| |||
| DBE GOAL FED | |||
| Lead Project: 454-02-0035 | |||
| Parish: LIVINGSTON | |||
| Routes: I-12, LA 1026 | |||
| Description: JUBAN ROAD INTERCHANGE AT I-12 | |||
| Type Const:
grading, lime treatment, drainage structures, superpave asphaltic concrete pavement, portland cement concrete pavement, type iv girder span bridge and related work. | |||
| Rank | License | Bidder | Amount |
|---|---|---|---|
| 1 | 39462 | DENTON-JAMES LLC | $16,392,893.35 |
| 2 | 14807 | RICHARD PRICE CONTRACTING CO., LLC | $15,851,700.99 |
| 3 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $16,471,633.45 |
| 4 | 02179 | BOH BROS. CONSTRUCTION CO., LLC. | $17,121,533.62 |
| 5 | 00755 | L & A CONTRACTING CO. | $17,346,939.41 |
| 34567 | JAMES CONSTRUCTION GROUP LLC | IRREGULAR |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - DENTON-JAMES LLC |
- 2 - RICHARD PRICE CONTRACTING CO., LLC |
- 3 - GILCHRIST CONSTRUCTION CO. LLC |
- 4 - BOH BROS. CONSTRUCTION CO., LLC. |
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing & grubbing | lump | LUMP | 870,000.00 | 870,000.00 | 113,000.00 | 113,000.00 | 350,000.00 | 350,000.00 | 300,000.00 | 300,000.00 |
| 202-01 | removal of structures & obstructions | lump | LUMP | 8,000.00 | 8,000.00 | 62,000.00 | 62,000.00 | 4,000.00 | 4,000.00 | 30,000.00 | 30,000.00 |
| 202-02-A-01 | removal of bridges - str. no. 62328321303141 (sta 136+21.06 ; 242' x 24' prestressed girder bridge) |
1 | EACH | 50,000.00 | 50,000.00 | 84,000.00 | 84,000.00 | 100,000.00 | 100,000.00 | 60,000.00 | 60,000.00 |
| 202-02-G | removal of surfacing & stabilized base | 15,241.1 | SQYD | 3.50 | 53,343.85 | 5.00 | 76,205.50 | 3.00 | 45,723.30 | 6.00 | 91,446.60 |
| 202-02-H | removal of guard rail | 736 | LNFT | 3.00 | 2,208.00 | 3.50 | 2,576.00 | 9.00 | 6,624.00 | 3.00 | 2,208.00 |
| 202-02-I | remove existing sign | 4 | EACH | 250.00 | 1,000.00 | 100.00 | 400.00 | 300.00 | 1,200.00 | 340.00 | 1,360.00 |
| 202-02-J | remove existing sign supports | 4 | EACH | 350.00 | 1,400.00 | 250.00 | 1,000.00 | 400.00 | 1,600.00 | 340.00 | 1,360.00 |
| 202-02-01 | removal of single family residence (sta. 115+58 left of center line) |
1 | EACH | 6,000.00 | 6,000.00 | 1,500.00 | 1,500.00 | 4,000.00 | 4,000.00 | 5,000.00 | 5,000.00 |
| 202-02-02 | removal of wood frame building on slab (sta. 127+30 left of center line) |
1 | EACH | 5,000.00 | 5,000.00 | 1,500.00 | 1,500.00 | 2,000.00 | 2,000.00 | 3,000.00 | 3,000.00 |
| 202-02-03 | removal of sewerage treatment plant (sta. 42+85 se ramp rt.) |
1 | EACH | 10,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | 2,300.00 | 2,300.00 | 6,000.00 | 6,000.00 |
| 203-01 | general excavation | 122,715 | CUYD | 4.20 | 515,403.00 | 3.50 | 429,502.50 | 2.60 | 319,059.00 | 8.45 | 1,036,941.75 |
| 203-02 | drainage excavation | 5,000 | CUYD | 6.00 | 30,000.00 | 7.00 | 35,000.00 | 6.00 | 30,000.00 | 9.00 | 45,000.00 |
| 203-03 | muck excavation | 5,000 | CUYD | 7.00 | 35,000.00 | 10.00 | 50,000.00 | 6.00 | 30,000.00 | 9.00 | 45,000.00 |
| 203-04 | embankment | 410,741 | CUYD | 8.50 | 3,491,298.50 | 7.88 | 3,236,639.08 | 11.00 | 4,518,151.00 | 9.50 | 3,902,039.50 |
| 203-05 | nonplastic embankment | 5,477 | CUYD | 47.00 | 257,419.00 | 53.00 | 290,281.00 | 58.00 | 317,666.00 | 53.00 | 290,281.00 |
| 203-09 | geotextile fabric | 35,825.0 | SQYD | 1.10 | 39,407.50 | 1.35 | 48,363.75 | 1.00 | 35,825.00 | 2.10 | 75,232.50 |
| 204-02 | temporary hay or straw bales | 100 | EACH | 7.00 | 700.00 | 8.00 | 800.00 | 16.00 | 1,600.00 | 7.00 | 700.00 |
| 204-03 | temporary slope drains | 8 | LNFT | 100.00 | 800.00 | 25.00 | 200.00 | 75.00 | 600.00 | 90.00 | 720.00 |
| 204-05-A | temporary sediment check dams (hay) | 8 | EACH | 100.00 | 800.00 | 150.00 | 1,200.00 | 250.00 | 2,000.00 | 100.00 | 800.00 |
| 204-05-B | temporary sediment check dams (stone) | 2 | EACH | 600.00 | 1,200.00 | 500.00 | 1,000.00 | 800.00 | 1,600.00 | 800.00 | 1,600.00 |
| 204-06 | temporary silt fencing | 5,000 | LNFT | 1.30 | 6,500.00 | 2.00 | 10,000.00 | 2.00 | 10,000.00 | 1.30 | 6,500.00 |
| 204-07 | temporary stone construction entrance | 2 | EACH | 1,500.00 | 3,000.00 | 2,500.00 | 5,000.00 | 3,500.00 | 7,000.00 | 4,000.00 | 8,000.00 |
| 302-02-C | class ii base course (10" thick) | 73,761.0 | SQYD | 15.50 | 1,143,295.50 | 16.50 | 1,217,056.50 | 16.00 | 1,180,176.00 | 15.65 | 1,154,359.65 |
| 304-01 | lime | 1,617.51 | TON | 120.00 | 194,101.20 | 124.00 | 200,571.24 | 100.00 | 161,751.00 | 120.00 | 194,101.20 |
| 304-04-D | lime treatment (type d) (12" thick) | 34,233 | SQYD | 1.80 | 61,619.40 | 1.45 | 49,637.85 | 1.00 | 34,233.00 | 2.60 | 89,005.80 |
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 100.0 | CUYD | 60.00 | 6,000.00 | 40.00 | 4,000.00 | 40.00 | 4,000.00 | 33.00 | 3,300.00 |
| 502-01 | superpave asphaltic concrete | 6,398.7 | TON | 75.00 | 479,902.50 | 82.50 | 527,892.75 | 80.00 | 511,896.00 | 79.00 | 505,497.30 |
| 502-01-A | superpave asphaltic concrete, paved drives and turnouts |
391.6 | TON | 130.00 | 50,908.00 | 99.00 | 38,768.40 | 130.00 | 50,908.00 | 95.00 | 37,202.00 |
| 509-01 | cold planing asphaltic pavement | 8,143 | SQYD | 2.60 | 21,171.80 | 2.75 | 22,393.25 | 1.75 | 14,250.25 | 2.00 | 16,286.00 |
| 509-02 | contractor retained reclaimed asphaltic pavement | - 149 | CUYD | 1.00 | - 149.00 | 10.00 | - 1,490.00 | 1.00 | - 149.00 | 1.00 | - 149.00 |
| 601-01-K | portland cement concrete pavement (10" thick) | 60,314.1 | SQYD | 45.00 | 2,714,134.50 | 49.50 | 2,985,547.95 | 39.00 | 2,352,249.90 | 47.25 | 2,849,841.22 |
| 601-02-K | portland cement concrete pavement (10" thick) (crossovers & turnouts) |
11,022.0 | SQYD | 47.50 | 523,545.00 | 52.25 | 575,899.50 | 46.00 | 507,012.00 | 50.00 | 551,100.00 |
| 601-04 | portland cement concrete pavement coring | 18 | EACH | 150.00 | 2,700.00 | 250.00 | 4,500.00 | 100.00 | 1,800.00 | 100.00 | 1,800.00 |
| 602-10 | longitudinal shoulder joints | 5,390 | LNFT | 1.30 | 7,007.00 | 2.50 | 13,475.00 | 3.00 | 16,170.00 | 1.00 | 5,390.00 |
| 602-11 | removal of existing shoulder underdrain systems | 5,390 | LNFT | 4.00 | 21,560.00 | 7.00 | 37,730.00 | 2.00 | 10,780.00 | 6.00 | 32,340.00 |
| 701-01-I | cross drain pipe (24" rcp) | 520 | LNFT | 45.00 | 23,400.00 | 46.00 | 23,920.00 | 44.00 | 22,880.00 | 50.00 | 26,000.00 |
| 701-01-K | cross drain pipe (30" rcp) | 1,544 | LNFT | 54.00 | 83,376.00 | 63.00 | 97,272.00 | 48.00 | 74,112.00 | 58.00 | 89,552.00 |
| 701-02-B | cross drain pipe arch (18" equiv. rcpa) | 88 | LNFT | 44.00 | 3,872.00 | 43.00 | 3,784.00 | 58.00 | 5,104.00 | 50.00 | 4,400.00 |
| 701-02-D | cross drain pipe arch (24" equiv. rcpa) | 304 | LNFT | 52.00 | 15,808.00 | 52.00 | 15,808.00 | 52.00 | 15,808.00 | 55.00 | 16,720.00 |
| 701-02-E | cross drain pipe arch (30" equiv. rcpa) | 144 | LNFT | 60.00 | 8,640.00 | 71.00 | 10,224.00 | 60.00 | 8,640.00 | 61.00 | 8,784.00 |
| 701-03-G | storm drain pipe (18" rcp/pcp) | 8 | LNFT | 64.00 | 512.00 | 85.00 | 680.00 | 170.00 | 1,360.00 | 51.00 | 408.00 |
| 701-05-G | side drain pipe (18") | 200 | LNFT | 42.00 | 8,400.00 | 30.00 | 6,000.00 | 32.00 | 6,400.00 | 40.00 | 8,000.00 |
| 701-05-I | side drain pipe (24") | 120 | LNFT | 46.00 | 5,520.00 | 36.00 | 4,320.00 | 50.00 | 6,000.00 | 56.00 | 6,720.00 |
| 701-06-B | side drain pipe arch (18" equiv.) | 80 | LNFT | 46.00 | 3,680.00 | 33.00 | 2,640.00 | 72.00 | 5,760.00 | 52.00 | 4,160.00 |
| 701-10-K | reinforced concrete pipe (extension)(30") | 72 | LNFT | 70.00 | 5,040.00 | 86.00 | 6,192.00 | 76.00 | 5,472.00 | 82.00 | 5,904.00 |
| 702-01 | junction boxes(mh-20x9) | 2 | EACH | 5,500.00 | 11,000.00 | 7,500.00 | 15,000.00 | 2,800.00 | 5,600.00 | 19,000.00 | 38,000.00 |
| 702-03-A | catch basins (cb-01) | 1 | EACH | 4,500.00 | 4,500.00 | 3,000.00 | 3,000.00 | 3,800.00 | 3,800.00 | 2,000.00 | 2,000.00 |
| 703-03 | perforated pipe underdrains | 1,380 | LNFT | 7.00 | 9,660.00 | 8.00 | 11,040.00 | 4.00 | 5,520.00 | 7.00 | 9,660.00 |
| 703-04 | nonperforated pipe underdrains | 460 | LNFT | 8.00 | 3,680.00 | 8.00 | 3,680.00 | 4.00 | 1,840.00 | 15.00 | 6,900.00 |
| 704-01-C | guard rail (double thrie beam) (3'-1 1/2" post spacing) | 512.5 | LNFT | 45.00 | 23,062.50 | 46.75 | 23,959.37 | 43.00 | 22,037.50 | 45.00 | 23,062.50 |
| 704-03 | blocked out guard rail | 825.0 | LNFT | 17.00 | 14,025.00 | 17.60 | 14,520.00 | 18.00 | 14,850.00 | 17.00 | 14,025.00 |
| 704-06 | guard rail anchor sections (trailing end) | 6.3 | LNFT | 65.00 | 409.50 | 66.00 | 415.80 | 65.00 | 409.50 | 63.00 | 396.90 |
| 704-06-A | guard rail anchor sections (trailing end) (single thrie beam) |
12.5 | LNFT | 75.00 | 937.50 | 88.00 | 1,100.00 | 85.00 | 1,062.50 | 84.00 | 1,050.00 |
| 704-08-B | guard rail transitions (double thrie beam) | 41.7 | LNFT | 39.00 | 1,626.30 | 48.00 | 2,001.60 | 45.00 | 1,876.50 | 46.00 | 1,918.20 |
| 704-11-A | guard rail end treatment (flared) | 2 | EACH | 1,800.00 | 3,600.00 | 2,035.00 | 4,070.00 | 2,000.00 | 4,000.00 | 2,000.00 | 4,000.00 |
| 704-11-B | guard rail end treatment (tangent) | 1 | EACH | 2,000.00 | 2,000.00 | 2,420.00 | 2,420.00 | 2,300.00 | 2,300.00 | 2,000.00 | 2,000.00 |
| 704-11-C | guard rail end treatment (bi-directional) | 2 | EACH | 4,500.00 | 9,000.00 | 4,400.00 | 8,800.00 | 4,200.00 | 8,400.00 | 4,000.00 | 8,000.00 |
| 705-06-B | chain link fence (5-foot height) | 5,820 | LNFT | 10.30 | 59,946.00 | 11.50 | 66,930.00 | 11.00 | 64,020.00 | 11.00 | 64,020.00 |
| 706-03-A | incidental concrete paving (4" thick) | 2,107.2 | SQYD | 35.00 | 73,752.00 | 35.00 | 73,752.00 | 40.00 | 84,288.00 | 40.00 | 84,288.00 |
| 707-01 | concrete curb | 7,994.0 | LNFT | 5.00 | 39,970.00 | 8.00 | 63,952.00 | 6.50 | 51,961.00 | 5.50 | 43,967.00 |
| 707-03 | combination concrete curb & gutter | 324.0 | LNFT | 25.00 | 8,100.00 | 21.00 | 6,804.00 | 30.00 | 9,720.00 | 22.00 | 7,128.00 |
| 708-01 | right-of-way monument | 50 | EACH | 100.00 | 5,000.00 | 125.00 | 6,250.00 | 200.00 | 10,000.00 | 200.00 | 10,000.00 |
| 708-02 | right-of-way monument witness post | 50 | EACH | 100.00 | 5,000.00 | 125.00 | 6,250.00 | 200.00 | 10,000.00 | 200.00 | 10,000.00 |
| 710-01 | flowable fill | 11 | CUYD | 200.00 | 2,200.00 | 150.00 | 1,650.00 | 110.00 | 1,210.00 | 170.00 | 1,870.00 |
| 712-01-A | concrete cast-in-place revetment (4" thick) | 1,693 | SQYD | 38.00 | 64,334.00 | 44.00 | 74,492.00 | 40.00 | 67,720.00 | 57.00 | 96,501.00 |
| 713-01 | temporary signs & barricades | lump | LUMP | 160,000.00 | 160,000.00 | 210,000.00 | 210,000.00 | 100,000.00 | 100,000.00 | 84,000.00 | 84,000.00 |
| 713-04-A | temporary pavement markings (broken line)(4" width)(4' length) |
4.000 | MILE | 350.00 | 1,400.00 | 5,000.00 | 20,000.00 | 330.00 | 1,320.00 | 3,000.00 | 12,000.00 |
| 713-04-B-01 | temporary pvmt. markings (broken line)(4" w)(10' l) (type i removable) |
1.742 | MILE | 3,300.00 | 5,748.60 | 3,000.00 | 5,226.00 | 3,600.00 | 6,271.20 | 3,500.00 | 6,097.00 |
| 713-05-A | temporary pavement markings (solid line)(4" width) | 4.000 | MILE | 760.00 | 3,040.00 | 1,100.00 | 4,400.00 | 850.00 | 3,400.00 | 800.00 | 3,200.00 |
| 713-05-A-01 | temporary pavement markings (solid line)(4" width) (type 1 removable) |
2.234 | MILE | 13,000.00 | 29,042.00 | 11,616.00 | 25,950.14 | 13,500.00 | 30,159.00 | 13,500.00 | 30,159.00 |
| 713-07 | temporary reflectorized raised pavement markers | 264 | EACH | 5.00 | 1,320.00 | 8.00 | 2,112.00 | 5.50 | 1,452.00 | 5.00 | 1,320.00 |
| 713-09 | temporary precast concrete barrier (department furnished) |
700 | EACH | 200.00 | 140,000.00 | 230.00 | 161,000.00 | 185.00 | 129,500.00 | 188.00 | 131,600.00 |
| 717-01 | seeding | 750 | LB | 6.00 | 4,500.00 | 7.50 | 5,625.00 | 6.50 | 4,875.00 | 6.00 | 4,500.00 |
| 720-01-A | erosion control system, slope protection (type a) | 120,000 | SQYD | 0.85 | 102,000.00 | 1.00 | 120,000.00 | 1.10 | 132,000.00 | 1.00 | 120,000.00 |
| 722-01 | project site laboratory | 1 | EACH | 20,000.00 | 20,000.00 | 15,000.00 | 15,000.00 | 24,000.00 | 24,000.00 | 20,000.00 | 20,000.00 |
| 724-01 | pavement patching | 200 | SQYD | 75.00 | 15,000.00 | 95.00 | 19,000.00 | 100.00 | 20,000.00 | 88.00 | 17,600.00 |
| 726-01 | bedding material | 293.3 | CUYD | 40.00 | 11,732.00 | 30.00 | 8,799.00 | 50.00 | 14,665.00 | 46.00 | 13,491.80 |
| 727-01 | mobilization | lump | LUMP | 1,600,000.00 | 1,600,000.00 | 1,200,000.00 | 1,200,000.00 | 1,500,000.00 | 1,500,000.00 | 1,150,000.00 | 1,150,000.00 |
| 729-01 | sign (type a) | 452.8 | SQFT | 20.00 | 9,056.00 | 22.00 | 9,961.60 | 22.00 | 9,961.60 | 21.00 | 9,508.80 |
| 729-01-A | sign (type a)(r10-12)(24"x30") | 10.0 | SQFT | 20.00 | 200.00 | 22.00 | 220.00 | 22.00 | 220.00 | 21.00 | 210.00 |
| 729-01-B | sign (type a)(r3-2)(24"x24") | 8.0 | SQFT | 20.00 | 160.00 | 22.00 | 176.00 | 22.00 | 176.00 | 21.00 | 168.00 |
| 729-01-C | sign (type a)(r3-6l)(30"x36") | 15.0 | SQFT | 20.00 | 300.00 | 22.00 | 330.00 | 22.00 | 330.00 | 21.00 | 315.00 |
| 729-01-D | sign (type a)(r3-5l)(30"x36") | 7.5 | SQFT | 20.00 | 150.00 | 22.00 | 165.00 | 22.00 | 165.00 | 21.00 | 157.50 |
| 729-04 | sign (type d) | 995.0 | SQFT | 22.00 | 21,890.00 | 24.50 | 24,377.50 | 24.00 | 23,880.00 | 23.00 | 22,885.00 |
| 729-05 | sign (type e) | 85.0 | SQFT | 26.00 | 2,210.00 | 29.00 | 2,465.00 | 29.00 | 2,465.00 | 27.00 | 2,295.00 |
| 729-08-A | mounting (2 1/2" post) | 30 | EACH | 600.00 | 18,000.00 | 660.00 | 19,800.00 | 650.00 | 19,500.00 | 630.00 | 18,900.00 |
| 729-08-B | mounting (3 1/2" post) | 8 | EACH | 700.00 | 5,600.00 | 765.00 | 6,120.00 | 750.00 | 6,000.00 | 730.00 | 5,840.00 |
| 729-08-E | mounting (s3 x 5.7) | 2 | EACH | 600.00 | 1,200.00 | 660.00 | 1,320.00 | 650.00 | 1,300.00 | 630.00 | 1,260.00 |
| 729-08-F | mounting (w6 x 12) | 16 | EACH | 700.00 | 11,200.00 | 770.00 | 12,320.00 | 750.00 | 12,000.00 | 730.00 | 11,680.00 |
| 729-08-G | mounting (w8 x 18) | 10 | EACH | 1,200.00 | 12,000.00 | 1,320.00 | 13,200.00 | 1,300.00 | 13,000.00 | 1,200.00 | 12,000.00 |
| 729-19-B | dead end road installations(type b) | 1 | EACH | 1,400.00 | 1,400.00 | 1,000.00 | 1,000.00 | 1,300.00 | 1,300.00 | 1,200.00 | 1,200.00 |
| 731-01 | nonreflectorized raised pavement markers | 240 | EACH | 11.00 | 2,640.00 | 12.00 | 2,880.00 | 12.00 | 2,880.00 | 12.00 | 2,880.00 |
| 731-02 | reflectorized raised pavement markers | 2,175 | EACH | 5.10 | 11,092.50 | 5.60 | 12,180.00 | 6.00 | 13,050.00 | 5.00 | 10,875.00 |
| 732-01-E | plastic pavement striping (24" width) | 3,939 | LNFT | 3.00 | 11,817.00 | 2.75 | 10,832.25 | 3.30 | 12,998.70 | 3.00 | 11,817.00 |
| 732-02-A | plastic pavement striping (solid line) (4" width) | 7.588 | MILE | 1,900.00 | 14,417.20 | 2,079.00 | 15,775.45 | 2,000.00 | 15,176.00 | 2,000.00 | 15,176.00 |
| 732-02-C | plastic pavement striping (solid line) (8" width) | 2.349 | MILE | 3,800.00 | 8,926.20 | 4,158.00 | 9,767.14 | 4,000.00 | 9,396.00 | 4,000.00 | 9,396.00 |
| 732-03-A | plastic pavement striping (broken line)(4" width) | 1.911 | MILE | 800.00 | 1,528.80 | 858.00 | 1,639.63 | 900.00 | 1,719.90 | 800.00 | 1,528.80 |
| 732-03-A-01 | plastic pvmt striping (broken line)(4"width)preformed marking tape (type v) |
1.877 | MILE | 3,400.00 | 6,381.80 | 3,630.00 | 6,813.51 | 3,600.00 | 6,757.20 | 3,400.00 | 6,381.80 |
| 732-04-A | plastic pavement legends & symbols (arrow) | 24 | EACH | 140.00 | 3,360.00 | 150.00 | 3,600.00 | 150.00 | 3,600.00 | 140.00 | 3,360.00 |
| 732-04-B | plastic pavement legends & symbols (double arrow) | 1 | EACH | 200.00 | 200.00 | 215.00 | 215.00 | 220.00 | 220.00 | 200.00 | 200.00 |
| 732-04-C | plastic pavement legends & symbols (only) | 12 | EACH | 130.00 | 1,560.00 | 138.00 | 1,656.00 | 135.00 | 1,620.00 | 130.00 | 1,560.00 |
| 735-01 | mailboxes | 2 | EACH | 1.00 | 2.00 | 220.00 | 440.00 | 10.00 | 20.00 | 30.00 | 60.00 |
| 735-02 | mailbox supports (single) | 2 | EACH | 150.00 | 300.00 | 200.00 | 400.00 | 160.00 | 320.00 | 200.00 | 400.00 |
| 736-01 | trenching and backfilling | 790 | LNFT | 4.50 | 3,555.00 | 4.90 | 3,871.00 | 2.50 | 1,975.00 | 5.00 | 3,950.00 |
| 736-03-A | jacked or bored conduit (2" sch.80) | 70 | LNFT | 10.00 | 700.00 | 12.00 | 840.00 | 14.00 | 980.00 | 10.00 | 700.00 |
| 736-03-B | jacked or bored conduit (3" sch. 80) | 1,510 | LNFT | 10.60 | 16,006.00 | 11.75 | 17,742.50 | 18.00 | 27,180.00 | 11.00 | 16,610.00 |
| 736-04-A | signal support (50' mast arm) | 2 | EACH | 11,200.00 | 22,400.00 | 12,272.00 | 24,544.00 | 9,000.00 | 18,000.00 | 12,000.00 | 24,000.00 |
| 736-04-B | signal support (30'/40' dual mast arms) | 1 | EACH | 12,200.00 | 12,200.00 | 13,406.00 | 13,406.00 | 11,000.00 | 11,000.00 | 13,000.00 | 13,000.00 |
| 736-04-C | signal support (30'/45' dual mast arms) | 1 | EACH | 12,500.00 | 12,500.00 | 13,708.00 | 13,708.00 | 11,500.00 | 11,500.00 | 13,000.00 | 13,000.00 |
| 736-05-A | signal heads (l.e.d.,3-section, 12" lenses,r,y,g) | 12 | EACH | 1,100.00 | 13,200.00 | 1,220.00 | 14,640.00 | 800.00 | 9,600.00 | 1,200.00 | 14,400.00 |
| 736-05-B | signal heads (l.e.d.,5-section, 12" lenses, r,y,lt.y,lt.g,g) |
2 | EACH | 1,600.00 | 3,200.00 | 1,766.00 | 3,532.00 | 1,250.00 | 2,500.00 | 2,000.00 | 4,000.00 |
| 736-08 | signal controller (nema,ts-2,type2,8-phase;type vi cabinet) |
2 | EACH | 14,000.00 | 28,000.00 | 15,415.00 | 30,830.00 | 20,000.00 | 40,000.00 | 15,000.00 | 30,000.00 |
| 736-09 | loop detector | 380 | LNFT | 10.00 | 3,800.00 | 11.00 | 4,180.00 | 9.50 | 3,610.00 | 11.00 | 4,180.00 |
| 736-10-A | underground junction box (type f) | 4 | EACH | 500.00 | 2,000.00 | 525.00 | 2,100.00 | 500.00 | 2,000.00 | 500.00 | 2,000.00 |
| 736-10-B | underground junction box (type g) | 4 | EACH | 800.00 | 3,200.00 | 856.00 | 3,424.00 | 925.00 | 3,700.00 | 800.00 | 3,200.00 |
| 736-10-C | underground junction box (type h) | 2 | EACH | 1,100.00 | 2,200.00 | 1,215.00 | 2,430.00 | 1,100.00 | 2,200.00 | 1,000.00 | 2,000.00 |
| 736-11-A | conduit (1/2" pec. sch.80) | 35 | LNFT | 2.50 | 87.50 | 3.00 | 105.00 | 2.20 | 77.00 | 3.00 | 105.00 |
| 736-11-B | conduit (2" pec. sch.80) | 755 | LNFT | 3.00 | 2,265.00 | 3.50 | 2,642.50 | 3.50 | 2,642.50 | 3.00 | 2,265.00 |
| 736-12-A | conductor (2c, loop lead-in,#14 awg shielded and stranded) |
1,020 | LNFT | 1.80 | 1,836.00 | 2.00 | 2,040.00 | 1.10 | 1,122.00 | 2.00 | 2,040.00 |
| 736-12-B | conductor (6 pr.,imsa 20-6, #19 awg solid, twisted pair) |
775 | LNFT | 2.40 | 1,860.00 | 2.60 | 2,015.00 | 2.00 | 1,550.00 | 2.00 | 1,550.00 |
| 736-12-C | conductor (10c, signal, #14 awg standed) | 970 | LNFT | 2.30 | 2,231.00 | 2.60 | 2,522.00 | 1.50 | 1,455.00 | 2.00 | 1,940.00 |
| 739-01 | hydro-seeding | 46.50 | ACRE | 750.00 | 34,875.00 | 958.00 | 44,547.00 | 850.00 | 39,525.00 | 800.00 | 37,200.00 |
| 740-01 | construction layout | lump | LUMP | 200,000.00 | 200,000.00 | 140,000.00 | 140,000.00 | 200,000.00 | 200,000.00 | 350,000.00 | 350,000.00 |
| 802-01 | structural excavation | 623.3 | CUYD | 11.00 | 6,856.30 | 44.00 | 27,425.20 | 15.00 | 9,349.50 | 60.00 | 37,398.00 |
| 804-01-B | precast concrete piles (14") | 9,152 | LNFT | 25.00 | 228,800.00 | 23.10 | 211,411.20 | 22.00 | 201,344.00 | 24.50 | 224,224.00 |
| 804-01-D | precast concrete piles (18") | 3,792 | LNFT | 38.00 | 144,096.00 | 35.20 | 133,478.40 | 36.00 | 136,512.00 | 36.00 | 136,512.00 |
| 804-05 | precast concrete test piles | 1 | EACH | 25,000.00 | 25,000.00 | 16,500.00 | 16,500.00 | 25,000.00 | 25,000.00 | 16,000.00 | 16,000.00 |
| 804-09 | loading test piles | 1 | EACH | 1,000.00 | 1,000.00 | 16,500.00 | 16,500.00 | 5,000.00 | 5,000.00 | 1,000.00 | 1,000.00 |
| 804-10 | reloading test piles | 1 | EACH | 100.00 | 100.00 | 550.00 | 550.00 | 100.00 | 100.00 | 1,000.00 | 1,000.00 |
| 804-11 | redriving test piles | 1 | EACH | 100.00 | 100.00 | 550.00 | 550.00 | 100.00 | 100.00 | 2,500.00 | 2,500.00 |
| 804-12 | loading permanent piles | 1 | EACH | 100.00 | 100.00 | 550.00 | 550.00 | 100.00 | 100.00 | 9,500.00 | 9,500.00 |
| 804-17 | dynamic monitoring | 3 | EACH | 1,500.00 | 4,500.00 | 1,650.00 | 4,950.00 | 1,200.00 | 3,600.00 | 3,300.00 | 9,900.00 |
| 805-01-B | class a concrete (box culvert headwalls) | 23.75 | CUYD | 850.00 | 20,187.50 | 850.00 | 20,187.50 | 1,200.00 | 28,500.00 | 900.00 | 21,375.00 |
| 805-01-D | class a concrete (footings) | 289.71 | CUYD | 250.00 | 72,427.50 | 358.00 | 103,716.18 | 160.00 | 46,353.60 | 400.00 | 115,884.00 |
| 805-01-F | class a concrete (bents) | 568.88 | CUYD | 450.00 | 255,996.00 | 475.00 | 270,218.00 | 425.00 | 241,774.00 | 550.00 | 312,884.00 |
| 805-03 | class aa concrete | 1,111.26 | CUYD | 400.00 | 444,504.00 | 385.00 | 427,835.10 | 425.00 | 472,285.50 | 480.00 | 533,404.80 |
| 805-08-D | precast-prestressed concrete girders (type iv) | 5,970.7 | LNFT | 95.00 | 567,216.50 | 93.50 | 558,260.45 | 90.00 | 537,363.00 | 100.00 | 597,070.00 |
| 805-11 | strip seal joints | 196.00 | LNFT | 100.00 | 19,600.00 | 138.00 | 27,048.00 | 115.00 | 22,540.00 | 80.00 | 15,680.00 |
| 805-12-E | reinforced concrete box culverts (4'x 4') | 364.0 | LNFT | 230.00 | 83,720.00 | 260.00 | 94,640.00 | 450.00 | 163,800.00 | 215.00 | 78,260.00 |
| 805-12-H | reinforced concrete box culverts (7'x 4') | 176.0 | LNFT | 450.00 | 79,200.00 | 437.00 | 76,912.00 | 650.00 | 114,400.00 | 320.00 | 56,320.00 |
| 806-01 | deformed reinforcing steel | 454,162 | LB | 0.60 | 272,497.20 | 0.77 | 349,704.74 | 0.65 | 295,205.30 | 0.70 | 317,913.40 |
| 807-06 | structural metalwork | lump | LUMP | 6,000.00 | 6,000.00 | 11,000.00 | 11,000.00 | 7,000.00 | 7,000.00 | 8,000.00 | 8,000.00 |
| 810-01 | concrete railing (barrier) | 880.00 | LNFT | 37.00 | 32,560.00 | 42.00 | 36,960.00 | 50.00 | 44,000.00 | 36.00 | 31,680.00 |
| 813-01 | concrete approach slabs | 877.04 | SQYD | 130.00 | 114,015.20 | 159.00 | 139,449.36 | 160.00 | 140,326.40 | 120.00 | 105,244.80 |
| S-001 | video detection device and connection | 4 | ea | 5,400.00 | 21,600.00 | 5,910.00 | 23,640.00 | 4,400.00 | 17,600.00 | 5,700.00 | 22,800.00 |
| S-002 | video detection system | 2 | ea | 2,200.00 | 4,400.00 | 2,400.00 | 4,800.00 | 12,000.00 | 24,000.00 | 2,000.00 | 4,000.00 |
| S-003 | inclinometer settlement monitoring instrumentation | lump | LUMP | 25,000.00 | 25,000.00 | 39,000.00 | 39,000.00 | 24,000.00 | 24,000.00 | 35,000.00 | 35,000.00 |
| S-101 | dynamic analysis | 3 | EACH | 1,000.00 | 3,000.00 | 1,100.00 | 3,300.00 | 1,500.00 | 4,500.00 | 3,300.00 | 9,900.00 |
| S-102 | vertical wick drains | 428,860 | LNFT | 0.35 | 150,101.00 | 0.41 | 175,832.60 | 0.36 | 154,389.60 | 0.33 | 141,523.80 |
| S-103 | settlement plates (installation & monitoring) | 6 | EACH | 2,500.00 | 15,000.00 | 2,000.00 | 12,000.00 | 1,000.00 | 6,000.00 | 1,100.00 | 6,600.00 |
| S-104 | cast-in-place revetment (catch basins) | 1 | each | 2,500.00 | 2,500.00 | 600.00 | 600.00 | 400.00 | 400.00 | 4,000.00 | 4,000.00 |
| S-105 | variable message sign unit | 4 | each | 18,000.00 | 72,000.00 | 20,680.00 | 82,720.00 | 20,000.00 | 80,000.00 | 10,500.00 | 42,000.00 |
| S-106 | saw cut slab at new right of way line (sta. 117+20, sta. 123+50) |
100 | LNFT | 10.00 | 1,000.00 | 10.00 | 1,000.00 | 16.00 | 1,600.00 | 11.00 | 1,100.00 |
| CONTRACTOR TOTAL | 16,392,893.35 | 15,851,700.99 | 16,471,633.45 | 17,121,533.62 | |||||||
| Item Number | Item Description | Quantity | Unit of Measure | - 5 - L & A CONTRACTING CO. |
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 | 640,000.00 | 640,000.00 | 490,000.00 | 490,000.00 | ||||
| 202-01 | removal of structures & obstructions | lump | LUMP | 16,500.00 | 16,500.00 | 15,000.00 | 15,000.00 | ||||
| 202-02-A-01 | removal of bridges - str. no. 62328321303141 (sta 136+21.06 ; 242' x 24' prestressed girder bridge) |
1 | EACH | 40,000.00 | 40,000.00 | 170,000.00 | 170,000.00 | ||||
| 202-02-G | removal of surfacing & stabilized base | 15,241.1 | SQYD | 4.55 | 69,347.00 | 4.00 | 60,964.40 | ||||
| 202-02-H | removal of guard rail | 736 | LNFT | 4.40 | 3,238.40 | 2.50 | 1,840.00 | ||||
| 202-02-I | remove existing sign | 4 | EACH | 262.50 | 1,050.00 | 250.00 | 1,000.00 | ||||
| 202-02-J | remove existing sign supports | 4 | EACH | 367.50 | 1,470.00 | 350.00 | 1,400.00 | ||||
| 202-02-01 | removal of single family residence (sta. 115+58 left of center line) |
1 | EACH | 14,500.00 | 14,500.00 | 1,000.00 | 1,000.00 | ||||
| 202-02-02 | removal of wood frame building on slab (sta. 127+30 left of center line) |
1 | EACH | 2,500.00 | 2,500.00 | 1,000.00 | 1,000.00 | ||||
| 202-02-03 | removal of sewerage treatment plant (sta. 42+85 se ramp rt.) |
1 | EACH | 1,750.00 | 1,750.00 | 1,500.00 | 1,500.00 | ||||
| 203-01 | general excavation | 122,715 | CUYD | 5.00 | 613,575.00 | 4.00 | 490,860.00 | ||||
| 203-02 | drainage excavation | 5,000 | CUYD | 4.17 | 20,850.00 | 7.00 | 35,000.00 | ||||
| 203-03 | muck excavation | 5,000 | CUYD | 4.17 | 20,850.00 | 9.00 | 45,000.00 | ||||
| 203-04 | embankment | 410,741 | CUYD | 9.00 | 3,696,669.00 | 8.00 | 3,285,928.00 | ||||
| 203-05 | nonplastic embankment | 5,477 | CUYD | 48.00 | 262,896.00 | 45.00 | 246,465.00 | ||||
| 203-09 | geotextile fabric | 35,825.0 | SQYD | 1.20 | 42,990.00 | 1.20 | 42,990.00 | ||||
| 204-02 | temporary hay or straw bales | 100 | EACH | 6.30 | 630.00 | 15.00 | 1,500.00 | ||||
| 204-03 | temporary slope drains | 8 | LNFT | 21.00 | 168.00 | 15.00 | 120.00 | ||||
| 204-05-A | temporary sediment check dams (hay) | 8 | EACH | 136.50 | 1,092.00 | 100.00 | 800.00 | ||||
| 204-05-B | temporary sediment check dams (stone) | 2 | EACH | 420.00 | 840.00 | 250.00 | 500.00 | ||||
| 204-06 | temporary silt fencing | 5,000 | LNFT | 2.10 | 10,500.00 | 1.25 | 6,250.00 | ||||
| 204-07 | temporary stone construction entrance | 2 | EACH | 3,675.00 | 7,350.00 | 1,500.00 | 3,000.00 | ||||
| 302-02-C | class ii base course (10" thick) | 73,761.0 | SQYD | 15.16 | 1,118,216.76 | 14.00 | 1,032,654.00 | ||||
| 304-01 | lime | 1,617.51 | TON | 118.00 | 190,866.18 | 100.00 | 161,751.00 | ||||
| 304-04-D | lime treatment (type d) (12" thick) | 34,233 | SQYD | 4.60 | 157,471.80 | 1.50 | 51,349.50 | ||||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 100.0 | CUYD | 53.00 | 5,300.00 | 45.00 | 4,500.00 | ||||
| 502-01 | superpave asphaltic concrete | 6,398.7 | TON | 52.50 | 335,931.75 | 80.00 | 511,896.00 | ||||
| 502-01-A | superpave asphaltic concrete, paved drives and turnouts |
391.6 | TON | 57.75 | 22,614.90 | 135.00 | 52,866.00 | ||||
| 509-01 | cold planing asphaltic pavement | 8,143 | SQYD | 1.37 | 11,155.91 | 2.00 | 16,286.00 | ||||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 149 | CUYD | 0.80 | - 119.20 | 0.01 | - 1.49 | ||||
| 601-01-K | portland cement concrete pavement (10" thick) | 60,314.1 | SQYD | 47.25 | 2,849,841.22 | 40.00 | 2,412,564.00 | ||||
| 601-02-K | portland cement concrete pavement (10" thick) (crossovers & turnouts) |
11,022.0 | SQYD | 50.00 | 551,100.00 | 45.00 | 495,990.00 | ||||
| 601-04 | portland cement concrete pavement coring | 18 | EACH | 105.00 | 1,890.00 | 100.00 | 1,800.00 | ||||
| 602-10 | longitudinal shoulder joints | 5,390 | LNFT | 0.90 | 4,851.00 | 15.00 | 80,850.00 | ||||
| 602-11 | removal of existing shoulder underdrain systems | 5,390 | LNFT | 0.55 | 2,964.50 | 1.25 | 6,737.50 | ||||
| 701-01-I | cross drain pipe (24" rcp) | 520 | LNFT | 89.25 | 46,410.00 | 60.00 | 31,200.00 | ||||
| 701-01-K | cross drain pipe (30" rcp) | 1,544 | LNFT | 103.50 | 159,804.00 | 80.00 | 123,520.00 | ||||
| 701-02-B | cross drain pipe arch (18" equiv. rcpa) | 88 | LNFT | 57.75 | 5,082.00 | 55.00 | 4,840.00 | ||||
| 701-02-D | cross drain pipe arch (24" equiv. rcpa) | 304 | LNFT | 104.60 | 31,798.40 | 65.00 | 19,760.00 | ||||
| 701-02-E | cross drain pipe arch (30" equiv. rcpa) | 144 | LNFT | 157.00 | 22,608.00 | 80.00 | 11,520.00 | ||||
| 701-03-G | storm drain pipe (18" rcp/pcp) | 8 | LNFT | 52.50 | 420.00 | 60.00 | 480.00 | ||||
| 701-05-G | side drain pipe (18") | 200 | LNFT | 57.75 | 11,550.00 | 45.00 | 9,000.00 | ||||
| 701-05-I | side drain pipe (24") | 120 | LNFT | 69.30 | 8,316.00 | 60.00 | 7,200.00 | ||||
| 701-06-B | side drain pipe arch (18" equiv.) | 80 | LNFT | 63.00 | 5,040.00 | 55.00 | 4,400.00 | ||||
| 701-10-K | reinforced concrete pipe (extension)(30") | 72 | LNFT | 210.00 | 15,120.00 | 110.00 | 7,920.00 | ||||
| 702-01 | junction boxes(mh-20x9) | 2 | EACH | 12,600.00 | 25,200.00 | 5,500.00 | 11,000.00 | ||||
| 702-03-A | catch basins (cb-01) | 1 | EACH | 5,250.00 | 5,250.00 | 4,500.00 | 4,500.00 | ||||
| 703-03 | perforated pipe underdrains | 1,380 | LNFT | 8.50 | 11,730.00 | 10.00 | 13,800.00 | ||||
| 703-04 | nonperforated pipe underdrains | 460 | LNFT | 8.50 | 3,910.00 | 20.00 | 9,200.00 | ||||
| 704-01-C | guard rail (double thrie beam) (3'-1 1/2" post spacing) | 512.5 | LNFT | 47.25 | 24,215.62 | 45.00 | 23,062.50 | ||||
| 704-03 | blocked out guard rail | 825.0 | LNFT | 18.40 | 15,180.00 | 16.00 | 13,200.00 | ||||
| 704-06 | guard rail anchor sections (trailing end) | 6.3 | LNFT | 68.25 | 429.97 | 65.00 | 409.50 | ||||
| 704-06-A | guard rail anchor sections (trailing end) (single thrie beam) |
12.5 | LNFT | 78.75 | 984.37 | 80.00 | 1,000.00 | ||||
| 704-08-B | guard rail transitions (double thrie beam) | 41.7 | LNFT | 52.50 | 2,189.25 | 45.00 | 1,876.50 | ||||
| 704-11-A | guard rail end treatment (flared) | 2 | EACH | 2,100.00 | 4,200.00 | 1,800.00 | 3,600.00 | ||||
| 704-11-B | guard rail end treatment (tangent) | 1 | EACH | 2,625.00 | 2,625.00 | 2,200.00 | 2,200.00 | ||||
| 704-11-C | guard rail end treatment (bi-directional) | 2 | EACH | 6,300.00 | 12,600.00 | 4,000.00 | 8,000.00 | ||||
| 705-06-B | chain link fence (5-foot height) | 5,820 | LNFT | 18.70 | 108,834.00 | 10.00 | 58,200.00 | ||||
| 706-03-A | incidental concrete paving (4" thick) | 2,107.2 | SQYD | 33.60 | 70,801.92 | 33.00 | 69,537.60 | ||||
| 707-01 | concrete curb | 7,994.0 | LNFT | 5.25 | 41,968.50 | 8.00 | 63,952.00 | ||||
| 707-03 | combination concrete curb & gutter | 324.0 | LNFT | 20.80 | 6,739.20 | 17.00 | 5,508.00 | ||||
| 708-01 | right-of-way monument | 50 | EACH | 105.36 | 5,268.00 | 150.00 | 7,500.00 | ||||
| 708-02 | right-of-way monument witness post | 50 | EACH | 50.00 | 2,500.00 | 150.00 | 7,500.00 | ||||
| 710-01 | flowable fill | 11 | CUYD | 550.00 | 6,050.00 | 80.00 | 880.00 | ||||
| 712-01-A | concrete cast-in-place revetment (4" thick) | 1,693 | SQYD | 68.25 | 115,547.25 | 38.00 | 64,334.00 | ||||
| 713-01 | temporary signs & barricades | lump | LUMP | 8,925.00 | 8,925.00 | 75,000.00 | 75,000.00 | ||||
| 713-04-A | temporary pavement markings (broken line)(4" width)(4' length) |
4.000 | MILE | 379.50 | 1,518.00 | 250.00 | 1,000.00 | ||||
| 713-04-B-01 | temporary pvmt. markings (broken line)(4" w)(10' l) (type i removable) |
1.742 | MILE | 3,465.00 | 6,036.03 | 3,200.00 | 5,574.40 | ||||
| 713-05-A | temporary pavement markings (solid line)(4" width) | 4.000 | MILE | 800.00 | 3,200.00 | 700.00 | 2,800.00 | ||||
| 713-05-A-01 | temporary pavement markings (solid line)(4" width) (type 1 removable) |
2.234 | MILE | 13,545.00 | 30,259.53 | 12,000.00 | 26,808.00 | ||||
| 713-07 | temporary reflectorized raised pavement markers | 264 | EACH | 5.25 | 1,386.00 | 5.00 | 1,320.00 | ||||
| 713-09 | temporary precast concrete barrier (department furnished) |
700 | EACH | 377.00 | 263,900.00 | 90.00 | 63,000.00 | ||||
| 717-01 | seeding | 750 | LB | 7.50 | 5,625.00 | 6.00 | 4,500.00 | ||||
| 720-01-A | erosion control system, slope protection (type a) | 120,000 | SQYD | 1.00 | 120,000.00 | 1.00 | 120,000.00 | ||||
| 722-01 | project site laboratory | 1 | EACH | 27,500.00 | 27,500.00 | 6,000.00 | 6,000.00 | ||||
| 724-01 | pavement patching | 200 | SQYD | 137.50 | 27,500.00 | 110.00 | 22,000.00 | ||||
| 726-01 | bedding material | 293.3 | CUYD | 68.25 | 20,017.72 | 45.00 | 13,198.50 | ||||
| 727-01 | mobilization | lump | LUMP | 1,250,000.00 | 1,250,000.00 | 1,400,000.00 | 1,400,000.00 | ||||
| 729-01 | sign (type a) | 452.8 | SQFT | 21.00 | 9,508.80 | 20.00 | 9,056.00 | ||||
| 729-01-A | sign (type a)(r10-12)(24"x30") | 10.0 | SQFT | 21.00 | 210.00 | 20.00 | 200.00 | ||||
| 729-01-B | sign (type a)(r3-2)(24"x24") | 8.0 | SQFT | 21.00 | 168.00 | 20.00 | 160.00 | ||||
| 729-01-C | sign (type a)(r3-6l)(30"x36") | 15.0 | SQFT | 21.00 | 315.00 | 20.00 | 300.00 | ||||
| 729-01-D | sign (type a)(r3-5l)(30"x36") | 7.5 | SQFT | 21.00 | 157.50 | 20.00 | 150.00 | ||||
| 729-04 | sign (type d) | 995.0 | SQFT | 23.10 | 22,984.50 | 22.00 | 21,890.00 | ||||
| 729-05 | sign (type e) | 85.0 | SQFT | 27.30 | 2,320.50 | 26.00 | 2,210.00 | ||||
| 729-08-A | mounting (2 1/2" post) | 30 | EACH | 630.00 | 18,900.00 | 600.00 | 18,000.00 | ||||
| 729-08-B | mounting (3 1/2" post) | 8 | EACH | 730.00 | 5,840.00 | 700.00 | 5,600.00 | ||||
| 729-08-E | mounting (s3 x 5.7) | 2 | EACH | 630.00 | 1,260.00 | 600.00 | 1,200.00 | ||||
| 729-08-F | mounting (w6 x 12) | 16 | EACH | 735.00 | 11,760.00 | 700.00 | 11,200.00 | ||||
| 729-08-G | mounting (w8 x 18) | 10 | EACH | 1,260.00 | 12,600.00 | 1,200.00 | 12,000.00 | ||||
| 729-19-B | dead end road installations(type b) | 1 | EACH | 892.50 | 892.50 | 1,500.00 | 1,500.00 | ||||
| 731-01 | nonreflectorized raised pavement markers | 240 | EACH | 11.50 | 2,760.00 | 12.00 | 2,880.00 | ||||
| 731-02 | reflectorized raised pavement markers | 2,175 | EACH | 5.36 | 11,658.00 | 5.00 | 10,875.00 | ||||
| 732-01-E | plastic pavement striping (24" width) | 3,939 | LNFT | 3.05 | 12,013.95 | 3.00 | 11,817.00 | ||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 7.588 | MILE | 1,984.50 | 15,058.38 | 1,900.00 | 14,417.20 | ||||
| 732-02-C | plastic pavement striping (solid line) (8" width) | 2.349 | MILE | 3,970.00 | 9,325.53 | 3,800.00 | 8,926.20 | ||||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 1.911 | MILE | 819.00 | 1,565.10 | 800.00 | 1,528.80 | ||||
| 732-03-A-01 | plastic pvmt striping (broken line)(4"width)preformed marking tape (type v) |
1.877 | MILE | 3,465.00 | 6,503.80 | 3,400.00 | 6,381.80 | ||||
| 732-04-A | plastic pavement legends & symbols (arrow) | 24 | EACH | 141.75 | 3,402.00 | 150.00 | 3,600.00 | ||||
| 732-04-B | plastic pavement legends & symbols (double arrow) | 1 | EACH | 204.75 | 204.75 | 200.00 | 200.00 | ||||
| 732-04-C | plastic pavement legends & symbols (only) | 12 | EACH | 131.25 | 1,575.00 | 125.00 | 1,500.00 | ||||
| 735-01 | mailboxes | 2 | EACH | 6.00 | 12.00 | 10.00 | 20.00 | ||||
| 735-02 | mailbox supports (single) | 2 | EACH | 133.65 | 267.30 | 100.00 | 200.00 | ||||
| 736-01 | trenching and backfilling | 790 | LNFT | 2.36 | 1,864.40 | 4.50 | 3,555.00 | ||||
| 736-03-A | jacked or bored conduit (2" sch.80) | 70 | LNFT | 14.18 | 992.60 | 10.00 | 700.00 | ||||
| 736-03-B | jacked or bored conduit (3" sch. 80) | 1,510 | LNFT | 17.85 | 26,953.50 | 11.00 | 16,610.00 | ||||
| 736-04-A | signal support (50' mast arm) | 2 | EACH | 9,219.00 | 18,438.00 | 11,000.00 | 22,000.00 | ||||
| 736-04-B | signal support (30'/40' dual mast arms) | 1 | EACH | 10,437.00 | 10,437.00 | 12,000.00 | 12,000.00 | ||||
| 736-04-C | signal support (30'/45' dual mast arms) | 1 | EACH | 10,684.00 | 10,684.00 | 12,500.00 | 12,500.00 | ||||
| 736-05-A | signal heads (l.e.d.,3-section, 12" lenses,r,y,g) | 12 | EACH | 787.50 | 9,450.00 | 1,100.00 | 13,200.00 | ||||
| 736-05-B | signal heads (l.e.d.,5-section, 12" lenses, r,y,lt.y,lt.g,g) |
2 | EACH | 1,260.00 | 2,520.00 | 1,600.00 | 3,200.00 | ||||
| 736-08 | signal controller (nema,ts-2,type2,8-phase;type vi cabinet) |
2 | EACH | 20,000.00 | 40,000.00 | 14,000.00 | 28,000.00 | ||||
| 736-09 | loop detector | 380 | LNFT | 9.45 | 3,591.00 | 10.00 | 3,800.00 | ||||
| 736-10-A | underground junction box (type f) | 4 | EACH | 472.50 | 1,890.00 | 480.00 | 1,920.00 | ||||
| 736-10-B | underground junction box (type g) | 4 | EACH | 929.25 | 3,717.00 | 780.00 | 3,120.00 | ||||
| 736-10-C | underground junction box (type h) | 2 | EACH | 1,128.75 | 2,257.50 | 1,100.00 | 2,200.00 | ||||
| 736-11-A | conduit (1/2" pec. sch.80) | 35 | LNFT | 2.10 | 73.50 | 2.50 | 87.50 | ||||
| 736-11-B | conduit (2" pec. sch.80) | 755 | LNFT | 3.31 | 2,499.05 | 3.00 | 2,265.00 | ||||
| 736-12-A | conductor (2c, loop lead-in,#14 awg shielded and stranded) |
1,020 | LNFT | 1.05 | 1,071.00 | 2.00 | 2,040.00 | ||||
| 736-12-B | conductor (6 pr.,imsa 20-6, #19 awg solid, twisted pair) |
775 | LNFT | 1.84 | 1,426.00 | 3.00 | 2,325.00 | ||||
| 736-12-C | conductor (10c, signal, #14 awg standed) | 970 | LNFT | 1.31 | 1,270.70 | 3.00 | 2,910.00 | ||||
| 739-01 | hydro-seeding | 46.50 | ACRE | 958.32 | 44,561.88 | 750.00 | 34,875.00 | ||||
| 740-01 | construction layout | lump | LUMP | 800,000.00 | 800,000.00 | 150,000.00 | 150,000.00 | ||||
| 802-01 | structural excavation | 623.3 | CUYD | 15.00 | 9,349.50 | 75.00 | 46,747.50 | ||||
| 804-01-B | precast concrete piles (14") | 9,152 | LNFT | 21.00 | 192,192.00 | 24.00 | 219,648.00 | ||||
| 804-01-D | precast concrete piles (18") | 3,792 | LNFT | 30.75 | 116,604.00 | 40.00 | 151,680.00 | ||||
| 804-05 | precast concrete test piles | 1 | EACH | 3,200.00 | 3,200.00 | 15,000.00 | 15,000.00 | ||||
| 804-09 | loading test piles | 1 | EACH | 26,200.00 | 26,200.00 | 2,500.00 | 2,500.00 | ||||
| 804-10 | reloading test piles | 1 | EACH | 14,000.00 | 14,000.00 | 500.00 | 500.00 | ||||
| 804-11 | redriving test piles | 1 | EACH | 6,000.00 | 6,000.00 | 500.00 | 500.00 | ||||
| 804-12 | loading permanent piles | 1 | EACH | 25,200.00 | 25,200.00 | 500.00 | 500.00 | ||||
| 804-17 | dynamic monitoring | 3 | EACH | 2,300.00 | 6,900.00 | 1,000.00 | 3,000.00 | ||||
| 805-01-B | class a concrete (box culvert headwalls) | 23.75 | CUYD | 1,000.00 | 23,750.00 | 1,000.00 | 23,750.00 | ||||
| 805-01-D | class a concrete (footings) | 289.71 | CUYD | 535.00 | 154,994.85 | 230.00 | 66,633.30 | ||||
| 805-01-F | class a concrete (bents) | 568.88 | CUYD | 406.00 | 230,965.28 | 500.00 | 284,440.00 | ||||
| 805-03 | class aa concrete | 1,111.26 | CUYD | 600.00 | 666,756.00 | 400.00 | 444,504.00 | ||||
| 805-08-D | precast-prestressed concrete girders (type iv) | 5,970.7 | LNFT | 83.15 | 496,463.70 | 100.00 | 597,070.00 | ||||
| 805-11 | strip seal joints | 196.00 | LNFT | 82.00 | 16,072.00 | 125.00 | 24,500.00 | ||||
| 805-12-E | reinforced concrete box culverts (4'x 4') | 364.0 | LNFT | 315.00 | 114,660.00 | 350.00 | 127,400.00 | ||||
| 805-12-H | reinforced concrete box culverts (7'x 4') | 176.0 | LNFT | 619.50 | 109,032.00 | 450.00 | 79,200.00 | ||||
| 806-01 | deformed reinforcing steel | 454,162 | LB | 0.67 | 304,288.54 | 0.65 | 295,205.30 | ||||
| 807-06 | structural metalwork | lump | LUMP | 4,030.00 | 4,030.00 | 5,000.00 | 5,000.00 | ||||
| 810-01 | concrete railing (barrier) | 880.00 | LNFT | 40.00 | 35,200.00 | 35.00 | 30,800.00 | ||||
| 813-01 | concrete approach slabs | 877.04 | SQYD | 141.75 | 124,320.42 | 130.00 | 114,015.20 | ||||
| S-001 | video detection device and connection | 4 | ea | 4,240.00 | 16,960.00 | 5,000.00 | 20,000.00 | ||||
| S-002 | video detection system | 2 | ea | 11,812.50 | 23,625.00 | 3,000.00 | 6,000.00 | ||||
| S-003 | inclinometer settlement monitoring instrumentation | lump | LUMP | 38,500.00 | 38,500.00 | 45,000.00 | 45,000.00 | ||||
| S-101 | dynamic analysis | 3 | EACH | 505.00 | 1,515.00 | 1,000.00 | 3,000.00 | ||||
| S-102 | vertical wick drains | 428,860 | LNFT | 0.34 | 145,812.40 | 0.50 | 214,430.00 | ||||
| S-103 | settlement plates (installation & monitoring) | 6 | EACH | 1,200.00 | 7,200.00 | 800.00 | 4,800.00 | ||||
| S-104 | cast-in-place revetment (catch basins) | 1 | each | 1,100.00 | 1,100.00 | 3,500.00 | 3,500.00 | ||||
| S-105 | variable message sign unit | 4 | each | 8,250.00 | 33,000.00 | 15,000.00 | 60,000.00 | ||||
| S-106 | saw cut slab at new right of way line (sta. 117+20, sta. 123+50) |
100 | LNFT | 50.00 | 5,000.00 | 33.00 | 3,300.00 | ||||
| CONTRACTOR TOTAL | 17,346,939.41 | IRREGULAR | |||||||||