| |||
| Lead Project: 388-03-0008 | |||
| Parish: ACADIA | |||
| Routes: LA 370 | |||
| Description: DRAIN BRIDGE AND APPROACHES | |||
| Type Const:
grading, drain struct, class ii bc, superpave acp, con span bridge system (alternate a1), reinforced conc box culverts (alternate a2), and related work. | |||
| Rank | License | Bidder | Amount |
|---|---|---|---|
| 1 | 08815 | W. E. MCDONALD & SON, LLC. | $267,086.89 |
| 2 | 18943 | BULLIARD CONSTRUCTION CO. INC. | $278,638.68 |
| 3 | 31856 | C & C FONTENOT CONSTRUCTION, INC. | $279,169.70 |
| 4 | 09090 | GUINN BROTHERS, LLC. | $280,750.80 |
| 5 | 25747 | KOSTMAYER CONSTRUCTION, LLC | $307,012.50 |
| 6 | 02179 | BOH BROS. CONSTRUCTION CO., LLC. | $332,996.10 |
| 7 | 00060 | F. MILLER & SONS, LLC | $339,384.90 |
| 8 | 12136 | SHILOH CONTRACTORS, INC. | $368,995.94 |
| 9 | 04089 | H & S CONSTRUCTION CO., INC. | $399,425.54 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - W. E. MCDONALD & SON, LLC. |
- 2 - BULLIARD CONSTRUCTION CO. INC. |
- 3 - C & C FONTENOT CONSTRUCTION, INC. |
- 4 - GUINN BROTHERS, 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 | 7,500.00 | 7,500.00 | 3,258.96 | 3,258.96 | 3,500.00 | 3,500.00 | 4,000.00 | 4,000.00 |
| 202-01 | removal of structures & obstructions | lump | lump | 1,000.00 | 1,000.00 | 1,425.10 | 1,425.10 | 5,000.00 | 5,000.00 | 5,000.00 | 5,000.00 |
| 202-02-A | removal of bridges (sta. 10+000, 5.357m x 6.0m timber bridge) |
1 | ea | 4,000.00 | 4,000.00 | 7,077.04 | 7,077.04 | 3,000.00 | 3,000.00 | 5,000.00 | 5,000.00 |
| 202-02-G | removal of surfacing & stabilized base | 604.0 | sq m | 5.00 | 3,020.00 | 5.79 | 3,497.16 | 4.00 | 2,416.00 | 5.00 | 3,020.00 |
| 203-06 | excavation & embankment | lump | lump | 12,000.00 | 12,000.00 | 9,276.14 | 9,276.14 | 13,000.00 | 13,000.00 | 15,000.00 | 15,000.00 |
| 204-05-A | temporary sediment check dams (hay) | 4 | ea | 300.00 | 1,200.00 | 64.88 | 259.52 | 200.00 | 800.00 | 100.00 | 400.00 |
| 204-06 | temporary silt fencing | 160 | ln m | 8.00 | 1,280.00 | 5.78 | 924.80 | 4.50 | 720.00 | 4.00 | 640.00 |
| 302-01 | class ii base course | 223.5 | cu m | 80.00 | 17,880.00 | 94.67 | 21,158.74 | 93.00 | 20,785.50 | 85.00 | 18,997.50 |
| 401-01 | aggregate surface course (net section) | 24.9 | cu m | 100.00 | 2,490.00 | 105.44 | 2,625.45 | 83.00 | 2,066.70 | 100.00 | 2,490.00 |
| 502-01 | superpave asphaltic concrete (level 1) | 88.0 | Mg | 165.00 | 14,520.00 | 150.00 | 13,200.00 | 220.00 | 19,360.00 | 200.00 | 17,600.00 |
| 701-05-I | side drain pipe (600 mm) | 134.0 | ln m | 125.00 | 16,750.00 | 100.00 | 13,400.00 | 98.00 | 13,132.00 | 150.00 | 20,100.00 |
| 701-05-K | side drain pipe (750 mm) | 80.0 | ln m | 145.00 | 11,600.00 | 125.02 | 10,001.60 | 140.00 | 11,200.00 | 230.00 | 18,400.00 |
| 702-08-A | side drain safety end (type 1) | 2 | ea | 1,500.00 | 3,000.00 | 934.09 | 1,868.18 | 1,600.00 | 3,200.00 | 2,000.00 | 4,000.00 |
| 702-08-B | side drain safety end (type 2) | 2 | ea | 2,500.00 | 5,000.00 | 1,576.08 | 3,152.16 | 3,200.00 | 6,400.00 | 3,000.00 | 6,000.00 |
| 708-01 | right-of-way monument | 8 | ea | 300.00 | 2,400.00 | 44.01 | 352.08 | 150.00 | 1,200.00 | 500.00 | 4,000.00 |
| 708-02 | right-of-way monument witness post | 8 | ea | 300.00 | 2,400.00 | 52.53 | 420.24 | 100.00 | 800.00 | 500.00 | 4,000.00 |
| 713-01 | temporary signs & barricades | lump | lump | 9,500.00 | 9,500.00 | 7,248.62 | 7,248.62 | 4,000.00 | 4,000.00 | 12,000.00 | 12,000.00 |
| 717-01 | seeding | 10 | kg | 22.00 | 220.00 | 25.84 | 258.40 | 15.00 | 150.00 | 30.00 | 300.00 |
| 718-01 | fertilizer | 255 | kg | 2.09 | 532.95 | 1.29 | 328.95 | 2.00 | 510.00 | 1.50 | 382.50 |
| 726-01 | bedding material | 35.8 | cu m | 75.00 | 2,685.00 | 96.80 | 3,465.44 | 20.00 | 716.00 | 100.00 | 3,580.00 |
| 727-01 | mobilization | lump | lump | 8,000.00 | 8,000.00 | 7,353.68 | 7,353.68 | 10,000.00 | 10,000.00 | 15,000.00 | 15,000.00 |
| 729-16 | object marker assembly | 4 | ea | 100.00 | 400.00 | 102.25 | 409.00 | 125.00 | 500.00 | 100.00 | 400.00 |
| 731-02 | reflectorized raised pavement markers | 10 | ea | 58.00 | 580.00 | 67.70 | 677.00 | 75.00 | 750.00 | 70.00 | 700.00 |
| 737-01-A | painted traffic striping (solid line)(100 mm width) | 0.266 | km | 4,200.00 | 1,117.20 | 4,902.45 | 1,304.05 | 6,500.00 | 1,729.00 | 5,200.00 | 1,383.20 |
| 737-02-A | painted traffic striping (broken line)(100 mm width) | 0.113 | km | 2,688.00 | 303.74 | 3,137.57 | 354.54 | 6,500.00 | 734.50 | 3,200.00 | 361.60 |
| S-001 | construction layout | lump | lump | 5,000.00 | 5,000.00 | 2,918.13 | 2,918.13 | 3,000.00 | 3,000.00 | 4,000.00 | 4,000.00 |
| SUBTOTAL GENERAL | 134,378.89 | 116,214.98 | 128,669.70 | 166,754.80 | |||||||
| ALTERNATE A | drainage structure, sta. 10+000 | ||||||||||
| ALTERNATE A1 | con-span bridge system | ||||||||||
| S-002 | con-span bridge system (6096 x 1881 x 24500 mm) | lump | lump | 0.00 | 0.00 | 162,423.70 | 162,423.70 | 150,500.00 | 150,500.00 | 0.00 | 0.00 |
| SUBTOTAL ALT A1 | 162,423.70 | 150,500.00 | |||||||||
| ALTERNATE A2 | 3-1800 x 1800 rcb | ||||||||||
| 805-01-B | class a concrete (box culvert headwalls) | 25.84 | cu m | 1,300.00 | 33,592.00 | 0.00 | 0.00 | 1,350.00 | 34,884.00 | 800.00 | 20,672.00 |
| 805-12-M | reinforced concrete box culverts (1800 mm x 1800 mm) | 73.80 | ln m | 1,300.00 | 95,940.00 | 0.00 | 0.00 | 1,600.00 | 118,080.00 | 1,200.00 | 88,560.00 |
| 806-01 | deformed reinforcing steel | 1,588 | kg | 2.00 | 3,176.00 | 0.00 | 0.00 | 2.30 | 3,652.40 | 3.00 | 4,764.00 |
| SUBTOTAL ALT A2 | 132,708.00 | 156,616.40 | 113,996.00 | ||||||||
| CONTRACTOR TOTAL | 267,086.89 | 278,638.68 | 279,169.70 | 280,750.80 | |||||||
| Item Number | Item Description | Quantity | Unit of Measure | - 5 - KOSTMAYER CONSTRUCTION, LLC |
- 6 - BOH BROS. CONSTRUCTION CO., LLC. |
- 7 - F. MILLER & SONS, LLC |
- 8 - SHILOH CONTRACTORS, INC. |
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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 | 8,000.00 | 8,000.00 | 200.00 | 200.00 | 9,400.00 | 9,400.00 | 12,000.00 | 12,000.00 |
| 202-01 | removal of structures & obstructions | lump | lump | 3,000.00 | 3,000.00 | 2,500.00 | 2,500.00 | 2,700.00 | 2,700.00 | 2,000.00 | 2,000.00 |
| 202-02-A | removal of bridges (sta. 10+000, 5.357m x 6.0m timber bridge) |
1 | ea | 6,000.00 | 6,000.00 | 6,000.00 | 6,000.00 | 14,100.00 | 14,100.00 | 2,500.00 | 2,500.00 |
| 202-02-G | removal of surfacing & stabilized base | 604.0 | sq m | 9.00 | 5,436.00 | 3.40 | 2,053.60 | 9.00 | 5,436.00 | 6.50 | 3,926.00 |
| 203-06 | excavation & embankment | lump | lump | 11,000.00 | 11,000.00 | 34,000.00 | 34,000.00 | 33,300.00 | 33,300.00 | 18,000.00 | 18,000.00 |
| 204-05-A | temporary sediment check dams (hay) | 4 | ea | 170.00 | 680.00 | 76.00 | 304.00 | 130.00 | 520.00 | 5.00 | 20.00 |
| 204-06 | temporary silt fencing | 160 | ln m | 2.50 | 400.00 | 5.00 | 800.00 | 14.00 | 2,240.00 | 5.00 | 800.00 |
| 302-01 | class ii base course | 223.5 | cu m | 60.00 | 13,410.00 | 97.00 | 21,679.50 | 67.00 | 14,974.50 | 100.00 | 22,350.00 |
| 401-01 | aggregate surface course (net section) | 24.9 | cu m | 60.00 | 1,494.00 | 104.00 | 2,589.60 | 90.00 | 2,241.00 | 110.00 | 2,739.00 |
| 502-01 | superpave asphaltic concrete (level 1) | 88.0 | Mg | 180.00 | 15,840.00 | 170.00 | 14,960.00 | 233.00 | 20,504.00 | 150.00 | 13,200.00 |
| 701-05-I | side drain pipe (600 mm) | 134.0 | ln m | 142.00 | 19,028.00 | 216.00 | 28,944.00 | 100.00 | 13,400.00 | 235.00 | 31,490.00 |
| 701-05-K | side drain pipe (750 mm) | 80.0 | ln m | 181.00 | 14,480.00 | 292.00 | 23,360.00 | 120.00 | 9,600.00 | 300.00 | 24,000.00 |
| 702-08-A | side drain safety end (type 1) | 2 | ea | 1,750.00 | 3,500.00 | 1,200.00 | 2,400.00 | 1,500.00 | 3,000.00 | 2,000.00 | 4,000.00 |
| 702-08-B | side drain safety end (type 2) | 2 | ea | 3,500.00 | 7,000.00 | 2,200.00 | 4,400.00 | 2,400.00 | 4,800.00 | 3,300.00 | 6,600.00 |
| 708-01 | right-of-way monument | 8 | ea | 600.00 | 4,800.00 | 370.00 | 2,960.00 | 330.00 | 2,640.00 | 300.00 | 2,400.00 |
| 708-02 | right-of-way monument witness post | 8 | ea | 200.00 | 1,600.00 | 135.00 | 1,080.00 | 125.00 | 1,000.00 | 400.00 | 3,200.00 |
| 713-01 | temporary signs & barricades | lump | lump | 13,000.00 | 13,000.00 | 8,000.00 | 8,000.00 | 29,000.00 | 29,000.00 | 8,500.00 | 8,500.00 |
| 717-01 | seeding | 10 | kg | 30.00 | 300.00 | 28.00 | 280.00 | 70.00 | 700.00 | 25.00 | 250.00 |
| 718-01 | fertilizer | 255 | kg | 3.00 | 765.00 | 1.00 | 255.00 | 3.00 | 765.00 | 1.00 | 255.00 |
| 726-01 | bedding material | 35.8 | cu m | 60.00 | 2,148.00 | 64.00 | 2,291.20 | 94.00 | 3,365.20 | 115.00 | 4,117.00 |
| 727-01 | mobilization | lump | lump | 40,000.00 | 40,000.00 | 63,000.00 | 63,000.00 | 30,000.00 | 30,000.00 | 36,000.00 | 36,000.00 |
| 729-16 | object marker assembly | 4 | ea | 110.00 | 440.00 | 125.00 | 500.00 | 80.00 | 320.00 | 80.00 | 320.00 |
| 731-02 | reflectorized raised pavement markers | 10 | ea | 70.00 | 700.00 | 64.00 | 640.00 | 60.00 | 600.00 | 58.00 | 580.00 |
| 737-01-A | painted traffic striping (solid line)(100 mm width) | 0.266 | km | 6,000.00 | 1,596.00 | 4,500.00 | 1,197.00 | 4,400.00 | 1,170.40 | 4,200.00 | 1,117.20 |
| 737-02-A | painted traffic striping (broken line)(100 mm width) | 0.113 | km | 3,500.00 | 395.50 | 3,000.00 | 339.00 | 2,800.00 | 316.40 | 2,688.00 | 303.74 |
| S-001 | construction layout | lump | lump | 13,000.00 | 13,000.00 | 7,700.00 | 7,700.00 | 12,600.00 | 12,600.00 | 2,300.00 | 2,300.00 |
| SUBTOTAL GENERAL | 188,012.50 | 232,432.90 | 218,692.50 | 202,967.94 | |||||||
| ALTERNATE A | drainage structure, sta. 10+000 | ||||||||||
| ALTERNATE A1 | con-span bridge system | ||||||||||
| S-002 | con-span bridge system (6096 x 1881 x 24500 mm) | lump | lump | 119,000.00 | 119,000.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| SUBTOTAL ALT A1 | 119,000.00 | ||||||||||
| ALTERNATE A2 | 3-1800 x 1800 rcb | ||||||||||
| 805-01-B | class a concrete (box culvert headwalls) | 25.84 | cu m | 975.00 | 25,194.00 | 680.00 | 17,571.20 | 835.00 | 21,576.40 | 1,100.00 | 28,424.00 |
| 805-12-M | reinforced concrete box culverts (1800 mm x 1800 mm) | 73.80 | ln m | 1,253.00 | 92,471.40 | 1,060.00 | 78,228.00 | 1,300.00 | 95,940.00 | 1,800.00 | 132,840.00 |
| 806-01 | deformed reinforcing steel | 1,588 | kg | 0.90 | 1,429.20 | 3.00 | 4,764.00 | 2.00 | 3,176.00 | 3.00 | 4,764.00 |
| SUBTOTAL ALT A2 | 119,094.60 | 100,563.20 | 120,692.40 | 166,028.00 | |||||||
| CONTRACTOR TOTAL | 307,012.50 | 332,996.10 | 339,384.90 | 368,995.94 | |||||||
| Item Number | Item Description | Quantity | Unit of Measure | - 9 - H & S CONSTRUCTION CO., INC. |
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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 | 20,000.00 | 20,000.00 | ||||||
| 202-01 | removal of structures & obstructions | lump | lump | 10,000.00 | 10,000.00 | ||||||
| 202-02-A | removal of bridges (sta. 10+000, 5.357m x 6.0m timber bridge) |
1 | ea | 10,000.00 | 10,000.00 | ||||||
| 202-02-G | removal of surfacing & stabilized base | 604.0 | sq m | 14.00 | 8,456.00 | ||||||
| 203-06 | excavation & embankment | lump | lump | 12,000.00 | 12,000.00 | ||||||
| 204-05-A | temporary sediment check dams (hay) | 4 | ea | 200.00 | 800.00 | ||||||
| 204-06 | temporary silt fencing | 160 | ln m | 20.00 | 3,200.00 | ||||||
| 302-01 | class ii base course | 223.5 | cu m | 117.00 | 26,149.50 | ||||||
| 401-01 | aggregate surface course (net section) | 24.9 | cu m | 117.00 | 2,913.30 | ||||||
| 502-01 | superpave asphaltic concrete (level 1) | 88.0 | Mg | 225.00 | 19,800.00 | ||||||
| 701-05-I | side drain pipe (600 mm) | 134.0 | ln m | 175.00 | 23,450.00 | ||||||
| 701-05-K | side drain pipe (750 mm) | 80.0 | ln m | 200.00 | 16,000.00 | ||||||
| 702-08-A | side drain safety end (type 1) | 2 | ea | 3,000.00 | 6,000.00 | ||||||
| 702-08-B | side drain safety end (type 2) | 2 | ea | 3,000.00 | 6,000.00 | ||||||
| 708-01 | right-of-way monument | 8 | ea | 200.00 | 1,600.00 | ||||||
| 708-02 | right-of-way monument witness post | 8 | ea | 200.00 | 1,600.00 | ||||||
| 713-01 | temporary signs & barricades | lump | lump | 12,000.00 | 12,000.00 | ||||||
| 717-01 | seeding | 10 | kg | 25.50 | 255.00 | ||||||
| 718-01 | fertilizer | 255 | kg | 2.20 | 561.00 | ||||||
| 726-01 | bedding material | 35.8 | cu m | 100.00 | 3,580.00 | ||||||
| 727-01 | mobilization | lump | lump | 20,000.00 | 20,000.00 | ||||||
| 729-16 | object marker assembly | 4 | ea | 80.00 | 320.00 | ||||||
| 731-02 | reflectorized raised pavement markers | 10 | ea | 67.00 | 670.00 | ||||||
| 737-01-A | painted traffic striping (solid line)(100 mm width) | 0.266 | km | 5,040.00 | 1,340.64 | ||||||
| 737-02-A | painted traffic striping (broken line)(100 mm width) | 0.113 | km | 3,225.00 | 364.42 | ||||||
| S-001 | construction layout | lump | lump | 8,000.00 | 8,000.00 | ||||||
| SUBTOTAL GENERAL | 215,059.86 | ||||||||||
| ALTERNATE A | drainage structure, sta. 10+000 | ||||||||||
| ALTERNATE A1 | con-span bridge system | ||||||||||
| S-002 | con-span bridge system (6096 x 1881 x 24500 mm) | lump | lump | 200,000.00 | 200,000.00 | ||||||
| SUBTOTAL ALT A1 | 200,000.00 | ||||||||||
| ALTERNATE A2 | 3-1800 x 1800 rcb | ||||||||||
| 805-01-B | class a concrete (box culvert headwalls) | 25.84 | cu m | 900.00 | 23,256.00 | ||||||
| 805-12-M | reinforced concrete box culverts (1800 mm x 1800 mm) | 73.80 | ln m | 2,100.00 | 154,980.00 | ||||||
| 806-01 | deformed reinforcing steel | 1,588 | kg | 3.86 | 6,129.68 | ||||||
| SUBTOTAL ALT A2 | 184,365.68 | ||||||||||
| CONTRACTOR TOTAL | 399,425.54 | ||||||||||