| |||
| DBE GOAL FED | |||
| Lead Project: 450-10-0108 | |||
| Parish: E BATON ROUGE | |||
| Routes: I-10 | |||
| Description: INTERSTATE 12 - LA 3246 (SIEGEN LANE) | |||
| Type Const:
grading, drainage structures, class ii bc, limetrmt, superpave asphaltic concrete pvmt, portland cement concrete pvmt, precast concrete girder bridges, and related work. | |||
| Estimated Construction Cost: $79,839,506.10 | |||
| Maximum Number of Days Allowed for Construction: 950 | |||
| Calculated Daily User Cost: $15,000.00 | |||
| Rank | License | Bidder | Construction Bid | Bidder's Proposed Contract Time | Life Cycle Cost | Total Bid |
|---|---|---|---|---|---|---|
| 1 | 42076 | AUSTIN BRIDGE & ROAD, LP | $86,200,000.52 | 950 | $9,348,000.00 | $109,798,000.52 |
| 2 | 34567 | JAMES CONSTRUCTION GROUP LLC | $104,581,712.68 | 910 | $9,348,000.00 | $127,579,712.68 |
| 3 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $106,100,885.83 | 900 | $9,348,000.00 | $128,948,885.83 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - AUSTIN BRIDGE & ROAD, LP |
- 2 - JAMES CONSTRUCTION GROUP LLC |
- 3 - GILCHRIST 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 | 300,000.00 | 300,000.00 | 400,000.00 | 400,000.00 | 1,950,000.00 | 1,950,000.00 | ||
| 202-01 | removal of structures & obstructions | lump | LUMP | 220,000.00 | 220,000.00 | 190,000.00 | 190,000.00 | 350,000.00 | 350,000.00 | ||
| 202-02-A-01 | removal of bridges (sta. 188+79.54; 39'x215' concrete deck & prestressed girders) |
2 | EACH | 100,000.00 | 200,000.00 | 400,000.00 | 800,000.00 | 215,000.00 | 430,000.00 | ||
| 202-02-A-02 | removal of bridges (sta. 227+22.70; 39.5'x264' concrete deck & bents with steel girders) |
2 | EACH | 100,000.00 | 200,000.00 | 300,000.00 | 600,000.00 | 135,000.00 | 270,000.00 | ||
| 202-02-A-03 | removal of bridge deck (sta. 258+13.74)(includes railing) |
2,470 | SQFT | 15.00 | 37,050.00 | 50.00 | 123,500.00 | 54.00 | 133,380.00 | ||
| 202-02-A-04 | removal of bridge deck (sta. 335+93.86)(includes railing) |
3,990 | SQFT | 16.00 | 63,840.00 | 50.00 | 199,500.00 | 54.00 | 215,460.00 | ||
| 202-02-A-05 | removal of prestressed girders(sta. 336+88.86) | 283.5 | LNFT | 25.00 | 7,087.50 | 35.00 | 9,922.50 | 120.00 | 34,020.00 | ||
| 202-02-A-06 | demolition of existing substructure(sta. 258+13.74) | 4 | each | 10,000.00 | 40,000.00 | 12,000.00 | 48,000.00 | 30,000.00 | 120,000.00 | ||
| 202-02-A-07 | demolition of existing substructure(sta. 335+93.86) | 4 | each | 12,000.00 | 48,000.00 | 12,000.00 | 48,000.00 | 30,000.00 | 120,000.00 | ||
| 202-02-A-08 | demolition of existing concrete rails(sta. 179+03) | 4 | each | 10,000.00 | 40,000.00 | 4,500.00 | 18,000.00 | 3,500.00 | 14,000.00 | ||
| 202-02-A-10 | removal of existing approach slabs | 2,075 | SQYD | 28.00 | 58,100.00 | 50.00 | 103,750.00 | 90.00 | 186,750.00 | ||
| 202-02-A-11 | removal of existing revetment (concrete and/or flexible) |
9,357 | SQYD | 12.00 | 112,284.00 | 20.00 | 187,140.00 | 5.50 | 51,463.50 | ||
| 202-02-C | removal of portland cement concrete pavement (variable thickness) |
125,511 | SQYD | 6.00 | 753,066.00 | 7.00 | 878,577.00 | 5.50 | 690,310.50 | ||
| 202-02-G | removal of surfacing & stabilized base | 58,292.9 | SQYD | 8.00 | 466,343.20 | 5.00 | 291,464.50 | 5.00 | 291,464.50 | ||
| 202-02-H | removal of guard rail | 10,639 | LNFT | 5.00 | 53,195.00 | 4.00 | 42,556.00 | 6.00 | 63,834.00 | ||
| 202-02-I | removal of overhead sign (bridge fascia mounted) | 8 | EACH | 1,884.61 | 15,076.88 | 3,550.00 | 28,400.00 | 4,000.00 | 32,000.00 | ||
| 202-02-J | removal of overhead sign (truss ground mounted) | 4 | EACH | 6,910.25 | 27,641.00 | 15,000.00 | 60,000.00 | 6,500.00 | 26,000.00 | ||
| 202-02-K | removal of overhead sign (cantilever truss ground mounted) |
4 | EACH | 4,397.43 | 17,589.72 | 15,000.00 | 60,000.00 | 5,300.00 | 21,200.00 | ||
| 202-02-L | removal of sign (w-section post) | 15 | EACH | 219.87 | 3,298.05 | 820.00 | 12,300.00 | 1,000.00 | 15,000.00 | ||
| 202-02-M | removal of sign(circular post) | 35 | EACH | 219.87 | 7,695.45 | 650.00 | 22,750.00 | 775.00 | 27,125.00 | ||
| 202-02-N | removal of headwalls | 19 | EACH | 1,500.00 | 28,500.00 | 3,000.00 | 57,000.00 | 1,200.00 | 22,800.00 | ||
| 202-02-O | removal of concrete barriers | 770 | EACH | 100.00 | 77,000.00 | 65.00 | 50,050.00 | 155.00 | 119,350.00 | ||
| 202-02-P | removal of fence | 5,500 | LNFT | 5.00 | 27,500.00 | 5.00 | 27,500.00 | 5.00 | 27,500.00 | ||
| 202-03-A | relocation of existing sign faces | 75 | EACH | 565.38 | 42,403.50 | 100.00 | 7,500.00 | 250.00 | 18,750.00 | ||
| 203-01 | general excavation | 118,987 | CUYD | 14.00 | 1,665,818.00 | 15.00 | 1,784,805.00 | 8.00 | 951,896.00 | ||
| 203-02 | drainage excavation | 71 | CUYD | 16.95 | 1,203.45 | 150.00 | 10,650.00 | 35.00 | 2,485.00 | ||
| 203-03 | embankment | 113,311 | CUYD | 16.00 | 1,812,976.00 | 20.00 | 2,266,220.00 | 23.00 | 2,606,153.00 | ||
| 203-04 | nonplastic embankment | 392 | CUYD | 170.00 | 66,640.00 | 125.00 | 49,000.00 | 150.00 | 58,800.00 | ||
| 204-02 | temporary hay or straw bales | 150 | EACH | 11.94 | 1,791.00 | 30.00 | 4,500.00 | 20.00 | 3,000.00 | ||
| 204-05-A | temporary sediment check dams (hay) | 38 | EACH | 119.36 | 4,535.68 | 130.00 | 4,940.00 | 200.00 | 7,600.00 | ||
| 204-06 | temporary silt fencing | 19,972 | LNFT | 3.00 | 59,916.00 | 3.00 | 59,916.00 | 2.00 | 39,944.00 | ||
| 302-02-E | class ii base course (10" thick) | 282,484.9 | SQYD | 24.00 | 6,779,637.60 | 18.00 | 5,084,728.20 | 22.50 | 6,355,910.25 | ||
| 304-05 | lime treatment (type e) | 1,971.81 | TON | 600.00 | 1,183,086.00 | 280.00 | 552,106.80 | 265.00 | 522,529.65 | ||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 1,962.0 | CUYD | 110.00 | 215,820.00 | 70.00 | 137,340.00 | 40.00 | 78,480.00 | ||
| 701-01-I | cross drain pipe (24" rcp/pcp) | 153 | LNFT | 83.78 | 12,818.34 | 98.00 | 14,994.00 | 165.00 | 25,245.00 | ||
| 701-01-K | cross drain pipe (30" rcp/pcp) | 456 | LNFT | 87.02 | 39,681.12 | 120.00 | 54,720.00 | 140.00 | 63,840.00 | ||
| 701-01-M | cross drain pipe (36" rcp/pcp) | 16 | LNFT | 209.05 | 3,344.80 | 190.00 | 3,040.00 | 250.00 | 4,000.00 | ||
| 701-10-I | reinforced concrete pipe (extension)(24") | 42 | LNFT | 94.46 | 3,967.32 | 100.00 | 4,200.00 | 190.00 | 7,980.00 | ||
| 701-10-O | reinforced concrete pipe (extension)(48") | 20 | LNFT | 210.22 | 4,204.40 | 325.00 | 6,500.00 | 280.00 | 5,600.00 | ||
| 701-15 | concrete collar | 5 | EACH | 444.79 | 2,223.95 | 1,000.00 | 5,000.00 | 950.00 | 4,750.00 | ||
| 702-03-A | catch basins (cb-01) | 19 | EACH | 2,965.20 | 56,338.80 | 5,000.00 | 95,000.00 | 3,000.00 | 57,000.00 | ||
| 702-03-B | catch basins (cb-02) | 10 | EACH | 5,125.30 | 51,253.00 | 8,350.00 | 83,500.00 | 4,800.00 | 48,000.00 | ||
| 702-07-B | cross drain safety end (type 2) | 1 | EACH | 8,412.89 | 8,412.89 | 8,000.00 | 8,000.00 | 5,600.00 | 5,600.00 | ||
| 704-01-B | guard rail (single thrie beam)(6'-3" post spacing) | 31.3 | LNFT | 50.26 | 1,573.14 | 55.00 | 1,721.50 | 63.00 | 1,971.90 | ||
| 704-01-C | guard rail (double thrie beam)(3'-1 1/2" post spacing) | 526.9 | LNFT | 69.10 | 36,408.79 | 58.00 | 30,560.20 | 68.00 | 35,829.20 | ||
| 704-03 | blocked out guard rail | 2,482.8 | LNFT | 28.90 | 71,752.92 | 22.00 | 54,621.60 | 25.00 | 62,070.00 | ||
| 704-06-A | guard rail anchor sections (trailing end)(single thrie beam) |
100.0 | LNFT | 94.23 | 9,423.00 | 87.00 | 8,700.00 | 100.00 | 10,000.00 | ||
| 704-08-B | guard rail transitions (double thrie beam) | 387.5 | LNFT | 75.38 | 29,209.75 | 68.00 | 26,350.00 | 80.00 | 31,000.00 | ||
| 704-11-A | guard rail end treatment (flared) | 30 | EACH | 2,826.92 | 84,807.60 | 2,220.00 | 66,600.00 | 2,500.00 | 75,000.00 | ||
| 705-06-C | chain link fence (6-foot height) | 100 | LNFT | 125.64 | 12,564.00 | 30.00 | 3,000.00 | 35.00 | 3,500.00 | ||
| 712-01-A | concrete cast-in-place revetment (4" thick) | 3,283 | SQYD | 50.92 | 167,170.36 | 90.00 | 295,470.00 | 69.00 | 226,527.00 | ||
| 712-04 | flexible revetment | 13,054 | SQYD | 87.95 | 1,148,099.30 | 65.00 | 848,510.00 | 48.00 | 626,592.00 | ||
| 713-01 | temporary signs & barricades | lump | LUMP | 150,000.00 | 150,000.00 | 950,000.00 | 950,000.00 | 3,000,000.00 | 3,000,000.00 | ||
| 713-03-B | temporary pavement markings (broken line)(4" width) (10' length) |
12.248 | MILE | 441.00 | 5,401.37 | 2,535.00 | 31,048.68 | 420.00 | 5,144.16 | ||
| 713-03-B-01 | temporary pavement markings (broken line)(4" width) (10' length) (type 1 removable) |
9.576 | MILE | 2,985.23 | 28,586.56 | 3,250.00 | 31,122.00 | 3,200.00 | 30,643.20 | ||
| 713-04-A | temporary pavement markings (solid line)(4" width) | 39.058 | MILE | 746.31 | 29,149.38 | 1,015.00 | 39,643.87 | 700.00 | 27,340.60 | ||
| 713-04-A-01 | temporary pavement markings (solid line)(4" width) (type 1 removable) |
9.576 | MILE | 11,940.90 | 114,346.06 | 9,150.00 | 87,620.40 | 13,000.00 | 124,488.00 | ||
| 713-04-C | temporary pavement markings (solid line)(8" width) | 2.840 | MILE | 2,091.92 | 5,941.05 | 2,285.00 | 6,489.40 | 1,900.00 | 5,396.00 | ||
| 713-06 | temporary reflectorized raised pavement markers | 5,402 | EACH | 6.51 | 35,167.02 | 5.00 | 27,010.00 | 6.00 | 32,412.00 | ||
| 713-07 | temporary precast concrete barrier (contractor furnished) |
2,724 | EACH | 900.00 | 2,451,600.00 | 690.00 | 1,879,560.00 | 1,250.00 | 3,405,000.00 | ||
| 713-10 | temporary precast concrete barrier movement | 2,545 | EACH | 200.00 | 509,000.00 | 100.00 | 254,500.00 | 25.00 | 63,625.00 | ||
| 716-01-A | mulch (vegetative) | 50.2 | TON | 525.14 | 26,362.03 | 425.00 | 21,335.00 | 500.00 | 25,100.00 | ||
| 716-01-B | mulch (fiber) | 16.7 | TON | 1,094.04 | 18,270.47 | 950.00 | 15,865.00 | 1,100.00 | 18,370.00 | ||
| 717-01 | seeding | 1,262 | LB | 9.30 | 11,736.60 | 8.50 | 10,727.00 | 10.00 | 12,620.00 | ||
| 718-01 | fertilizer | 42,070 | LB | 0.39 | 16,407.30 | 0.30 | 12,621.00 | 0.75 | 31,552.50 | ||
| 720-01-A | erosion control system, slope protection (type a) | 16,626 | SQYD | 1.29 | 21,447.54 | 1.15 | 19,119.90 | 1.75 | 29,095.50 | ||
| 720-01-B | erosion control system, slope protection (type b) | 1,627 | SQYD | 1.29 | 2,098.83 | 1.15 | 1,871.05 | 1.75 | 2,847.25 | ||
| 720-01-C | erosion control system, flexible channel liner (type c) | 6,184 | SQYD | 1.75 | 10,822.00 | 1.15 | 7,111.60 | 2.20 | 13,604.80 | ||
| 722-01 | project site laboratory | 1 | EACH | 50,000.00 | 50,000.00 | 35,000.00 | 35,000.00 | 285,000.00 | 285,000.00 | ||
| 725-01 | temporary detour roads | 48,785.8 | SQYD | 70.00 | 3,415,006.00 | 98.00 | 4,781,008.40 | 150.00 | 7,317,870.00 | ||
| 726-01 | bedding material | 226.6 | CUYD | 103.51 | 23,455.37 | 92.00 | 20,847.20 | 130.00 | 29,458.00 | ||
| 727-01 | mobilization | lump | LUMP | 5,577,803.23 | 5,577,803.23 | 10,000,000.00 | 10,000,000.00 | 10,000,000.00 | 10,000,000.00 | ||
| 728-01-A | jacked or bored pipe (24") | 1,354 | LNFT | 625.00 | 846,250.00 | 515.00 | 697,310.00 | 550.00 | 744,700.00 | ||
| 729-01 | sign (type a) | 777.8 | SQFT | 27.35 | 21,272.83 | 18.00 | 14,000.40 | 24.00 | 18,667.20 | ||
| 729-04 | sign (type d) | 555.5 | SQFT | 28.44 | 15,798.42 | 22.00 | 12,221.00 | 28.00 | 15,554.00 | ||
| 729-05 | sign (type e) | 337.0 | SQFT | 32.82 | 11,060.34 | 22.50 | 7,582.50 | 28.00 | 9,436.00 | ||
| 729-06 | sign (overhead mounted) | 5,642.0 | SQFT | 32.82 | 185,170.44 | 24.00 | 135,408.00 | 28.00 | 157,976.00 | ||
| 729-08-B | mounting (3-1/2" post) | 37 | EACH | 929.93 | 34,407.41 | 675.00 | 24,975.00 | 830.00 | 30,710.00 | ||
| 729-08-C | mounting (5" post) | 1 | EACH | 1,148.74 | 1,148.74 | 870.00 | 870.00 | 1,000.00 | 1,000.00 | ||
| 729-08-F | mounting (w6x12 post) | 16 | EACH | 1,312.85 | 21,005.60 | 1,350.00 | 21,600.00 | 1,600.00 | 25,600.00 | ||
| 729-08-H | mounting (w8x24 post) | 4 | EACH | 1,969.27 | 7,877.08 | 1,735.00 | 6,940.00 | 2,100.00 | 8,400.00 | ||
| 729-09 | mounting (overhead truss)(ground mounted) | 9 | EACH | 83,146.86 | 748,321.74 | 58,000.00 | 522,000.00 | 65,000.00 | 585,000.00 | ||
| 729-11 | mounting (overhead cantilever)(ground mounted) | 8 | EACH | 38,291.32 | 306,330.56 | 27,500.00 | 220,000.00 | 32,000.00 | 256,000.00 | ||
| 729-13 | mounting (bridge fascia mounted) | 9 | EACH | 7,111.24 | 64,001.16 | 6,275.00 | 56,475.00 | 7,500.00 | 67,500.00 | ||
| 729-16-C | object marker assembly (type 3) | 12 | EACH | 164.11 | 1,969.32 | 85.00 | 1,020.00 | 100.00 | 1,200.00 | ||
| 729-17 | milepost assembly (ground mounted) | 6 | EACH | 164.11 | 984.66 | 180.00 | 1,080.00 | 220.00 | 1,320.00 | ||
| 729-20-A | footings for overhead mountings (cantelever) | 6 | EACH | 30,633.06 | 183,798.36 | 35,000.00 | 210,000.00 | 14,000.00 | 84,000.00 | ||
| 729-20-B | footings for overhead mountings (truss) | 18 | EACH | 30,633.05 | 551,394.90 | 36,000.00 | 648,000.00 | 20,000.00 | 360,000.00 | ||
| 730-01 | trenching and backfilling | 21,700 | LNFT | 3.83 | 83,111.00 | 4.00 | 86,800.00 | 4.15 | 90,055.00 | ||
| 730-02-A | conduit with conductors (2 #6 awg xhhw-2 & 1#8 bare ground in 1 1/2" sch 40 pvc) |
11,900 | LNFT | 6.07 | 72,233.00 | 7.00 | 83,300.00 | 7.20 | 85,680.00 | ||
| 730-02-B | conduit with conductors (2 #4 & 2 #6 awg xhhw-2, 1#8 bare ground in 2" sch 40 pvc) |
1,900 | LNFT | 11.74 | 22,306.00 | 12.00 | 22,800.00 | 13.00 | 24,700.00 | ||
| 730-02-C | conduit with conductors (2 #4 awg xhhw-2 & 1#8 bare ground in 2" sch 40 pvc) |
9,700 | LNFT | 8.22 | 79,734.00 | 9.00 | 87,300.00 | 9.75 | 94,575.00 | ||
| 730-02-D | conduit with conductors (2 #6 awg xhhw-2, 1#8 insulated ground in 1" aluminum) |
590 | LNFT | 15.27 | 9,009.30 | 28.50 | 16,815.00 | 29.50 | 17,405.00 | ||
| 730-02-E | conduit with conductors (2 #6, 2 #4 awg xhhw-2, 1#8 insulated ground in 1 1/2" aluminum) |
140 | LNFT | 36.97 | 5,175.80 | 36.25 | 5,075.00 | 38.00 | 5,320.00 | ||
| 730-02-F | conduit with conductors (2 #10 awg xhhw-2 & 1#10 insulated ground in 3/4" aluminum) |
1,400 | LNFT | 13.57 | 18,998.00 | 23.00 | 32,200.00 | 24.00 | 33,600.00 | ||
| 730-04 | jacking or bored casing (4" sch 80 pvc) | 1,100 | LNFT | 27.84 | 30,624.00 | 17.25 | 18,975.00 | 19.00 | 20,900.00 | ||
| 730-05-A | light pole (40'mh, twin 15' arms, pedestal mounted) | 28 | EACH | 4,841.12 | 135,551.36 | 4,000.00 | 112,000.00 | 4,200.00 | 117,600.00 | ||
| 730-05-B | light pole (40'mh, twin 15' arms, ground mounted) | 2 | EACH | 4,430.86 | 8,861.72 | 4,500.00 | 9,000.00 | 5,300.00 | 10,600.00 | ||
| 730-05-C | light pole (40'mh, single 6'arm, ground mounted) | 9 | EACH | 4,037.00 | 36,333.00 | 3,800.00 | 34,200.00 | 4,400.00 | 39,600.00 | ||
| 730-05-D | light pole (40'mh, single 12'arm, ground mounted) | 2 | EACH | 4,135.47 | 8,270.94 | 4,000.00 | 8,000.00 | 4,500.00 | 9,000.00 | ||
| 730-05-E | light pole (40'mh, single 12'arm, structure mounted) | 2 | EACH | 3,446.22 | 6,892.44 | 2,400.00 | 4,800.00 | 2,700.00 | 5,400.00 | ||
| 730-06-A | high mast pole (120' mh, 6 roadway luminaires, pedestal mount) |
4 | EACH | 64,276.90 | 257,107.60 | 46,000.00 | 184,000.00 | 50,000.00 | 200,000.00 | ||
| 730-06-B | high mast pole (130' mh, 6 roadway luminaires, pedestal mount) |
4 | EACH | 71,838.89 | 287,355.56 | 58,300.00 | 233,200.00 | 64,000.00 | 256,000.00 | ||
| 730-07-A | luminaire (1000 w hps roadway) | 48 | EACH | 918.99 | 44,111.52 | 700.00 | 33,600.00 | 800.00 | 38,400.00 | ||
| 730-07-B | luminaire (250 w hps roadway, cobra head) | 73 | EACH | 443.09 | 32,345.57 | 250.00 | 18,250.00 | 290.00 | 21,170.00 | ||
| 730-07-C | luminaire (150 w hps underpass) | 24 | EACH | 758.17 | 18,196.08 | 865.00 | 20,760.00 | 980.00 | 23,520.00 | ||
| 730-08 | electrical service point w/ pedestal mounted controller |
4 | EACH | 7,959.13 | 31,836.52 | 12,000.00 | 48,000.00 | 13,500.00 | 54,000.00 | ||
| 730-12-A | removal and storage of high mast light poles | 4 | EACH | 4,376.15 | 17,504.60 | 4,025.00 | 16,100.00 | 4,500.00 | 18,000.00 | ||
| 730-12-B | removal and storage of low mast light poles | 76 | EACH | 218.81 | 16,629.56 | 550.00 | 41,800.00 | 580.00 | 44,080.00 | ||
| 730-14-A | removal and disposal of luminaires (1000 watt) | 24 | EACH | 164.11 | 3,938.64 | 80.00 | 1,920.00 | 88.00 | 2,112.00 | ||
| 730-14-B | removal and disposal of luminaires (250 watt) | 126 | EACH | 136.75 | 17,230.50 | 80.00 | 10,080.00 | 88.00 | 11,088.00 | ||
| 730-14-C | removal and disposal of luminaires (250 watt underpass) | 12 | EACH | 196.93 | 2,363.16 | 255.00 | 3,060.00 | 275.00 | 3,300.00 | ||
| 730-16 | underground junction box (inside dimension 12"x12"x10"d) |
23 | EACH | 382.91 | 8,806.93 | 735.00 | 16,905.00 | 840.00 | 19,320.00 | ||
| 730-17-A | structure mounted junction box (4"x8"x8") | 24 | EACH | 519.67 | 12,472.08 | 715.00 | 17,160.00 | 820.00 | 19,680.00 | ||
| 731-01 | nonreflectorized raised pavement markers | 7,079 | EACH | 13.59 | 96,203.61 | 5.00 | 35,395.00 | 16.00 | 113,264.00 | ||
| 731-02 | reflectorized raised pavement markers | 6,786 | EACH | 5.67 | 38,476.62 | 5.00 | 33,930.00 | 6.50 | 44,109.00 | ||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 19.741 | MILE | 2,727.44 | 53,842.39 | 2,550.00 | 50,339.55 | 3,000.00 | 59,223.00 | ||
| 732-02-C | plastic pavement striping (solid line) (8" width) | 1.744 | MILE | 4,159.09 | 7,253.45 | 8,600.00 | 14,998.40 | 4,500.00 | 7,848.00 | ||
| 732-02-E | plastic pavement striping (solid line) (24" width) | 1.350 | MILE | 18,560.35 | 25,056.47 | 16,250.00 | 21,937.50 | 20,000.00 | 27,000.00 | ||
| 733-01 | concrete roadway barrier (type f) | 30,043.3 | LNFT | 255.00 | 7,661,041.50 | 260.00 | 7,811,258.00 | 275.00 | 8,261,907.50 | ||
| 740-01 | construction layout | lump | LUMP | 800,000.00 | 800,000.00 | 750,000.00 | 750,000.00 | 700,000.00 | 700,000.00 | ||
| 802-02 | structural excavation for intermediate bents | 54.0 | CUYD | 152.85 | 8,253.90 | 140.00 | 7,560.00 | 30.00 | 1,620.00 | ||
| 803-03-A | steel sheet pile wall (pz-27) | 13,935 | SQFT | 30.63 | 426,829.05 | 65.00 | 905,775.00 | 40.00 | 557,400.00 | ||
| 803-03-B | steel sheet pile wall (pz-35) | 12,540 | SQFT | 41.17 | 516,271.80 | 80.00 | 1,003,200.00 | 48.00 | 601,920.00 | ||
| 803-03-C | steel sheet pile wall (pz-40) | 22,230 | SQFT | 47.51 | 1,056,147.30 | 85.00 | 1,889,550.00 | 52.00 | 1,155,960.00 | ||
| 803-03-D | steel sheet pile wall (ps-27.5) | 2,050 | SQFT | 54.23 | 111,171.50 | 90.00 | 184,500.00 | 49.00 | 100,450.00 | ||
| 804-01-B | precast concrete piles (14") | 230 | LNFT | 51.12 | 11,757.60 | 112.50 | 25,875.00 | 63.00 | 14,490.00 | ||
| 804-01-C | precast concrete piles (16") | 15,360 | LNFT | 70.47 | 1,082,419.20 | 75.00 | 1,152,000.00 | 65.00 | 998,400.00 | ||
| 804-01-G | precast concrete piles (30") | 5,938 | LNFT | 137.85 | 818,553.30 | 169.00 | 1,003,522.00 | 205.00 | 1,217,290.00 | ||
| 804-05 | precast concrete test piles | 6 | EACH | 11,177.32 | 67,063.92 | 25,225.00 | 151,350.00 | 75,000.00 | 450,000.00 | ||
| 804-09 | loading test piles | 6 | EACH | 30,941.53 | 185,649.18 | 40,000.00 | 240,000.00 | 50,000.00 | 300,000.00 | ||
| 804-10 | reloading test piles | 6 | EACH | 12,230.31 | 73,381.86 | 3,100.00 | 18,600.00 | 1,000.00 | 6,000.00 | ||
| 804-11 | redriving test piles | 3 | EACH | 2,248.48 | 6,745.44 | 2,100.00 | 6,300.00 | 1,000.00 | 3,000.00 | ||
| 804-17 | dynamic monitoring | 148 | EACH | 873.60 | 129,292.80 | 2,320.00 | 343,360.00 | 600.00 | 88,800.00 | ||
| 805-01-B | class a concrete (box culvert headwalls) | 13.56 | CUYD | 909.60 | 12,334.18 | 1,500.00 | 20,340.00 | 1,800.00 | 24,408.00 | ||
| 805-01-D | class a concrete (footings) | 496.54 | CUYD | 471.35 | 234,044.13 | 550.00 | 273,097.00 | 450.00 | 223,443.00 | ||
| 805-01-F | class a concrete (bents) | 2,843.97 | CUYD | 550.00 | 1,564,183.50 | 2,000.00 | 5,687,940.00 | 818.00 | 2,326,367.46 | ||
| 805-03 | class aa concrete | 3,652.66 | CUYD | 650.00 | 2,374,229.00 | 1,785.00 | 6,519,998.10 | 960.00 | 3,506,553.60 | ||
| 805-08-C | precast-prestressed concrete girders (type iii) | 7,599.2 | LNFT | 105.52 | 801,867.58 | 160.00 | 1,215,872.00 | 112.00 | 851,110.40 | ||
| 805-08-D | precast-prestressed concrete girders (type iv) | 2,551.5 | LNFT | 213.57 | 544,923.86 | 125.00 | 318,937.50 | 160.00 | 408,240.00 | ||
| 805-08-I | precast-prestressed concrete girders (type iv modified) | 6,899.0 | LNFT | 193.93 | 1,337,923.07 | 285.00 | 1,966,215.00 | 200.00 | 1,379,800.00 | ||
| 805-11 | strip seal joints | 2,064.60 | LNFT | 186.41 | 384,862.09 | 178.00 | 367,498.80 | 150.00 | 309,690.00 | ||
| 805-12-G | reinforced concrete box culverts (6'x 4') | 68.0 | LNFT | 808.00 | 54,944.00 | 1,000.00 | 68,000.00 | 1,000.00 | 68,000.00 | ||
| 806-01 | deformed reinforcing steel | 1,487,147 | LB | 1.45 | 2,156,363.15 | 1.25 | 1,858,933.75 | 1.38 | 2,052,262.86 | ||
| 807-08 | structural metalwork | lump | LUMP | 36,085.04 | 36,085.04 | 50,000.00 | 50,000.00 | 60,000.00 | 60,000.00 | ||
| 810-01-A | concrete railing (barrier) | 2,870.12 | LNFT | 67.04 | 192,412.84 | 60.00 | 172,207.20 | 80.00 | 229,609.60 | ||
| 810-01-B | concrete railing (median barrier) | 3,463.70 | LNFT | 110.00 | 381,007.00 | 250.00 | 865,925.00 | 125.00 | 432,962.50 | ||
| 813-01 | concrete approach slabs | 10,806.85 | SQYD | 211.92 | 2,290,187.65 | 220.00 | 2,377,507.00 | 290.00 | 3,133,986.50 | ||
| 814-01-C | drilled shaft (30") | 1,500.0 | LNFT | 256.19 | 384,285.00 | 225.00 | 337,500.00 | 270.00 | 405,000.00 | ||
| 814-01-E | drilled shaft (48") | 2,656.5 | LNFT | 513.93 | 1,365,255.05 | 450.00 | 1,195,425.00 | 490.00 | 1,301,685.00 | ||
| 814-02-C | trial shaft (30") | 75.0 | LNFT | 304.33 | 22,824.75 | 410.00 | 30,750.00 | 200.00 | 15,000.00 | ||
| 814-02-E | trial shaft (48") | 223.5 | LNFT | 549.13 | 122,730.56 | 1,450.00 | 324,075.00 | 585.00 | 130,747.50 | ||
| 814-04-C | crosshole sonic logging (30") | 20 | EACH | 5,779.48 | 115,589.60 | 5,000.00 | 100,000.00 | 4,400.00 | 88,000.00 | ||
| 814-04-E | crosshole sonic logging (48") | 32 | EACH | 7,035.89 | 225,148.48 | 5,700.00 | 182,400.00 | 5,000.00 | 160,000.00 | ||
| S-001 | impact attenuator (construction zone) | 20 | EACH | 23,356.63 | 467,132.60 | 15,000.00 | 300,000.00 | 17,500.00 | 350,000.00 | ||
| S-002 | impact attenuator (kinetic) | 1 | EACH | 28,438.80 | 28,438.80 | 20,000.00 | 20,000.00 | 25,000.00 | 25,000.00 | ||
| S-003 | noise barrier(10' height)(structure mounted) | 842.5 | LNFT | 496.06 | 417,930.55 | 410.00 | 345,425.00 | 455.00 | 383,337.50 | ||
| S-004 | noise barrier (16' height)(ground mounted) | 5,580.0 | LNFT | 547.06 | 3,052,594.80 | 375.00 | 2,092,500.00 | 420.00 | 2,343,600.00 | ||
| S-005 | dynamic message sign unit | 4 | EACH | 39,030.33 | 156,121.32 | 16,500.00 | 66,000.00 | 25,000.00 | 100,000.00 | ||
| S-102 | hydro-demolition and resurfacing of bridge deck | 25,650 | SQFT | 16.00 | 410,400.00 | 20.00 | 513,000.00 | 17.50 | 448,875.00 | ||
| S-103 | underpass circuit breaker disconnect | 6 | EACH | 2,010.25 | 12,061.50 | 2,000.00 | 12,000.00 | 2,200.00 | 13,200.00 | ||
| S-104 | modular break-away cable system (low mast) | 13 | EACH | 1,633.33 | 21,233.29 | 1,300.00 | 16,900.00 | 1,400.00 | 18,200.00 | ||
| S-105 | marker tape(underground) | 21,700 | LNFT | 0.88 | 19,096.00 | 0.50 | 10,850.00 | 0.42 | 9,114.00 | ||
| S-106 | deck drainage system | 16 | EACH | 2,500.00 | 40,000.00 | 19,000.00 | 304,000.00 | 6,000.00 | 96,000.00 | ||
| S-107 | sheet pile whalers | 330 | LNFT | 220.72 | 72,837.60 | 240.00 | 79,200.00 | 260.00 | 85,800.00 | ||
| S-108 | sheet pile anchors | 54 | EACH | 18,939.10 | 1,022,711.40 | 19,600.00 | 1,058,400.00 | 14,000.00 | 756,000.00 | ||
| S-109 | furnishing latex modified cement concrete (very early strength) (1-1/2" depth) |
119.00 | CUYD | 2,000.00 | 238,000.00 | 205.00 | 24,395.00 | 1.00 | 119.00 | ||
| S-110 | placing and finishing latex modified cement concrete (very early strength) (1-1/2" depth) |
2,850 | SQYD | 110.00 | 313,500.00 | 12.00 | 34,200.00 | 1.00 | 2,850.00 | ||
| S-111 | test drilled shaft (30" diameter) | 1 | EACH | 47,809.87 | 47,809.87 | 90,000.00 | 90,000.00 | 125,000.00 | 125,000.00 | ||
| S-112 | test drilled shaft (48" diameter) | 3 | EACH | 60,824.64 | 182,473.92 | 78,000.00 | 234,000.00 | 150,000.00 | 450,000.00 | ||
| S-113 | load test drilled shaft (30" diameter) | 1 | EACH | 87,163.33 | 87,163.33 | 70,000.00 | 70,000.00 | 90,000.00 | 90,000.00 | ||
| S-114 | load test drilled shaft (48" diameter) | 3 | EACH | 98,565.23 | 295,695.69 | 65,000.00 | 195,000.00 | 100,000.00 | 300,000.00 | ||
| S-201 | cctv camera site - removal of equipment | 3 | EACH | 4,430.85 | 13,292.55 | 4,800.00 | 14,400.00 | 5,000.00 | 15,000.00 | ||
| S-202 | cctv camera site - new | 3 | EACH | 3,391.52 | 10,174.56 | 40,000.00 | 120,000.00 | 41,000.00 | 123,000.00 | ||
| S-203 | cctv camera site - relocation | 1 | EACH | 35,009.21 | 35,009.21 | 37,000.00 | 37,000.00 | 40,000.00 | 40,000.00 | ||
| S-204 | dynamic message sign cabinet relocation | 1 | EACH | 21,880.75 | 21,880.75 | 70,000.00 | 70,000.00 | 75,000.00 | 75,000.00 | ||
| S-205 | rvd site - removal of equipment | 4 | EACH | 3,282.12 | 13,128.48 | 2,500.00 | 10,000.00 | 2,500.00 | 10,000.00 | ||
| S-206 | rvd site - relocation | 4 | EACH | 27,350.94 | 109,403.76 | 11,000.00 | 44,000.00 | 12,000.00 | 48,000.00 | ||
| S-207 | 96 strand optical fiber cable | 30,370 | LNFT | 4.38 | 133,020.60 | 3.50 | 106,295.00 | 4.10 | 124,517.00 | ||
| S-208 | optical fiber drop cable | 900 | LNFT | 6.56 | 5,904.00 | 4.75 | 4,275.00 | 5.40 | 4,860.00 | ||
| S-209 | optical fiber patch cord | 30 | EACH | 136.75 | 4,102.50 | 46.00 | 1,380.00 | 51.00 | 1,530.00 | ||
| S-210 | backbone construction - trench | 18,600 | LNFT | 24.62 | 457,932.00 | 27.00 | 502,200.00 | 28.00 | 520,800.00 | ||
| S-211 | backbone construction - bore | 2,000 | LNFT | 88.62 | 177,240.00 | 87.00 | 174,000.00 | 98.00 | 196,000.00 | ||
| S-212 | device build out - trench | 900 | LNFT | 17.50 | 15,750.00 | 23.00 | 20,700.00 | 26.00 | 23,400.00 | ||
| S-213 | device build out - bore | 900 | LNFT | 49.23 | 44,307.00 | 75.00 | 67,500.00 | 83.00 | 74,700.00 | ||
| S-214 | splice closure | 9 | EACH | 1,575.41 | 14,178.69 | 2,600.00 | 23,400.00 | 2,800.00 | 25,200.00 | ||
| S-215 | underground handhole / pullbox | 27 | EACH | 2,461.58 | 66,462.66 | 3,400.00 | 91,800.00 | 3,800.00 | 102,600.00 | ||
| S-216 | electrical power conductors | 61,800 | LNFT | 3.45 | 213,210.00 | 2.75 | 169,950.00 | 3.10 | 191,580.00 | ||
| S-217 | 65' pole - foundation - two lowering devices | 4 | EACH | 67,939.74 | 271,758.96 | 90,000.00 | 360,000.00 | 100,000.00 | 400,000.00 | ||
| S-218 | lowering tool, electric hoise assembly, and clutch adapter |
1 | EACH | 6,017.20 | 6,017.20 | 3,750.00 | 3,750.00 | 4,200.00 | 4,200.00 | ||
| S-219 | removal of 65' bendable cctv camera poles | 3 | EACH | 4,923.17 | 14,769.51 | 2,350.00 | 7,050.00 | 2,700.00 | 8,100.00 | ||
| S-220 | removal of 40' rvd poles | 4 | EACH | 382.92 | 1,531.68 | 1,575.00 | 6,300.00 | 1,800.00 | 7,200.00 | ||
| S-221 | communications system integration | lump | LUMP | 207,867.15 | 207,867.15 | 135,000.00 | 135,000.00 | 145,000.00 | 145,000.00 | ||
| S-222 | cctv camera assembly | 2 | EACH | 5,907.81 | 11,815.62 | 3,225.00 | 6,450.00 | 3,600.00 | 7,200.00 | ||
| S-223 | standalone digital video/data encoder | 2 | EACH | 3,347.76 | 6,695.52 | 2,700.00 | 5,400.00 | 3,000.00 | 6,000.00 | ||
| S-224 | local ethernet switch | 2 | EACH | 4,037.00 | 8,074.00 | 1,650.00 | 3,300.00 | 1,800.00 | 3,600.00 | ||
| S-225 | cctv camera lowering device | 2 | EACH | 7,754.00 | 15,508.00 | 6,100.00 | 12,200.00 | 6,800.00 | 13,600.00 | ||
| S-226 | power surge supressor | 2 | EACH | 246.16 | 492.32 | 125.00 | 250.00 | 130.00 | 260.00 | ||
| S-227 | video surge supressor | 2 | EACH | 246.16 | 492.32 | 110.00 | 220.00 | 120.00 | 240.00 | ||
| S-228 | data surge supressor | 2 | EACH | 246.16 | 492.32 | 150.00 | 300.00 | 150.00 | 300.00 | ||
| S-229 | gigabit ethernet aggregation switch | 1 | EACH | 38,291.32 | 38,291.32 | 32,000.00 | 32,000.00 | 35,000.00 | 35,000.00 | ||
| S-230 | removal of 48 count fiber optic and #20 power conductor |
lump | LUMP | 12,034.42 | 12,034.42 | 12,000.00 | 12,000.00 | 13,000.00 | 13,000.00 | ||
| S-231 | removal of pull boxes | 30 | EACH | 250.00 | 7,500.00 | 300.00 | 9,000.00 | 320.00 | 9,600.00 | ||
| SUBTOTAL GENERAL | 69,750,887.95 | 84,906,747.50 | 84,885,576.13 | ||||||||
| ALTERNATE A | alternate pavement types | ||||||||||
| ALTERNATE A1 | portland cement concrete pavement | ||||||||||
| 601-01-Q | portland cement concrete pavement (13" thick) | 230,456.4 | SQYD | 58.00 | 13,366,471.20 | 70.00 | 16,131,948.00 | 74.25 | 17,111,387.70 | ||
| 601-03-Q | portland cement concrete shoulder (13" thick) | 46,223.1 | SQYD | 58.00 | 2,680,939.80 | 70.00 | 3,235,617.00 | 80.00 | 3,697,848.00 | ||
| 706-03-A | incidental concrete paving (4" thick) | 5,931.9 | SQYD | 50.00 | 296,595.00 | 35.00 | 207,616.50 | 52.00 | 308,458.80 | ||
| 707-01 | concrete curb (barrier) | 603.0 | LNFT | 45.00 | 27,135.00 | 20.00 | 12,060.00 | 20.00 | 12,060.00 | ||
| 732-03-A-01 | plastic pvmt striping (broken line)(4"width)preformed marking tape (type v) |
16.544 | MILE | 3,909.00 | 64,670.50 | 4,265.00 | 70,560.16 | 4,300.00 | 71,139.20 | ||
| 732-03-C-01 | plastic pvmt striping (broken line)(8"width)preformed marking tape (type v) |
1.696 | MILE | 7,842.61 | 13,301.07 | 10,120.00 | 17,163.52 | 8,500.00 | 14,416.00 | ||
| SUBTOTAL ALT A1 | 16,449,112.57 | 19,674,965.18 | 21,215,309.70 | ||||||||
| ALTERNATE A2 | superpave asphaltic concrete pavement | ||||||||||
| 502-01 | superpave asphaltic concrete | 167,391.3 | TON | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | ||
| 508-01 | asphalt concrete (sma) wearing course | 30,764.0 | TON | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | ||
| 706-03-A | incidental concrete paving (4" thick) | 4,433.9 | SQYD | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | ||
| 707-03 | combination concrete curb & gutter | 603.0 | LNFT | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | ||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 16.544 | MILE | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | ||
| 732-03-C | plastic pavement striping (broken line)(8" width) | 1.696 | MILE | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | ||
| ITEM TOTAL (CONSTRUCTION BID) | 86,200,000.52 | 104,581,712.68 | 106,100,885.83 | ||||||||
| NUMBER OF DAYS BID AT $15,000 PER DAY. | 14,250,000.00 | 13,650,000.00 | 13,500,000.00 | ||||||||
| LIFE CYCLE COST | 9,348,000.00 | 9,348,000.00 | 9,348,000.00 | ||||||||
| TOTAL BID | 109,798,000.52 | 127,579,712.68 | 128,948,885.83 | ||||||||