| |||
| Lead Project: 023-10-0039 | |||
| Parish: LINCOLN | |||
| Routes: US 167 | |||
| Description: JCT. LA 822 - DUBACH | |||
| Type Const:
grading, drainage structures, lime trmt, class ii base course, superpave acp (alt. a-1), pccp (alt. a-2), concrete girder span bridges and approaches and related work | |||
| Estimated Construction Cost: $16,799,098.18 | |||
| Maximum Number of Days Allowed for Construction: 700 | |||
| Calculated Daily User Cost: $1,000.00 | |||
| Rank | License | Bidder | Construction Bid | Bidder's Proposed Contract Time | Total Bid |
|---|---|---|---|---|---|
| 1 | 34567 | JAMES CONSTRUCTION GROUP LLC | $16,575,517.80 | 700 | $17,275,517.80 |
| 2 | 39462 | DENTON-JAMES LLC | $16,836,630.48 | 700 | $17,536,630.48 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - JAMES CONSTRUCTION GROUP LLC |
- 2 - 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 | 750,000.00 | 750,000.00 | 900,000.00 | 900,000.00 | ||||
| 202-01 | removal of structures & obstructions | lump | lump | 78,000.00 | 78,000.00 | 200,000.00 | 200,000.00 | ||||
| 202-02-A | removal of bridges (sta. 56+241.685 to sta. 56+236.756) | 1 | each | 5,000.00 | 5,000.00 | 10,000.00 | 10,000.00 | ||||
| 202-02-B-01 | removal of concrete box culverts (sta. 54+532.23; 2-1600 mm x 930 mm x 22 m) |
1 | each | 1,500.00 | 1,500.00 | 20,000.00 | 20,000.00 | ||||
| 202-02-B-02 | removal of concrete box culverts (sta. 55+620.69; 1219 mm x 610 mm x 31 m) |
1 | each | 1,000.00 | 1,000.00 | 10,000.00 | 10,000.00 | ||||
| 202-02-B-03 | removal of concrete box culverts (sta. 55+799.92; 610 mm x 610 mm x 25.5 m) |
1 | each | 800.00 | 800.00 | 6,000.00 | 6,000.00 | ||||
| 202-02-B-04 | removal of concrete box culverts (sta. 55+949.70; 610 mm x 610 mm x 35.6 m) |
1 | each | 1,100.00 | 1,100.00 | 6,000.00 | 6,000.00 | ||||
| 202-02-B-05 | removal of concrete box culverts (sta. 56+230.60; 1820 mm x 1820 mm x 45.7 m) |
1 | each | 1,400.00 | 1,400.00 | 23,000.00 | 23,000.00 | ||||
| 202-02-C | removal of portland cement concrete pavement | 19,705 | sq m | 12.00 | 236,460.00 | 9.00 | 177,345.00 | ||||
| 202-02-D | removal of concrete walks & drives | 526 | sq m | 10.00 | 5,260.00 | 12.00 | 6,312.00 | ||||
| 202-02-G | removal of surfacing & stabilized base | 21,587.5 | sq m | 7.00 | 151,112.50 | 5.00 | 107,937.50 | ||||
| 202-02-H | removal of guard rail | 553 | ln m | 20.00 | 11,060.00 | 12.00 | 6,636.00 | ||||
| 202-02-I | removal of paved ditch | 1,263 | sq m | 10.00 | 12,630.00 | 9.00 | 11,367.00 | ||||
| 202-02-01 | removal of 11 m x 8.6 m wood frame residence on piers (rt. of sta. 54+155.26) |
1 | each | 2,500.00 | 2,500.00 | 1.00 | 1.00 | ||||
| 202-02-02 | removal of 12 m x 11.7 m wood frame residence on slab (lt. of sta. 54+163.36) |
1 | each | 3,500.00 | 3,500.00 | 1.00 | 1.00 | ||||
| 202-02-03 | removal of 15.9 m x 9.3 m brick residence on slab (lt. of sta. 54+201.68) |
1 | each | 3,000.00 | 3,000.00 | 1.00 | 1.00 | ||||
| 202-02-04 | removal of 17 m x 8.2 m brick residence on slab (lt. of sta. 54+239.92) |
1 | each | 3,000.00 | 3,000.00 | 1.00 | 1.00 | ||||
| 202-02-05 | removal of 33.5 m x 9.1 m brick residence on slab (rt. of sta. 54+243.12) |
1 | each | 5,000.00 | 5,000.00 | 1.00 | 1.00 | ||||
| 202-02-06 | removal of 25 m x 9.0 m brick residence on slab (rt. of sta. 54+641.81) |
1 | each | 4,000.00 | 4,000.00 | 1.00 | 1.00 | ||||
| 202-02-07 | removal of 24.4 m x 10.7 m brick residence on slab (rt. of sta. 54+928.09) |
1 | each | 4,500.00 | 4,500.00 | 1.00 | 1.00 | ||||
| 202-02-08 | removal of 20.6 m x 8.7 m wood frame residence on piers (lt. of sta. 54+989.54) |
1 | each | 3,500.00 | 3,500.00 | 1.00 | 1.00 | ||||
| 202-02-09 | removal of 15.7 m x 7.3 m house trailer (rt. of sta. 55+341.12) |
1 | each | 1.00 | 1.00 | 1.00 | 1.00 | ||||
| 202-02-10 | removal of 19.2 m x 15.6 m brick residence on slab (lt. of sta. 55+467.18) |
1 | each | 5,000.00 | 5,000.00 | 1.00 | 1.00 | ||||
| 203-01 | general excavation | 210,107 | cu m | 5.00 | 1,050,535.00 | 3.70 | 777,395.90 | ||||
| 203-02 | drainage excavation | 10,000 | cu m | 15.00 | 150,000.00 | 10.00 | 100,000.00 | ||||
| 203-03 | muck excavation | 72 | cu m | 25.00 | 1,800.00 | 40.00 | 2,880.00 | ||||
| 203-04 | embankment | 296,734 | cu m | 7.00 | 2,077,138.00 | 7.00 | 2,077,138.00 | ||||
| 204-02 | temporary hay or straw bales | 35 | ea | 10.00 | 350.00 | 8.00 | 280.00 | ||||
| 204-05-A | temporary sediment check dams (hay) | 129 | ea | 120.00 | 15,480.00 | 100.00 | 12,900.00 | ||||
| 204-05-B | temporary sediment check dams (stone) | 234 | ea | 350.00 | 81,900.00 | 600.00 | 140,400.00 | ||||
| 204-06 | temporary silt fencing | 1,990 | ln m | 8.00 | 15,920.00 | 6.00 | 11,940.00 | ||||
| 204-07 | temporary stone construction entrance | 2 | ea | 2,000.00 | 4,000.00 | 1,600.00 | 3,200.00 | ||||
| 304-01 | lime | 355.30 | Mg | 145.00 | 51,518.50 | 120.00 | 42,636.00 | ||||
| 304-04-D | lime treatment (type d) (300 mm thick) | 23,499 | sq m | 2.10 | 49,347.90 | 2.00 | 46,998.00 | ||||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
200 | cu m | 65.00 | 13,000.00 | 100.00 | 20,000.00 | ||||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 1,000 | cu m | 75.00 | 75,000.00 | 85.00 | 85,000.00 | ||||
| 701-01-S | cross drain pipe (1800 mm rcp) | 344.0 | ln m | 1,100.00 | 378,400.00 | 1,100.00 | 378,400.00 | ||||
| 701-03-G | storm drain pipe (450 mm rcp) | 175.0 | ln m | 160.00 | 28,000.00 | 160.00 | 28,000.00 | ||||
| 701-05-G | side drain pipe (450 mm) | 127.0 | ln m | 135.00 | 17,145.00 | 160.00 | 20,320.00 | ||||
| 701-05-I | side drain pipe (600 mm) | 198.0 | ln m | 195.00 | 38,610.00 | 180.00 | 35,640.00 | ||||
| 701-05-K | side drain pipe (750 mm) | 61.0 | ln m | 375.00 | 22,875.00 | 210.00 | 12,810.00 | ||||
| 701-05-M | side drain pipe (900 mm) | 98.0 | ln m | 500.00 | 49,000.00 | 270.00 | 26,460.00 | ||||
| 701-05-N | side drain pipe (1050 mm) | 70.0 | ln m | 650.00 | 45,500.00 | 350.00 | 24,500.00 | ||||
| 702-03-A | catch basins (cb-01) | 5 | ea | 3,200.00 | 16,000.00 | 2,800.00 | 14,000.00 | ||||
| 704-03 | blocked out guard rail | 425.68 | ln m | 50.00 | 21,284.00 | 51.00 | 21,709.68 | ||||
| 704-08-B | guard rail transitions (double thrie beam) | 60.96 | ln m | 160.00 | 9,753.60 | 160.00 | 9,753.60 | ||||
| 704-11-A | guard rail end treatment (flared) | 8 | ea | 1,850.00 | 14,800.00 | 1,900.00 | 15,200.00 | ||||
| 705-01 | barbed wire fence | 644 | ln m | 20.00 | 12,880.00 | 20.00 | 12,880.00 | ||||
| 705-02 | combination mesh & barbed wire fence | 770 | ln m | 24.00 | 18,480.00 | 24.00 | 18,480.00 | ||||
| 705-04 | single swinging driveway gates | 3 | each | 500.00 | 1,500.00 | 500.00 | 1,500.00 | ||||
| 706-02-C | concrete drive (150 mm thick) | 1,183.3 | sq m | 45.00 | 53,248.50 | 60.00 | 70,998.00 | ||||
| 708-01 | right-of-way monument | 60 | ea | 125.00 | 7,500.00 | 120.00 | 7,200.00 | ||||
| 708-02 | right-of-way monument witness post | 60 | ea | 125.00 | 7,500.00 | 120.00 | 7,200.00 | ||||
| 711-01-B-01 | riprap (5 kg, 300 mm thick) | 983 | sq m | 70.00 | 68,810.00 | 62.00 | 60,946.00 | ||||
| 711-01-B-02 | riprap (5 kg, 450 mm thick) | 2,500 | sq m | 85.00 | 212,500.00 | 68.00 | 170,000.00 | ||||
| 711-04 | geotextile fabric | 3,483 | sq m | 2.50 | 8,707.50 | 2.00 | 6,966.00 | ||||
| 712-01-A | concrete cast-in-place revetment (100 mm thick) | 5,372 | sq m | 50.00 | 268,600.00 | 52.00 | 279,344.00 | ||||
| 713-01 | temporary signs & barricades | lump | lump | 100,000.00 | 100,000.00 | 200,000.00 | 200,000.00 | ||||
| 713-04-A-01 | temporary pavement markings (broken line)(100 mm width) (1.2 m length) (type i removable) |
6.000 | km | 1,800.00 | 10,800.00 | 800.00 | 4,800.00 | ||||
| 713-05-A-01 | temporary pavement markings (solid line)(100 mm width) (type i removable) |
12 | km | 6,000.00 | 72,000.00 | 5,900.00 | 70,800.00 | ||||
| 716-01-A | mulch (vegetative) | 39.6 | hctr | 1,300.00 | 51,480.00 | 1,300.00 | 51,480.00 | ||||
| 717-01 | seeding | 1,350 | kg | 15.00 | 20,250.00 | 14.00 | 18,900.00 | ||||
| 718-01 | fertilizer | 44,352 | kg | 0.50 | 22,176.00 | 0.50 | 22,176.00 | ||||
| 720-01-B | erosion control system, slope protection (type b) | 17,554 | sq m | 1.25 | 21,942.50 | 1.30 | 22,820.20 | ||||
| 720-01-C | erosion control system, flexible channel liner (type c) | 3,009 | sq m | 1.50 | 4,513.50 | 1.50 | 4,513.50 | ||||
| 720-01-D | erosion control system, flexible channel liner (type d) | 13,680 | sq m | 3.00 | 41,040.00 | 3.00 | 41,040.00 | ||||
| 722-02 | project site laboratory (equipped) | 1 | ea | 20,000.00 | 20,000.00 | 40,000.00 | 40,000.00 | ||||
| 725-01 | temporary detour roads | 1,205.6 | ln m | 300.00 | 361,680.00 | 280.00 | 337,568.00 | ||||
| 726-01 | bedding material | 115.9 | cu m | 90.00 | 10,431.00 | 85.00 | 9,851.50 | ||||
| 727-01 | mobilization | lump | lump | 1,600,000.00 | 1,600,000.00 | 1,600,000.00 | 1,600,000.00 | ||||
| 729-16-C | object marker assembly (type 3) | 8 | ea | 70.00 | 560.00 | 70.00 | 560.00 | ||||
| 731-01 | nonreflectorized raised pavement markers | 792 | ea | 12.00 | 9,504.00 | 12.00 | 9,504.00 | ||||
| 731-02 | reflectorized raised pavement markers | 1,099 | ea | 5.50 | 6,044.50 | 5.50 | 6,044.50 | ||||
| 732-01-C | plastic pavement striping (200 mm width) | 64 | ln m | 3.00 | 192.00 | 20.00 | 1,280.00 | ||||
| 732-01-D | plastic pavement striping (300 mm width) | 174 | ln m | 5.00 | 870.00 | 20.00 | 3,480.00 | ||||
| 732-02-A | plastic pavement striping (solid line)(100 mm width) | 12.401 | km | 1,600.00 | 19,841.60 | 1,900.00 | 23,561.90 | ||||
| 732-04-A | plastic pavement legends & symbols (arrow) | 4 | ea | 175.00 | 700.00 | 300.00 | 1,200.00 | ||||
| 732-04-C | plastic pavement legends & symbols (only) | 2 | ea | 195.00 | 390.00 | 300.00 | 600.00 | ||||
| 735-01 | mailboxes | 30 | ea | 10.00 | 300.00 | 1.00 | 30.00 | ||||
| 735-02 | mailbox supports (single) | 30 | ea | 150.00 | 4,500.00 | 160.00 | 4,800.00 | ||||
| 740-01 | construction layout | lump | lump | 150,000.00 | 150,000.00 | 250,000.00 | 250,000.00 | ||||
| 744-01 | traffic control management | lump | lump | 35,000.00 | 35,000.00 | 40,000.00 | 40,000.00 | ||||
| 804-01-C | precast concrete piles (400 mm) | 384.0 | ln m | 250.00 | 96,000.00 | 230.00 | 88,320.00 | ||||
| 804-01-F | precast concrete piles (600 mm) | 875.0 | ln m | 435.00 | 380,625.00 | 430.00 | 376,250.00 | ||||
| 804-01-G | precast concrete piles (750 mm) | 1,344.0 | ln m | 600.00 | 806,400.00 | 480.00 | 645,120.00 | ||||
| 804-05 | precast concrete test piles | 1 | ea | 50,000.00 | 50,000.00 | 25,000.00 | 25,000.00 | ||||
| 804-09 | loading test piles | 1 | ea | 4,000.00 | 4,000.00 | 10,000.00 | 10,000.00 | ||||
| 804-10 | reloading test piles | 1 | ea | 1,000.00 | 1,000.00 | 500.00 | 500.00 | ||||
| 804-11 | redriving test piles | 1 | ea | 1,000.00 | 1,000.00 | 500.00 | 500.00 | ||||
| 804-17 | dynamic monitoring | 1 | ea | 1,000.00 | 1,000.00 | 1,000.00 | 1,000.00 | ||||
| 805-01-F | class a concrete (bents) | 370.98 | cu m | 750.00 | 278,235.00 | 1,000.00 | 370,980.00 | ||||
| 805-03 | class aa concrete | 907.54 | cu m | 650.00 | 589,901.00 | 750.00 | 680,655.00 | ||||
| 805-08-B | precast-prestressed concrete girders (type ii) | 1,559.25 | ln m | 325.00 | 506,756.25 | 300.00 | 467,775.00 | ||||
| 805-11 | strip seal joints | 51.72 | ln m | 420.00 | 21,722.40 | 420.00 | 21,722.40 | ||||
| 806-01 | deformed reinforcing steel | 37,561 | kg | 1.70 | 63,853.70 | 2.00 | 75,122.00 | ||||
| 806-02 | deformed reinforcing steel (epoxy coated) | 131,978 | kg | 2.10 | 277,153.80 | 2.30 | 303,549.40 | ||||
| 807-06 | structural metalwork | lump | lump | 10,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | ||||
| 810-01 | concrete railing (barrier) | 668.40 | ln m | 150.00 | 100,260.00 | 170.00 | 113,628.00 | ||||
| 813-01 | concrete approach slabs | 575.52 | sq m | 175.00 | 100,716.00 | 190.00 | 109,348.80 | ||||
| S-001 | rumble strips (ground-in) | 9.6 | km | 1,000.00 | 9,600.00 | 520.00 | 4,992.00 | ||||
| S-002 | adjusting water house connections | 15.0 | each | 1,000.00 | 15,000.00 | 800.00 | 12,000.00 | ||||
| S-003 | removal of s. p. 023-10-0035 transition road | lump | lump | 15,000.00 | 15,000.00 | 15,000.00 | 15,000.00 | ||||
| S-004 | removal of s. p. 023-10-0038 transition road | lump | lump | 18,500.00 | 18,500.00 | 15,000.00 | 15,000.00 | ||||
| S-101 | dynamic analysis | 1 | each | 750.00 | 750.00 | 1,000.00 | 1,000.00 | ||||
| S-102 | retroreflective sheeting panels | lump | lump | 1,000.00 | 1,000.00 | 3,000.00 | 3,000.00 | ||||
| SUBTOTAL GENERAL | 12,089,094.75 | 12,143,154.88 | |||||||||
| ALTERNATE A | pavement options | ||||||||||
| ALTERNATE A1 | superpave asphaltic concrete pavement | ||||||||||
| 203-05-A | nonplastic embankment (stone) | 3,222 | cu m | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| 302-02-A-01 | class ii base course (150 mm thick)(soil cement) | 51,897.1 | sq m | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| 302-02-C-01 | class ii base course (250 mm thick)(stone or recycled pccp) |
18,210.8 | sq m | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| 302-02-E-01 | class ii base course (200 mm thick)(stone or recycled pccp) |
136.0 | sq m | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| 302-02-F-01 | class ii base course (100 mm thick)(stone or recycled pccp) |
51,897.1 | sq m | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| 502-01 | superpave asphaltic concrete | 17,166.2 | Mg | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
2,361.1 | Mg | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| 732-03-A | plastic pavement striping (broken line)(100 mm width) | 7.561 | km | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| ALTERNATE A2 | portland cement concrete pavement | ||||||||||
| 203-05-A | nonplastic embankment (stone) | 3,222 | cu m | 0.01 | 32.22 | 0.01 | 32.22 | ||||
| 302-02-A-01 | class ii base course (150 mm thick)(soil cement) | 51,897.1 | sq m | 8.75 | 454,099.63 | 9.80 | 508,591.58 | ||||
| 302-02-C-01 | class ii base course (250 mm thick)(stone or recycled pccp) |
18,210.8 | sq m | 31.00 | 564,534.80 | 32.00 | 582,745.60 | ||||
| 302-02-E-01 | class ii base course (200 mm thick)(stone or recycled pccp) |
136.0 | sq m | 35.00 | 4,760.00 | 60.00 | 8,160.00 | ||||
| 302-02-F-01 | class ii base course (100 mm thick)(stone or recycled pccp) |
51,897.1 | sq m | 15.00 | 778,456.50 | 14.00 | 726,559.40 | ||||
| 502-01 | superpave asphaltic concrete | 1,707.2 | Mg | 200.00 | 341,440.00 | 180.00 | 307,296.00 | ||||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
640.6 | Mg | 260.00 | 166,556.00 | 250.00 | 160,150.00 | ||||
| 601-01-G | portland cement concrete pavement (200 mm thick) | 43,796.7 | sq m | 42.00 | 1,839,461.40 | 48.00 | 2,102,241.60 | ||||
| 601-02-G | portland cement concrete pavement (200 mm thick) (crossovers and turnouts) |
4,877.0 | sq m | 65.00 | 317,005.00 | 56.00 | 273,112.00 | ||||
| 601-04 | portland cement concrete pavement coring | 50 | each | 100.00 | 5,000.00 | 100.00 | 5,000.00 | ||||
| 732-03-A | plastic pavement striping (broken line)(100 mm width) | 1.800 | km | 500.00 | 900.00 | 800.00 | 1,440.00 | ||||
| 732-03-A-01 | plastic pvmt striping(broken line)(100mmwidth) (preformed marking tape, type v) |
5.671 | km | 2,500.00 | 14,177.50 | 3,200.00 | 18,147.20 | ||||
| SUBTOTAL ALT A2 | 4,486,423.05 | 4,693,475.60 | |||||||||
| ITEM TOTAL (CONSTRUCTION BID) | 16,575,517.80 | 16,836,630.48 | |||||||||
| Number of Days Bid at $1,000 per day. | 700 | 700,000.00 | 700 | 700,000.00 | 0 | 0 | |||||
| TOTAL BID | 17,275,517.80 | 17,536,630.48 | |||||||||