| READV |
| ||
| Lead Project: 428-01-0013 | |||
| Parish: ST JAMES, ST JOHN | |||
| Routes: LA 3213, LA 3127 | |||
| Description: GRAMERCY BRIDGE APPROACH (WEST BANK) / LA 3127 TO LA 18 | |||
| Type Const:
gr., dr. str., acp, (alt. a1-class ii bc 12" cr stone or recycled pccp; alt. a2-class ii bc 4" cr stone or recycled pccp & 8" soil cmt), and related work. | |||
| Estimated Construction Cost: $12,445,269.87 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 12198 | BYRON E. TALBOT CONTRACTOR, INC. | $14,320,571.87 |
| 2 | 00481 | COASTAL BRIDGE CO., L.L.C. | $15,437,576.05 |
| 3 | 34567 | JAMES CONSTRUCTION GROUP LLC | $16,536,573.39 |
| 4 | 14807 | RICHARD PRICE CONTRACTING CO, LLC | $16,906,397.81 |
| 5 | 06276 | BARRIERE CONSTRUCTION CO., LLC. | $17,140,611.30 |
| 6 | 45211 | CERES CARIBE INC. | $23,312,293.74 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - BYRON E. TALBOT CONTRACTOR, INC. |
- 2 - COASTAL BRIDGE CO., L.L.C. |
- 3 - JAMES CONSTRUCTION GROUP LLC |
- 4 - RICHARD PRICE CONTRACTING CO, LLC |
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing & grubbing | lump | LUMP | 480,000.00 | 480,000.00 | 815,000.00 | 815,000.00 | 285,000.00 | 285,000.00 | 250,000.00 | 250,000.00 |
| 202-02-G | removal of surfacing & stabilized base | 3,269.5 | SQYD | 6.00 | 19,617.00 | 15.00 | 49,042.50 | 6.00 | 19,617.00 | 5.00 | 16,347.50 |
| 203-01 | general excavation | 84,464 | CUYD | 5.00 | 422,320.00 | 5.00 | 422,320.00 | 3.50 | 295,624.00 | 6.00 | 506,784.00 |
| 203-02 | drainage excavation | 3,193 | CUYD | 6.00 | 19,158.00 | 6.00 | 19,158.00 | 16.00 | 51,088.00 | 8.00 | 25,544.00 |
| 203-03 | muck excavation | 32,614 | CUYD | 5.40 | 176,115.60 | 5.00 | 163,070.00 | 14.00 | 456,596.00 | 6.40 | 208,729.60 |
| 203-04 | embankment | 226,111 | CUYD | 12.17 | 2,751,770.87 | 16.30 | 3,685,609.30 | 18.50 | 4,183,053.50 | 14.35 | 3,244,692.85 |
| 203-08 | borrow (vehicular measurement) | 2,899 | CUYD | 12.00 | 34,788.00 | 15.00 | 43,485.00 | 12.00 | 34,788.00 | 13.00 | 37,687.00 |
| 204-05-A | temporary sediment check dams (hay) | 53 | EACH | 200.00 | 10,600.00 | 60.00 | 3,180.00 | 90.00 | 4,770.00 | 100.00 | 5,300.00 |
| 204-06 | temporary silt fencing | 44,975 | LNFT | 2.30 | 103,442.50 | 1.50 | 67,462.50 | 2.60 | 116,935.00 | 1.50 | 67,462.50 |
| 302-02-E | class ii base course (4" thick)(shlds.)(crushed stone or recycled pccp) |
58,695.0 | SQYD | 9.00 | 528,255.00 | 12.00 | 704,340.00 | 4.20 | 246,519.00 | 9.70 | 569,341.50 |
| 304-01 | lime | 2,335.00 | TON | 1.00 | 2,335.00 | 40.00 | 93,400.00 | 124.00 | 289,540.00 | 152.00 | 354,920.00 |
| 304-05 | lime treatment (type e) | 2,335.00 | TON | 200.00 | 467,000.00 | 30.00 | 70,050.00 | 107.00 | 249,845.00 | 110.00 | 256,850.00 |
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
65 | CUYD | 82.00 | 5,330.00 | 100.00 | 6,500.00 | 80.00 | 5,200.00 | 50.00 | 3,250.00 |
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 125.0 | CUYD | 55.00 | 6,875.00 | 100.00 | 12,500.00 | 70.00 | 8,750.00 | 60.00 | 7,500.00 |
| 502-01 | superpave asphaltic concrete (level 1) | 45,955.3 | TON | 74.50 | 3,423,669.85 | 45.00 | 2,067,988.50 | 69.75 | 3,205,382.18 | 75.35 | 3,462,731.86 |
| 509-01 | cold planing asphaltic pavement | 300 | SQYD | 22.00 | 6,600.00 | 15.00 | 4,500.00 | 22.00 | 6,600.00 | 42.00 | 12,600.00 |
| 701-01-I | cross drain pipe (24" rcp/pcp) | 5,136 | LNFT | 48.20 | 247,555.20 | 70.00 | 359,520.00 | 80.00 | 410,880.00 | 77.00 | 395,472.00 |
| 701-01-K | cross drain pipe (30" rcp/pcp) | 926 | LNFT | 68.00 | 62,968.00 | 80.00 | 74,080.00 | 95.00 | 87,970.00 | 113.00 | 104,638.00 |
| 701-01-M | cross drain pipe (36" rcp/pcp) | 6,144 | LNFT | 91.60 | 562,790.40 | 105.00 | 645,120.00 | 116.00 | 712,704.00 | 121.80 | 748,339.20 |
| 701-01-N | cross drain pipe (42" rcp/pcp) | 754 | LNFT | 123.40 | 93,043.60 | 125.00 | 94,250.00 | 158.00 | 119,132.00 | 169.00 | 127,426.00 |
| 701-01-O | cross drain pipe (48" rcp/pcp) | 1,611 | LNFT | 158.00 | 254,538.00 | 145.00 | 233,595.00 | 190.00 | 306,090.00 | 195.00 | 314,145.00 |
| 701-03-F | storm drain pipe (15" rcp/pcp) | 1,375 | LNFT | 31.40 | 43,175.00 | 40.00 | 55,000.00 | 64.00 | 88,000.00 | 66.00 | 90,750.00 |
| 701-05-G | side drain pipe (18") | 144 | LNFT | 42.00 | 6,048.00 | 40.00 | 5,760.00 | 90.00 | 12,960.00 | 46.00 | 6,624.00 |
| 702-03-A | catch basins (cb-01) | 16 | EACH | 2,500.00 | 40,000.00 | 3,000.00 | 48,000.00 | 7,500.00 | 120,000.00 | 3,200.00 | 51,200.00 |
| 705-06-C | chain link fence (6-foot height) | 38,074 | LNFT | 13.50 | 513,999.00 | 14.00 | 533,036.00 | 21.00 | 799,554.00 | 16.00 | 609,184.00 |
| 708-01 | right-of-way monument | 66 | EACH | 30.00 | 1,980.00 | 400.00 | 26,400.00 | 135.00 | 8,910.00 | 175.00 | 11,550.00 |
| 708-02 | right-of-way monument witness post | 66 | EACH | 50.00 | 3,300.00 | 400.00 | 26,400.00 | 55.00 | 3,630.00 | 150.00 | 9,900.00 |
| 713-01 | temporary signs & barricades | lump | LUMP | 21,800.00 | 21,800.00 | 75,000.00 | 75,000.00 | 12,000.00 | 12,000.00 | 31,000.00 | 31,000.00 |
| 713-04-A | temporary pavement markings (broken line)(4" width)(4' length) |
0.878 | MILE | 4,000.00 | 3,512.00 | 1,000.00 | 878.00 | 2,000.00 | 1,756.00 | 4,000.00 | 3,512.00 |
| 713-05-A | temporary pavement markings (solid line)(4" width) | 0.878 | MILE | 2,100.00 | 1,843.80 | 2,000.00 | 1,756.00 | 1,900.00 | 1,668.20 | 2,100.00 | 1,843.80 |
| 713-07 | temporary reflectorized raised pavement markers | 116 | EACH | 5.00 | 580.00 | 5.00 | 580.00 | 4.25 | 493.00 | 4.75 | 551.00 |
| 716-01-A | mulch (vegetative) | 176.00 | ACRE | 720.00 | 126,720.00 | 750.00 | 132,000.00 | 650.00 | 114,400.00 | 545.00 | 95,920.00 |
| 717-01 | seeding | 5,280 | LB | 7.10 | 37,488.00 | 7.00 | 36,960.00 | 6.50 | 34,320.00 | 7.00 | 36,960.00 |
| 718-01 | fertilizer | 176,000 | LB | 0.30 | 52,800.00 | 0.30 | 52,800.00 | 0.26 | 45,760.00 | 0.40 | 70,400.00 |
| 720-01-A | erosion control system, slope protection (type a) | 29,983 | SQYD | 1.20 | 35,979.60 | 1.25 | 37,478.75 | 1.10 | 32,981.30 | 1.65 | 49,471.95 |
| 722-01 | project site laboratory | 1 | EACH | 12,000.00 | 12,000.00 | 20,000.00 | 20,000.00 | 16,000.00 | 16,000.00 | 25,000.00 | 25,000.00 |
| 726-01 | bedding material | 1,578.1 | CUYD | 95.00 | 149,919.50 | 10.00 | 15,781.00 | 65.00 | 102,576.50 | 80.00 | 126,248.00 |
| 727-01 | mobilization | lump | LUMP | 550,000.00 | 550,000.00 | 1,500,000.00 | 1,500,000.00 | 1,520,000.00 | 1,520,000.00 | 1,252,000.00 | 1,252,000.00 |
| 731-02 | reflectorized raised pavement markers | 2,103 | EACH | 5.50 | 11,566.50 | 6.00 | 12,618.00 | 5.10 | 10,725.30 | 5.65 | 11,881.95 |
| 732-02-A | plastic pavement striping (solid line) (4" width) | 15.925 | MILE | 2,350.00 | 37,423.75 | 2,200.00 | 35,035.00 | 2,150.00 | 34,238.75 | 2,365.00 | 37,662.63 |
| 732-02-C | plastic pavement striping (solid line) (8" width) | 1.128 | MILE | 4,700.00 | 5,301.60 | 4,300.00 | 4,850.40 | 4,300.00 | 4,850.40 | 4,730.00 | 5,335.44 |
| 732-02-E | plastic pavement striping (solid line) (24" width) | 0.491 | MILE | 14,000.00 | 6,874.00 | 13,000.00 | 6,383.00 | 12,900.00 | 6,333.90 | 14,190.00 | 6,967.29 |
| 732-03-A | plastic pavement striping (broken line)(4" width) | 4.334 | MILE | 820.00 | 3,553.88 | 750.00 | 3,250.50 | 740.00 | 3,207.16 | 814.00 | 3,527.88 |
| 732-04-A | plastic pavement legends & symbols (arrow) | 2 | EACH | 160.00 | 320.00 | 150.00 | 300.00 | 145.00 | 290.00 | 160.00 | 320.00 |
| 732-04-C | plastic pavement legends & symbols (only) | 2 | EACH | 180.00 | 360.00 | 170.00 | 340.00 | 165.00 | 330.00 | 182.00 | 364.00 |
| 732-04-D | plastic pavement legends & symbols (rr crossing) | 2 | EACH | 440.00 | 880.00 | 400.00 | 800.00 | 400.00 | 800.00 | 440.00 | 880.00 |
| 732-05 | removal of existing markings | 0.350 | MILE | 8,200.00 | 2,870.00 | 7,500.00 | 2,625.00 | 7,500.00 | 2,625.00 | 8,250.00 | 2,887.50 |
| 740-01 | construction layout | lump | LUMP | 141,000.00 | 141,000.00 | 125,000.00 | 125,000.00 | 200,000.00 | 200,000.00 | 300,000.00 | 300,000.00 |
| 744-01 | traffic control management | lump | LUMP | 14,000.00 | 14,000.00 | 45,000.00 | 45,000.00 | 9,000.00 | 9,000.00 | 90,000.00 | 90,000.00 |
| S-001 | impact attenuators (kinetic) | 1 | EACH | 24,650.00 | 24,650.00 | 25,000.00 | 25,000.00 | 22,300.00 | 22,300.00 | 27,500.00 | 27,500.00 |
| SUBTOTAL GENERAL | 11,528,716.65 | 12,463,202.45 | 14,305,793.19 | 13,679,202.45 | |||||||
| ALTERNATE A | class ii base course | ||||||||||
| ALTERNATE A1 | class ii base course (12" thick) | ||||||||||
| 302-02-D | class ii base course (12" thick)(crushed stone or recycled pccp) |
135,198.8 | SQYD | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| ALTERNATE A2 | class ii base course (4" & 8" thick) | ||||||||||
| 302-02-F | class ii base course (4" thick)(crushed stone or recycled pccp) |
135,198.8 | SQYD | 8.85 | 1,196,509.38 | 13.00 | 1,757,584.40 | 8.75 | 1,182,989.50 | 9.62 | 1,300,612.46 |
| 302-02-G | class ii base course (8" thick)(soil cement) | 135,198.8 | SQYD | 11.80 | 1,595,345.84 | 9.00 | 1,216,789.20 | 7.75 | 1,047,790.70 | 14.25 | 1,926,582.90 |
| SUBTOTAL ALT A2 | 2,791,855.22 | 2,974,373.60 | 2,230,780.20 | 3,227,195.36 | |||||||
| CONTRACTOR TOTAL | 14,320,571.87 | 15,437,576.05 | 16,536,573.39 | 16,906,397.81 | |||||||
| Item Number | Item Description | Quantity | Unit of Measure | - 5 - BARRIERE CONSTRUCTION CO., LLC. |
- 6 - CERES CARIBE INC. |
|
|
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing & grubbing | lump | LUMP | 700,000.00 | 700,000.00 | 339,000.00 | 339,000.00 | ||||
| 202-02-G | removal of surfacing & stabilized base | 3,269.5 | SQYD | 10.00 | 32,695.00 | 5.00 | 16,347.50 | ||||
| 203-01 | general excavation | 84,464 | CUYD | 7.00 | 591,248.00 | 15.00 | 1,266,960.00 | ||||
| 203-02 | drainage excavation | 3,193 | CUYD | 7.00 | 22,351.00 | 26.00 | 83,018.00 | ||||
| 203-03 | muck excavation | 32,614 | CUYD | 7.00 | 228,298.00 | 31.00 | 1,011,034.00 | ||||
| 203-04 | embankment | 226,111 | CUYD | 16.00 | 3,617,776.00 | 20.00 | 4,522,220.00 | ||||
| 203-08 | borrow (vehicular measurement) | 2,899 | CUYD | 10.00 | 28,990.00 | 22.00 | 63,778.00 | ||||
| 204-05-A | temporary sediment check dams (hay) | 53 | EACH | 55.00 | 2,915.00 | 153.00 | 8,109.00 | ||||
| 204-06 | temporary silt fencing | 44,975 | LNFT | 1.50 | 67,462.50 | 2.25 | 101,193.75 | ||||
| 302-02-E | class ii base course (4" thick)(shlds.)(crushed stone or recycled pccp) |
58,695.0 | SQYD | 9.00 | 528,255.00 | 12.00 | 704,340.00 | ||||
| 304-01 | lime | 2,335.00 | TON | 10.00 | 23,350.00 | 185.00 | 431,975.00 | ||||
| 304-05 | lime treatment (type e) | 2,335.00 | TON | 1.00 | 2,335.00 | 60.00 | 140,100.00 | ||||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
65 | CUYD | 75.00 | 4,875.00 | 53.00 | 3,445.00 | ||||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 125.0 | CUYD | 60.00 | 7,500.00 | 48.00 | 6,000.00 | ||||
| 502-01 | superpave asphaltic concrete (level 1) | 45,955.3 | TON | 79.00 | 3,630,468.70 | 86.00 | 3,952,155.80 | ||||
| 509-01 | cold planing asphaltic pavement | 300 | SQYD | 25.00 | 7,500.00 | 46.00 | 13,800.00 | ||||
| 701-01-I | cross drain pipe (24" rcp/pcp) | 5,136 | LNFT | 110.00 | 564,960.00 | 200.00 | 1,027,200.00 | ||||
| 701-01-K | cross drain pipe (30" rcp/pcp) | 926 | LNFT | 150.00 | 138,900.00 | 340.00 | 314,840.00 | ||||
| 701-01-M | cross drain pipe (36" rcp/pcp) | 6,144 | LNFT | 160.00 | 983,040.00 | 245.00 | 1,505,280.00 | ||||
| 701-01-N | cross drain pipe (42" rcp/pcp) | 754 | LNFT | 190.00 | 143,260.00 | 265.00 | 199,810.00 | ||||
| 701-01-O | cross drain pipe (48" rcp/pcp) | 1,611 | LNFT | 230.00 | 370,530.00 | 310.00 | 499,410.00 | ||||
| 701-03-F | storm drain pipe (15" rcp/pcp) | 1,375 | LNFT | 90.00 | 123,750.00 | 69.00 | 94,875.00 | ||||
| 701-05-G | side drain pipe (18") | 144 | LNFT | 75.00 | 10,800.00 | 79.00 | 11,376.00 | ||||
| 702-03-A | catch basins (cb-01) | 16 | EACH | 3,300.00 | 52,800.00 | 3,100.00 | 49,600.00 | ||||
| 705-06-C | chain link fence (6-foot height) | 38,074 | LNFT | 23.00 | 875,702.00 | 29.00 | 1,104,146.00 | ||||
| 708-01 | right-of-way monument | 66 | EACH | 50.00 | 3,300.00 | 250.00 | 16,500.00 | ||||
| 708-02 | right-of-way monument witness post | 66 | EACH | 80.00 | 5,280.00 | 250.00 | 16,500.00 | ||||
| 713-01 | temporary signs & barricades | lump | LUMP | 13,000.00 | 13,000.00 | 16,000.00 | 16,000.00 | ||||
| 713-04-A | temporary pavement markings (broken line)(4" width)(4' length) |
0.878 | MILE | 200.00 | 175.60 | 360.00 | 316.08 | ||||
| 713-05-A | temporary pavement markings (solid line)(4" width) | 0.878 | MILE | 2,200.00 | 1,931.60 | 720.00 | 632.16 | ||||
| 713-07 | temporary reflectorized raised pavement markers | 116 | EACH | 5.00 | 580.00 | 6.00 | 696.00 | ||||
| 716-01-A | mulch (vegetative) | 176.00 | ACRE | 700.00 | 123,200.00 | 645.00 | 113,520.00 | ||||
| 717-01 | seeding | 5,280 | LB | 7.00 | 36,960.00 | 7.00 | 36,960.00 | ||||
| 718-01 | fertilizer | 176,000 | LB | 0.30 | 52,800.00 | 0.50 | 88,000.00 | ||||
| 720-01-A | erosion control system, slope protection (type a) | 29,983 | SQYD | 1.20 | 35,979.60 | 1.25 | 37,478.75 | ||||
| 722-01 | project site laboratory | 1 | EACH | 50,000.00 | 50,000.00 | 40,000.00 | 40,000.00 | ||||
| 726-01 | bedding material | 1,578.1 | CUYD | 65.00 | 102,576.50 | 60.00 | 94,686.00 | ||||
| 727-01 | mobilization | lump | LUMP | 1,000,000.00 | 1,000,000.00 | 1,100,000.00 | 1,100,000.00 | ||||
| 731-02 | reflectorized raised pavement markers | 2,103 | EACH | 5.50 | 11,566.50 | 6.00 | 12,618.00 | ||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 15.925 | MILE | 2,300.00 | 36,627.50 | 2,500.00 | 39,812.50 | ||||
| 732-02-C | plastic pavement striping (solid line) (8" width) | 1.128 | MILE | 4,800.00 | 5,414.40 | 4,000.00 | 4,512.00 | ||||
| 732-02-E | plastic pavement striping (solid line) (24" width) | 0.491 | MILE | 14,000.00 | 6,874.00 | 20,000.00 | 9,820.00 | ||||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 4.334 | MILE | 800.00 | 3,467.20 | 1,000.00 | 4,334.00 | ||||
| 732-04-A | plastic pavement legends & symbols (arrow) | 2 | EACH | 155.00 | 310.00 | 160.00 | 320.00 | ||||
| 732-04-C | plastic pavement legends & symbols (only) | 2 | EACH | 175.00 | 350.00 | 180.00 | 360.00 | ||||
| 732-04-D | plastic pavement legends & symbols (rr crossing) | 2 | EACH | 440.00 | 880.00 | 1,000.00 | 2,000.00 | ||||
| 732-05 | removal of existing markings | 0.350 | MILE | 8,000.00 | 2,800.00 | 7,000.00 | 2,450.00 | ||||
| 740-01 | construction layout | lump | LUMP | 280,000.00 | 280,000.00 | 230,000.00 | 230,000.00 | ||||
| 744-01 | traffic control management | lump | LUMP | 10,000.00 | 10,000.00 | 30,000.00 | 30,000.00 | ||||
| S-001 | impact attenuators (kinetic) | 1 | EACH | 28,000.00 | 28,000.00 | 24,000.00 | 24,000.00 | ||||
| SUBTOTAL GENERAL | 14,571,834.10 | 19,391,528.54 | |||||||||
| ALTERNATE A | class ii base course | ||||||||||
| ALTERNATE A1 | class ii base course (12" thick) | ||||||||||
| 302-02-D | class ii base course (12" thick)(crushed stone or recycled pccp) |
135,198.8 | SQYD | 0.00 | 0.00 | 29.00 | 3,920,765.20 | ||||
| SUBTOTAL ALT A1 | 3,920,765.20 | ||||||||||
| ALTERNATE A2 | class ii base course (4" & 8" thick) | ||||||||||
| 302-02-F | class ii base course (4" thick)(crushed stone or recycled pccp) |
135,198.8 | SQYD | 9.00 | 1,216,789.20 | 0.00 | 0.00 | ||||
| 302-02-G | class ii base course (8" thick)(soil cement) | 135,198.8 | SQYD | 10.00 | 1,351,988.00 | 0.00 | 0.00 | ||||
| SUBTOTAL ALT A2 | 2,568,777.20 | ||||||||||
| CONTRACTOR TOTAL | 17,140,611.30 | 23,312,293.74 | |||||||||