| READV |
| ||
| DBE GOAL FED | |||
| Lead Project: 006-05-0076 | |||
| Parish: ORLEANS, ST TAMMANY | |||
| Routes: US 90, LA 433 | |||
| Description: RIGOLETS PASS BRIDGE AND APPROACHES | |||
| Type Const:
rem. of br., superpave asph. conc. pav., temp. detour roads, conc. girder span br. , conc. slab span br., three pile supported footing alternates and related work. | |||
| Rank | License | Bidder | Amount |
|---|---|---|---|
| 1 | 00271 | MASSMAN CONSTRUCTION CO. | $50,569,158.10 |
| 2 | 02179 | BOH BROS. CONSTRUCTION CO., LLC. | $53,746,153.65 |
| 3 | 00755 | L & A CONTRACTING CO. | $54,803,248.66 |
| 4 | 01029 | TRAYLOR BROTHERS, INC. | $55,238,208.36 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - MASSMAN CONSTRUCTION CO. |
- 2 - BOH BROS. CONSTRUCTION CO., LLC. |
- 3 - L & A CONTRACTING CO. |
- 4 - TRAYLOR BROTHERS, INC. |
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing and grubbing | lump | lump | 35,000.00 | 35,000.00 | 500,000.00 | 500,000.00 | 3,000,000.00 | 3,000,000.00 | 66,000.00 | 66,000.00 |
| 202-01 | removal of structures & obstructions | lump | lump | 15,000.00 | 15,000.00 | 10,000.00 | 10,000.00 | 550,000.00 | 550,000.00 | 14,500.00 | 14,500.00 |
| 202-02-A | removal of bridges (sta. 14+756.514, 6.10m x 1188.568m steel high truss swing span & concrete span) |
1 | ea | 1,096,000.00 | 1,096,000.00 | 600,000.00 | 600,000.00 | 3,500,000.00 | 3,500,000.00 | 1,200,000.00 | 1,200,000.00 |
| 202-02-C | removal of portland cement concrete pavement | 6,325 | sq m | 9.00 | 56,925.00 | 5.00 | 31,625.00 | 9.90 | 62,617.50 | 9.00 | 56,925.00 |
| 202-02-C-01 | removal of portland cement concrete pavement with overlay |
6,214 | sq m | 9.00 | 55,926.00 | 7.00 | 43,498.00 | 9.90 | 61,518.60 | 10.00 | 62,140.00 |
| 202-02-G | removal of surfacing & stabilized base | 39,493.2 | sq m | 3.00 | 118,479.60 | 5.00 | 197,466.00 | 3.30 | 130,327.56 | 3.50 | 138,226.20 |
| 202-02-H | removal of guard rail | 58 | ln m | 11.00 | 638.00 | 20.00 | 1,160.00 | 14.30 | 829.40 | 18.00 | 1,044.00 |
| 202-02-I | removal of wood framed shed | lump | lump | 5,000.00 | 5,000.00 | 10,000.00 | 10,000.00 | 1,025.00 | 1,025.00 | 5,100.00 | 5,100.00 |
| 202-02-J | removal of metal framed boat hoist and slab | lump | lump | 5,000.00 | 5,000.00 | 20,000.00 | 20,000.00 | 2,550.00 | 2,550.00 | 5,100.00 | 5,100.00 |
| 202-02-K | removal of water well and slab | lump | lump | 5,000.00 | 5,000.00 | 10,000.00 | 10,000.00 | 1,025.00 | 1,025.00 | 5,100.00 | 5,100.00 |
| 202-02-L | removal of wood framed handicapped ramp | lump | lump | 1,000.00 | 1,000.00 | 5,000.00 | 5,000.00 | 1,244.00 | 1,244.00 | 1,100.00 | 1,100.00 |
| 202-02-M | removal of metal pole with signs | lump | lump | 2,500.00 | 2,500.00 | 5,000.00 | 5,000.00 | 1,025.00 | 1,025.00 | 2,600.00 | 2,600.00 |
| 202-02-N | removal of metal pole with signs and light | lump | lump | 4,000.00 | 4,000.00 | 5,000.00 | 5,000.00 | 1,025.00 | 1,025.00 | 4,100.00 | 4,100.00 |
| 202-02-O | removal of metal poles | lump | lump | 2,000.00 | 2,000.00 | 2,500.00 | 2,500.00 | 1,025.00 | 1,025.00 | 2,100.00 | 2,100.00 |
| 202-02-P | removal of fence (4' height) | 6.1 | l m | 82.00 | 500.20 | 100.00 | 610.00 | 210.00 | 1,281.00 | 85.00 | 518.50 |
| 202-02-Q | removal of fence (6' height) | 144.2 | l m | 7.00 | 1,009.40 | 30.00 | 4,326.00 | 9.00 | 1,297.80 | 8.00 | 1,153.60 |
| 202-02-R | removal of utility pole | 8 | each | 500.00 | 4,000.00 | 500.00 | 4,000.00 | 320.00 | 2,560.00 | 510.00 | 4,080.00 |
| 202-03-A | relocation of existing split rail fence | lump | lump | 5,000.00 | 5,000.00 | 10,000.00 | 10,000.00 | 14,084.00 | 14,084.00 | 9,000.00 | 9,000.00 |
| 203-01 | general excavation | 24,276 | cu m | 9.00 | 218,484.00 | 12.00 | 291,312.00 | 9.90 | 240,332.40 | 9.50 | 230,622.00 |
| 203-02 | drainage excavation | 777 | cu m | 9.00 | 6,993.00 | 18.00 | 13,986.00 | 9.90 | 7,692.30 | 9.00 | 6,993.00 |
| 203-04 | embankment | 8,723 | cu m | 20.00 | 174,460.00 | 6.50 | 56,699.50 | 28.50 | 248,605.50 | 21.00 | 183,183.00 |
| 203-05 | nonplastic embankment | 19,270 | cu m | 20.00 | 385,400.00 | 21.00 | 404,670.00 | 22.00 | 423,940.00 | 21.00 | 404,670.00 |
| 203-09 | geotextile fabric | 2,093 | sq m | 1.00 | 2,093.00 | 1.25 | 2,616.25 | 1.10 | 2,302.30 | 2.00 | 4,186.00 |
| 204-05-A | temporary sediment check dams (hay) | 6 | ea | 75.00 | 450.00 | 125.00 | 750.00 | 126.50 | 759.00 | 78.00 | 468.00 |
| 204-06 | temporary silt fencing | 5,398 | ln m | 2.65 | 14,304.70 | 4.00 | 21,592.00 | 4.30 | 23,211.40 | 3.00 | 16,194.00 |
| 302-02-A | class ii base course (150 mm thick) | 2,118.9 | sq m | 18.00 | 38,140.20 | 11.00 | 23,307.90 | 19.80 | 41,954.22 | 19.00 | 40,259.10 |
| 302-02-B | class ii base course (220 mm thick) | 8,681.2 | sq m | 15.00 | 130,218.00 | 14.00 | 121,536.80 | 16.50 | 143,239.80 | 16.00 | 138,899.20 |
| 302-02-D | class ii base course (300 mm thick) | 25,471.6 | sq m | 18.00 | 458,488.80 | 20.00 | 509,432.00 | 19.80 | 504,337.68 | 19.00 | 483,960.40 |
| 304-01 | lime | 90.60 | Mg | 100.00 | 9,060.00 | 100.00 | 9,060.00 | 110.00 | 9,966.00 | 105.00 | 9,513.00 |
| 304-04-D | lime treatment (type d) (300 mm thick) | 5,985 | sq m | 1.00 | 5,985.00 | 4.00 | 23,940.00 | 1.10 | 6,583.50 | 1.20 | 7,182.00 |
| 401-01 | aggregate surface course (net section) | 14.4 | cu m | 100.00 | 1,440.00 | 70.00 | 1,008.00 | 110.00 | 1,584.00 | 102.00 | 1,468.80 |
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 710.0 | cu m | 45.00 | 31,950.00 | 35.00 | 24,850.00 | 49.50 | 35,145.00 | 48.00 | 34,080.00 |
| 502-01 | superpave asphaltic concrete | 11,488.7 | Mg | 67.00 | 769,742.90 | 73.00 | 838,675.10 | 73.70 | 846,717.19 | 70.00 | 804,209.00 |
| 509-01 | cold planing asphaltic pavement | 1,918 | sq m | 5.00 | 9,590.00 | 4.00 | 7,672.00 | 5.50 | 10,549.00 | 5.50 | 10,549.00 |
| 509-02 | contractor retained reclaimed asphaltic pavement | - 48 | cu m | 10.00 | - 480.00 | 4.00 | - 192.00 | 11.00 | - 528.00 | 10.50 | - 504.00 |
| 703-03 | perforated pipe underdrains | 60 | ln m | 45.00 | 2,700.00 | 80.00 | 4,800.00 | 49.50 | 2,970.00 | 50.00 | 3,000.00 |
| 703-04 | nonperforated pipe underdrains | 20 | ln m | 45.00 | 900.00 | 100.00 | 2,000.00 | 49.50 | 990.00 | 50.00 | 1,000.00 |
| 704-03 | blocked out guard rail | 114.30 | ln m | 55.00 | 6,286.50 | 60.00 | 6,858.00 | 60.50 | 6,915.15 | 60.00 | 6,858.00 |
| 704-08-B | guard rail transitions (double thrie beam) | 30.48 | ln m | 135.00 | 4,114.80 | 140.00 | 4,267.20 | 148.50 | 4,526.28 | 140.00 | 4,267.20 |
| 704-11-A | guard rail end treatment (flared) | 4 | ea | 1,750.00 | 7,000.00 | 1,700.00 | 6,800.00 | 1,925.00 | 7,700.00 | 1,800.00 | 7,200.00 |
| 708-01 | right-of-way monument | 54 | ea | 50.00 | 2,700.00 | 500.00 | 27,000.00 | 73.65 | 3,977.10 | 240.00 | 12,960.00 |
| 708-02 | right-of-way monument witness post | 54 | ea | 75.00 | 4,050.00 | 500.00 | 27,000.00 | 57.15 | 3,086.10 | 860.00 | 46,440.00 |
| 711-04 | geotextile fabric | 7,840 | sq m | 3.00 | 23,520.00 | 2.00 | 15,680.00 | 1.30 | 10,192.00 | 3.00 | 23,520.00 |
| 712-04 | flexible revetment | 75 | sq m | 50.00 | 3,750.00 | 100.00 | 7,500.00 | 63.58 | 4,768.50 | 30.00 | 2,250.00 |
| 713-01 | temporary signs & barricades | lump | lump | 70,000.00 | 70,000.00 | 200,000.00 | 200,000.00 | 120,000.00 | 120,000.00 | 180,000.00 | 180,000.00 |
| 713-05-A | temporary pavement markings (solid line)(100 mm width) | 1.534 | km | 800.00 | 1,227.20 | 1,000.00 | 1,534.00 | 1,700.00 | 2,607.80 | 1,000.00 | 1,534.00 |
| 716-01-A | mulch (vegetative) | 9.1 | hctr | 1,000.00 | 9,100.00 | 1,500.00 | 13,650.00 | 1,600.00 | 14,560.00 | 1,050.00 | 9,555.00 |
| 717-01 | seeding | 608 | kg | 16.00 | 9,728.00 | 12.00 | 7,296.00 | 14.00 | 8,512.00 | 18.00 | 10,944.00 |
| 718-01 | fertilizer | 10,092 | kg | 0.50 | 5,046.00 | 0.40 | 4,036.80 | 0.50 | 5,046.00 | 0.60 | 6,055.20 |
| 718-02 | agricultural lime | 40.4 | Mg | 51.00 | 2,060.40 | 60.00 | 2,424.00 | 66.00 | 2,666.40 | 65.00 | 2,626.00 |
| 720-01-A | erosion control system, slope protection (type a) | 256 | sq m | 1.60 | 409.60 | 10.00 | 2,560.00 | 2.00 | 512.00 | 2.00 | 512.00 |
| 722-01 | project site laboratory | 1 | ea | 5,000.00 | 5,000.00 | 10,000.00 | 10,000.00 | 55,000.00 | 55,000.00 | 3,000.00 | 3,000.00 |
| 725-01 | temporary detour roads | 1,430.0 | ln m | 480.00 | 686,400.00 | 380.00 | 543,400.00 | 528.00 | 755,040.00 | 500.00 | 715,000.00 |
| 727-01 | mobilization | lump | lump | 4,700,000.00 | 4,700,000.00 | 5,200,000.00 | 5,200,000.00 | 5,000,000.00 | 5,000,000.00 | 5,520,000.00 | 5,520,000.00 |
| 729-16-C | object marker assembly (type 3) | 4 | ea | 65.00 | 260.00 | 70.00 | 280.00 | 71.50 | 286.00 | 70.00 | 280.00 |
| 729-19-B | dead end road installations (type b) | 1 | ea | 950.00 | 950.00 | 1,000.00 | 1,000.00 | 1,045.00 | 1,045.00 | 1,000.00 | 1,000.00 |
| 730-09 | electrical system | lump | lump | 150,000.00 | 150,000.00 | 150,000.00 | 150,000.00 | 151,600.00 | 151,600.00 | 142,000.00 | 142,000.00 |
| 731-02 | reflectorized raised pavement markers | 2,656 | ea | 5.25 | 13,944.00 | 5.00 | 13,280.00 | 6.05 | 16,068.80 | 7.00 | 18,592.00 |
| 732-01-A | plastic pavement striping (100 mm width) | 384 | ln m | 1.15 | 441.60 | 1.25 | 480.00 | 2.20 | 844.80 | 1.50 | 576.00 |
| 732-01-C | plastic pavement striping (200 mm width) | 342 | ln m | 2.30 | 786.60 | 2.25 | 769.50 | 3.85 | 1,316.70 | 3.00 | 1,026.00 |
| 732-01-E | plastic pavement striping (600 mm width) | 336 | ln m | 6.75 | 2,268.00 | 7.00 | 2,352.00 | 10.45 | 3,511.20 | 9.00 | 3,024.00 |
| 732-02-A | plastic pavement striping (solid line)(100 mm width) | 17.197 | km | 1,200.00 | 20,636.40 | 1,200.00 | 20,636.40 | 1,430.00 | 24,591.71 | 1,500.00 | 25,795.50 |
| 732-03-A | plastic pavement striping (broken line)(100 mm width) | 0.626 | km | 600.00 | 375.60 | 600.00 | 375.60 | 495.00 | 309.87 | 760.00 | 475.76 |
| 732-04-A | plastic pavement legends & symbols (arrow) | 13 | ea | 135.00 | 1,755.00 | 140.00 | 1,820.00 | 154.00 | 2,002.00 | 170.00 | 2,210.00 |
| 732-04-C | plastic pavement legends & symbols (only) | 12 | ea | 155.00 | 1,860.00 | 160.00 | 1,920.00 | 176.00 | 2,112.00 | 200.00 | 2,400.00 |
| 735-01 | mailboxes | 77 | ea | 5.10 | 392.70 | 1.00 | 77.00 | 1.10 | 84.70 | 1.10 | 84.70 |
| 735-02 | mailbox supports (single) | 2 | ea | 125.00 | 250.00 | 100.00 | 200.00 | 121.00 | 242.00 | 110.00 | 220.00 |
| 735-03 | mailbox supports (double) | 1 | ea | 200.00 | 200.00 | 150.00 | 150.00 | 176.00 | 176.00 | 135.00 | 135.00 |
| 735-04 | mailbox supports (multiple) | 12 | ea | 280.00 | 3,360.00 | 300.00 | 3,600.00 | 330.00 | 3,960.00 | 280.00 | 3,360.00 |
| 740-01 | construction layout | lump | lump | 100,000.00 | 100,000.00 | 600,000.00 | 600,000.00 | 950,000.00 | 950,000.00 | 950,000.00 | 950,000.00 |
| 804-01-C | precast concrete piles (400 mm) | 1,387.0 | ln m | 190.00 | 263,530.00 | 108.00 | 149,796.00 | 144.00 | 199,728.00 | 250.00 | 346,750.00 |
| 804-01-G | precast concrete piles (750 mm) | 1,245.5 | ln m | 380.00 | 473,290.00 | 346.00 | 430,943.00 | 311.00 | 387,350.50 | 540.00 | 672,570.00 |
| 804-01-J | precast concrete piles (1675 mm) | 5,530.00 | ln m | 1,000.00 | 5,530,000.00 | 2,266.00 | 12,530,980.00 | 1,075.00 | 5,944,750.00 | 1,250.00 | 6,912,500.00 |
| 804-05-G | precast concrete test piles (750 mm) | 2 | ea | 30,000.00 | 60,000.00 | 11,600.00 | 23,200.00 | 1,150.00 | 2,300.00 | 15,600.00 | 31,200.00 |
| 804-05-J | precast concrete test piles (1675 mm) | 2 | ea | 100,000.00 | 200,000.00 | 133,000.00 | 266,000.00 | 97,433.00 | 194,866.00 | 110,000.00 | 220,000.00 |
| 804-09-G | loading test piles (750 mm) | 2 | ea | 170,000.00 | 340,000.00 | 60,800.00 | 121,600.00 | 22,690.00 | 45,380.00 | 55,000.00 | 110,000.00 |
| 804-10-G | reloading test piles (750 mm) | 2 | ea | 23,000.00 | 46,000.00 | 500.00 | 1,000.00 | 7,750.00 | 15,500.00 | 17,000.00 | 34,000.00 |
| 804-11-G | redriving test piles (750 mm) | 2 | ea | 5,000.00 | 10,000.00 | 750.00 | 1,500.00 | 3,180.00 | 6,360.00 | 2,500.00 | 5,000.00 |
| 804-11-J | redriving test piles (1675 mm) | 2 | ea | 10,000.00 | 20,000.00 | 5,000.00 | 10,000.00 | 9,983.00 | 19,966.00 | 5,500.00 | 11,000.00 |
| 804-12-C | loading permanent piles (400 mm) | 1 | ea | 45,000.00 | 45,000.00 | 15,000.00 | 15,000.00 | 20,405.00 | 20,405.00 | 22,500.00 | 22,500.00 |
| 804-12-G | loading permanent piles (750 mm) | 1 | ea | 85,000.00 | 85,000.00 | 20,000.00 | 20,000.00 | 19,771.00 | 19,771.00 | 26,000.00 | 26,000.00 |
| 804-17 | dynamic monitoring | 20 | ea | 200.00 | 4,000.00 | 1,900.00 | 38,000.00 | 468.00 | 9,360.00 | 2,200.00 | 44,000.00 |
| 805-01-D | class a concrete (footings) | 6,213.84 | cu m | 600.00 | 3,728,304.00 | 600.00 | 3,728,304.00 | 431.00 | 2,678,165.04 | 580.00 | 3,604,027.20 |
| 805-01-F | class a concrete (bents) | 2,982.30 | cu m | 700.00 | 2,087,610.00 | 650.00 | 1,938,495.00 | 813.00 | 2,424,609.90 | 780.00 | 2,326,194.00 |
| 805-03 | class aa concrete | 6,489.71 | cu m | 750.00 | 4,867,282.50 | 500.00 | 3,244,855.00 | 1,009.00 | 6,548,117.39 | 900.00 | 5,840,739.00 |
| 805-08-B | precast-prestressed concrete girder (type ii) | 1,055.63 | ln m | 280.00 | 295,576.40 | 180.00 | 190,013.40 | 175.00 | 184,735.25 | 200.00 | 211,126.00 |
| 805-08-I | precast-prestressed concrete girder (type bt-78) | 5,743.91 | ln m | 550.00 | 3,159,150.50 | 500.00 | 2,871,955.00 | 489.00 | 2,808,771.99 | 480.00 | 2,757,076.80 |
| 805-11 | strip seal joints | 278.00 | ln m | 320.00 | 88,960.00 | 300.00 | 83,400.00 | 403.36 | 112,134.08 | 700.00 | 194,600.00 |
| 806-01 | deformed reinforcing steel | 1,948,168 | kg | 1.85 | 3,604,110.80 | 1.60 | 3,117,068.80 | 1.62 | 3,156,032.16 | 2.20 | 4,285,969.60 |
| 807-06 | structural metalwork | lump | lump | 150,000.00 | 150,000.00 | 100,000.00 | 100,000.00 | 34,300.00 | 34,300.00 | 156,000.00 | 156,000.00 |
| 810-04 | steel & concrete railing | 3,343.89 | ln m | 430.00 | 1,437,872.70 | 450.00 | 1,504,750.50 | 506.00 | 1,692,008.34 | 520.00 | 1,738,822.80 |
| 813-02 | concrete approach slabs (pile supported) | 940.52 | sq m | 250.00 | 235,130.00 | 250.00 | 235,130.00 | 353.00 | 332,003.56 | 380.00 | 357,397.60 |
| S-001 | radar traffic sensor and recorder system | 1 | each | 19,500.00 | 19,500.00 | 20,000.00 | 20,000.00 | 36,500.00 | 36,500.00 | 22,000.00 | 22,000.00 |
| S-002 | rumble strips (ground-in) | 3.152 | km | 950.00 | 2,994.40 | 1,000.00 | 3,152.00 | 5,500.00 | 17,336.00 | 1,000.00 | 3,152.00 |
| S-004 | plugging existing water wells | lump | lump | 10,000.00 | 10,000.00 | 5,000.00 | 5,000.00 | 2,200.00 | 2,200.00 | 600.00 | 600.00 |
| S-101 | settlement plate installation and monitoring | 2 | each | 750.00 | 1,500.00 | 2,500.00 | 5,000.00 | 27,500.00 | 55,000.00 | 350.00 | 700.00 |
| S-102 | wick drains | 19,464 | ln m | 2.00 | 38,928.00 | 1.50 | 29,196.00 | 2.00 | 38,928.00 | 3.00 | 58,392.00 |
| S-103 | dynamic analysis | 20 | each | 5,000.00 | 100,000.00 | 3,000.00 | 60,000.00 | 660.00 | 13,200.00 | 1,400.00 | 28,000.00 |
| S-104 | clearance gauge | 2 | each | 18,000.00 | 36,000.00 | 5,000.00 | 10,000.00 | 8,800.00 | 17,600.00 | 3,600.00 | 7,200.00 |
| S-105 | spliced precast-prestressed concrete girder, type bt | 993.30 | ln m | 2,000.00 | 1,986,600.00 | 1,200.00 | 1,191,960.00 | 910.00 | 903,903.00 | 1,760.00 | 1,748,208.00 |
| S-106 | precast-prestressed high performance concrete (hpc) girders (type bt-78) |
318.99 | ln m | 750.00 | 239,242.50 | 750.00 | 239,242.50 | 672.30 | 214,456.97 | 550.00 | 175,444.50 |
| S-107 | post-tensioning of tendons and bars | lump | lump | 300,000.00 | 300,000.00 | 250,000.00 | 250,000.00 | 257,400.00 | 257,400.00 | 420,000.00 | 420,000.00 |
| S-108 | elastomeric bearings (expansion) | 10 | each | 1,800.00 | 18,000.00 | 1,500.00 | 15,000.00 | 1,800.00 | 18,000.00 | 4,600.00 | 46,000.00 |
| S-109 | elastomeric bearings (fixed) | 10 | each | 2,000.00 | 20,000.00 | 2,000.00 | 20,000.00 | 2,500.00 | 25,000.00 | 6,000.00 | 60,000.00 |
| S-110 | solar generator platform | lump | lump | 145,000.00 | 145,000.00 | 75,000.00 | 75,000.00 | 43,630.00 | 43,630.00 | 28,000.00 | 28,000.00 |
| S-111 | construction site survey | lump | lump | 25,000.00 | 25,000.00 | 75,000.00 | 75,000.00 | 110,000.00 | 110,000.00 | 22,000.00 | 22,000.00 |
| S-112 | vibration monitoring | lump | lump | 50,000.00 | 50,000.00 | 173,000.00 | 173,000.00 | 55,000.00 | 55,000.00 | 180,000.00 | 180,000.00 |
| S-113 | riprap placement | lump | lump | 230,000.00 | 230,000.00 | 80,000.00 | 80,000.00 | 764,500.00 | 764,500.00 | 48,000.00 | 48,000.00 |
| S-114 | construction camera system, internet broadcasting services, and video image archives |
lump | lump | 165,000.00 | 165,000.00 | 150,000.00 | 150,000.00 | 300,000.00 | 300,000.00 | 175,000.00 | 175,000.00 |
| S-115 | temporary haul road | lump | lump | 3,000,000.00 | 3,000,000.00 | 1,000,000.00 | 1,000,000.00 | 466,000.00 | 466,000.00 | 280,000.00 | 280,000.00 |
| S-116 | modular expansion joint (160 mm) | 27.20 | ln m | 2,300.00 | 62,560.00 | 2,000.00 | 54,400.00 | 1,740.00 | 47,328.00 | 2,500.00 | 68,000.00 |
| S-117 | pile dynamic analyzer equipment & training | lump | lump | 64,000.00 | 64,000.00 | 70,000.00 | 70,000.00 | 70,000.00 | 70,000.00 | 75,000.00 | 75,000.00 |
| S-118 | class p(m) concrete (diaphragm) | 75.54 | cu m | 1,500.00 | 113,310.00 | 1,000.00 | 75,540.00 | 2,237.00 | 168,982.98 | 2,200.00 | 166,188.00 |
| S-119 | loading test piles (statnamic)(750 mm) | 1 | ea | 100,000.00 | 100,000.00 | 94,000.00 | 94,000.00 | 59,000.00 | 59,000.00 | 85,000.00 | 85,000.00 |
| S-120 | loading test piles (statnamic)(1675 mm) | 2 | ea | 120,000.00 | 240,000.00 | 255,000.00 | 510,000.00 | 73,000.00 | 146,000.00 | 260,000.00 | 520,000.00 |
| S-122 | hpc bridge instrumentation (spans 42 & 43) | lump | lump | 60,000.00 | 60,000.00 | 60,000.00 | 60,000.00 | 49,300.00 | 49,300.00 | 59,000.00 | 59,000.00 |
| S-123 | reloading test piles (statnamic) (1675 mm) | 2 | ea | 60,000.00 | 120,000.00 | 85,000.00 | 170,000.00 | 73,000.00 | 146,000.00 | 120,000.00 | 240,000.00 |
| S-124 | loading permanent piles (statnamic) (1675 mm) | 1 | ea | 90,000.00 | 90,000.00 | 255,000.00 | 255,000.00 | 92,000.00 | 92,000.00 | 235,000.00 | 235,000.00 |
| SUBTOTAL GENERAL | 43,479,222.00 | 46,007,328.25 | 48,000,925.42 | 46,320,977.66 | |||||||
| ALTERNATE A | main span substructure | ||||||||||
| ALTERNATE A1 | mudline footing with steel pipe piles | ||||||||||
| 802-04 | structural excavation for piers (wet) | 4,863.0 | cu m | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 802-05 | cofferdams | lump | lump | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 804-03-K | steel piles (pipe piles 1220 mm x 19.1 mm wall thickness) |
2,647.8 | ln m | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 804-07-K | steel test piles (1220 mm) | 1 | ea | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 804-09-K | loading test piles (1220 mm) | 1 | ea | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 804-10-K | reloading test piles (1220 mm) | 1 | ea | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 804-11-K | redriving test piles (1220 mm) | 1 | ea | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 804-12-K | loading permanent piles (1220 mm) | 1 | ea | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 804-15-K | steel indicator piles (1220 mm) | 1 | ea | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 805-01-D-01 | class a concrete (footings) | 3,008.22 | cu m | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 805-01-E | class a concrete (piers) | 3,322.67 | cu m | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 805-07 | class s concrete | 3,035.36 | cu m | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 806-01-01 | deformed reinforcing steel | 493,078 | kg | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| ALTERNATE A2 | waterline footing with precast concrete piles | ||||||||||
| 804-01-J-01 | precast concrete piles (1675 mm) | 2,788.70 | ln m | 1,000.00 | 2,788,700.00 | 0.00 | 0.00 | 1,063.00 | 2,964,388.10 | 1,425.00 | 3,973,897.50 |
| 804-05-J-01 | precast concrete test piles (1675 mm) | 1 | ea | 100,000.00 | 100,000.00 | 0.00 | 0.00 | 109,800.00 | 109,800.00 | 130,000.00 | 130,000.00 |
| 804-11-J-01 | redriving test piles (1675 mm) | 1 | ea | 10,000.00 | 10,000.00 | 0.00 | 0.00 | 11,700.00 | 11,700.00 | 6,500.00 | 6,500.00 |
| 804-13-J | precast concrete indicator piles (1675 mm) | 1 | ea | 90,000.00 | 90,000.00 | 0.00 | 0.00 | 72,325.00 | 72,325.00 | 78,000.00 | 78,000.00 |
| 805-01-D-01 | class a concrete (footings) | 3,935.60 | cu m | 600.00 | 2,361,360.00 | 0.00 | 0.00 | 431.00 | 1,696,243.60 | 580.00 | 2,282,648.00 |
| 805-01-E | class a concrete (piers) | 723.46 | cu m | 700.00 | 506,422.00 | 0.00 | 0.00 | 1,157.00 | 837,043.22 | 780.00 | 564,298.80 |
| 806-01-01 | deformed reinforcing steel | 520,786 | kg | 1.85 | 963,454.10 | 0.00 | 0.00 | 1.62 | 843,673.32 | 2.40 | 1,249,886.40 |
| S-120-01 | loading test piles (statnamic) (1675 mm) | 1 | ea | 120,000.00 | 120,000.00 | 0.00 | 0.00 | 88,830.00 | 88,830.00 | 280,000.00 | 280,000.00 |
| S-123-01 | reloading test piles (statnamic) (1675 mm) | 1 | ea | 60,000.00 | 60,000.00 | 0.00 | 0.00 | 89,160.00 | 89,160.00 | 120,000.00 | 120,000.00 |
| S-124-01 | loading permanent piles (statnamic) (1675 mm) | 1 | ea | 90,000.00 | 90,000.00 | 0.00 | 0.00 | 89,160.00 | 89,160.00 | 232,000.00 | 232,000.00 |
| SUBTOTAL ALT A2 | 7,089,936.10 | 6,802,323.24 | 8,917,230.70 | ||||||||
| ALTERNATE A3 | waterline footing with steel pipe piles | ||||||||||
| 804-03-L | steel piles (pipe piles 1675 mm x 19.1 mm wall thickness) |
2,103.0 | ln m | 0.00 | 0.00 | 1,935.00 | 4,069,305.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 804-07-L | steel test piles (1675 mm) | 1 | ea | 0.00 | 0.00 | 128,000.00 | 128,000.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 804-11-L | redriving test piles (1675 mm) | 1 | ea | 0.00 | 0.00 | 16,000.00 | 16,000.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 804-15-L | steel indicator piles (1675 mm) | 1 | ea | 0.00 | 0.00 | 149,000.00 | 149,000.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 805-01-D-01 | class a concrete (footings) | 3,219.16 | cu m | 0.00 | 0.00 | 500.00 | 1,609,580.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 805-01-E | class a concrete (piers) | 723.46 | cu m | 0.00 | 0.00 | 700.00 | 506,422.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 806-01-01 | deformed reinforcing steel | 450,324 | kg | 0.00 | 0.00 | 1.60 | 720,518.40 | 0.00 | 0.00 | 0.00 | 0.00 |
| S-121 | loading test piles (statnamic) (1675 mm) | 1 | ea | 0.00 | 0.00 | 255,000.00 | 255,000.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| S-123-02 | reloading test piles (statnamic) (1675 mm) | 1 | ea | 0.00 | 0.00 | 85,000.00 | 85,000.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| S-124-02 | loading permanent piles (statnamic) (1675 mm) | 1 | ea | 0.00 | 0.00 | 200,000.00 | 200,000.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| SUBTOTAL ALT A3 | 7,738,825.40 | ||||||||||
| CONTRACTOR TOTAL | 50,569,158.10 | 53,746,153.65 | 54,803,248.66 | 55,238,208.36 | |||||||