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| DBE GOAL FED | |||
| Lead Project: 713-46-0107 | |||
| Parish: ST HELENA | |||
| Routes: | |||
| Description: SHILOH BAPTIST CHURCH ROAD BRIDGES I & II& REEVES RD.BRIDGE | |||
| Type Const:
grading, drainage structures, class ii base course, superpave asphaltic concrete pavement, concrete slab span bridges, and related work. | |||
| Estimated Construction Cost: $918,828.50 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 09090 | GUINN BROTHERS, LLC. | $990,646.05 |
| 2 | 02109 | CHAMBERS CONSTRUCTION CO., INC. | $1,058,680.62 |
| 3 | 25088 | RCS CONTRACTORS, INC. | $1,083,505.83 |
| 4 | 02179 | BOH BROS. CONSTRUCTION CO., LLC. | $1,142,378.62 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - GUINN BROTHERS, LLC. |
- 2 - CHAMBERS CONSTRUCTION CO., INC. |
- 3 - RCS CONTRACTORS, INC. |
- 4 - BOH BROS. CONSTRUCTION CO., LLC. |
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|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing and grubbing | lump | lump | 40,000.00 | 40,000.00 | 46,834.28 | 46,834.28 | 75,000.00 | 75,000.00 | 35,000.00 | 35,000.00 |
| 202-02-A-01 | removal of bridge (sta. 1+150 - 6.1m x 10.1m timber bridge |
1 | ea | 10,000.00 | 10,000.00 | 2,967.58 | 2,967.58 | 6,500.00 | 6,500.00 | 16,000.00 | 16,000.00 |
| 202-02-A-02 | removal of bridge (sta. 1+150 - 6.2m x 6.0m timber bridge) |
1 | ea | 10,000.00 | 10,000.00 | 7,436.45 | 7,436.45 | 6,500.00 | 6,500.00 | 16,000.00 | 16,000.00 |
| 202-02-A-03 | removal of bridge (sta. 1+150 - 7.5m x 17.8m timber bridge) |
1 | ea | 10,000.00 | 10,000.00 | 9,403.11 | 9,403.11 | 8,500.00 | 8,500.00 | 25,000.00 | 25,000.00 |
| 203-05 | excavation & embankment | lump | lump | 45,000.00 | 45,000.00 | 86,946.16 | 86,946.16 | 48,625.00 | 48,625.00 | 85,000.00 | 85,000.00 |
| 204-02 | temporary hay or straw bales | 40 | ea | 10.00 | 400.00 | 32.93 | 1,317.20 | 15.00 | 600.00 | 22.20 | 888.00 |
| 204-05-A | temporary sediment check dams (hay) | 8 | ea | 100.00 | 800.00 | 257.96 | 2,063.68 | 158.00 | 1,264.00 | 220.00 | 1,760.00 |
| 204-06 | temporary silt fencing | 120 | ln m | 10.00 | 1,200.00 | 8.76 | 1,051.20 | 10.00 | 1,200.00 | 7.50 | 900.00 |
| 302-01 | class ii base course | 357.3 | cu m | 115.00 | 41,089.50 | 210.50 | 75,211.65 | 253.39 | 90,536.25 | 158.50 | 56,632.05 |
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
27 | cu m | 150.00 | 4,050.00 | 242.17 | 6,538.59 | 125.00 | 3,375.00 | 140.00 | 3,780.00 |
| 502-01 | superpave asphaltic concrete | 328.9 | Mg | 400.00 | 131,560.00 | 381.27 | 125,399.70 | 220.00 | 72,358.00 | 278.00 | 91,434.20 |
| 701-01-P | cross drain pipe (1350 mm rcp/pcp ) | 60.0 | ln m | 725.00 | 43,500.00 | 757.81 | 45,468.60 | 1,066.87 | 64,012.20 | 854.00 | 51,240.00 |
| 701-02-J | cross drain pipe arch (1500 mm equiv. rcpa) | 100.0 | ln m | 1,168.00 | 116,800.00 | 831.46 | 83,146.00 | 1,363.81 | 136,381.00 | 971.00 | 97,100.00 |
| 704-03 | blocked out guard rail | 15.24 | ln m | 100.00 | 1,524.00 | 84.56 | 1,288.69 | 72.00 | 1,097.28 | 73.00 | 1,112.52 |
| 704-08-B | guard rail transitions (double thrie beam) | 30.48 | ln m | 250.00 | 7,620.00 | 201.64 | 6,145.99 | 170.00 | 5,181.60 | 172.00 | 5,242.56 |
| 704-11-A | guard rail end treatment (flared) | 4 | ea | 3,000.00 | 12,000.00 | 3,252.52 | 13,010.08 | 2,750.00 | 11,000.00 | 2,775.00 | 11,100.00 |
| 705-01 | barbed wire fence | 120 | ln m | 25.00 | 3,000.00 | 52.15 | 6,258.00 | 25.00 | 3,000.00 | 36.50 | 4,380.00 |
| 712-02-A | sacked concrete revetment headwall and slope protection |
37 | cm | 865.00 | 32,005.00 | 861.63 | 31,880.31 | 865.00 | 32,005.00 | 512.00 | 18,944.00 |
| 712-04 | flexible revetment | 589 | sq m | 110.00 | 64,790.00 | 92.64 | 54,564.96 | 85.00 | 50,065.00 | 108.00 | 63,612.00 |
| 713-01 | temporary signs & barricades | lump | lump | 25,000.00 | 25,000.00 | 26,888.79 | 26,888.79 | 18,000.00 | 18,000.00 | 25,000.00 | 25,000.00 |
| 716-01-A | mulch (vegetative) | 1,800.0 | kg | 3.30 | 5,940.00 | 3.26 | 5,868.00 | 0.80 | 1,440.00 | 0.78 | 1,404.00 |
| 717-01 | seeding | 13 | kg | 70.00 | 910.00 | 31.19 | 405.47 | 25.00 | 325.00 | 25.60 | 332.80 |
| 718-01 | fertilizer | 335 | kg | 2.25 | 753.75 | 2.14 | 716.90 | 2.00 | 670.00 | 1.85 | 619.75 |
| 726-01 | bedding material | 132.9 | cu m | 132.00 | 17,542.80 | 97.13 | 12,908.58 | 145.00 | 19,270.50 | 72.15 | 9,588.74 |
| 727-01 | mobilization | lump | lump | 95,000.00 | 95,000.00 | 67,560.93 | 67,560.93 | 75,000.00 | 75,000.00 | 140,000.00 | 140,000.00 |
| 729-16-B | object marker assembly (type 2) | 8 | ea | 100.00 | 800.00 | 83.84 | 670.72 | 90.00 | 720.00 | 73.00 | 584.00 |
| 729-16-C | object marker assembly (type 3) | 4 | ea | 150.00 | 600.00 | 104.08 | 416.32 | 90.00 | 360.00 | 90.00 | 360.00 |
| 740-01 | construction layout | lump | lump | 6,000.00 | 6,000.00 | 14,574.55 | 14,574.55 | 10,000.00 | 10,000.00 | 49,000.00 | 49,000.00 |
| 804-01-B | precast concrete piles (350 mm) | 492.0 | ln m | 155.00 | 76,260.00 | 174.58 | 85,893.36 | 185.00 | 91,020.00 | 192.00 | 94,464.00 |
| 804-12 | loading permanent piles | 1 | ea | 1.00 | 1.00 | 1,301.01 | 1,301.01 | 1,000.00 | 1,000.00 | 10,000.00 | 10,000.00 |
| 805-10-A | bridge superstructure & substructure(8.5m clear raodway;90 degree crossing) (cast-in-place) |
5 | span | 32,500.00 | 162,500.00 | 42,928.78 | 214,643.90 | 46,500.00 | 232,500.00 | 41,500.00 | 207,500.00 |
| S-101 | concrete approach slab(8.5m clear roadway;90 degree crossing) |
2 | ea | 12,000.00 | 24,000.00 | 9,949.93 | 19,899.86 | 8,000.00 | 16,000.00 | 9,200.00 | 18,400.00 |
| CONTRACTOR TOTAL | 990,646.05 | 1,058,680.62 | 1,083,505.83 | 1,142,378.62 | |||||||