| |||
| Lead Project: 137-03-0007 | |||
| Parish: RAPIDES | |||
| Routes: LA 465 | |||
| Description: VERNON PH. LINE - JCT. LA 121 | |||
| Type Const:
grading, drainage structure, cold planing asph conc, lime trmt, in place cement treated bc, superpave asphaltic concrete pavement and related work. | |||
| Estimated Construction Cost: $2,190,613.30 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 08815 | W. E. MCDONALD & SON, LLC. | $1,996,871.80 |
| 2 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $2,095,038.01 |
| 3 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $2,155,353.81 |
| 4 | 27239 | APECK CONSTRUCTION, INC. | $2,262,497.04 |
| 5 | 05789 | D & J CONSTRUCTION CO., INC. | $2,343,040.17 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - W. E. MCDONALD & SON, LLC. |
- 2 - DIAMOND B CONSTRUCTION CO., L.L.C. |
- 3 - GILCHRIST CONSTRUCTION CO. LLC |
- 4 - APECK CONSTRUCTION, INC. |
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 202-01 | removal of structures & obstructions | lump | LUMP | 5,000.00 | 5,000.00 | 10,000.00 | 10,000.00 | 20,000.00 | 20,000.00 | 17,800.47 | 17,800.47 |
| 203-07 | borrow (vehicular measurement) | 159 | CUYD | 10.00 | 1,590.00 | 13.50 | 2,146.50 | 20.00 | 3,180.00 | 24.51 | 3,897.09 |
| 203-07-A | borrow (vehicular meas.)(selected soils) | 115 | CUYD | 10.00 | 1,150.00 | 30.00 | 3,450.00 | 25.00 | 2,875.00 | 25.69 | 2,954.35 |
| 304-05 | lime treatment (type e) | 181.91 | TON | 425.00 | 77,311.75 | 515.00 | 93,683.65 | 250.00 | 45,477.50 | 468.99 | 85,313.97 |
| 305-01-D | subgrade layer (12" thick) | 34,967 | SQYD | 6.93 | 242,321.31 | 6.75 | 236,027.25 | 7.40 | 258,755.80 | 8.45 | 295,471.15 |
| 308-01-A | in-place cement treated base course (12" thick) | 71,557 | SQYD | 6.93 | 495,890.01 | 7.00 | 500,899.00 | 6.20 | 443,653.40 | 6.58 | 470,845.06 |
| 308-02 | removal of existing patches | 250 | SQYD | 15.00 | 3,750.00 | 20.00 | 5,000.00 | 5.00 | 1,250.00 | 23.54 | 5,885.00 |
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
1,341 | CUYD | 25.00 | 33,525.00 | 32.00 | 42,912.00 | 58.00 | 77,778.00 | 47.20 | 63,295.20 |
| 502-01 | superpave asphaltic concrete | 7,499.9 | TON | 71.00 | 532,492.90 | 72.24 | 541,792.78 | 76.00 | 569,992.40 | 88.67 | 665,016.13 |
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
472.3 | TON | 140.00 | 66,122.00 | 140.00 | 66,122.00 | 140.00 | 66,122.00 | 139.23 | 65,758.33 |
| 509-01 | cold planing asphaltic pavement | 69,863 | SQYD | 1.10 | 76,849.30 | 1.15 | 80,342.45 | 1.35 | 94,315.05 | 0.97 | 67,767.11 |
| 509-02 | contractor retained reclaimed asphaltic pavement | - 3,293 | CUYD | 0.10 | - 329.30 | 0.10 | - 329.30 | 0.10 | - 329.30 | 0.01 | - 32.93 |
| 701-02-D/E | cross drain pipe arch (24" equiv. rcpa or 30" equiv. cmpa) |
96 | LNFT | 55.00 | 5,280.00 | 135.00 | 12,960.00 | 260.00 | 24,960.00 | 108.13 | 10,380.48 |
| 701-02-E/F | cross drain pipe arch (30" equiv. rcpa or 36" equiv. cmpa) |
56 | LNFT | 70.00 | 3,920.00 | 160.00 | 8,960.00 | 265.00 | 14,840.00 | 164.66 | 9,220.96 |
| 701-02-H/I | cross drain pipe arch (48" equiv. rcpa or 54" equiv. cmpa) |
48 | LNFT | 110.00 | 5,280.00 | 220.00 | 10,560.00 | 350.00 | 16,800.00 | 265.61 | 12,749.28 |
| 701-02-N/P | cross drain pipe arch (84" equiv. rcpa or 96" equiv. cmpa) |
128 | LNFT | 250.00 | 32,000.00 | 600.00 | 76,800.00 | 500.00 | 64,000.00 | 303.64 | 38,865.92 |
| 701-02-R | cross drain pipe arch (108" equiv. cmpa) | 192 | LNFT | 368.00 | 70,656.00 | 400.00 | 76,800.00 | 540.00 | 103,680.00 | 392.86 | 75,429.12 |
| 711-04 | geotextile fabric | 730 | SQYD | 2.00 | 1,460.00 | 2.00 | 1,460.00 | 3.25 | 2,372.50 | 3.36 | 2,452.80 |
| 712-04 | flexible revetment | 484 | SQYD | 69.00 | 33,396.00 | 75.00 | 36,300.00 | 60.00 | 29,040.00 | 39.65 | 19,190.60 |
| 713-01 | temporary signs & barricades | lump | LUMP | 9,800.00 | 9,800.00 | 17,000.00 | 17,000.00 | 50,000.00 | 50,000.00 | 25,682.52 | 25,682.52 |
| 713-03-A | temporary pavement markings (broken line)(4" width)(4' length) |
11.815 | MILE | 300.00 | 3,544.50 | 135.00 | 1,595.03 | 200.00 | 2,363.00 | 251.09 | 2,966.63 |
| 713-03-B | temporary pavement markings (broken line)(4" width) (10' length) |
8.390 | MILE | 0.01 | 0.08 | 320.00 | 2,684.80 | 1.00 | 8.39 | 350.22 | 2,938.35 |
| 713-04-A | temporary pavement markings (solid line)(4" width) | 34.866 | MILE | 0.01 | 0.35 | 650.00 | 22,662.90 | 1.00 | 34.87 | 700.51 | 24,423.98 |
| 716-01-A | mulch (vegetative) | 6.8 | TON | 250.00 | 1,700.00 | 525.00 | 3,570.00 | 300.00 | 2,040.00 | 642.06 | 4,366.01 |
| 717-01 | seeding | 102 | LB | 8.00 | 816.00 | 11.00 | 1,122.00 | 10.00 | 1,020.00 | 22.47 | 2,291.94 |
| 718-01 | fertilizer | 3,370 | LB | 0.45 | 1,516.50 | 0.65 | 2,190.50 | 0.60 | 2,022.00 | 0.70 | 2,359.00 |
| 722-01 | project site laboratory | 1 | EACH | 6,000.00 | 6,000.00 | 6,000.00 | 6,000.00 | 20,000.00 | 20,000.00 | 9,339.10 | 9,339.10 |
| 726-01 | bedding material | 249.0 | CUYD | 89.00 | 22,161.00 | 110.00 | 27,390.00 | 110.00 | 27,390.00 | 93.13 | 23,189.37 |
| 727-01 | mobilization | lump | LUMP | 103,000.00 | 103,000.00 | 100,000.00 | 100,000.00 | 110,000.00 | 110,000.00 | 60,000.00 | 60,000.00 |
| 729-16-B | object marker assembly (type 2) | 18 | EACH | 60.00 | 1,080.00 | 65.00 | 1,170.00 | 70.00 | 1,260.00 | 102.65 | 1,847.70 |
| 731-02 | reflectorized raised pavement markers | 780 | EACH | 7.00 | 5,460.00 | 5.00 | 3,900.00 | 5.60 | 4,368.00 | 5.25 | 4,095.00 |
| 732-01-E | plastic pavement striping (24" width) | 22 | LNFT | 25.00 | 550.00 | 3.25 | 71.50 | 1.40 | 30.80 | 3.50 | 77.00 |
| 732-02-A | plastic pavement striping (solid line) (4" width) | 5.618 | MILE | 4,800.00 | 26,966.40 | 2,650.00 | 14,887.70 | 2,800.00 | 15,730.40 | 2,919.51 | 16,401.81 |
| 732-03-A | plastic pavement striping (broken line)(4" width) | 4.195 | MILE | 1,800.00 | 7,551.00 | 750.00 | 3,146.25 | 1,200.00 | 5,034.00 | 816.20 | 3,423.96 |
| 735-01 | mailboxes | 41 | EACH | 1.00 | 41.00 | 1.00 | 41.00 | 10.00 | 410.00 | 29.90 | 1,225.90 |
| 735-02 | mailbox supports (single) | 23 | EACH | 125.00 | 2,875.00 | 110.00 | 2,530.00 | 120.00 | 2,760.00 | 177.70 | 4,087.10 |
| 735-03 | mailbox supports (double) | 9 | EACH | 175.00 | 1,575.00 | 150.00 | 1,350.00 | 160.00 | 1,440.00 | 242.55 | 2,182.95 |
| 735-04 | mailbox supports (multiple) | 2 | EACH | 325.00 | 650.00 | 270.00 | 540.00 | 300.00 | 600.00 | 407.39 | 814.78 |
| 740-01 | construction layout | lump | LUMP | 8,500.00 | 8,500.00 | 13,500.00 | 13,500.00 | 22,000.00 | 22,000.00 | 46,193.25 | 46,193.25 |
| 805-12-C-01 | reinforced concrete box culverts (6'x 3')(precast only, astm c850) |
48.0 | LNFT | 350.00 | 16,800.00 | 425.00 | 20,400.00 | 560.00 | 26,880.00 | 546.60 | 26,236.80 |
| S-001 | cleaning existing ditches | 1,000 | LNFT | 6.00 | 6,000.00 | 11.00 | 11,000.00 | 5.00 | 5,000.00 | 7.00 | 7,000.00 |
| S-002 | sack concrete headwall | 180.0 | CUYD | 459.00 | 82,620.00 | 180.00 | 32,400.00 | 90.00 | 16,200.00 | 439.41 | 79,093.80 |
| CONTRACTOR TOTAL | 1,996,871.80 | 2,095,038.01 | 2,155,353.81 | 2,262,497.04 | |||||||
| Item Number | Item Description | Quantity | Unit of Measure | - 5 - D & J CONSTRUCTION CO., INC. |
|
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|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 202-01 | removal of structures & obstructions | lump | LUMP | 5,000.00 | 5,000.00 | ||||||
| 203-07 | borrow (vehicular measurement) | 159 | CUYD | 11.00 | 1,749.00 | ||||||
| 203-07-A | borrow (vehicular meas.)(selected soils) | 115 | CUYD | 11.00 | 1,265.00 | ||||||
| 304-05 | lime treatment (type e) | 181.91 | TON | 450.00 | 81,859.50 | ||||||
| 305-01-D | subgrade layer (12" thick) | 34,967 | SQYD | 7.25 | 253,510.75 | ||||||
| 308-01-A | in-place cement treated base course (12" thick) | 71,557 | SQYD | 7.25 | 518,788.25 | ||||||
| 308-02 | removal of existing patches | 250 | SQYD | 16.00 | 4,000.00 | ||||||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
1,341 | CUYD | 35.00 | 46,935.00 | ||||||
| 502-01 | superpave asphaltic concrete | 7,499.9 | TON | 92.00 | 689,990.80 | ||||||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
472.3 | TON | 92.00 | 43,451.60 | ||||||
| 509-01 | cold planing asphaltic pavement | 69,863 | SQYD | 1.05 | 73,356.15 | ||||||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 3,293 | CUYD | 0.01 | - 32.93 | ||||||
| 701-02-D/E | cross drain pipe arch (24" equiv. rcpa or 30" equiv. cmpa) |
96 | LNFT | 75.00 | 7,200.00 | ||||||
| 701-02-E/F | cross drain pipe arch (30" equiv. rcpa or 36" equiv. cmpa) |
56 | LNFT | 100.00 | 5,600.00 | ||||||
| 701-02-H/I | cross drain pipe arch (48" equiv. rcpa or 54" equiv. cmpa) |
48 | LNFT | 150.00 | 7,200.00 | ||||||
| 701-02-N/P | cross drain pipe arch (84" equiv. rcpa or 96" equiv. cmpa) |
128 | LNFT | 300.00 | 38,400.00 | ||||||
| 701-02-R | cross drain pipe arch (108" equiv. cmpa) | 192 | LNFT | 400.00 | 76,800.00 | ||||||
| 711-04 | geotextile fabric | 730 | SQYD | 3.00 | 2,190.00 | ||||||
| 712-04 | flexible revetment | 484 | SQYD | 70.00 | 33,880.00 | ||||||
| 713-01 | temporary signs & barricades | lump | LUMP | 100,000.00 | 100,000.00 | ||||||
| 713-03-A | temporary pavement markings (broken line)(4" width)(4' length) |
11.815 | MILE | 225.00 | 2,658.38 | ||||||
| 713-03-B | temporary pavement markings (broken line)(4" width) (10' length) |
8.390 | MILE | 200.00 | 1,678.00 | ||||||
| 713-04-A | temporary pavement markings (solid line)(4" width) | 34.866 | MILE | 1.00 | 34.87 | ||||||
| 716-01-A | mulch (vegetative) | 6.8 | TON | 800.00 | 5,440.00 | ||||||
| 717-01 | seeding | 102 | LB | 8.00 | 816.00 | ||||||
| 718-01 | fertilizer | 3,370 | LB | 0.60 | 2,022.00 | ||||||
| 722-01 | project site laboratory | 1 | EACH | 10,000.00 | 10,000.00 | ||||||
| 726-01 | bedding material | 249.0 | CUYD | 90.00 | 22,410.00 | ||||||
| 727-01 | mobilization | lump | LUMP | 125,000.00 | 125,000.00 | ||||||
| 729-16-B | object marker assembly (type 2) | 18 | EACH | 100.00 | 1,800.00 | ||||||
| 731-02 | reflectorized raised pavement markers | 780 | EACH | 8.00 | 6,240.00 | ||||||
| 732-01-E | plastic pavement striping (24" width) | 22 | LNFT | 25.00 | 550.00 | ||||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 5.618 | MILE | 3,600.00 | 20,224.80 | ||||||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 4.195 | MILE | 2,600.00 | 10,907.00 | ||||||
| 735-01 | mailboxes | 41 | EACH | 1.00 | 41.00 | ||||||
| 735-02 | mailbox supports (single) | 23 | EACH | 125.00 | 2,875.00 | ||||||
| 735-03 | mailbox supports (double) | 9 | EACH | 200.00 | 1,800.00 | ||||||
| 735-04 | mailbox supports (multiple) | 2 | EACH | 350.00 | 700.00 | ||||||
| 740-01 | construction layout | lump | LUMP | 25,000.00 | 25,000.00 | ||||||
| 805-12-C-01 | reinforced concrete box culverts (6'x 3')(precast only, astm c850) |
48.0 | LNFT | 400.00 | 19,200.00 | ||||||
| S-001 | cleaning existing ditches | 1,000 | LNFT | 7.00 | 7,000.00 | ||||||
| S-002 | sack concrete headwall | 180.0 | CUYD | 475.00 | 85,500.00 | ||||||
| CONTRACTOR TOTAL | 2,343,040.17 | ||||||||||