| |||
| DBE GOAL FED | |||
| Lead Project: 052-05-0048 | |||
| Parish: AVOYELLES | |||
| Routes: LA 114 | |||
| Description: BAYOU DESGLAISES CHANNEL BRIDGE | |||
| Type Const:
grading, drainage structures, class ii base course, superpave ashphaltic concrete pavement, portland cement concrete pavement, precast girder span bridge & related work | |||
| Estimated Construction Cost: $1,894,410.95 | |||
| Maximum Number of Days Allowed for Construction: 140 | |||
| Calculated Daily User Cost: $1,000.00 | |||
| Rank | License | Bidder | Construction Bid | Bidder's Proposed Contract Time | Total Bid |
|---|---|---|---|---|---|
| 1 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $1,842,900.75 | 140 | $1,982,900.75 |
| 2 | 34567 | JAMES CONSTRUCTION GROUP LLC | $1,873,737.40 | 140 | $2,013,737.40 |
| 3 | 00060 | F. MILLER CONSTRUCTION LLC | $2,363,290.65 | 140 | $2,503,290.65 |
| 35436 | GULF STATES CONSTRUCTORS, L.L.C. | IRREGULAR | 140 | IRREGULAR |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - GILCHRIST CONSTRUCTION CO. LLC |
- 2 - JAMES CONSTRUCTION GROUP LLC |
- 3 - F. MILLER CONSTRUCTION LLC |
GULF STATES CONSTRUCTORS, L.L.C. |
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing & grubbing | lump | LUMP | 50,000.00 | 50,000.00 | 95,000.00 | 95,000.00 | 25,000.00 | 25,000.00 | 45,000.00 | 45,000.00 |
| 202-01 | removal of structures & obstructions | lump | LUMP | 40,000.00 | 40,000.00 | 17,000.00 | 17,000.00 | 10,000.00 | 10,000.00 | 25,000.00 | 25,000.00 |
| 202-02-A-01 | removal of bridges (station 116+49.46, 24.0' x 179.0', comb i-beam & timber trestle) |
1 | EACH | 100,000.00 | 100,000.00 | 35,000.00 | 35,000.00 | 100,000.00 | 100,000.00 | 42,960.00 | 42,960.00 |
| 202-02-D | removal of concrete walks & drives | 134 | SQYD | 15.00 | 2,010.00 | 6.25 | 837.50 | 13.00 | 1,742.00 | 25.00 | 3,350.00 |
| 202-02-G | removal of surfacing & stabilized base | 886.7 | SQYD | 5.50 | 4,876.85 | 8.00 | 7,093.60 | 7.00 | 6,206.90 | 5.00 | 4,433.50 |
| 202-02-H | removal of guard rail | 198 | LNFT | 20.00 | 3,960.00 | 9.50 | 1,881.00 | 10.00 | 1,980.00 | 12.50 | 2,475.00 |
| 203-05 | excavation and embankment | lump | LUMP | 50,000.00 | 50,000.00 | 18,000.00 | 18,000.00 | 80,000.00 | 80,000.00 | 7,950.00 | 7,950.00 |
| 204-02 | temporary hay or straw bales | 8 | EACH | 15.00 | 120.00 | 25.00 | 200.00 | 21.00 | 168.00 | 25.00 | 200.00 |
| 204-05-A | temporary sediment check dams (hay) | 5 | EACH | 275.00 | 1,375.00 | 170.00 | 850.00 | 160.00 | 800.00 | 187.50 | 937.50 |
| 204-06 | temporary silt fencing | 635 | LNFT | 2.50 | 1,587.50 | 3.50 | 2,222.50 | 2.60 | 1,651.00 | 3.75 | 2,381.25 |
| 302-02-D-01 | class ii base course (8 1/2" thick) (crushed stone or recycled pccp) |
942.4 | SQYD | 28.00 | 26,387.20 | 40.00 | 37,696.00 | 27.00 | 25,444.80 | 21.25 | 20,026.00 |
| 304-05 | lime treatment (type e) | 2.21 | TON | 1,200.00 | 2,652.00 | 350.00 | 773.50 | 1,200.00 | 2,652.00 | 375.00 | 828.75 |
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 500.0 | CUYD | 35.00 | 17,500.00 | 24.00 | 12,000.00 | 100.00 | 50,000.00 | 100.00 | 50,000.00 |
| 502-01 | superpave asphaltic concrete | 197.8 | TON | 150.00 | 29,670.00 | 325.00 | 64,285.00 | 350.00 | 69,230.00 | 281.25 | 55,631.25 |
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
33.6 | TON | 300.00 | 10,080.00 | 400.00 | 13,440.00 | 410.00 | 13,776.00 | 281.25 | 9,450.00 |
| 701-03-G | storm drain pipe (18" rcp/pcp) | 145 | LNFT | 75.00 | 10,875.00 | 60.00 | 8,700.00 | 35.00 | 5,075.00 | 100.00 | 14,500.00 |
| 701-03-G-01 | storm drain pipe (18" rcp/pcp)(outfall) | 91 | LNFT | 75.00 | 6,825.00 | 60.00 | 5,460.00 | 55.00 | 5,005.00 | 100.00 | 9,100.00 |
| 702-03-A | catch basins (cb-01) | 2 | EACH | 3,000.00 | 6,000.00 | 1,300.00 | 2,600.00 | 3,500.00 | 7,000.00 | 3,125.00 | 6,250.00 |
| 704-03 | blocked out guard rail | 25.0 | LNFT | 35.00 | 875.00 | 30.00 | 750.00 | 35.00 | 875.00 | 62.50 | 1,562.50 |
| 704-08-B | guard rail transitions (double thrie beam) | 50.0 | LNFT | 66.00 | 3,300.00 | 65.00 | 3,250.00 | 70.00 | 3,500.00 | 81.25 | 4,062.50 |
| 704-11-A | guard rail end treatment (flared) | 2 | EACH | 2,300.00 | 4,600.00 | 2,100.00 | 4,200.00 | 2,200.00 | 4,400.00 | 3,125.00 | 6,250.00 |
| 706-01-A | concrete walk (4" thick) | 154.9 | SQYD | 60.00 | 9,294.00 | 53.00 | 8,209.70 | 60.00 | 9,294.00 | 62.50 | 9,681.25 |
| 706-02-C | concrete drive (6" thick) | 143.3 | SQYD | 70.00 | 10,031.00 | 69.00 | 9,887.70 | 70.00 | 10,031.00 | 75.00 | 10,747.50 |
| 708-01 | right-of-way monument | 12 | EACH | 250.00 | 3,000.00 | 180.00 | 2,160.00 | 500.00 | 6,000.00 | 175.00 | 2,100.00 |
| 708-02 | right-of-way monument witness post | 12 | EACH | 250.00 | 3,000.00 | 55.00 | 660.00 | 300.00 | 3,600.00 | 175.00 | 2,100.00 |
| 711-01-D | riprap (55 lb, 24" thick) | 2,488 | SQYD | 90.00 | 223,920.00 | 60.00 | 149,280.00 | 90.00 | 223,920.00 | 68.75 | 171,050.00 |
| 711-04 | geotextile fabric | 2,488 | SQYD | 2.50 | 6,220.00 | 4.00 | 9,952.00 | 3.00 | 7,464.00 | 5.00 | 12,440.00 |
| 713-01 | temporary signs & barricades | lump | LUMP | 32,000.00 | 32,000.00 | 12,000.00 | 12,000.00 | 25,000.00 | 25,000.00 | 15,000.00 | 15,000.00 |
| 713-03-A | temporary pavement markings (broken line)(4" width)(4' length) |
0.205 | MILE | 800.00 | 164.00 | 1,500.00 | 307.50 | 2,000.00 | 410.00 | 1,750.00 | 358.75 |
| 713-04-A | temporary pavement markings (solid line)(4" width) | 0.818 | MILE | 1,800.00 | 1,472.40 | 1,400.00 | 1,145.20 | 1,700.00 | 1,390.60 | 3,750.00 | 3,067.50 |
| 720-01-A | erosion control system, slope protection (type a) | 780 | SQYD | 2.25 | 1,755.00 | 1.80 | 1,404.00 | 2.30 | 1,794.00 | 2.25 | 1,755.00 |
| 722-01 | project site laboratory | 1 | EACH | 25,000.00 | 25,000.00 | 7,000.00 | 7,000.00 | 10,000.00 | 10,000.00 | 31,250.00 | 31,250.00 |
| 726-01 | bedding material | 86.7 | CUYD | 60.00 | 5,202.00 | 100.00 | 8,670.00 | 200.00 | 17,340.00 | 100.00 | 8,670.00 |
| 727-01 | mobilization | lump | LUMP | 175,000.00 | 175,000.00 | 185,000.00 | 185,000.00 | 230,000.00 | 230,000.00 | 370,500.00 | 370,500.00 |
| 729-16-C | object marker assembly (type 3) | 4 | EACH | 80.00 | 320.00 | 75.00 | 300.00 | 80.00 | 320.00 | 93.75 | 375.00 |
| 731-01 | nonreflectorized raised pavement markers | 30 | EACH | 21.00 | 630.00 | 18.00 | 540.00 | 2,500.00 | 75,000.00 | 22.50 | 675.00 |
| 731-02 | reflectorized raised pavement markers | 48 | EACH | 12.00 | 576.00 | 9.00 | 432.00 | 11.00 | 528.00 | 11.25 | 540.00 |
| 732-02-A | plastic pavement striping (solid line) (4" width) | 0.409 | MILE | 6,000.00 | 2,454.00 | 5,250.00 | 2,147.25 | 6,000.00 | 2,454.00 | 7,875.00 | 3,220.88 |
| 739-01 | hydro-seeding | 1.00 | ACRE | 1,600.00 | 1,600.00 | 1,300.00 | 1,300.00 | 1,500.00 | 1,500.00 | 1,625.00 | 1,625.00 |
| 740-01 | construction layout | lump | LUMP | 40,000.00 | 40,000.00 | 35,000.00 | 35,000.00 | 20,000.00 | 20,000.00 | 62,500.00 | 62,500.00 |
| 804-01-B | precast concrete piles (14") | 2,040 | LNFT | 55.00 | 112,200.00 | 75.00 | 153,000.00 | 42.00 | 85,680.00 | 113.75 | 232,050.00 |
| 804-01-G | precast concrete piles (30") | 680 | LNFT | 140.00 | 95,200.00 | 240.00 | 163,200.00 | 460.00 | 312,800.00 | 373.75 | 254,150.00 |
| 804-12 | loading permanent piles | 1 | EACH | 5,000.00 | 5,000.00 | 10,000.00 | 10,000.00 | 100.00 | 100.00 | 6,250.00 | 6,250.00 |
| 805-01-F | class a concrete (bents) | 106.10 | CUYD | 980.00 | 103,978.00 | 1,270.00 | 134,747.00 | 1,350.00 | 143,235.00 | 1,500.00 | 159,150.00 |
| 805-03 | class aa concrete | 216.31 | CUYD | 1,000.00 | 216,310.00 | 810.00 | 175,211.10 | 1,310.00 | 283,366.10 | 1,500.00 | 324,465.00 |
| 805-08-C | precast-prestressed concrete girders (type iii) | 1,050.0 | LNFT | 100.00 | 105,000.00 | 125.00 | 131,250.00 | 135.00 | 141,750.00 | 171.25 | 179,812.50 |
| 805-11 | strip seal joints | 78.50 | LNFT | 120.00 | 9,420.00 | 190.00 | 14,915.00 | 220.00 | 17,270.00 | 250.00 | 19,625.00 |
| 806-01 | deformed reinforcing steel | 73,928 | LB | 1.25 | 92,410.00 | 1.45 | 107,195.60 | 1.60 | 118,284.80 | 2.19 | 161,902.32 |
| 807-08 | structural metalwork | lump | LUMP | 2,500.00 | 2,500.00 | 6,000.00 | 6,000.00 | 2,200.00 | 2,200.00 | 2,500.00 | 2,500.00 |
| 810-01 | concrete railing (barrier) | 420.00 | LNFT | 65.00 | 27,300.00 | 51.00 | 21,420.00 | 130.00 | 54,600.00 | 87.50 | 36,750.00 |
| 810-02 | steel railing | 229.08 | LNFT | 175.00 | 40,089.00 | 285.00 | 65,287.80 | 160.00 | 36,652.80 | 218.75 | 50,111.25 |
| 813-01 | concrete approach slabs | 342.93 | SQYD | 260.00 | 89,161.80 | 265.00 | 90,876.45 | 205.00 | 70,300.65 | 225.00 | 77,159.25 |
| S-101 | impact attenuator (kinetic) | 2 | EACH | 15,000.00 | 30,000.00 | 17,000.00 | 34,000.00 | 18,250.00 | 36,500.00 | 18,750.00 | 37,500.00 |
| ITEM TOTAL (CONSTRUCTION BID) | 1,842,900.75 | 1,873,737.40 | 2,363,290.65 | IRREGULAR | |||||||
| NUMBER OF DAYS BID AT $1,000 PER DAY. | 140,000.00 | 140,000.00 | 140,000.00 | 140,000.00 | |||||||
| TOTAL BID | 1,982,900.75 | 2,013,737.40 | 2,503,290.65 | IRREGULAR | |||||||