| |||
| DBE GOAL FED | |||
| Lead Project: 158-01-0020 | |||
| Parish: OUACHITA | |||
| Routes: LA 546 | |||
| Description: CHENIERE ROAD INTERCHANGE(BRIDGE WIDENING AND REDECKING) | |||
| Type Const:
grading, cold planing asphaltic pvmt, pavement patching, superpave acp, bridge widening and related work. | |||
| Estimated Construction Cost: $2,112,365.35 | |||
| Maximum Number of Days Allowed for Construction: 280 | |||
| 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 | $2,566,855.15 | 280 | $2,846,855.15 |
| 2 | 33131 | AMERICAN CONTRACTING & SERVICES,INC | $2,599,790.15 | 280 | $2,879,790.15 |
| 3 | 47347 | KIEWIT LOUISIANA CO | $3,357,216.92 | 205 | $3,562,216.92 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - JAMES CONSTRUCTION GROUP LLC |
- 2 - AMERICAN CONTRACTING & SERVICES,INC |
- 3 - KIEWIT LOUISIANA CO |
|
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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 | 90,000.00 | 90,000.00 | 50,000.00 | 50,000.00 | 3,900.00 | 3,900.00 | ||
| 202-01 | removal of structures & obstructions | lump | LUMP | 10,000.00 | 10,000.00 | 8,000.00 | 8,000.00 | 4,300.00 | 4,300.00 | ||
| 202-02-A-01 | removal of existing bridge deck, railing and portions of abutment |
1 | EACH | 245,000.00 | 245,000.00 | 275,000.00 | 275,000.00 | 250,000.00 | 250,000.00 | ||
| 202-02-C | removal of portland cement concrete pavement | 125 | SQYD | 30.00 | 3,750.00 | 100.00 | 12,500.00 | 40.00 | 5,000.00 | ||
| 202-02-G | removal of surfacing and stabilized base | 281.4 | SQYD | 26.00 | 7,316.40 | 10.00 | 2,814.00 | 60.00 | 16,884.00 | ||
| 202-02-H | removal of guard rail | 1,016 | LNFT | 4.70 | 4,775.20 | 2.50 | 2,540.00 | 2.50 | 2,540.00 | ||
| 202-02-I | removal of concrete approach slabs | 124.00 | SQYD | 140.00 | 17,360.00 | 100.00 | 12,400.00 | 125.00 | 15,500.00 | ||
| 203-05 | excavation and embankment | lump | LUMP | 17,000.00 | 17,000.00 | 27,000.00 | 27,000.00 | 27,000.00 | 27,000.00 | ||
| 204-02 | temporary hay or straw bales | 16 | EACH | 25.00 | 400.00 | 13.00 | 208.00 | 158.00 | 2,528.00 | ||
| 204-06 | temporary silt fencing | 900 | LNFT | 7.00 | 6,300.00 | 5.50 | 4,950.00 | 4.00 | 3,600.00 | ||
| 502-01 | superpave asphaltic concrete | 552.7 | TON | 180.00 | 99,486.00 | 150.00 | 82,905.00 | 188.00 | 103,907.60 | ||
| 509-01 | cold planing asphaltic pavement | 1,200 | SQYD | 5.00 | 6,000.00 | 8.00 | 9,600.00 | 8.00 | 9,600.00 | ||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 34 | CUYD | 1.00 | - 34.00 | 1.00 | - 34.00 | 1.00 | - 34.00 | ||
| 510-01-B | pavement patching (12" minimum thickness) | 100 | SQYD | 250.00 | 25,000.00 | 150.00 | 15,000.00 | 83.00 | 8,300.00 | ||
| 702-03-A | catch basins (cb-01) | 1 | EACH | 9,000.00 | 9,000.00 | 5,000.00 | 5,000.00 | 11,000.00 | 11,000.00 | ||
| 704-03 | blocked out guard rail | 412.5 | LNFT | 20.00 | 8,250.00 | 21.00 | 8,662.50 | 18.00 | 7,425.00 | ||
| 704-08-B | guard rail transitions (double thrie beam) | 100.0 | LNFT | 55.00 | 5,500.00 | 60.00 | 6,000.00 | 54.00 | 5,400.00 | ||
| 704-11-A | guard rail end treatment (flared) | 4 | EACH | 2,250.00 | 9,000.00 | 2,500.00 | 10,000.00 | 2,100.00 | 8,400.00 | ||
| 712-01-A | concrete cast-in-place revetment (4" thick) | 760 | SQYD | 47.00 | 35,720.00 | 100.00 | 76,000.00 | 73.00 | 55,480.00 | ||
| 713-01 | temporary signs & barricades | lump | LUMP | 37,875.00 | 37,875.00 | 100,000.00 | 100,000.00 | 138,000.00 | 138,000.00 | ||
| 713-08 | temporary precast concrete barrier (department furnished) |
70 | EACH | 350.00 | 24,500.00 | 500.00 | 35,000.00 | 1,000.00 | 70,000.00 | ||
| 716-01-A | mulch (vegetative) | 0.5 | TON | 5,000.00 | 2,500.00 | 5,500.00 | 2,750.00 | 2,100.00 | 1,050.00 | ||
| 717-01 | seeding | 10 | LB | 100.00 | 1,000.00 | 110.00 | 1,100.00 | 31.00 | 310.00 | ||
| 718-01 | fertilizer | 333 | LB | 5.00 | 1,665.00 | 5.50 | 1,831.50 | 25.00 | 8,325.00 | ||
| 727-01 | mobilization | lump | LUMP | 250,000.00 | 250,000.00 | 259,000.00 | 259,000.00 | 335,000.00 | 335,000.00 | ||
| 729-13 | mounting (bridge fascia mounted) | 1 | EACH | 6,000.00 | 6,000.00 | 6,500.00 | 6,500.00 | 5,000.00 | 5,000.00 | ||
| 729-16-C | object marker assembly (type 3) | 4 | EACH | 75.00 | 300.00 | 80.00 | 320.00 | 79.00 | 316.00 | ||
| 731-01 | nonreflectorized raised pavement markers | 132 | EACH | 12.00 | 1,584.00 | 14.00 | 1,848.00 | 16.00 | 2,112.00 | ||
| 731-02 | reflectorized raised pavement markers | 71 | EACH | 5.25 | 372.75 | 6.00 | 426.00 | 10.50 | 745.50 | ||
| 732-01-A | plastic pavement striping (4" width) | 159 | LNFT | 5.00 | 795.00 | 0.60 | 95.40 | 31.50 | 5,008.50 | ||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 0.592 | MILE | 5,800.00 | 3,433.60 | 3,000.00 | 1,776.00 | 7,350.00 | 4,351.20 | ||
| 740-01 | construction layout | lump | LUMP | 40,000.00 | 40,000.00 | 30,000.00 | 30,000.00 | 26,800.00 | 26,800.00 | ||
| 804-01-B | precast concrete piles (14") | 310 | LNFT | 160.00 | 49,600.00 | 100.00 | 31,000.00 | 260.00 | 80,600.00 | ||
| 804-01-D | precast concrete piles (18") | 160 | LNFT | 260.00 | 41,600.00 | 125.00 | 20,000.00 | 300.00 | 48,000.00 | ||
| 804-12 | loading permanent piles | 1 | EACH | 8,500.00 | 8,500.00 | 30,000.00 | 30,000.00 | 68,000.00 | 68,000.00 | ||
| 805-01 | class a concrete | 20.39 | CUYD | 2,100.00 | 42,819.00 | 1,500.00 | 30,585.00 | 2,200.00 | 44,858.00 | ||
| 805-01-F | class a concrete (bents) | 69.03 | CUYD | 2,575.00 | 177,752.25 | 1,500.00 | 103,545.00 | 3,000.00 | 207,090.00 | ||
| 805-03 | class aa concrete | 309.93 | CUYD | 730.00 | 226,248.90 | 750.00 | 232,447.50 | 1,600.00 | 495,888.00 | ||
| 805-11 | strip seal joints | 323.33 | LNFT | 110.00 | 35,566.30 | 200.00 | 64,666.00 | 193.00 | 62,402.69 | ||
| 806-01 | deformed reinforcing steel | 67,152 | LB | 0.80 | 53,721.60 | 1.00 | 67,152.00 | 1.00 | 67,152.00 | ||
| 806-02 | deformed reinforcing steel (epoxy coated) | 43,065 | LB | 1.00 | 43,065.00 | 1.25 | 53,831.25 | 1.00 | 43,065.00 | ||
| 807-08 | structural metalwork | lump | LUMP | 535,000.00 | 535,000.00 | 500,000.00 | 500,000.00 | 487,000.00 | 487,000.00 | ||
| 810-01 | concrete railing (barrier) | 678.99 | LNFT | 55.00 | 37,344.45 | 100.00 | 67,899.00 | 247.00 | 167,710.53 | ||
| 813-01 | concrete approach slabs | 356.11 | SQYD | 170.00 | 60,538.70 | 200.00 | 71,222.00 | 290.00 | 103,271.90 | ||
| 814-01-E | drilled shaft (48") | 160.0 | LNFT | 625.00 | 100,000.00 | 600.00 | 96,000.00 | 800.00 | 128,000.00 | ||
| 814-02-E | trial shaft (48") | 30.0 | LNFT | 1,000.00 | 30,000.00 | 900.00 | 27,000.00 | 1,100.00 | 33,000.00 | ||
| 814-04-E | crosshole sonic logging (48") | 6 | EACH | 2,300.00 | 13,800.00 | 2,500.00 | 15,000.00 | 6,000.00 | 36,000.00 | ||
| S-001 | impact attenuator (construction zone)(kinetic) | 4 | EACH | 27,000.00 | 108,000.00 | 25,000.00 | 100,000.00 | 15,750.00 | 63,000.00 | ||
| S-002 | dynamic message sign unit | 2 | EACH | 11,200.00 | 22,400.00 | 12,000.00 | 24,000.00 | 35,000.00 | 70,000.00 | ||
| S-101 | repairs to existing column bents (epoxy injection) | 65.0 | LNFT | 170.00 | 11,050.00 | 250.00 | 16,250.00 | 222.00 | 14,430.00 | ||
| ITEM TOTAL (CONSTRUCTION BID) | 2,566,855.15 | 2,599,790.15 | 3,357,216.92 | ||||||||
| NUMBER OF DAYS BID AT $1,000 PER DAY. | 280,000.00 | 280,000.00 | 205,000.00 | ||||||||
| TOTAL BID | 2,846,855.15 | 2,879,790.15 | 3,562,216.92 | ||||||||