | EACH | 3,000.00 | 36,000.00 | 3,000.00 | 36,000.00 | 3,202.10 | 38,425.20 | 3,600.00 | 43,200.00 |
| S-102 | dynamic analysis | 3 | EACH | 2,500.00 | 7,500.00 | 5,000.00 | 15,000.00 | 2,326.19 | 6,978.57 | 1,200.00 | 3,600.00 |
| S-103 | vibration monitoring | lump | LUMP | 5,000.00 | 5,000.00 | 20,000.00 | 20,000.00 | 25,855.00 | 25,855.00 | 30,000.00 | 30,000.00 |
| ITEM TOTAL (CONSTRUCTION BID) | 23,348,707.83 | 24,289,359.43 | 25,311,464.99 | 25,647,379.90 | |||||||
| NUMBER OF DAYS BID AT $1,000 PER DAY. | 650,000.00 | 750,000.00 | 750,000.00 | 1050 | 1,050,000.00 | ||||||
| TOTAL BID | 23,998,707.83 | 25,039,359.43 | 26,061,464.99 | 26,697,379.90 | |||||||
| Item Number | Item Description | Quantity | Unit of Measure | - 5 - JAMES CONSTRUCTION GROUP LLC |
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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 | 1,200,000.00 | 1,200,000.00 | ||||||
| 202-01 | removal of structures & obstructions | lump | LUMP | 120,000.00 | 120,000.00 | ||||||
| 202-02-A-01 | removal of bridge (32' x 190' concrete slab span) | 1 | EACH | 125,000.00 | 125,000.00 | ||||||
| 202-02-A-02 | removal of bridge (35' x 152' concrete slab span) | 1 | EACH | 120,000.00 | 120,000.00 | ||||||
| 202-02-C | removal of portland cement concrete pavement | 5,757 | SQYD | 5.00 | 28,785.00 | ||||||
| 202-02-D | removal of concrete walks & drives | 4,645 | SQYD | 6.00 | 27,870.00 | ||||||
| 202-02-G | removal of surfacing & stabilized base | 36,384.2 | SQYD | 7.40 | 269,243.08 | ||||||
| 202-02-H | removal of guard rail | 1,830 | LNFT | 4.00 | 7,320.00 | ||||||
| 202-02-I | removal of signal equipment/related items | lump | LUMP | 4,000.00 | 4,000.00 | ||||||
| 202-02-J | removal of residential septic system | 1 | EACH | 5,000.00 | 5,000.00 | ||||||
| 202-02-K-01 | removal of sign (sta 128+50 lt, 5' x 2' metal) | 1 | EACH | 300.00 | 300.00 | ||||||
| 202-02-K-02 | removal of sign (sta 131+50 lt, 3' x 10' wood) | 1 | EACH | 300.00 | 300.00 | ||||||
| 202-02-K-03 | removal of sign (sta 131+50 rt, 4' x 8' wood) | 1 | EACH | 300.00 | 300.00 | ||||||
| 202-02-K-04 | removal of sign (sta 139+50 rt, 4' x 7' brick) | 1 | EACH | 1,600.00 | 1,600.00 | ||||||
| 202-02-K-05 | removal of sign (sta 232+90 rt, 12' x 16' brick) | 1 | EACH | 2,500.00 | 2,500.00 | ||||||
| 202-02-K-06 | removal of light pole(sta 232+90 rt, 12' metal pole with camera) |
1 | EACH | 2,600.00 | 2,600.00 | ||||||
| 202-02-K-07 | removal of fence (sta 235+90 rt, brick fence) | 260 | LNFT | 11.00 | 2,860.00 | ||||||
| 202-02-K-08 | removal of sign (sta 236+05 lt, 3' x 15' brick) | 1 | EACH | 1,000.00 | 1,000.00 | ||||||
| 202-02-K-09 | removal of brick columns and entry gate (sta 236+05 lt) | lump | LUMP | 3,800.00 | 3,800.00 | ||||||
| 202-02-K-10 | removal of brick walls (sta 236+05 lt, 2-3' high subdivision entrance) |
lump | LUMP | 2,600.00 | 2,600.00 | ||||||
| 202-02-K-11 | removal of light pole (sta 236+10 lt, 10' metal pole) | 1 | EACH | 3,650.00 | 3,650.00 | ||||||
| 202-02-K-12 | removal of sign (sta 266+20 lt, 6' x 8' brick) | 1 | EACH | 300.00 | 300.00 | ||||||
| 202-02-K-13 | removal of sign (sta 289+55 lt, 13' x 6' x 4' wood) | 1 | EACH | 300.00 | 300.00 | ||||||
| 203-01 | general excavation | 59,706 | CUYD | 4.25 | 253,750.50 | ||||||
| 203-02 | drainage excavation | 2,940 | CUYD | 17.00 | 49,980.00 | ||||||
| 203-03 | embankment | 86,452 | CUYD | 11.00 | 950,972.00 | ||||||
| 204-02 | temporary hay or straw bales | 150 | EACH | 14.45 | 2,167.50 | ||||||
| 204-05-A | temporary sediment check dams (hay) | 135 | EACH | 120.00 | 16,200.00 | ||||||
| 204-05-B | temporary sediment check dams (stone) | 15 | EACH | 370.00 | 5,550.00 | ||||||
| 204-06 | temporary silt fencing | 24,000 | LNFT | 2.40 | 57,600.00 | ||||||
| 204-07 | temporary stone construction entrance | 2 | EACH | 5,300.00 | 10,600.00 | ||||||
| 302-01 | class ii base course | 20,882.5 | CUYD | 110.00 | 2,297,075.00 | ||||||
| 304-01 | lime | 1,478.93 | TON | 138.00 | 204,092.34 | ||||||
| 304-04-D | lime treatment (type d) (12" thick) | 104,332 | SQYD | 0.01 | 1,043.32 | ||||||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 2,000.0 | CUYD | 58.00 | 116,000.00 | ||||||
| 502-01 | superpave asphaltic concrete | 12,762.9 | TON | 105.00 | 1,340,104.50 | ||||||
| 601-01-G | portland cement concrete pavement (8" thick) | 101,139.4 | SQYD | 58.00 | 5,866,085.20 | ||||||
| 601-01-K | portland cement concrete pavement (10" thick) | 3,565.2 | SQYD | 73.00 | 260,259.60 | ||||||
| 601-02-G | portland cement concrete pavement (8" thick) (crossovers & turnouts) |
2,262.7 | SQYD | 88.00 | 199,117.60 | ||||||
| 601-03-C | portland cement concrete shoulder (6" thick) | 693.6 | SQYD | 74.00 | 51,326.40 | ||||||
| 701-01-I | cross drain pipe (24" rcp/pcp) | 168 | LNFT | 80.00 | 13,440.00 | ||||||
| 701-01-M | cross drain pipe (36" rcp/pcp) | 458 | LNFT | 145.00 | 66,410.00 | ||||||
| 701-01-N | cross drain pipe (42" rcp/pcp) | 908 | LNFT | 186.00 | 168,888.00 | ||||||
| 701-01-Q | cross drain pipe (60" rcp/pcp) | 46 | LNFT | 385.00 | 17,710.00 | ||||||
| 701-03-F | storm drain pipe (15" rcp/pcp) | 3,762 | LNFT | 89.00 | 334,818.00 | ||||||
| 701-03-G | storm drain pipe (18" rcp/pcp) | 1,595 | LNFT | 102.00 | 162,690.00 | ||||||
| 701-03-I | storm drain pipe (24" rcp/pcp) | 1,031 | LNFT | 118.00 | 121,658.00 | ||||||
| 701-05-G | side drain pipe (18") | 548 | LNFT | 55.00 | 30,140.00 | ||||||
| 701-05-I | side drain pipe (24") | 744 | LNFT | 66.00 | 49,104.00 | ||||||
| 701-05-I-01 | side drain pipe (24")(erosion) | 200 | LNFT | 66.00 | 13,200.00 | ||||||
| 701-05-K | side drain pipe (30") | 256 | LNFT | 82.00 | 20,992.00 | ||||||
| 701-05-M | side drain pipe (36") | 64 | LNFT | 121.00 | 7,744.00 | ||||||
| 701-05-M-01 | side drain pipe (36")(erosion) | 40 | LNFT | 121.00 | 4,840.00 | ||||||
| 701-05-N | side drain pipe (42") | 60 | LNFT | 160.00 | 9,600.00 | ||||||
| 702-02-A-01 | manholes (mh-06)(type a grate) | 1 | EACH | 5,040.00 | 5,040.00 | ||||||
| 702-02-B | manholes (r-cb-11) | 1 | EACH | 5,055.00 | 5,055.00 | ||||||
| 702-03-A | catch basins (cb-01) | 6 | EACH | 4,800.00 | 28,800.00 | ||||||
| 702-03-C | catch basins (cb-06) | 57 | EACH | 4,960.00 | 282,720.00 | ||||||
| 702-03-D | catch basins (cb-07) | 2 | EACH | 4,925.00 | 9,850.00 | ||||||
| 702-03-F | catch basins (cb-08) | 20 | EACH | 7,770.00 | 155,400.00 | ||||||
| 702-04-A | adjusting manholes | 5 | EACH | 2,000.00 | 10,000.00 | ||||||
| 703-02 | shoulder outlet underdrains | 2 | EACH | 1,750.00 | 3,500.00 | ||||||
| 703-03 | perforated pipe underdrains (4" pvc) | 23,810 | LNFT | 12.25 | 291,672.50 | ||||||
| 705-01 | barbed wire fence | 5,385 | LNFT | 5.60 | 30,156.00 | ||||||
| 705-02 | combination mesh & barbed wire fence | 183 | LNFT | 6.90 | 1,262.70 | ||||||
| 705-05 | double swinging driveway gates | 4 | DBGT | 700.00 | 2,800.00 | ||||||
| 705-06-A | chain link fence (4-foot height) | 130 | LNFT | 18.00 | 2,340.00 | ||||||
| 705-06-C | chain link fence (6-foot height) | 301 | LNFT | 26.00 | 7,826.00 | ||||||
| 705-06-D | chain link fence (7-foot height) | 1,864 | LNFT | 34.00 | 63,376.00 | ||||||
| 705-08-C | 10-foot double gates for chain link fence (6-foot height) |
1 | DBGT | 1,450.00 | 1,450.00 | ||||||
| 705-09 | rebuilt fence | 557 | LNFT | 155.00 | 86,335.00 | ||||||
| 706-02-C | concrete drive (6" thick) | 6,101.4 | SQYD | 58.00 | 353,881.20 | ||||||
| 706-03-A | incidental concrete paving (4" thick) | 4,979.7 | SQYD | 30.00 | 149,391.00 | ||||||
| 707-01 | concrete curb | 31,994.9 | LNFT | 10.00 | 319,949.00 | ||||||
| 708-01 | right-of-way monument | 131 | EACH | 120.00 | 15,720.00 | ||||||
| 708-02 | right-of-way monument witness post | 131 | EACH | 80.00 | 10,480.00 | ||||||
| 711-01-D | riprap (55 lb, 24"thick) | 237 | SQYD | 112.00 | 26,544.00 | ||||||
| 711-04 | geotextile fabric | 237 | SQYD | 3.00 | 711.00 | ||||||
| 712-04 | flexible revetment | 3,113 | SQYD | 57.00 | 177,441.00 | ||||||
| 713-01 | temporary signs & barricades | lump | LUMP | 145,700.00 | 145,700.00 | ||||||
| 713-04-A-01 | temporary pavement markings (solid line)(4" width) (type i removable) |
22.474 | MILE | 10,500.00 | 235,977.00 | ||||||
| 713-07 | temporary precast concrete barrier (contractor furnished) |
28 | EACH | 1,150.00 | 32,200.00 | ||||||
| 716-01-B | mulch (fiber) | 31.96 | TON | 1,000.00 | 31,960.00 | ||||||
| 717-01 | seeding | 1,918 | LB | 8.00 | 15,344.00 | ||||||
| 718-01 | fertilizer | 31,960 | LB | 0.32 | 10,227.20 | ||||||
| 720-01-A | erosion control system, slope protection (type a) | 667 | SQYD | 1.40 | 933.80 | ||||||
| 720-01-D | erosion control system, flexible channel liner (type d) | 23,197 | SQYD | 1.90 | 44,074.30 | ||||||
| 722-02 | project site laboratory (equipped) | 1 | EACH | 30,000.00 | 30,000.00 | ||||||
| 725-01 | temporary detour roads | 3,700.0 | SQYD | 80.00 | 296,000.00 | ||||||
| 726-01 | bedding material | 1,122.8 | CUYD | 60.00 | 67,368.00 | ||||||
| 727-01 | mobilization | lump | LUMP | 2,600,000.00 | 2,600,000.00 | ||||||
| 729-01 | sign (type a) | 416.9 | SQFT | 34.00 | 14,174.60 | ||||||
| 729-02 | sign (type b) | 173.6 | SQFT | 35.00 | 6,076.00 | ||||||
| 729-16-C | object marker assembly (type 3) | 4 | EACH | 85.00 | 340.00 | ||||||
| 731-02 | reflectorized raised pavement markers | 2,250 | EACH | 4.80 | 10,800.00 | ||||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 11.687 | MILE | 2,150.00 | 25,127.05 | ||||||
| 732-02-C | plastic pavement striping (solid line) (8" width) | 0.202 | MILE | 4,444.00 | 897.69 | ||||||
| 732-02-E | plastic pavement striping (solid line) (24" width) | 0.183 | MILE | 10,907.00 | 1,995.98 | ||||||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 10.560 | MILE | 700.00 | 7,392.00 | ||||||
| 732-04-A | plastic pavement legends & symbols (arrow) | 89 | EACH | 130.00 | 11,570.00 | ||||||
| 732-04-B | plastic pavement legends & symbols (double arrow) | 2 | EACH | 150.00 | 300.00 | ||||||
| 732-04-C | plastic pavement legends & symbols (only) | 14 | EACH | 140.00 | 1,960.00 | ||||||
| 732-04-D | plastic pavement legends & symbols (rr crossing) | 2 | EACH | 350.00 | 700.00 | ||||||
| 732-05 | removal of existing markings | 0.250 | MILE | 5,280.00 | 1,320.00 | ||||||
| 736-01 | trenching and backfilling | 2,165 | LNFT | 2.00 | 4,330.00 | ||||||
| 736-03-A | jacked or bored conduit (1" p.e.c.) | 495 | LNFT | 13.00 | 6,435.00 | ||||||
| 736-03-B | jacked or bored conduit (2" p.e.c.) | 445 | LNFT | 20.00 | 8,900.00 | ||||||
| 736-03-C | jacked or bored conduit (3" p.e.c.) | 350 | LNFT | 22.00 | 7,700.00 | ||||||
| 736-04-A | signal support (mast arm standard w/30' arm) | 1 | EACH | 11,900.00 | 11,900.00 | ||||||
| 736-04-B | signal support (mast arm standard w/40' arm) | 3 | EACH | 12,400.00 | 37,200.00 | ||||||
| 736-04-C | signal support (mast arm standard w/45' arm) | 1 | EACH | 13,400.00 | 13,400.00 | ||||||
| 736-04-D | signal support (mast arm standard w/50' arm) | 3 | EACH | 14,400.00 | 43,200.00 | ||||||
| 736-04-E | signal support (mast arm standard w/35' & 40' arms) | 1 | EACH | 16,250.00 | 16,250.00 | ||||||
| 736-05-A | signal heads (3-section, r, y, g)(l.e.d) | 15 | EACH | 1,100.00 | 16,500.00 | ||||||
| 736-05-B | signal heads (3-section, r, lty, ltg)(l.e.d) | 2 | EACH | 1,065.00 | 2,130.00 | ||||||
| 736-05-C | signal heads (5-section, r, lty, y, ltg, g)(l.e.d) | 3 | EACH | 1,645.00 | 4,935.00 | ||||||
| 736-05-D | signal heads (programmable 3-section, r, y, g)(l.e.d) | 1 | EACH | 3,150.00 | 3,150.00 | ||||||
| 736-05-E | signal heads (programmable 5-section, r, lty, y, ltg, g)(l.e.d) |
2 | EACH | 5,000.00 | 10,000.00 | ||||||
| 736-05-F | signal heads (programmable 5-section, r, rty, y, rtg, g)(l.e.d) |
1 | EACH | 5,000.00 | 5,000.00 | ||||||
| 736-06-A | signal service | 2 | EACH | 2,000.00 | 4,000.00 | ||||||
| 736-06-B | signal service (pedestal mounted) | 2 | EACH | 2,000.00 | 4,000.00 | ||||||
| 736-08 | signal controller | 2 | EACH | 19,700.00 | 39,400.00 | ||||||
| 736-09 | loop detector | 548 | LNFT | 18.00 | 9,864.00 | ||||||
| 736-10-A | underground junction box (type "e") | 8 | EACH | 350.00 | 2,800.00 | ||||||
| 736-10-B | underground junction box (type "f") | 12 | EACH | 450.00 | 5,400.00 | ||||||
| 736-10-C | underground junction box (type "h") | 2 | EACH | 1,100.00 | 2,200.00 | ||||||
| 736-11-A | conduit (1/2" p.e.c. schedule 80) | 100 | LNFT | 3.00 | 300.00 | ||||||
| 736-11-B | conduit (1" p.e.c. schedule 80) | 1,360 | LNFT | 3.00 | 4,080.00 | ||||||
| 736-11-C | conduit (2" p.e.c. schedule 80) | 120 | LNFT | 5.00 | 600.00 | ||||||
| 736-11-D | conduit (3" p.e.c. schedule 80) | 545 | LNFT | 6.50 | 3,542.50 | ||||||
| 736-12-A | conductor (2c, loop lead-in) | 2,980 | LNFT | 1.10 | 3,278.00 | ||||||
| 736-12-B | conductor (6c, signal) | 777 | LNFT | 2.50 | 1,942.50 | ||||||
| 736-12-C | conductor (10c, signal) | 4,065 | LNFT | 2.50 | 10,162.50 | ||||||
| 736-12-D | conductor (railroad preemption cable) | 340 | LNFT | 3.00 | 1,020.00 | ||||||
| 736-12-E | conductor (3c, power) | 20 | LNFT | 6.00 | 120.00 | ||||||
| 740-01 | construction layout | lump | LUMP | 300,000.00 | 300,000.00 | ||||||
| 740-02 | utility oversight and coordination | lump | LUMP | 88,000.00 | 88,000.00 | ||||||
| 742-01-A | sanitary sewer pipe (6") | 12 | LNFT | 40.00 | 480.00 | ||||||
| 742-01-B | sanitary sewer pipe (8") | 30 | LNFT | 45.00 | 1,350.00 | ||||||
| 742-01-C | sanitary sewer pipe (10") | 28 | LNFT | 50.00 | 1,400.00 | ||||||
| 742-01-D | sanitary sewer pipe (12") | 1,661 | LNFT | 179.00 | 297,319.00 | ||||||
| 742-01-E | sanitary sewer pipe (15") | 1,700 | LNFT | 343.00 | 583,100.00 | ||||||
| 742-01-F | sanitary sewer pipe (24") | 730 | LNFT | 369.00 | 269,370.00 | ||||||
| 742-01-G | sanitary sewer pipe (36") | 75 | LNFT | 428.00 | 32,100.00 | ||||||
| 742-05-A | abandon manhole | 9 | EACH | 500.00 | 4,500.00 | ||||||
| 742-05-B | abandon 10" sanitary sewer (+/- 54 lnft) | lump | LUMP | 500.00 | 500.00 | ||||||
| 742-05-C | abandon 12" sanitary sewer (+/- 1,655 lnft) | lump | LUMP | 8,275.00 | 8,275.00 | ||||||
| 742-05-D | abandon 15" sanitary sewer (+/- 1,695 lnft) | lump | LUMP | 13,150.00 | 13,150.00 | ||||||
| 742-05-E | abandon 24" sanitary sewer (+/- 732 lnft) | lump | LUMP | 14,275.00 | 14,275.00 | ||||||
| 742-06-A | sanitary sewer manhole (10' - 15' depth) | 3 | EACH | 4,500.00 | 13,500.00 | ||||||
| 742-06-B | sanitary sewer manhole (15' - 20' depth) | 4 | EACH | 6,500.00 | 26,000.00 | ||||||
| 742-06-C | sanitary sewer manhole (20' - 25' depth) | 3 | EACH | 8,500.00 | 25,500.00 | ||||||
| 742-06-D | sanitary sewer manhole (25' - 30' depth) | 3 | EACH | 10,000.00 | 30,000.00 | ||||||
| 742-07 | de-watering | lump | LUMP | 475,215.00 | 475,215.00 | ||||||
| 742-08 | sanitary sewer force main (8") | 30 | LNFT | 50.00 | 1,500.00 | ||||||
| 804-01-D | precast concrete piles (18") | 3,240 | LNFT | 90.00 | 291,600.00 | ||||||
| 804-01-F | precast concrete piles (24") | 4,290 | LNFT | 200.00 | 858,000.00 | ||||||
| 804-05 | precast concrete test piles | 1 | EACH | 80,000.00 | 80,000.00 | ||||||
| 804-09 | loading test piles | 1 | EACH | 5,000.00 | 5,000.00 | ||||||
| 804-10 | reloading test piles | 1 | EACH | 2,000.00 | 2,000.00 | ||||||
| 804-11 | redriving test piles | 1 | EACH | 2,000.00 | 2,000.00 | ||||||
| 804-12 | loading permanent piles | 1 | EACH | 2,000.00 | 2,000.00 | ||||||
| 804-17 | dynamic monitoring | 3 | EACH | 1,500.00 | 4,500.00 | ||||||
| 805-01-A | class a concrete (pipe headwalls) | 31.40 | CUYD | 1,360.00 | 42,704.00 | ||||||
| 805-01-F | class a concrete (bents) | 522.02 | CUYD | 1,070.00 | 558,561.40 | ||||||
| 805-03 | class aa concrete | 1,217.52 | CUYD | 790.00 | 961,840.80 | ||||||
| 806-01 | deformed reinforcing steel | 335,899 | LB | 1.16 | 389,642.84 | ||||||
| 810-01 | concrete railing (32" barrier) | 1,060.66 | LNFT | 60.00 | 63,639.60 | ||||||
| 813-01 | concrete approach slabs | 1,854.04 | SQYD | 200.00 | 370,808.00 | ||||||
| S-001 | video detection camera device and connection | 7 | EACH | 6,000.00 | 42,000.00 | ||||||
| S-002 | video detection camera system | 2 | EACH | 4,400.00 | 8,800.00 | ||||||
| S-003 | blank out sign (no left turn) | 1 | EACH | 4,570.00 | 4,570.00 | ||||||
| S-004 | blank out sign (no right turn) | 1 | EACH | 4,570.00 | 4,570.00 | ||||||
| S-005 | chain link fence (12' height)(1" black mesh) | 164 | LNFT | 138.00 | 22,632.00 | ||||||
| S-006 | paved gutter drain (4' wide) | 79 | EACH | 1,700.00 | 134,300.00 | ||||||
| S-007 | paved gutter drain (8' wide) | 12 | EACH | 4,200.00 | 50,400.00 | ||||||
| S-102 | dynamic analysis | 3 | EACH | 1,500.00 | 4,500.00 | ||||||
| S-103 | vibration monitoring | lump | LUMP | 15,000.00 | 15,000.00 | ||||||
| ITEM TOTAL (CONSTRUCTION BID) | 26,654,966.20 | ||||||||||
| NUMBER OF DAYS BID AT $1,000 PER DAY. | 850,000.00 | ||||||||||
| TOTAL BID | 27,504,966.20 | ||||||||||