| |||
| DBE GOAL FED | |||
| Lead Project: 455-09-0008 | |||
| Parish: CADDO | |||
| Routes: I-49, US 71 | |||
| Description: I-49 NORTH, (LA 2 TO MIRA-MYRTIS ROAD) | |||
| Type Const:
grad,class ii bc, lime trmt, drain struct, superpave acp, girder span bridge,(alt. a - pavement alternates), (alt. d - bridge foundation alternates), and related work. | |||
| Estimated Construction Cost: $27,242,689.31 | |||
| Maximum Number of Days Allowed for Construction: 750 | |||
| Calculated Daily User Cost: $1,000.00 | |||
| Rank | License | Bidder | Construction Bid | Bidder's Proposed Contract Time | Life Cycle Cost | Total Bid |
|---|---|---|---|---|---|---|
| 1 | 47577 | T.J. LAMBRECHT CONSTRUCTION, INC. | $19,430,012.87 | 450 | $565,000.00 | $20,445,012.87 |
| 2 | 39670 | EUTAW CONSTRUCTION CO. INC. | $19,405,702.08 | 500 | $565,000.00 | $20,470,702.08 |
| 3 | 34567 | JAMES CONSTRUCTION GROUP LLC | $19,520,048.22 | 650 | $565,000.00 | $20,735,048.22 |
| 4 | 39462 | DENTON-JAMES LLC | $20,055,972.65 | 540 | $565,000.00 | $21,160,972.65 |
| 5 | 42076 | AUSTIN BRIDGE & ROAD, LP | $20,351,886.43 | 600 | $565,000.00 | $21,516,886.43 |
| 6 | 33685 | SPECIALTY CONTRACTORS | $20,355,783.55 | 700 | $1,678,000.00 | $22,734,583.55 |
| 7 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $24,463,133.86 | 700 | $565,000.00 | $25,728,133.86 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - T.J. LAMBRECHT CONSTRUCTION, INC. |
- 2 - EUTAW CONSTRUCTION CO. INC. |
- 3 - JAMES CONSTRUCTION GROUP LLC |
- 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 | 229,950.00 | 229,950.00 | 500,000.00 | 500,000.00 | 750,000.00 | 750,000.00 | 750,000.00 | 750,000.00 |
| 202-01 | removal of structures & obstructions | lump | LUMP | 12,129.53 | 12,129.53 | 15,000.00 | 15,000.00 | 40,000.00 | 40,000.00 | 30,000.00 | 30,000.00 |
| 202-02-B | removal of concrete box culvert (sta. 47+920; 3' x 3' x 76') |
1 | EACH | 1,046.35 | 1,046.35 | 1,370.00 | 1,370.00 | 10,000.00 | 10,000.00 | 8,000.00 | 8,000.00 |
| 202-02-C | removal of portland cement concrete pavement | 4,862 | SQYD | 7.72 | 37,534.64 | 5.00 | 24,310.00 | 7.00 | 34,034.00 | 7.00 | 34,034.00 |
| 202-02-G | removal of surfacing & stabilized base | 3,241.2 | SQYD | 1.54 | 4,991.45 | 1.65 | 5,347.98 | 4.00 | 12,964.80 | 4.00 | 12,964.80 |
| 202-02-H | removal of guard rail | 1,370 | LNFT | 3.68 | 5,041.60 | 2.60 | 3,562.00 | 7.00 | 9,590.00 | 4.00 | 5,480.00 |
| 202-02-01 | removal of wood barn (lt. of sta. 1508+73; 15' x 10') | 1 | EACH | 550.54 | 550.54 | 295.00 | 295.00 | 250.00 | 250.00 | 1.00 | 1.00 |
| 202-02-02 | removal of wood frame house (lt. of sta. 1549+99; 1665 sq. ft.) |
1 | EACH | 1,101.11 | 1,101.11 | 2,395.00 | 2,395.00 | 1,500.00 | 1,500.00 | 1.00 | 1.00 |
| 202-02-03 | removal of wood barn (lt. of sta. 1551+00; 270 sq. ft.) | 1 | EACH | 550.54 | 550.54 | 295.00 | 295.00 | 250.00 | 250.00 | 1.00 | 1.00 |
| 202-02-04 | removal of metal shed (lt. of sta. 1552+01; 80 sq. ft.) | 1 | EACH | 550.54 | 550.54 | 235.00 | 235.00 | 1,500.00 | 1,500.00 | 1.00 | 1.00 |
| 202-02-05 | removal of metal oilwell (no tanks) with utility pole (rt. of sta. 1522+00) |
1 | EACH | 84,000.00 | 84,000.00 | 35,000.00 | 35,000.00 | 7,000.00 | 7,000.00 | 1.00 | 1.00 |
| 203-01 | general excavation | 1,079,556 | CUYD | 1.79 | 1,932,405.24 | 1.90 | 2,051,156.40 | 2.00 | 2,159,112.00 | 2.10 | 2,267,067.60 |
| 203-03 | embankment | 1,076,158 | CUYD | 1.64 | 1,764,899.12 | 1.50 | 1,614,237.00 | 2.00 | 2,152,316.00 | 1.90 | 2,044,700.20 |
| 203-04 | nonplastic embankment (stone) | 2,161 | CUYD | 96.46 | 208,450.06 | 109.00 | 235,549.00 | 85.00 | 183,685.00 | 110.00 | 237,710.00 |
| 204-02 | temporary hay or straw bales | 84 | EACH | 10.50 | 882.00 | 15.00 | 1,260.00 | 100.00 | 8,400.00 | 10.00 | 840.00 |
| 204-03 | temporary slope drains | 2,035 | LNFT | 18.54 | 37,728.90 | 9.00 | 18,315.00 | 10.00 | 20,350.00 | 15.00 | 30,525.00 |
| 204-05-A | temporary sediment check dams (hay) | 48 | EACH | 126.00 | 6,048.00 | 200.00 | 9,600.00 | 145.00 | 6,960.00 | 120.00 | 5,760.00 |
| 204-05-B | temporary sediment check dams (stone) | 25 | EACH | 551.25 | 13,781.25 | 490.00 | 12,250.00 | 500.00 | 12,500.00 | 700.00 | 17,500.00 |
| 204-06 | temporary silt fencing | 10,400 | LNFT | 1.58 | 16,432.00 | 2.00 | 20,800.00 | 2.50 | 26,000.00 | 2.00 | 20,800.00 |
| 204-07 | temporary stone construction entrance | 2 | EACH | 4,009.97 | 8,019.94 | 3,250.00 | 6,500.00 | 5,700.00 | 11,400.00 | 2,500.00 | 5,000.00 |
| 302-01 | class ii base course | 17,205.2 | CUYD | 84.21 | 1,448,849.89 | 87.50 | 1,505,455.00 | 75.00 | 1,290,390.00 | 75.00 | 1,290,390.00 |
| 302-02-B-01 | class ii base course (6" thick) (soil cement) | 120,332.8 | SQYD | 6.76 | 813,449.73 | 5.00 | 601,664.00 | 7.00 | 842,329.60 | 6.50 | 782,163.20 |
| 305-01-D | subgrade layer (12" thick) | 120,333 | SQYD | 7.89 | 949,427.37 | 8.00 | 962,664.00 | 7.75 | 932,580.75 | 8.00 | 962,664.00 |
| 502-01 | superpave asphaltic concrete | 12,913.3 | TON | 87.56 | 1,130,688.55 | 84.00 | 1,084,717.20 | 82.50 | 1,065,347.25 | 83.00 | 1,071,803.90 |
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
318.4 | TON | 193.18 | 61,508.51 | 184.00 | 58,585.60 | 182.00 | 57,948.80 | 190.00 | 60,496.00 |
| 701-01-I | cross drain pipe (24" rcp/pcp) | 1,078 | LNFT | 68.25 | 73,573.50 | 57.00 | 61,446.00 | 80.00 | 86,240.00 | 60.00 | 64,680.00 |
| 701-01-I-01 | cross drain pipe (24" rcp) | 152 | LNFT | 68.25 | 10,374.00 | 60.00 | 9,120.00 | 80.00 | 12,160.00 | 60.00 | 9,120.00 |
| 701-01-K | cross drain pipe (30" rcp) | 380 | LNFT | 84.00 | 31,920.00 | 95.00 | 36,100.00 | 105.00 | 39,900.00 | 95.00 | 36,100.00 |
| 701-01-M | cross drain pipe (36" rcp/pcp) | 456 | LNFT | 102.90 | 46,922.40 | 100.00 | 45,600.00 | 140.00 | 63,840.00 | 100.00 | 45,600.00 |
| 701-01-O | cross drain pipe (48" rcp) | 320 | LNFT | 152.25 | 48,720.00 | 170.00 | 54,400.00 | 215.00 | 68,800.00 | 170.00 | 54,400.00 |
| 701-01-P | cross drain pipe (54" rcp) | 512 | LNFT | 157.50 | 80,640.00 | 215.00 | 110,080.00 | 270.00 | 138,240.00 | 220.00 | 112,640.00 |
| 701-01-P-01 | cross drain pipe (54" rcp)(class v) | 544 | LNFT | 286.65 | 155,937.60 | 280.00 | 152,320.00 | 325.00 | 176,800.00 | 280.00 | 152,320.00 |
| 701-01-S | cross drain pipe (72" rcp) | 384 | LNFT | 304.50 | 116,928.00 | 380.00 | 145,920.00 | 445.00 | 170,880.00 | 380.00 | 145,920.00 |
| 701-01-S-01 | cross drain pipe (72" rcp)(class v) | 922 | LNFT | 462.00 | 425,964.00 | 430.00 | 396,460.00 | 550.00 | 507,100.00 | 430.00 | 396,460.00 |
| 701-05-G-01 | side drain pipe (18")(erosion) | 174 | LNFT | 33.60 | 5,846.40 | 50.00 | 8,700.00 | 45.00 | 7,830.00 | 55.00 | 9,570.00 |
| 702-03-A | catch basins (cb-01) | 8 | EACH | 3,858.75 | 30,870.00 | 1,800.00 | 14,400.00 | 3,500.00 | 28,000.00 | 2,200.00 | 17,600.00 |
| 702-03-B | catch basins (cb-02) | 4 | EACH | 4,410.00 | 17,640.00 | 2,500.00 | 10,000.00 | 3,750.00 | 15,000.00 | 3,000.00 | 12,000.00 |
| 704-03 | blocked out guard rail | 325.0 | LNFT | 18.90 | 6,142.50 | 18.00 | 5,850.00 | 18.27 | 5,937.75 | 20.00 | 6,500.00 |
| 704-08-B | guard rail transitions (double thrie beam) | 100.0 | LNFT | 57.75 | 5,775.00 | 55.00 | 5,500.00 | 55.84 | 5,584.00 | 60.00 | 6,000.00 |
| 704-11-A | guard rail end treatment (flared) | 4 | EACH | 1,995.00 | 7,980.00 | 1,900.00 | 7,600.00 | 1,928.94 | 7,715.76 | 2,000.00 | 8,000.00 |
| 705-02 | combination mesh & barbed wire fence | 30,662 | LNFT | 5.36 | 164,348.32 | 5.10 | 156,376.20 | 5.00 | 153,310.00 | 5.50 | 168,641.00 |
| 706-03-C | incidental concrete paving (6" thick) | 111.4 | SQYD | 131.25 | 14,621.25 | 60.00 | 6,684.00 | 125.00 | 13,925.00 | 90.00 | 10,026.00 |
| 708-01 | right-of-way monument | 57 | EACH | 126.00 | 7,182.00 | 120.00 | 6,840.00 | 200.00 | 11,400.00 | 150.00 | 8,550.00 |
| 708-02 | right-of-way monument witness post | 57 | EACH | 84.00 | 4,788.00 | 80.00 | 4,560.00 | 50.00 | 2,850.00 | 70.00 | 3,990.00 |
| 712-01-A | concrete cast-in-place revetment (4" thick) | 1,242 | SQYD | 68.25 | 84,766.50 | 75.00 | 93,150.00 | 45.00 | 55,890.00 | 65.00 | 80,730.00 |
| 712-02 | sacked concrete revetment | 102 | SQYD | 157.50 | 16,065.00 | 77.00 | 7,854.00 | 150.00 | 15,300.00 | 100.00 | 10,200.00 |
| 712-04 | flexible revetment | 312 | SQYD | 78.75 | 24,570.00 | 77.00 | 24,024.00 | 75.00 | 23,400.00 | 90.00 | 28,080.00 |
| 713-01 | temporary signs & barricades | lump | LUMP | 9,450.00 | 9,450.00 | 65,000.00 | 65,000.00 | 25,000.00 | 25,000.00 | 80,000.00 | 80,000.00 |
| 716-01-A | mulch (vegetative) | 149.2 | TON | 441.00 | 65,797.20 | 500.00 | 74,600.00 | 420.00 | 62,664.00 | 440.00 | 65,648.00 |
| 717-01 | seeding | 8,952 | LB | 8.40 | 75,196.80 | 10.00 | 89,520.00 | 8.00 | 71,616.00 | 8.50 | 76,092.00 |
| 718-01 | fertilizer | 149,230 | LB | 0.34 | 50,738.20 | 0.65 | 96,999.50 | 0.32 | 47,753.60 | 0.34 | 50,738.20 |
| 718-02 | agricultural lime | 140.0 | TON | 84.00 | 11,760.00 | 125.00 | 17,500.00 | 80.00 | 11,200.00 | 90.00 | 12,600.00 |
| 720-01-A | erosion control system, slope protection (type a) | 25,275 | SQYD | 1.31 | 33,110.25 | 2.00 | 50,550.00 | 1.25 | 31,593.75 | 1.40 | 35,385.00 |
| 720-01-C | erosion control system, flexible channel liner (type c) | 2,600 | SQYD | 1.79 | 4,654.00 | 2.00 | 5,200.00 | 1.70 | 4,420.00 | 1.80 | 4,680.00 |
| 720-01-D | erosion control system, flexible channel liner (type d) | 13,358 | SQYD | 1.79 | 23,910.82 | 2.00 | 26,716.00 | 1.70 | 22,708.60 | 1.80 | 24,044.40 |
| 720-01-E | erosion control system, flexible channel liner (type e) | 934 | SQYD | 2.73 | 2,549.82 | 3.00 | 2,802.00 | 2.60 | 2,428.40 | 2.70 | 2,521.80 |
| 720-01-F | erosion control system, flexible channel liner (type f) | 1,712 | SQYD | 2.73 | 4,673.76 | 5.00 | 8,560.00 | 2.60 | 4,451.20 | 2.70 | 4,622.40 |
| 722-02 | project site laboratory (equipped) | 1 | EACH | 32,904.69 | 32,904.69 | 40,000.00 | 40,000.00 | 20,000.00 | 20,000.00 | 30,000.00 | 30,000.00 |
| 725-01 | temporary detour roads | 7,482.8 | SQYD | 49.63 | 371,371.36 | 55.00 | 411,554.00 | 55.00 | 411,554.00 | 45.00 | 336,726.00 |
| 726-01 | bedding material | 1,255.2 | CUYD | 88.20 | 110,708.64 | 78.00 | 97,905.60 | 110.00 | 138,072.00 | 70.00 | 87,864.00 |
| 727-01 | mobilization | lump | LUMP | 1,900,000.00 | 1,900,000.00 | 1,516,000.00 | 1,516,000.00 | 1,800,000.00 | 1,800,000.00 | 1,900,000.00 | 1,900,000.00 |
| 729-16-B | object marker assembly (type 2) | 26 | EACH | 63.00 | 1,638.00 | 60.00 | 1,560.00 | 60.00 | 1,560.00 | 60.00 | 1,560.00 |
| 729-16-C | object marker assembly (type 3) | 4 | EACH | 75.60 | 302.40 | 72.00 | 288.00 | 75.00 | 300.00 | 75.00 | 300.00 |
| 731-01 | nonreflectorized raised pavement markers | 220 | EACH | 15.75 | 3,465.00 | 12.00 | 2,640.00 | 15.00 | 3,300.00 | 15.00 | 3,300.00 |
| 731-02 | reflectorized raised pavement markers | 842 | EACH | 5.25 | 4,420.50 | 7.00 | 5,894.00 | 5.10 | 4,294.20 | 5.00 | 4,210.00 |
| 732-02-A | plastic pavement striping (solid line) (4" width) | 12.319 | MILE | 2,205.00 | 27,163.40 | 2,500.00 | 30,797.50 | 2,690.00 | 33,138.11 | 2,200.00 | 27,101.80 |
| 740-01 | construction layout | lump | LUMP | 221,382.18 | 221,382.18 | 400,000.00 | 400,000.00 | 100,000.00 | 100,000.00 | 300,000.00 | 300,000.00 |
| 805-03 | class aa concrete | 14.18 | CUYD | 735.00 | 10,422.30 | 775.00 | 10,989.50 | 375.00 | 5,317.50 | 700.00 | 9,926.00 |
| 805-04 | class aa(m) concrete | 700.28 | CUYD | 630.00 | 441,176.40 | 550.00 | 385,154.00 | 565.00 | 395,658.20 | 600.00 | 420,168.00 |
| 805-08-G | precast-prestressed concrete girders (type bt-72) | 2,439.4 | LNFT | 231.00 | 563,501.40 | 185.00 | 451,289.00 | 185.00 | 451,289.00 | 220.00 | 536,668.00 |
| 805-11 | strip seal joints | 129.44 | LNFT | 168.00 | 21,745.92 | 170.00 | 22,004.80 | 175.00 | 22,652.00 | 160.00 | 20,710.40 |
| 806-02 | deformed reinforcing steel (epoxy coated) | 112,216 | LB | 1.47 | 164,957.52 | 1.60 | 179,545.60 | 1.25 | 140,270.00 | 1.40 | 157,102.40 |
| 807-08 | structural metalwork | lump | LUMP | 7,875.00 | 7,875.00 | 7,500.00 | 7,500.00 | 10,000.00 | 10,000.00 | 7,500.00 | 7,500.00 |
| 810-01 | concrete railing (barrier) | 1,106.00 | LNFT | 68.25 | 75,484.50 | 70.00 | 77,420.00 | 60.00 | 66,360.00 | 65.00 | 71,890.00 |
| 813-01 | concrete approach slabs | 355.56 | SQYD | 215.25 | 76,534.29 | 270.00 | 96,001.20 | 220.00 | 78,223.20 | 205.00 | 72,889.80 |
| SUBTOTAL GENERAL | 14,468,485.68 | 14,307,538.08 | 15,212,334.47 | 15,369,278.90 | |||||||
| ALTERNATE A | alternate pavement types | ||||||||||
| ALTERNATE A1 | portland cement concrete pavement | ||||||||||
| 601-01-M | portland cement concrete pavement (11" thick) | 85,499.6 | SQYD | 47.73 | 4,080,895.91 | 50.00 | 4,274,980.00 | 43.00 | 3,676,482.80 | 45.00 | 3,847,482.00 |
| 601-04 | portland cement concrete pavement coring | 21 | EACH | 121.97 | 2,561.37 | 120.00 | 2,520.00 | 90.00 | 1,890.00 | 115.00 | 2,415.00 |
| 732-03-A-01 | plastic pvmt striping (broken line)(4"width)preformed marking tape (type v) |
5.397 | MILE | 3,675.00 | 19,833.98 | 5,500.00 | 29,683.50 | 3,950.00 | 21,318.15 | 3,600.00 | 19,429.20 |
| SUBTOTAL ALT A1 | 4,103,291.26 | 4,307,183.50 | 3,699,690.95 | 3,869,326.20 | |||||||
| ALTERNATE A2 | superpave asphaltic concrete pavement | ||||||||||
| 502-01-01 | superpave asphaltic concrete (alternate a2) | 51,727.4 | TON | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 732-03-A | plastic pavement striping (broken line)(4" width) | 5.397 | MILE | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| S-001 | rumble strips (ground-in) | 11.3 | MILE | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| ALTERNATE D | bridge foundation alternates | ||||||||||
| ALTERNATE D1 | pile foundation | ||||||||||
| 802-02 | structural excavation for intermediate bents | 387.0 | CUYD | 23.10 | 8,939.70 | 20.00 | 7,740.00 | 15.00 | 5,805.00 | 22.00 | 8,514.00 |
| 804-01-B | precast concrete piles (14") | 80 | LNFT | 183.75 | 14,700.00 | 80.00 | 6,400.00 | 78.00 | 6,240.00 | 175.00 | 14,000.00 |
| 804-01-D | precast concrete piles (18") | 2,430 | LNFT | 80.85 | 196,465.50 | 67.00 | 162,810.00 | 56.00 | 136,080.00 | 77.00 | 187,110.00 |
| 804-01-F | precast concrete piles (24") | 576 | LNFT | 178.50 | 102,816.00 | 100.00 | 57,600.00 | 128.00 | 73,728.00 | 170.00 | 97,920.00 |
| 804-05 | precast concrete test piles | 1 | EACH | 23,100.00 | 23,100.00 | 20,000.00 | 20,000.00 | 5,000.00 | 5,000.00 | 22,000.00 | 22,000.00 |
| 804-09 | loading test piles | 1 | EACH | 18,900.00 | 18,900.00 | 30,000.00 | 30,000.00 | 35,200.00 | 35,200.00 | 18,000.00 | 18,000.00 |
| 804-10 | reloading test piles | 1 | EACH | 1,050.00 | 1,050.00 | 3,000.00 | 3,000.00 | 4,750.00 | 4,750.00 | 1,000.00 | 1,000.00 |
| 804-11 | redriving test piles | 1 | EACH | 1,050.00 | 1,050.00 | 6,000.00 | 6,000.00 | 2,000.00 | 2,000.00 | 1,000.00 | 1,000.00 |
| 804-12 | loading permanent piles | 1 | EACH | 1,050.00 | 1,050.00 | 30,000.00 | 30,000.00 | 8,700.00 | 8,700.00 | 1,000.00 | 1,000.00 |
| 804-17 | dynamic monitoring | 33 | EACH | 1,260.00 | 41,580.00 | 1,500.00 | 49,500.00 | 525.00 | 17,325.00 | 1,200.00 | 39,600.00 |
| 805-01-D | class a concrete (footings) | 138.78 | CUYD | 378.00 | 52,458.84 | 450.00 | 62,451.00 | 235.00 | 32,613.30 | 360.00 | 49,960.80 |
| 805-01-F | class a concrete (bents) | 317.45 | CUYD | 708.75 | 224,992.69 | 550.00 | 174,597.50 | 550.00 | 174,597.50 | 675.00 | 214,278.75 |
| 806-01 | deformed reinforcing steel | 97,320 | LB | 1.26 | 122,623.20 | 1.35 | 131,382.00 | 0.95 | 92,454.00 | 1.20 | 116,784.00 |
| S-101 | dynamic analysis | 33 | EACH | 1,470.00 | 48,510.00 | 1,500.00 | 49,500.00 | 410.00 | 13,530.00 | 1,400.00 | 46,200.00 |
| SUBTOTAL ALT D1 | 858,235.93 | 790,980.50 | 608,022.80 | 817,367.55 | |||||||
| ALTERNATE D2 | drilled shaft foundation | ||||||||||
| 805-01-F | class a concrete (bents) | 350.01 | CUYD | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 806-01 | deformed reinforcing steel | 79,991 | LB | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 814-01-B | drilled shaft (24") | 100.0 | LNFT | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 814-01-J | drilled shaft (66") | 765.0 | LNFT | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 814-02-J | trial shaft (66") | 45.0 | LNFT | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 814-04-B | crosshole sonic logging (24") | 4 | EACH | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 814-04-J | crosshole sonic logging (66") | 15 | EACH | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| S-102 | test drilled shaft (66") | 1 | EACH | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| S-103 | load testing a drilled shaft | 1 | EACH | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| ITEM TOTAL (CONSTRUCTION BID) | 19,430,012.87 | 19,405,702.08 | 19,520,048.22 | 20,055,972.65 | |||||||
| NUMBER OF DAYS BID AT $1,000 PER DAY. | 450,000.00 | 500,000.00 | 650,000.00 | 540,000.00 | |||||||
| LIFE CYCLE COST | 565,000.00 | 565,000.00 | 565,000.00 | 565,000.00 | |||||||
| TOTAL BID | 20,445,012.87 | 20,470,702.08 | 20,735,048.22 | 21,160,972.65 | |||||||
| Item Number | Item Description | Quantity | Unit of Measure | - 5 - AUSTIN BRIDGE & ROAD, LP |
- 6 - SPECIALTY CONTRACTORS |
- 7 - GILCHRIST CONSTRUCTION CO. 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 | 600,000.00 | 600,000.00 | 1,200,000.00 | 1,200,000.00 | 950,000.00 | 950,000.00 | ||
| 202-01 | removal of structures & obstructions | lump | LUMP | 15,000.00 | 15,000.00 | 20,000.00 | 20,000.00 | 30,000.00 | 30,000.00 | ||
| 202-02-B | removal of concrete box culvert (sta. 47+920; 3' x 3' x 76') |
1 | EACH | 1,000.00 | 1,000.00 | 3,000.00 | 3,000.00 | 3,000.00 | 3,000.00 | ||
| 202-02-C | removal of portland cement concrete pavement | 4,862 | SQYD | 8.00 | 38,896.00 | 5.00 | 24,310.00 | 7.50 | 36,465.00 | ||
| 202-02-G | removal of surfacing & stabilized base | 3,241.2 | SQYD | 1.60 | 5,185.92 | 4.00 | 12,964.80 | 5.25 | 17,016.30 | ||
| 202-02-H | removal of guard rail | 1,370 | LNFT | 4.00 | 5,480.00 | 5.00 | 6,850.00 | 10.00 | 13,700.00 | ||
| 202-02-01 | removal of wood barn (lt. of sta. 1508+73; 15' x 10') | 1 | EACH | 750.00 | 750.00 | 500.00 | 500.00 | 2,000.00 | 2,000.00 | ||
| 202-02-02 | removal of wood frame house (lt. of sta. 1549+99; 1665 sq. ft.) |
1 | EACH | 1,500.00 | 1,500.00 | 5,000.00 | 5,000.00 | 4,500.00 | 4,500.00 | ||
| 202-02-03 | removal of wood barn (lt. of sta. 1551+00; 270 sq. ft.) | 1 | EACH | 750.00 | 750.00 | 1,000.00 | 1,000.00 | 1,500.00 | 1,500.00 | ||
| 202-02-04 | removal of metal shed (lt. of sta. 1552+01; 80 sq. ft.) | 1 | EACH | 750.00 | 750.00 | 500.00 | 500.00 | 900.00 | 900.00 | ||
| 202-02-05 | removal of metal oilwell (no tanks) with utility pole (rt. of sta. 1522+00) |
1 | EACH | 6,000.00 | 6,000.00 | 2,000.00 | 2,000.00 | 5,000.00 | 5,000.00 | ||
| 203-01 | general excavation | 1,079,556 | CUYD | 1.90 | 2,051,156.40 | 1.50 | 1,619,334.00 | 2.15 | 2,321,045.40 | ||
| 203-03 | embankment | 1,076,158 | CUYD | 1.84 | 1,980,130.72 | 2.88 | 3,099,335.04 | 3.50 | 3,766,553.00 | ||
| 203-04 | nonplastic embankment (stone) | 2,161 | CUYD | 95.00 | 205,295.00 | 82.00 | 177,202.00 | 155.00 | 334,955.00 | ||
| 204-02 | temporary hay or straw bales | 84 | EACH | 8.00 | 672.00 | 10.00 | 840.00 | 30.00 | 2,520.00 | ||
| 204-03 | temporary slope drains | 2,035 | LNFT | 14.50 | 29,507.50 | 15.00 | 30,525.00 | 22.00 | 44,770.00 | ||
| 204-05-A | temporary sediment check dams (hay) | 48 | EACH | 95.00 | 4,560.00 | 400.00 | 19,200.00 | 350.00 | 16,800.00 | ||
| 204-05-B | temporary sediment check dams (stone) | 25 | EACH | 450.00 | 11,250.00 | 600.00 | 15,000.00 | 1,100.00 | 27,500.00 | ||
| 204-06 | temporary silt fencing | 10,400 | LNFT | 2.10 | 21,840.00 | 2.00 | 20,800.00 | 2.00 | 20,800.00 | ||
| 204-07 | temporary stone construction entrance | 2 | EACH | 10,000.00 | 20,000.00 | 2,300.00 | 4,600.00 | 3,000.00 | 6,000.00 | ||
| 302-01 | class ii base course | 17,205.2 | CUYD | 76.00 | 1,307,595.20 | 80.00 | 1,376,416.00 | 95.00 | 1,634,494.00 | ||
| 302-02-B-01 | class ii base course (6" thick) (soil cement) | 120,332.8 | SQYD | 6.20 | 746,063.36 | 8.00 | 962,662.40 | 8.20 | 986,728.96 | ||
| 305-01-D | subgrade layer (12" thick) | 120,333 | SQYD | 7.80 | 938,597.40 | 6.76 | 813,451.08 | 8.00 | 962,664.00 | ||
| 502-01 | superpave asphaltic concrete | 12,913.3 | TON | 83.00 | 1,071,803.90 | 83.00 | 1,071,803.90 | 100.00 | 1,291,330.00 | ||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
318.4 | TON | 182.50 | 58,108.00 | 183.00 | 58,267.20 | 125.00 | 39,800.00 | ||
| 701-01-I | cross drain pipe (24" rcp/pcp) | 1,078 | LNFT | 57.69 | 62,189.82 | 80.00 | 86,240.00 | 73.00 | 78,694.00 | ||
| 701-01-I-01 | cross drain pipe (24" rcp) | 152 | LNFT | 60.73 | 9,230.96 | 80.00 | 12,160.00 | 100.00 | 15,200.00 | ||
| 701-01-K | cross drain pipe (30" rcp) | 380 | LNFT | 96.16 | 36,540.80 | 110.00 | 41,800.00 | 110.00 | 41,800.00 | ||
| 701-01-M | cross drain pipe (36" rcp/pcp) | 456 | LNFT | 101.22 | 46,156.32 | 163.00 | 74,328.00 | 135.00 | 61,560.00 | ||
| 701-01-O | cross drain pipe (48" rcp) | 320 | LNFT | 172.07 | 55,062.40 | 221.00 | 70,720.00 | 210.00 | 67,200.00 | ||
| 701-01-P | cross drain pipe (54" rcp) | 512 | LNFT | 217.62 | 111,421.44 | 328.00 | 167,936.00 | 260.00 | 133,120.00 | ||
| 701-01-P-01 | cross drain pipe (54" rcp)(class v) | 544 | LNFT | 283.41 | 154,175.04 | 378.00 | 205,632.00 | 350.00 | 190,400.00 | ||
| 701-01-S | cross drain pipe (72" rcp) | 384 | LNFT | 384.63 | 147,697.92 | 490.00 | 188,160.00 | 450.00 | 172,800.00 | ||
| 701-01-S-01 | cross drain pipe (72" rcp)(class v) | 922 | LNFT | 435.24 | 401,291.28 | 580.00 | 534,760.00 | 520.00 | 479,440.00 | ||
| 701-05-G-01 | side drain pipe (18")(erosion) | 174 | LNFT | 50.61 | 8,806.14 | 45.00 | 7,830.00 | 70.00 | 12,180.00 | ||
| 702-03-A | catch basins (cb-01) | 8 | EACH | 1,821.92 | 14,575.36 | 2,500.00 | 20,000.00 | 2,000.00 | 16,000.00 | ||
| 702-03-B | catch basins (cb-02) | 4 | EACH | 2,530.44 | 10,121.76 | 3,700.00 | 14,800.00 | 2,800.00 | 11,200.00 | ||
| 704-03 | blocked out guard rail | 325.0 | LNFT | 20.00 | 6,500.00 | 18.00 | 5,850.00 | 20.00 | 6,500.00 | ||
| 704-08-B | guard rail transitions (double thrie beam) | 100.0 | LNFT | 45.00 | 4,500.00 | 55.00 | 5,500.00 | 62.00 | 6,200.00 | ||
| 704-11-A | guard rail end treatment (flared) | 4 | EACH | 1,900.00 | 7,600.00 | 1,900.00 | 7,600.00 | 2,000.00 | 8,000.00 | ||
| 705-02 | combination mesh & barbed wire fence | 30,662 | LNFT | 6.45 | 197,769.90 | 8.00 | 245,296.00 | 5.90 | 180,905.80 | ||
| 706-03-C | incidental concrete paving (6" thick) | 111.4 | SQYD | 125.00 | 13,925.00 | 42.00 | 4,678.80 | 100.00 | 11,140.00 | ||
| 708-01 | right-of-way monument | 57 | EACH | 120.00 | 6,840.00 | 200.00 | 11,400.00 | 340.00 | 19,380.00 | ||
| 708-02 | right-of-way monument witness post | 57 | EACH | 80.00 | 4,560.00 | 100.00 | 5,700.00 | 340.00 | 19,380.00 | ||
| 712-01-A | concrete cast-in-place revetment (4" thick) | 1,242 | SQYD | 75.00 | 93,150.00 | 75.00 | 93,150.00 | 115.00 | 142,830.00 | ||
| 712-02 | sacked concrete revetment | 102 | SQYD | 150.00 | 15,300.00 | 200.00 | 20,400.00 | 100.00 | 10,200.00 | ||
| 712-04 | flexible revetment | 312 | SQYD | 75.00 | 23,400.00 | 75.00 | 23,400.00 | 95.00 | 29,640.00 | ||
| 713-01 | temporary signs & barricades | lump | LUMP | 55,000.00 | 55,000.00 | 25,000.00 | 25,000.00 | 200,000.00 | 200,000.00 | ||
| 716-01-A | mulch (vegetative) | 149.2 | TON | 500.00 | 74,600.00 | 1,000.00 | 149,200.00 | 500.00 | 74,600.00 | ||
| 717-01 | seeding | 8,952 | LB | 8.00 | 71,616.00 | 8.00 | 71,616.00 | 10.00 | 89,520.00 | ||
| 718-01 | fertilizer | 149,230 | LB | 0.60 | 89,538.00 | 0.80 | 119,384.00 | 0.40 | 59,692.00 | ||
| 718-02 | agricultural lime | 140.0 | TON | 100.00 | 14,000.00 | 150.00 | 21,000.00 | 92.00 | 12,880.00 | ||
| 720-01-A | erosion control system, slope protection (type a) | 25,275 | SQYD | 1.10 | 27,802.50 | 2.00 | 50,550.00 | 1.40 | 35,385.00 | ||
| 720-01-C | erosion control system, flexible channel liner (type c) | 2,600 | SQYD | 1.20 | 3,120.00 | 2.00 | 5,200.00 | 1.90 | 4,940.00 | ||
| 720-01-D | erosion control system, flexible channel liner (type d) | 13,358 | SQYD | 1.20 | 16,029.60 | 2.00 | 26,716.00 | 1.90 | 25,380.20 | ||
| 720-01-E | erosion control system, flexible channel liner (type e) | 934 | SQYD | 2.50 | 2,335.00 | 2.00 | 1,868.00 | 2.90 | 2,708.60 | ||
| 720-01-F | erosion control system, flexible channel liner (type f) | 1,712 | SQYD | 2.50 | 4,280.00 | 2.00 | 3,424.00 | 2.90 | 4,964.80 | ||
| 722-02 | project site laboratory (equipped) | 1 | EACH | 20,000.00 | 20,000.00 | 30,000.00 | 30,000.00 | 75,000.00 | 75,000.00 | ||
| 725-01 | temporary detour roads | 7,482.8 | SQYD | 130.00 | 972,764.00 | 37.00 | 276,863.60 | 60.00 | 448,968.00 | ||
| 726-01 | bedding material | 1,255.2 | CUYD | 79.00 | 99,160.80 | 80.00 | 100,416.00 | 85.00 | 106,692.00 | ||
| 727-01 | mobilization | lump | LUMP | 1,750,000.00 | 1,750,000.00 | 873,000.00 | 873,000.00 | 2,300,000.00 | 2,300,000.00 | ||
| 729-16-B | object marker assembly (type 2) | 26 | EACH | 60.00 | 1,560.00 | 60.00 | 1,560.00 | 65.00 | 1,690.00 | ||
| 729-16-C | object marker assembly (type 3) | 4 | EACH | 80.00 | 320.00 | 72.00 | 288.00 | 80.00 | 320.00 | ||
| 731-01 | nonreflectorized raised pavement markers | 220 | EACH | 15.00 | 3,300.00 | 15.00 | 3,300.00 | 17.00 | 3,740.00 | ||
| 731-02 | reflectorized raised pavement markers | 842 | EACH | 5.10 | 4,294.20 | 5.10 | 4,294.20 | 5.50 | 4,631.00 | ||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 12.319 | MILE | 2,690.22 | 33,140.82 | 2,690.00 | 33,138.11 | 2,400.00 | 29,565.60 | ||
| 740-01 | construction layout | lump | LUMP | 400,000.00 | 400,000.00 | 300,000.00 | 300,000.00 | 400,000.00 | 400,000.00 | ||
| 805-03 | class aa concrete | 14.18 | CUYD | 1,200.00 | 17,016.00 | 775.00 | 10,989.50 | 1,200.00 | 17,016.00 | ||
| 805-04 | class aa(m) concrete | 700.28 | CUYD | 750.00 | 525,210.00 | 550.00 | 385,154.00 | 800.00 | 560,224.00 | ||
| 805-08-G | precast-prestressed concrete girders (type bt-72) | 2,439.4 | LNFT | 220.00 | 536,668.00 | 185.00 | 451,289.00 | 200.00 | 487,880.00 | ||
| 805-11 | strip seal joints | 129.44 | LNFT | 300.00 | 38,832.00 | 170.00 | 22,004.80 | 190.00 | 24,593.60 | ||
| 806-02 | deformed reinforcing steel (epoxy coated) | 112,216 | LB | 1.10 | 123,437.60 | 1.60 | 179,545.60 | 1.25 | 140,270.00 | ||
| 807-08 | structural metalwork | lump | LUMP | 15,000.00 | 15,000.00 | 7,500.00 | 7,500.00 | 20,000.00 | 20,000.00 | ||
| 810-01 | concrete railing (barrier) | 1,106.00 | LNFT | 75.00 | 82,950.00 | 70.00 | 77,420.00 | 85.00 | 94,010.00 | ||
| 813-01 | concrete approach slabs | 355.56 | SQYD | 300.00 | 106,668.00 | 270.00 | 96,001.20 | 225.00 | 80,001.00 | ||
| SUBTOTAL GENERAL | 15,641,348.06 | 15,719,624.23 | 19,538,483.26 | ||||||||
| ALTERNATE A | alternate pavement types | ||||||||||
| ALTERNATE A1 | portland cement concrete pavement | ||||||||||
| 601-01-M | portland cement concrete pavement (11" thick) | 85,499.6 | SQYD | 42.00 | 3,590,983.20 | 0.00 | 0.00 | 48.50 | 4,146,730.60 | ||
| 601-04 | portland cement concrete pavement coring | 21 | EACH | 108.00 | 2,268.00 | 0.00 | 0.00 | 115.00 | 2,415.00 | ||
| 732-03-A-01 | plastic pvmt striping (broken line)(4"width)preformed marking tape (type v) |
5.397 | MILE | 3,945.00 | 21,291.17 | 0.00 | 0.00 | 4,000.00 | 21,588.00 | ||
| SUBTOTAL ALT A1 | 3,614,542.37 | 4,170,733.60 | |||||||||
| ALTERNATE A2 | superpave asphaltic concrete pavement | ||||||||||
| 502-01-01 | superpave asphaltic concrete (alternate a2) | 51,727.4 | TON | 0.00 | 0.00 | 74.12 | 3,834,034.89 | 0.00 | 0.00 | ||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 5.397 | MILE | 0.00 | 0.00 | 690.00 | 3,723.93 | 0.00 | 0.00 | ||
| S-001 | rumble strips (ground-in) | 11.3 | MILE | 0.00 | 0.00 | 600.00 | 6,780.00 | 0.00 | 0.00 | ||
| SUBTOTAL ALT A2 | 3,844,538.82 | ||||||||||
| ALTERNATE D | bridge foundation alternates | ||||||||||
| ALTERNATE D1 | pile foundation | ||||||||||
| 802-02 | structural excavation for intermediate bents | 387.0 | CUYD | 40.00 | 15,480.00 | 20.00 | 7,740.00 | 25.00 | 9,675.00 | ||
| 804-01-B | precast concrete piles (14") | 80 | LNFT | 175.00 | 14,000.00 | 88.00 | 7,040.00 | 140.00 | 11,200.00 | ||
| 804-01-D | precast concrete piles (18") | 2,430 | LNFT | 125.00 | 303,750.00 | 67.00 | 162,810.00 | 60.00 | 145,800.00 | ||
| 804-01-F | precast concrete piles (24") | 576 | LNFT | 190.00 | 109,440.00 | 100.00 | 57,600.00 | 120.00 | 69,120.00 | ||
| 804-05 | precast concrete test piles | 1 | EACH | 15,000.00 | 15,000.00 | 20,000.00 | 20,000.00 | 20,000.00 | 20,000.00 | ||
| 804-09 | loading test piles | 1 | EACH | 25,000.00 | 25,000.00 | 30,000.00 | 30,000.00 | 20,000.00 | 20,000.00 | ||
| 804-10 | reloading test piles | 1 | EACH | 6,000.00 | 6,000.00 | 3,000.00 | 3,000.00 | 1,000.00 | 1,000.00 | ||
| 804-11 | redriving test piles | 1 | EACH | 5,000.00 | 5,000.00 | 6,000.00 | 6,000.00 | 1,000.00 | 1,000.00 | ||
| 804-12 | loading permanent piles | 1 | EACH | 15,000.00 | 15,000.00 | 30,000.00 | 30,000.00 | 100.00 | 100.00 | ||
| 804-17 | dynamic monitoring | 33 | EACH | 1,600.00 | 52,800.00 | 1,500.00 | 49,500.00 | 2,000.00 | 66,000.00 | ||
| 805-01-D | class a concrete (footings) | 138.78 | CUYD | 1,000.00 | 138,780.00 | 450.00 | 62,451.00 | 300.00 | 41,634.00 | ||
| 805-01-F | class a concrete (bents) | 317.45 | CUYD | 800.00 | 253,960.00 | 550.00 | 174,597.50 | 600.00 | 190,470.00 | ||
| 806-01 | deformed reinforcing steel | 97,320 | LB | 1.05 | 102,186.00 | 1.35 | 131,382.00 | 1.15 | 111,918.00 | ||
| S-101 | dynamic analysis | 33 | EACH | 1,200.00 | 39,600.00 | 1,500.00 | 49,500.00 | 2,000.00 | 66,000.00 | ||
| SUBTOTAL ALT D1 | 1,095,996.00 | 791,620.50 | 753,917.00 | ||||||||
| ALTERNATE D2 | drilled shaft foundation | ||||||||||
| 805-01-F | class a concrete (bents) | 350.01 | CUYD | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | ||
| 806-01 | deformed reinforcing steel | 79,991 | LB | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | ||
| 814-01-B | drilled shaft (24") | 100.0 | LNFT | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | ||
| 814-01-J | drilled shaft (66") | 765.0 | LNFT | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | ||
| 814-02-J | trial shaft (66") | 45.0 | LNFT | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | ||
| 814-04-B | crosshole sonic logging (24") | 4 | EACH | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | ||
| 814-04-J | crosshole sonic logging (66") | 15 | EACH | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | ||
| S-102 | test drilled shaft (66") | 1 | EACH | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | ||
| S-103 | load testing a drilled shaft | 1 | EACH | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | ||
| ITEM TOTAL (CONSTRUCTION BID) | 20,351,886.43 | 20,355,783.55 | 24,463,133.86 | ||||||||
| NUMBER OF DAYS BID AT $1,000 PER DAY. | 600,000.00 | 700,000.00 | 700,000.00 | ||||||||
| LIFE CYCLE COST | 565,000.00 | 1,678,000.00 | 565,000.00 | ||||||||
| TOTAL BID | 21,516,886.43 | 22,734,583.55 | 25,728,133.86 | ||||||||