| REBID |
| ||
| DBE GOAL FED | |||
| Lead Project: 057-03-0039 | |||
| Parish: ACADIA | |||
| Routes: LA 13 | |||
| Description: BAYOU PLAQUEMINE BRIDGE AND APPROACHES | |||
| Type Const:
grading, drainage structures, class ii base course, lime treatment, superpave asphaltic concrete pavement, precast prestressed concrete girder span bridge, and related work | |||
| Estimated Construction Cost: $6,935,799.40 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 34567 | JAMES CONSTRUCTION GROUP LLC | $7,074,579.80 |
| 2 | 00060 | F. MILLER CONSTRUCTION LLC | $7,335,213.33 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - JAMES CONSTRUCTION GROUP LLC |
- 2 - F. MILLER CONSTRUCTION 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 | 150,000.00 | 150,000.00 | 168,000.00 | 168,000.00 | ||||
| 202-01 | removal of structures & obstructions | lump | LUMP | 10,000.00 | 10,000.00 | 49,000.00 | 49,000.00 | ||||
| 202-02-A-01 | removal of bridges (sta. 124+04; 25'x456' steel girder bridge) |
1 | EACH | 240,000.00 | 240,000.00 | 213,000.00 | 213,000.00 | ||||
| 202-02-B-01 | removal of concrete box culverts (sta. 124+40 rt.; 4.5'x3'x21' r.c. box) |
1 | EACH | 2,000.00 | 2,000.00 | 6,900.00 | 6,900.00 | ||||
| 202-02-C | removal of portland cement concrete pavement | 8,439 | SQYD | 8.00 | 67,512.00 | 11.00 | 92,829.00 | ||||
| 202-02-D | removal of concrete walks & drives | 304 | SQYD | 18.00 | 5,472.00 | 48.00 | 14,592.00 | ||||
| 202-02-E | removal of concrete curbs | 2,217.0 | LNFT | 3.00 | 6,651.00 | 8.50 | 18,844.50 | ||||
| 203-01 | general excavation | 3,107 | CUYD | 12.00 | 37,284.00 | 6.75 | 20,972.25 | ||||
| 203-02 | drainage excavation | 4,342 | CUYD | 12.00 | 52,104.00 | 7.50 | 32,565.00 | ||||
| 203-04 | embankment | 54,625 | CUYD | 15.00 | 819,375.00 | 15.02 | 820,467.50 | ||||
| 204-02 | temporary hay or straw bales | 738 | EACH | 8.50 | 6,273.00 | 8.50 | 6,273.00 | ||||
| 302-01 | class ii base course | 4,071.7 | CUYD | 90.00 | 366,453.00 | 59.00 | 240,230.30 | ||||
| 304-01 | lime | 217.12 | TON | 135.00 | 29,311.20 | 222.00 | 48,200.64 | ||||
| 304-04-B | lime treatment (type d) (8.5" thick) | 19,462 | SQYD | 2.00 | 38,924.00 | 5.10 | 99,256.20 | ||||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
36 | CUYD | 100.00 | 3,600.00 | 120.00 | 4,320.00 | ||||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 1,000.0 | CUYD | 60.00 | 60,000.00 | 100.00 | 100,000.00 | ||||
| 502-01 | superpave asphaltic concrete | 9,486.4 | TON | 85.00 | 806,344.00 | 59.00 | 559,697.60 | ||||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
105.3 | TON | 130.00 | 13,689.00 | 59.00 | 6,212.70 | ||||
| 701-03-F | storm drain pipe (15" rcp/pcp) | 1,117 | LNFT | 70.00 | 78,190.00 | 36.00 | 40,212.00 | ||||
| 701-03-G | storm drain pipe (18" rcp/pcp) | 289 | LNFT | 85.00 | 24,565.00 | 43.00 | 12,427.00 | ||||
| 701-03-K | storm drain pipe (30" rcp/pcp) | 198 | LNFT | 110.00 | 21,780.00 | 90.00 | 17,820.00 | ||||
| 701-03-M | storm drain pipe (36" rcp/pcp) | 117 | LNFT | 130.00 | 15,210.00 | 102.00 | 11,934.00 | ||||
| 701-03-M-01 | storm drain pipe (36" cmp) (outfall) | 80 | LNFT | 150.00 | 12,000.00 | 134.00 | 10,720.00 | ||||
| 701-03-N | storm drain pipe (42" rcp/pcp) | 46 | LNFT | 160.00 | 7,360.00 | 166.00 | 7,636.00 | ||||
| 701-03-O | storm drain pipe (48" rcp/pcp) | 1,212 | LNFT | 210.00 | 254,520.00 | 155.00 | 187,860.00 | ||||
| 701-03-P | storm drain pipe (54" rcp/pcp) | 880 | LNFT | 260.00 | 228,800.00 | 250.00 | 220,000.00 | ||||
| 701-03-Q-01 | storm drain pipe (60" cmp) (outfall) | 80 | LNFT | 290.00 | 23,200.00 | 200.00 | 16,000.00 | ||||
| 701-05-G | side drain pipe (18") | 315 | LNFT | 50.00 | 15,750.00 | 37.00 | 11,655.00 | ||||
| 702-02-A | manholes (mh-06) | 4 | EACH | 5,500.00 | 22,000.00 | 5,200.00 | 20,800.00 | ||||
| 702-02-C | manholes (r-cb-11 mod) | 2 | EACH | 7,000.00 | 14,000.00 | 9,300.00 | 18,600.00 | ||||
| 702-03-A | catch basins (cb-01) | 13 | EACH | 3,500.00 | 45,500.00 | 3,800.00 | 49,400.00 | ||||
| 702-03-B | catch basins (cb-02) | 1 | EACH | 6,500.00 | 6,500.00 | 7,300.00 | 7,300.00 | ||||
| 702-03-C | catch basins (cb-06) | 21 | EACH | 5,500.00 | 115,500.00 | 5,100.00 | 107,100.00 | ||||
| 702-03-F | catch basins (cb-08) | 3 | EACH | 10,000.00 | 30,000.00 | 11,800.00 | 35,400.00 | ||||
| 702-04-A | adjusting manholes | 6 | EACH | 1,400.00 | 8,400.00 | 4,100.00 | 24,600.00 | ||||
| 704-03 | blocked out guard rail | 200.0 | LNFT | 18.50 | 3,700.00 | 25.00 | 5,000.00 | ||||
| 704-08-B | guard rail transitions (double thrie-beam) | 100.0 | LNFT | 50.00 | 5,000.00 | 75.00 | 7,500.00 | ||||
| 704-11-A | guard rail end treatment (flared) | 4 | EACH | 2,000.00 | 8,000.00 | 2,700.00 | 10,800.00 | ||||
| 705-02 | combination mesh & barbed wire fence | 28 | LNFT | 50.00 | 1,400.00 | 70.00 | 1,960.00 | ||||
| 705-04 | single swinging driveway gates | 1 | EACH | 600.00 | 600.00 | 1,300.00 | 1,300.00 | ||||
| 706-02-C | concrete drive (6" thick) | 695.3 | SQYD | 55.00 | 38,241.50 | 61.00 | 42,413.30 | ||||
| 707-03 | combination concrete curb & gutter | 2,949.0 | LNFT | 35.00 | 103,215.00 | 27.00 | 79,623.00 | ||||
| 708-01 | right-of-way monument | 2 | EACH | 200.00 | 400.00 | 2,100.00 | 4,200.00 | ||||
| 708-02 | right-of-way monument witness post | 2 | EACH | 200.00 | 400.00 | 2,100.00 | 4,200.00 | ||||
| 712-04 | flexible revetment | 736 | SQYD | 65.00 | 47,840.00 | 86.00 | 63,296.00 | ||||
| 713-01 | temporary signs & barricades | lump | LUMP | 60,000.00 | 60,000.00 | 62,900.00 | 62,900.00 | ||||
| 713-04-A | temporary pavement markings (broken line)(4" width)(4' length) |
4.560 | MILE | 600.00 | 2,736.00 | 3,200.00 | 14,592.00 | ||||
| 713-05-A | temporary pavement markings (solid line)(4" width) | 4.560 | MILE | 835.00 | 3,807.60 | 780.00 | 3,556.80 | ||||
| 717-01 | seeding | 322 | LB | 8.50 | 2,737.00 | 12.00 | 3,864.00 | ||||
| 718-01 | fertilizer | 10,750 | LB | 0.25 | 2,687.50 | 0.35 | 3,762.50 | ||||
| 722-01 | project site laboratory | 1 | EACH | 6,000.00 | 6,000.00 | 5,000.00 | 5,000.00 | ||||
| 727-01 | mobilization | lump | LUMP | 635,000.00 | 635,000.00 | 600,000.00 | 600,000.00 | ||||
| 729-16-C | object marker assembly (type 3) | 4 | EACH | 75.00 | 300.00 | 100.00 | 400.00 | ||||
| 731-02 | reflectorized raised pavement markers | 506 | EACH | 4.75 | 2,403.50 | 6.00 | 3,036.00 | ||||
| 732-01-C | plastic pavement striping (8" width) | 818 | LNFT | 1.00 | 818.00 | 1.30 | 1,063.40 | ||||
| 732-01-E | plastic pavement striping (24" width) | 370 | LNFT | 3.00 | 1,110.00 | 4.00 | 1,480.00 | ||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 2.175 | MILE | 2,500.00 | 5,437.50 | 3,400.00 | 7,395.00 | ||||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 1.822 | MILE | 800.00 | 1,457.60 | 1,100.00 | 2,004.20 | ||||
| 740-01 | construction layout | lump | LUMP | 100,000.00 | 100,000.00 | 126,000.00 | 126,000.00 | ||||
| 741-09 | adjusting water house connections | 4 | EACH | 500.00 | 2,000.00 | 2,700.00 | 10,800.00 | ||||
| 804-01-D | precast concrete piles (18") | 1,820 | LNFT | 60.00 | 109,200.00 | 60.00 | 109,200.00 | ||||
| 804-01-F | precast concrete piles (24") | 5,530 | LNFT | 95.00 | 525,350.00 | 115.70 | 639,821.00 | ||||
| 804-05 | precast concrete test piles | 1 | EACH | 20,000.00 | 20,000.00 | 27,000.00 | 27,000.00 | ||||
| 804-09 | loading test piles | 1 | EACH | 5,000.00 | 5,000.00 | 25,000.00 | 25,000.00 | ||||
| 804-10 | reloading test piles | 1 | EACH | 1,000.00 | 1,000.00 | 6,000.00 | 6,000.00 | ||||
| 804-11 | redriving test piles | 1 | EACH | 500.00 | 500.00 | 100.00 | 100.00 | ||||
| 804-12 | loading permanent piles | 1 | EACH | 500.00 | 500.00 | 100.00 | 100.00 | ||||
| 804-17 | dynamic monitoring | 3 | EACH | 2,000.00 | 6,000.00 | 2,200.00 | 6,600.00 | ||||
| 805-01-F | class a concrete (bents) | 371.14 | CUYD | 700.00 | 259,798.00 | 650.00 | 241,241.00 | ||||
| 805-03 | class aa concrete | 921.10 | CUYD | 650.00 | 598,715.00 | 845.00 | 778,329.50 | ||||
| 805-08-B | precast-prestressed concrete girder (type ii) | 4,455.0 | LNFT | 85.00 | 378,675.00 | 141.00 | 628,155.00 | ||||
| 805-11 | strip seal joints | 210.00 | LNFT | 150.00 | 31,500.00 | 150.00 | 31,500.00 | ||||
| 806-01 | deformed reinforcing steel | 285,126 | LB | 1.00 | 285,126.00 | 0.84 | 239,505.84 | ||||
| 807-06 | structural metalwork | lump | LUMP | 5,000.00 | 5,000.00 | 2,400.00 | 2,400.00 | ||||
| 810-01 | concrete railing (barrier) | 1,048.00 | LNFT | 60.00 | 62,880.00 | 63.00 | 66,024.00 | ||||
| 813-01 | concrete approach slabs | 622.22 | SQYD | 170.00 | 105,777.40 | 255.00 | 158,666.10 | ||||
| S-101 | dynamic analysis | 3 | EACH | 1,000.00 | 3,000.00 | 1,200.00 | 3,600.00 | ||||
| S-102 | retroflective sheeting panels | lump | LUMP | 3,000.00 | 3,000.00 | 5,000.00 | 5,000.00 | ||||
| CONTRACTOR TOTAL | 7,074,579.80 | 7,335,213.33 | |||||||||