| REBID |
| ||
| Lead Project: 450-17-0022 | |||
| Parish: ORLEANS, ST TAMMANY | |||
| Routes: I-10 | |||
| Description: INTERSTATE 10 TWIN SPANS OVER LAKE PONTCHARTRAIN | |||
| Type Const:
phase i - e. bound structure; phase ii - w. bound structure (additive alternate) - design build emergency span and substructure repair, roadway construction and related work. | |||
| Rank | License | Bidder | Amount |
|---|---|---|---|
| 1 | 02179 | BOH BROS. CONSTRUCTION CO., LLC. | $29,457,255.00 |
| 2 | 28665 | GILBERTSOUTH/MASSMAN/TRAYLOR, JT VT | $36,698,899.28 |
| 3 | 42786 | FLATIRON CONST/JAMES CONST, A JT VT | $87,887,770.00 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - BOH BROS. CONSTRUCTION CO., LLC. |
- 2 - GILBERTSOUTH/MASSMAN/TRAYLOR, JT VT |
- 3 - FLATIRON CONST/JAMES CONST, A JT VT |
|
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|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 713-01-A | temporary signs and barricades (phase i) | lump | LUMP | 200,000.00 | 200,000.00 | 200,000.00 | 200,000.00 | 350,000.00 | 350,000.00 | ||
| 727-01-A | mobilization (phase i) | lump | LUMP | 1,000,000.00 | 1,000,000.00 | 3,700,000.00 | 3,700,000.00 | 21,100,000.00 | 21,100,000.00 | ||
| 731-01-A | nonreflectorized raised pavement markers (phase i) | 6,380 | EACH | 14.00 | 89,320.00 | 12.00 | 76,560.00 | 14.00 | 89,320.00 | ||
| 731-02-A | reflectorized raised pavement markers (phase i) | 5,440 | EACH | 7.00 | 38,080.00 | 5.90 | 32,096.00 | 7.00 | 38,080.00 | ||
| 732-02-A-01 | plastic pavement striping (solid line) (4" width) (phase i) |
16.220 | MILE | 2,500.00 | 40,550.00 | 2,112.00 | 34,256.64 | 2,500.00 | 40,550.00 | ||
| 732-05-A | removal of existing markings (phase i) | 5.410 | MILE | 3,600.00 | 19,476.00 | 3,200.00 | 17,312.00 | 3,500.00 | 18,935.00 | ||
| S-001 | engineering services (phase i) | lump | LUMP | 350,000.00 | 350,000.00 | 400,000.00 | 400,000.00 | 1,530,000.00 | 1,530,000.00 | ||
| S-002 | 65 ft. span relocation (westbound to eastbound) (phase i) |
38 | EACH | 20,000.00 | 760,000.00 | 55,000.00 | 2,090,000.00 | 326,000.00 | 12,388,000.00 | ||
| S-003 | 65 ft. span eastbound realignment (phase i) | 170 | EACH | 18,000.00 | 3,060,000.00 | 16,000.00 | 2,720,000.00 | 110,000.00 | 18,700,000.00 | ||
| S-004 | reinstall existing undamaged 65 ft. eastbound span (phase i) |
5 | EACH | FREE | FREE | FREE | FREE | FREE | FREE | ||
| S-005 | concrete bridge deck repair (phase i) | 140 | CF | 1,200.00 | 168,000.00 | 590.00 | 82,600.00 | 1,000.00 | 140,000.00 | ||
| S-006 | concrete brush curb repair (phase i) | 455 | CF | 675.00 | 307,125.00 | 590.00 | 268,450.00 | 1,000.00 | 455,000.00 | ||
| S-007 | brush curb and hand rail replacement (phase i) | 130 | LNFT | 130.00 | 16,900.00 | 1,000.00 | 130,000.00 | 1,000.00 | 130,000.00 | ||
| S-008 | 65 ft. girder bearing replacement (phase i) | 195 | EACH | 1,300.00 | 253,500.00 | 700.00 | 136,500.00 | 5,000.00 | 975,000.00 | ||
| S-009 | repair of concrete girder spalling-screw jacks (phase i) |
130 | EACH | 5,400.00 | 702,000.00 | 2,000.00 | 260,000.00 | 2,000.00 | 260,000.00 | ||
| S-010 | repair of concrete girder spalling-cap saddles (phase i) |
40 | EACH | 2,200.00 | 88,000.00 | 8,000.00 | 320,000.00 | 10,000.00 | 400,000.00 | ||
| S-011 | repair of concrete girder spalling-helper bent (phase i) |
2 | EACH | 150,000.00 | 300,000.00 | 60,000.00 | 120,000.00 | 100,000.00 | 200,000.00 | ||
| S-012 | under the bridge epoxy injection (phase i) | 1,050 | LNFT | 160.00 | 168,000.00 | 62.50 | 65,625.00 | 100.00 | 105,000.00 | ||
| S-013 | bridge deck epoxy injection (phase i) | 1,050 | LNFT | 125.00 | 131,250.00 | 62.50 | 65,625.00 | 100.00 | 105,000.00 | ||
| S-014 | bridge navigational lighting repair (phase i) | lump | LUMP | 425,000.00 | 425,000.00 | 370,500.00 | 370,500.00 | 500,000.00 | 500,000.00 | ||
| S-015 | removal and disposal of bridge spans (phase i) | 28 | EACH | 70,000.00 | 1,960,000.00 | 65,000.00 | 1,820,000.00 | 170,000.00 | 4,760,000.00 | ||
| S-016 | removal and disposal of miscelleanous debris (phase i) | lump | LUMP | 20,000.00 | 20,000.00 | 50,000.00 | 50,000.00 | 100,000.00 | 100,000.00 | ||
| S-017 | new roadway north crossover (phase i) | lump | LUMP | 150,000.00 | 150,000.00 | 500,000.00 | 500,000.00 | 100,000.00 | 100,000.00 | ||
| S-018 | new roadway south crossover (phase i) | lump | LUMP | 150,000.00 | 150,000.00 | 500,000.00 | 500,000.00 | 100,000.00 | 100,000.00 | ||
| S-019 | repair of roadway damage (phase i) | lump | LUMP | 75,000.00 | 75,000.00 | 1,000,000.00 | 1,000,000.00 | 800,000.00 | 800,000.00 | ||
| S-020 | roadway debris removal and disposal (phase i) | lump | LUMP | 10,000.00 | 10,000.00 | 100,000.00 | 100,000.00 | 575,000.00 | 575,000.00 | ||
| S-021 | traffic control (phase i) | lump | LUMP | 30,000.00 | 30,000.00 | 100,000.00 | 100,000.00 | 92,000.00 | 92,000.00 | ||
| SUBTOTAL GENERAL | 10,512,201.00 | 15,159,524.64 | 64,051,885.00 | ||||||||
| ALTERNATE A | phase ii west bound structure | ||||||||||
| ALTERNATE A1 | additive alt. phase ii - emergency repair | ||||||||||
| 203-08 | borrow (vehicular measurement)(phase ii) | 300 | CUYD | 25.00 | 7,500.00 | 50.00 | 15,000.00 | 30.00 | 9,000.00 | ||
| 704-01-B | guard rail (single thrie beam)(6'3" post spacing) | 8,400.0 | LNFT | 33.00 | 277,200.00 | 62.00 | 520,800.00 | 30.00 | 252,000.00 | ||
| 710-01 | flowable fill (phase ii) | 50 | CUYD | 175.00 | 8,750.00 | 300.00 | 15,000.00 | 250.00 | 12,500.00 | ||
| 711-03-E-01 | riprap (130 lb)(3' thick)(phase ii) | 300.0 | TON | 30.00 | 9,000.00 | 200.00 | 60,000.00 | 80.00 | 24,000.00 | ||
| 713-01-B | temporary signs and barricades (phase ii) | lump | LUMP | 25,000.00 | 25,000.00 | 200,000.00 | 200,000.00 | 30,000.00 | 30,000.00 | ||
| 727-01-B | mobilization (phase ii) | lump | LUMP | 2,000,000.00 | 2,000,000.00 | 2,560,000.00 | 2,560,000.00 | 1,500,000.00 | 1,500,000.00 | ||
| 731-01-B | nonreflectorized raised pavement markers (phase ii) | 6,380 | EACH | 14.00 | 89,320.00 | 12.00 | 76,560.00 | 14.00 | 89,320.00 | ||
| 731-02-B | reflectorized raised pavement markers (phase ii) | 5,440 | EACH | 7.00 | 38,080.00 | 5.90 | 32,096.00 | 7.00 | 38,080.00 | ||
| 732-02-A-02 | plastic pavement striping (solid line)(4 " width) (phase ii) |
16.220 | MILE | 2,400.00 | 38,928.00 | 2,112.00 | 34,256.64 | 2,500.00 | 40,550.00 | ||
| 732-05-B | removal of existing markings(phase ii) | 5.410 | MILE | 3,600.00 | 19,476.00 | 3,200.00 | 17,312.00 | 3,500.00 | 18,935.00 | ||
| 744-01-A | traffic control management (phase ii) | lump | LUMP | 37,000.00 | 37,000.00 | 50,000.00 | 50,000.00 | 150,000.00 | 150,000.00 | ||
| S-022 | engineering services (phase ii) | lump | LUMP | 300,000.00 | 300,000.00 | 200,000.00 | 200,000.00 | 200,000.00 | 200,000.00 | ||
| S-023 | 65 ft. span westbound realignment (phase ii) | 265 | EACH | 12,000.00 | 3,180,000.00 | 15,500.00 | 4,107,500.00 | 20,000.00 | 5,300,000.00 | ||
| S-024 | acrow panel bridge (la dotd supplied)(phase ii) | 2,000 | LNFT | 365.00 | 730,000.00 | 500.00 | 1,000,000.00 | 400.00 | 800,000.00 | ||
| S-025 | acrow panel bridge (contractor supplied) (phase ii) | 2,160 | LNFT | 2,600.00 | 5,616,000.00 | 3,000.00 | 6,480,000.00 | 2,500.00 | 5,400,000.00 | ||
| S-026 | acrow panel cap build-ups (phase ii) | 140 | EACH | 7,000.00 | 980,000.00 | 1.00 | 140.00 | 2,000.00 | 280,000.00 | ||
| S-027 | reinstall exisiting undamaged 65 ft westbound span (phase ii) |
5 | EACH | FREE | FREE | FREE | FREE | FREE | FREE | ||
| S-028 | concrete bridge deck repairs (phase ii) | 419 | CUFT | 700.00 | 293,300.00 | 590.00 | 247,210.00 | 1,000.00 | 419,000.00 | ||
| S-029 | precast concrete barrier (15 ft units - la dotd supplied)(phase ii) |
3,300 | EACH | 70.00 | 231,000.00 | 170.00 | 561,000.00 | 300.00 | 990,000.00 | ||
| S-030 | precast concrete barrier (15 ft units - contractor supplied) (phase ii) |
500 | EACH | 710.00 | 355,000.00 | 500.00 | 250,000.00 | 700.00 | 350,000.00 | ||
| S-031 | 65 ft. girder bearing replacement (phase ii) | 455 | EACH | 1,000.00 | 455,000.00 | 350.00 | 159,250.00 | 5,000.00 | 2,275,000.00 | ||
| S-032 | 65 ft. span pile bent replacement (phase ii) | 1 | EACH | 380,000.00 | 380,000.00 | 350,000.00 | 350,000.00 | 250,000.00 | 250,000.00 | ||
| S-033 | repair of concrete girder spalling-screw jack(phase ii) | 300 | EACH | 3,500.00 | 1,050,000.00 | 2,500.00 | 750,000.00 | 2,000.00 | 600,000.00 | ||
| S-034 | repair of concrete girder spalling-cap saddle(phase ii) | 90 | EACH | 1,300.00 | 117,000.00 | 6,500.00 | 585,000.00 | 10,000.00 | 900,000.00 | ||
| S-035 | repair of concrete girder spalling-helper bents(phase ii) |
3 | EACH | 100,000.00 | 300,000.00 | 150,000.00 | 450,000.00 | 100,000.00 | 300,000.00 | ||
| S-036 | under the bridge-epoxy injection (phase ii) | 2,450 | LNFT | 80.00 | 196,000.00 | 62.50 | 153,125.00 | 50.00 | 122,500.00 | ||
| S-037 | bridge deck repair-epoxy injection (phase ii) | 2,450 | LNFT | 70.00 | 171,500.00 | 62.50 | 153,125.00 | 100.00 | 245,000.00 | ||
| S-038 | removal and disposal of bridge spans (phase ii) | 26 | EACH | 40,000.00 | 1,040,000.00 | 60,000.00 | 1,560,000.00 | 65,000.00 | 1,690,000.00 | ||
| S-039 | removal and disposal of miscellaneous debris (phase ii) | lump | LUMP | 10,000.00 | 10,000.00 | 12,000.00 | 12,000.00 | 100,000.00 | 100,000.00 | ||
| S-040 | traffic control (phase ii) | lump | LUMP | 30,000.00 | 30,000.00 | 5,000.00 | 5,000.00 | 50,000.00 | 50,000.00 | ||
| S-041 | emergency crossover gate rehabilitation (phase ii) | lump | LUMP | 160,000.00 | 160,000.00 | 135,000.00 | 135,000.00 | 200,000.00 | 200,000.00 | ||
| S-042 | 65 ft. span relocation (westbound to westbound) (phase ii) |
20 | EACH | 40,000.00 | 800,000.00 | 40,000.00 | 800,000.00 | 60,000.00 | 1,200,000.00 | ||
| SUBTOTAL ALT A1 | 18,945,054.00 | 21,539,374.64 | 23,835,885.00 | ||||||||
| CONTRACTOR TOTAL | 29,457,255.00 | 36,698,899.28 | 87,887,770.00 | ||||||||