| |||
| DBE GOAL FED | |||
| Lead Project: 207-09-0011 | |||
| Parish: ST LANDRY | |||
| Routes: LA 35 | |||
| Description: DRAINAGE CANAL BRIDGES ON LA 35 | |||
| Type Const:
grading, drainage structures, cold planing acp, class ii base course, lime trmt, superpave acp and related work. | |||
| Estimated Construction Cost: $1,492,462.10 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 04089 | H & S CONSTRUCTION CO., INC. | $1,242,149.00 |
| 2 | 09090 | GUINN BROTHERS, LLC. | $1,430,288.45 |
| 3 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $1,595,120.30 |
| 4 | 00060 | F. MILLER CONSTRUCTION LLC | $1,806,615.10 |
| 35436 | GULF STATES CONSTRUCTORS, L.L.C. | IRREGULAR |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - H & S CONSTRUCTION CO., INC. |
- 2 - GUINN BROTHERS, LLC. |
- 3 - GILCHRIST CONSTRUCTION CO. LLC |
- 4 - F. MILLER CONSTRUCTION LLC |
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing & grubbing | lump | LUMP | 25,000.00 | 25,000.00 | 37,000.00 | 37,000.00 | 45,000.00 | 45,000.00 | 100,000.00 | 100,000.00 |
| 202-01 | removal of structures & obstructions | lump | LUMP | 4,500.00 | 4,500.00 | 5,000.00 | 5,000.00 | 5,000.00 | 5,000.00 | 25,000.00 | 25,000.00 |
| 202-02-A-01 | removal of bridges (sta.115+99, 24'x 39.3'croesote timber, site 1) |
1 | EACH | 9,000.00 | 9,000.00 | 8,000.00 | 8,000.00 | 10,000.00 | 10,000.00 | 21,000.00 | 21,000.00 |
| 202-02-A-02 | removal of bridges (sta.114+14, 20.6'x 39.5'croesote timber, site 2) |
1 | EACH | 9,000.00 | 9,000.00 | 8,000.00 | 8,000.00 | 10,000.00 | 10,000.00 | 19,100.00 | 19,100.00 |
| 202-02-G | removal of surfacing & stabilized base | 792.9 | SQYD | 13.50 | 10,704.15 | 8.00 | 6,343.20 | 7.00 | 5,550.30 | 19.00 | 15,065.10 |
| 202-02-H | removal of guard rail | 613 | LNFT | 3.00 | 1,839.00 | 5.00 | 3,065.00 | 15.00 | 9,195.00 | 6.00 | 3,678.00 |
| 203-01 | general excavation | 3,461 | CUYD | 8.00 | 27,688.00 | 10.00 | 34,610.00 | 8.50 | 29,418.50 | 12.00 | 41,532.00 |
| 203-02 | drainage excavation | 12,117 | CUYD | 11.00 | 133,287.00 | 8.00 | 96,936.00 | 10.00 | 121,170.00 | 12.00 | 145,404.00 |
| 203-03 | embankment | 3,388 | CUYD | 8.50 | 28,798.00 | 16.00 | 54,208.00 | 10.00 | 33,880.00 | 30.00 | 101,640.00 |
| 204-05-A | temporary sediment check dams (hay) | 12 | EACH | 135.00 | 1,620.00 | 100.00 | 1,200.00 | 300.00 | 3,600.00 | 130.00 | 1,560.00 |
| 204-06 | temporary silt fencing | 98 | LNFT | 4.50 | 441.00 | 10.00 | 980.00 | 5.00 | 490.00 | 4.10 | 401.80 |
| 302-02-C-01 | class ii base course (8" thick) (crushed stone or recycled pccp) |
1,421.7 | SQYD | 40.00 | 56,868.00 | 40.00 | 56,868.00 | 33.00 | 46,916.10 | 26.00 | 36,964.20 |
| 304-01 | lime | 20.12 | TON | 198.00 | 3,983.76 | 300.00 | 6,036.00 | 250.00 | 5,030.00 | 260.00 | 5,231.20 |
| 304-04-D | lime treatment (type d) (12" thick) | 1,420 | SQYD | 7.00 | 9,940.00 | 10.00 | 14,200.00 | 8.00 | 11,360.00 | 2.62 | 3,720.40 |
| 401-01 | aggregate surface course (net section) | 257.0 | CUYD | 65.00 | 16,705.00 | 85.00 | 21,845.00 | 100.00 | 25,700.00 | 106.00 | 27,242.00 |
| 502-01 | superpave asphaltic concrete | 599.2 | TON | 130.00 | 77,896.00 | 250.00 | 149,800.00 | 160.00 | 95,872.00 | 320.00 | 191,744.00 |
| 509-01 | cold planing asphaltic pavement | 1,199 | SQYD | 14.50 | 17,385.50 | 17.00 | 20,383.00 | 10.00 | 11,990.00 | 4.60 | 5,515.40 |
| 510-02 | pavement widening | 455.6 | SQYD | 110.00 | 50,116.00 | 85.00 | 38,726.00 | 150.00 | 68,340.00 | 215.00 | 97,954.00 |
| 701-05-G | side drain pipe (18") | 34 | LNFT | 55.00 | 1,870.00 | 90.00 | 3,060.00 | 125.00 | 4,250.00 | 99.00 | 3,366.00 |
| 701-05-I | side drain pipe (24") | 64 | LNFT | 65.00 | 4,160.00 | 95.00 | 6,080.00 | 135.00 | 8,640.00 | 103.00 | 6,592.00 |
| 701-05-K | side drain pipe (30") | 100 | LNFT | 82.00 | 8,200.00 | 115.00 | 11,500.00 | 155.00 | 15,500.00 | 116.00 | 11,600.00 |
| 705-01 | barbed wire fence | 1,004 | LNFT | 8.80 | 8,835.20 | 8.00 | 8,032.00 | 10.00 | 10,040.00 | 8.75 | 8,785.00 |
| 708-01 | right-of-way monument | 21 | EACH | 210.00 | 4,410.00 | 125.00 | 2,625.00 | 300.00 | 6,300.00 | 475.00 | 9,975.00 |
| 708-02 | right-of-way monument witness post | 21 | EACH | 220.00 | 4,620.00 | 125.00 | 2,625.00 | 300.00 | 6,300.00 | 300.00 | 6,300.00 |
| 713-01 | temporary signs & barricades | lump | LUMP | 28,000.00 | 28,000.00 | 15,000.00 | 15,000.00 | 20,000.00 | 20,000.00 | 16,000.00 | 16,000.00 |
| 716-01-B | mulch (fiber) | 1.9 | TON | 1,210.00 | 2,299.00 | 4,000.00 | 7,600.00 | 1,300.00 | 2,470.00 | 600.00 | 1,140.00 |
| 717-01 | seeding | 57 | LB | 13.50 | 769.50 | 15.00 | 855.00 | 14.00 | 798.00 | 9.50 | 541.50 |
| 718-01 | fertilizer | 1,900 | LB | 1.10 | 2,090.00 | 1.00 | 1,900.00 | 1.20 | 2,280.00 | 0.60 | 1,140.00 |
| 722-01 | project site laboratory | 1 | EACH | 3,250.00 | 3,250.00 | 15,000.00 | 15,000.00 | 30,000.00 | 30,000.00 | 1,000.00 | 1,000.00 |
| 726-01 | bedding material | 104.3 | CUYD | 162.00 | 16,896.60 | 100.00 | 10,430.00 | 100.00 | 10,430.00 | 150.00 | 15,645.00 |
| 727-01 | mobilization | lump | LUMP | 50,000.00 | 50,000.00 | 125,000.00 | 125,000.00 | 150,000.00 | 150,000.00 | 180,000.00 | 180,000.00 |
| 729-16-B | object marker assembly (type 2) | 8 | EACH | 75.00 | 600.00 | 125.00 | 1,000.00 | 90.00 | 720.00 | 65.00 | 520.00 |
| 731-02 | reflectorized raised pavement markers | 26 | EACH | 5.61 | 145.86 | 25.00 | 650.00 | 11.00 | 286.00 | 120.00 | 3,120.00 |
| 732-02-A | plastic pavement striping (solid line) (4" width) | 0.356 | MILE | 5,830.00 | 2,075.48 | 7,500.00 | 2,670.00 | 5,500.00 | 1,958.00 | 6,500.00 | 2,314.00 |
| 732-03-A | plastic pavement striping (broken line)(4" width) | 0.178 | MILE | 1,650.00 | 293.70 | 3,000.00 | 534.00 | 1,600.00 | 284.80 | 1,800.00 | 320.40 |
| 740-01 | construction layout | lump | LUMP | 6,500.00 | 6,500.00 | 10,000.00 | 10,000.00 | 24,000.00 | 24,000.00 | 5,700.00 | 5,700.00 |
| 805-01-B | class a concrete (box culvert headwalls) | 102.80 | CUYD | 1,650.00 | 169,620.00 | 1,500.00 | 154,200.00 | 2,000.00 | 205,600.00 | 900.00 | 92,520.00 |
| 805-12-S-01 | reinforced concrete box culverts (8'x 8') precast | 237.6 | LNFT | 650.00 | 154,440.00 | 750.00 | 178,200.00 | 1,000.00 | 237,600.00 | 920.00 | 218,592.00 |
| 805-12-U-01 | reinforced concrete box culverts (10'x 8') precast | 291.0 | LNFT | 925.00 | 269,175.00 | 1,000.00 | 291,000.00 | 1,050.00 | 305,550.00 | 1,240.00 | 360,840.00 |
| 806-01 | deformed reinforcing steel | 8,501 | LB | 2.25 | 19,127.25 | 2.25 | 19,127.25 | 1.60 | 13,601.60 | 2.10 | 17,852.10 |
| CONTRACTOR TOTAL | 1,242,149.00 | 1,430,288.45 | 1,595,120.30 | 1,806,615.10 | |||||||
| Item Number | Item Description | Quantity | Unit of Measure | GULF STATES CONSTRUCTORS, L.L.C. |
|
|
|
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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 | 37,500.00 | 37,500.00 | ||||||
| 202-01 | removal of structures & obstructions | lump | LUMP | 18,750.00 | 18,750.00 | ||||||
| 202-02-A-01 | removal of bridges (sta.115+99, 24'x 39.3'croesote timber, site 1) |
1 | EACH | 9,360.00 | 9,360.00 | ||||||
| 202-02-A-02 | removal of bridges (sta.114+14, 20.6'x 39.5'croesote timber, site 2) |
1 | EACH | 8,400.00 | 8,400.00 | ||||||
| 202-02-G | removal of surfacing & stabilized base | 792.9 | SQYD | 5.00 | 3,964.50 | ||||||
| 202-02-H | removal of guard rail | 613 | LNFT | 3.75 | 2,298.75 | ||||||
| 203-01 | general excavation | 3,461 | CUYD | 5.00 | 17,305.00 | ||||||
| 203-02 | drainage excavation | 12,117 | CUYD | 12.50 | 151,462.50 | ||||||
| 203-03 | embankment | 3,388 | CUYD | 18.75 | 63,525.00 | ||||||
| 204-05-A | temporary sediment check dams (hay) | 12 | EACH | 150.00 | 1,800.00 | ||||||
| 204-06 | temporary silt fencing | 98 | LNFT | 5.63 | 551.74 | ||||||
| 302-02-C-01 | class ii base course (8" thick) (crushed stone or recycled pccp) |
1,421.7 | SQYD | 25.00 | 35,542.50 | ||||||
| 304-01 | lime | 20.12 | TON | 425.00 | 8,551.00 | ||||||
| 304-04-D | lime treatment (type d) (12" thick) | 1,420 | SQYD | 6.25 | 8,875.00 | ||||||
| 401-01 | aggregate surface course (net section) | 257.0 | CUYD | 100.00 | 25,700.00 | ||||||
| 502-01 | superpave asphaltic concrete | 599.2 | TON | 275.00 | 164,780.00 | ||||||
| 509-01 | cold planing asphaltic pavement | 1,199 | SQYD | 11.25 | 13,488.75 | ||||||
| 510-02 | pavement widening | 455.6 | SQYD | 93.75 | 42,712.50 | ||||||
| 701-05-G | side drain pipe (18") | 34 | LNFT | 75.00 | 2,550.00 | ||||||
| 701-05-I | side drain pipe (24") | 64 | LNFT | 106.25 | 6,800.00 | ||||||
| 701-05-K | side drain pipe (30") | 100 | LNFT | 125.00 | 12,500.00 | ||||||
| 705-01 | barbed wire fence | 1,004 | LNFT | 10.00 | 10,040.00 | ||||||
| 708-01 | right-of-way monument | 21 | EACH | 375.00 | 7,875.00 | ||||||
| 708-02 | right-of-way monument witness post | 21 | EACH | 156.25 | 3,281.25 | ||||||
| 713-01 | temporary signs & barricades | lump | LUMP | 17,000.00 | 17,000.00 | ||||||
| 716-01-B | mulch (fiber) | 1.9 | TON | 1,375.00 | 2,612.50 | ||||||
| 717-01 | seeding | 57 | LB | 15.00 | 855.00 | ||||||
| 718-01 | fertilizer | 1,900 | LB | 1.25 | 2,375.00 | ||||||
| 722-01 | project site laboratory | 1 | EACH | 25,000.00 | 25,000.00 | ||||||
| 726-01 | bedding material | 104.3 | CUYD | 100.00 | 10,430.00 | ||||||
| 727-01 | mobilization | lump | LUMP | 289,175.00 | 289,175.00 | ||||||
| 729-16-B | object marker assembly (type 2) | 8 | EACH | 100.00 | 800.00 | ||||||
| 731-02 | reflectorized raised pavement markers | 26 | EACH | 125.00 | 3,250.00 | ||||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 0.356 | MILE | 12,500.00 | 4,450.00 | ||||||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 0.178 | MILE | 1,250.00 | 222.50 | ||||||
| 740-01 | construction layout | lump | LUMP | 18,750.00 | 18,750.00 | ||||||
| 805-01-B | class a concrete (box culvert headwalls) | 102.80 | CUYD | 1,250.00 | 128,500.00 | ||||||
| 805-12-S-01 | reinforced concrete box culverts (8'x 8') precast | 237.6 | LNFT | 562.50 | 133,650.00 | ||||||
| 805-12-U-01 | reinforced concrete box culverts (10'x 8') precast | 291.0 | LNFT | 837.50 | 243,712.50 | ||||||
| 806-01 | deformed reinforcing steel | 8,501 | LB | 1.38 | 11,731.38 | ||||||
| CONTRACTOR TOTAL | IRREGULAR | ||||||||||