| |||
| Lead Project: 452-90-0125 | |||
| Parish: TANGIPAHOA | |||
| Routes: I-55 | |||
| Description: LA 10 - JUNCTION LA 1049 | |||
| Type Const:
grading, drain struct, class ii bc, pvmt patch, cold planing asph pvmt, rubblizing pccp,superpave acp and related work. | |||
| Estimated Construction Cost: $25,484,652.99 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $19,101,462.47 |
| 2 | 06276 | BARRIERE CONSTRUCTION CO., LLC. | $19,774,136.47 |
| 3 | 10989 | DICKERSON & BOWEN, INC. | $28,612,933.17 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - DIAMOND B CONSTRUCTION CO., L.L.C. |
- 2 - BARRIERE CONSTRUCTION CO., LLC. |
- 3 - DICKERSON & BOWEN, INC. |
|
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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 | 500,000.00 | 500,000.00 | 300,000.00 | 300,000.00 | 950,000.00 | 950,000.00 | ||
| 202-02-C | removal of portland cement concrete pavement | 984 | SQYD | 21.00 | 20,664.00 | 12.00 | 11,808.00 | 25.67 | 25,259.28 | ||
| 202-02-G | removal of surfacing & stabilized base | 18,641.9 | SQYD | 1.85 | 34,487.52 | 3.00 | 55,925.70 | 2.37 | 44,181.30 | ||
| 202-02-H | removal of guard rail | 5,411 | LNFT | 12.00 | 64,932.00 | 3.00 | 16,233.00 | 3.48 | 18,830.28 | ||
| 202-02-K | removal of asphalt curb | 4,088 | LNFT | 1.00 | 4,088.00 | 2.00 | 8,176.00 | 1.35 | 5,518.80 | ||
| 202-02-L | removal of incidental asphalt pavement | 614 | SQYD | 4.50 | 2,763.00 | 8.00 | 4,912.00 | 17.42 | 10,695.88 | ||
| 203-01-A | general excavation (plan quantity measurement) | 5,000 | CUYD | 7.50 | 37,500.00 | 12.00 | 60,000.00 | 22.98 | 114,900.00 | ||
| 203-04-A | embankment (plan quantity measurement) | 100,000 | CUYD | 14.50 | 1,450,000.00 | 17.00 | 1,700,000.00 | 21.67 | 2,167,000.00 | ||
| 204-02 | temporary baled hay or straw | 500 | EACH | 9.00 | 4,500.00 | 11.00 | 5,500.00 | 9.01 | 4,505.00 | ||
| 204-06 | temporary silt fencing | 2,000 | LNFT | 6.50 | 13,000.00 | 3.00 | 6,000.00 | 1.70 | 3,400.00 | ||
| 302-02-F | class ii base course (12" thick) | 11,268.8 | SQYD | 30.00 | 338,064.00 | 23.40 | 263,689.92 | 35.07 | 395,196.82 | ||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
700 | CUYD | 22.00 | 15,400.00 | 90.00 | 63,000.00 | 69.02 | 48,314.00 | ||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 500.0 | CUYD | 12.00 | 6,000.00 | 50.00 | 25,000.00 | 29.03 | 14,515.00 | ||
| 502-01 | superpave asphaltic concrete | 198,462.5 | TON | 60.50 | 12,006,981.25 | 62.50 | 12,403,906.25 | 94.64 | 18,782,491.00 | ||
| 509-01-A | cold planing asphaltic pavement (2"thick) | 47,326 | SQYD | 2.60 | 123,047.60 | 1.00 | 47,326.00 | 1.63 | 77,141.38 | ||
| 509-01-B | cold planing asphaltic pavement (3.85" avg. thick) | 77,670 | SQYD | 1.90 | 147,573.00 | 2.40 | 186,408.00 | 1.77 | 137,475.90 | ||
| 509-01-C | cold planing asphaltic pavement (4" thick) | 8,255 | SQYD | 2.75 | 22,701.25 | 4.00 | 33,020.00 | 2.32 | 19,151.60 | ||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 8,936 | CUYD | 0.10 | - 893.60 | 0.10 | - 893.60 | 0.10 | - 893.60 | ||
| 510-01-A | pavement patching (6" minimum thickness) | 5,000 | SQYD | 1.00 | 5,000.00 | 12.00 | 60,000.00 | 34.76 | 173,800.00 | ||
| 510-01-B | pavement patching (12" minimum thickness) | 10,000 | SQYD | 1.00 | 10,000.00 | 16.00 | 160,000.00 | 64.38 | 643,800.00 | ||
| 602-02-A | cleaning and resealing existing longitudinal joints | 20,032 | LNFT | 1.85 | 37,059.20 | 1.60 | 32,051.20 | 1.86 | 37,259.52 | ||
| 602-02-B | cleaning and resealing existing transverse joints | 20,684 | LNFT | 2.25 | 46,539.00 | 1.60 | 33,094.40 | 2.12 | 43,850.08 | ||
| 602-03 | cleaning and sealing random cracks | 13,000 | LNFT | 3.00 | 39,000.00 | 2.60 | 33,800.00 | 2.92 | 37,960.00 | ||
| 602-04 | full depth corner patching of jointed concrete pavement |
100.0 | SQYD | 325.00 | 32,500.00 | 320.00 | 32,000.00 | 334.06 | 33,406.00 | ||
| 602-05-I-02 | full depth patching of jointed concrete pavement (16.1 sq yds to 48.0 sq yds) |
340.0 | SQYD | 190.00 | 64,600.00 | 220.00 | 74,800.00 | 190.89 | 64,902.60 | ||
| 602-11 | removal of existing shoulder underdrain systems | 77,567 | LNFT | 2.15 | 166,769.05 | 1.00 | 77,567.00 | 3.66 | 283,895.22 | ||
| 701-15 | concrete collars | 12 | EACH | 700.00 | 8,400.00 | 1,000.00 | 12,000.00 | 689.33 | 8,271.96 | ||
| 702-04-B | adjusting catch basins | 13 | EACH | 1,250.00 | 16,250.00 | 1,500.00 | 19,500.00 | 1,272.60 | 16,543.80 | ||
| 702-07-A | cross drain safety end (type | 3 | EACH | 2,300.00 | 6,900.00 | 3,000.00 | 9,000.00 | 2,386.13 | 7,158.39 | ||
| 703-01 | shoulder underdrains systems | 78,067 | LNFT | 4.00 | 312,268.00 | 8.00 | 624,536.00 | 4.38 | 341,933.46 | ||
| 703-02 | shoulder outlet underdrains | 170 | EACH | 590.00 | 100,300.00 | 300.00 | 51,000.00 | 556.76 | 94,649.20 | ||
| 704-01-A | guard rail (single thrie beam)(3'-1 1/2" post spacing) | 125.0 | LNFT | 31.00 | 3,875.00 | 32.00 | 4,000.00 | 31.82 | 3,977.50 | ||
| 704-01-B | guard rail (single thrie beam)(6'-3" post spacing) | 2,012.5 | LNFT | 31.00 | 62,387.50 | 32.00 | 64,400.00 | 31.82 | 64,037.75 | ||
| 704-03 | blocked out guard rail | 3,112.5 | LNFT | 20.00 | 62,250.00 | 19.00 | 59,137.50 | 19.62 | 61,067.25 | ||
| 704-06-A | guard rail anchor sections (trailing end)(single thrie beam) |
37.5 | LNFT | 90.00 | 3,375.00 | 90.00 | 3,375.00 | 90.14 | 3,380.25 | ||
| 704-08-B | guard rail transitions (double thrie beam) | 400.0 | LNFT | 60.00 | 24,000.00 | 60.00 | 24,000.00 | 58.33 | 23,332.00 | ||
| 704-11-A | guard rail end treatment (flared) | 22 | EACH | 2,000.00 | 44,000.00 | 2,000.00 | 44,000.00 | 2,014.95 | 44,328.90 | ||
| 706-03-A | incidental concrete paving (4" thick) | 1,305.6 | SQYD | 50.00 | 65,280.00 | 50.00 | 65,280.00 | 51.17 | 66,807.55 | ||
| 710-01 | flowable fill | 100 | CUYD | 130.00 | 13,000.00 | 150.00 | 15,000.00 | 219.14 | 21,914.00 | ||
| 711-01-C | riprap (30 lb,1 foot) | 307 | SQYD | 80.00 | 24,560.00 | 120.00 | 36,840.00 | 79.54 | 24,418.78 | ||
| 712-01-A | concrete cast-in-place revetment ( 4" thick) | 487 | SQYD | 60.00 | 29,220.00 | 55.00 | 26,785.00 | 62.04 | 30,213.48 | ||
| 713-01 | temporary signs & barricades | lump | LUMP | 400,000.00 | 400,000.00 | 380,000.00 | 380,000.00 | 208,000.00 | 208,000.00 | ||
| 713-02-C | temporary pavement markings (8" width) | 750 | LNFT | 0.40 | 300.00 | 0.40 | 300.00 | 0.37 | 277.50 | ||
| 713-02-E | temporary pavement markings (24" width) | 100 | LNFT | 1.00 | 100.00 | 1.00 | 100.00 | 1.00 | 100.00 | ||
| 713-03-A | temporary pavement markings (broken line)(4" width)(4' length) |
43.720 | MILE | 130.00 | 5,683.60 | 370.00 | 16,176.40 | 253.21 | 11,070.34 | ||
| 713-04-A | temporary pavement markings (solid line)(4" width) | 193.388 | MILE | 900.00 | 174,049.20 | 800.00 | 154,710.40 | 837.80 | 162,020.47 | ||
| 713-04-A-01 | temporary pavement markings (solid line)(4" width) (type 1 removable) |
1.252 | MILE | 16,000.00 | 20,032.00 | 17,000.00 | 21,284.00 | 16,490.78 | 20,646.46 | ||
| 713-08 | temporary precast barrier (dotd furnished) | 30 | EACH | 75.00 | 2,250.00 | 1,000.00 | 30,000.00 | 586.05 | 17,581.50 | ||
| 720-01-A | erosion control system, slope protection (type a) | 150,000 | SQYD | 1.10 | 165,000.00 | 0.20 | 30,000.00 | 1.06 | 159,000.00 | ||
| 720-01-D | erosion control sysyem, flexible channel liner (type d) | 250 | SQYD | 1.75 | 437.50 | 3.00 | 750.00 | 1.75 | 437.50 | ||
| 721-01 | mowing | 264.0 | ACRE | 60.00 | 15,840.00 | 170.00 | 44,880.00 | 102.67 | 27,104.88 | ||
| 727-01 | mobilization | lump | LUMP | 835,000.00 | 835,000.00 | 740,000.00 | 740,000.00 | 905,000.00 | 905,000.00 | ||
| 729-16-B | object marker assembly(type b) | 94 | EACH | 62.00 | 5,828.00 | 65.00 | 6,110.00 | 63.63 | 5,981.22 | ||
| 729-16-C | object marker assembly(type c) | 24 | EACH | 77.00 | 1,848.00 | 80.00 | 1,920.00 | 79.54 | 1,908.96 | ||
| 731-01 | nonreflectorized raised pavement markers | 169 | EACH | 16.00 | 2,704.00 | 20.00 | 3,380.00 | 15.91 | 2,688.79 | ||
| 731-02 | reflectorized raised pavement markers | 2,000 | EACH | 6.00 | 12,000.00 | 6.00 | 12,000.00 | 5.83 | 11,660.00 | ||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 32.261 | MILE | 3,000.00 | 96,783.00 | 2,800.00 | 90,330.80 | 2,916.38 | 94,085.34 | ||
| 732-02-C | plastic pavement striping (solid line) (8" width) | 1.515 | MILE | 6,200.00 | 9,393.00 | 6,000.00 | 9,090.00 | 6,256.95 | 9,479.28 | ||
| 732-02-E | plastic pavement striping (solid line) (24" width) | 0.227 | MILE | 18,500.00 | 4,199.50 | 18,000.00 | 4,086.00 | 18,982.95 | 4,309.13 | ||
| 732-03-A-01 | plastic pavement striping (broken line)(4" width) (marking tape performed type v) |
8.200 | MILE | 4,700.00 | 38,540.00 | 4,600.00 | 37,720.00 | 4,772.25 | 39,132.45 | ||
| 732-04-A | plastic pavement legends & symbols (arrow) | 6 | EACH | 210.00 | 1,260.00 | 400.00 | 2,400.00 | 206.80 | 1,240.80 | ||
| 732-05 | removal of existing markings | 7.332 | MILE | 6,200.00 | 45,458.40 | 6,400.00 | 46,924.80 | 6,256.95 | 45,875.96 | ||
| 734-01 | rubblizing portland cement concrete pavement | 198,435 | SQYD | 3.04 | 603,242.40 | 3.30 | 654,835.50 | 4.00 | 793,740.00 | ||
| 739-01 | hydro-seeding | 76.00 | ACRE | 1,000.00 | 76,000.00 | 1,000.00 | 76,000.00 | 954.45 | 72,538.20 | ||
| 740-01 | construction layout | lump | LUMP | 100,000.00 | 100,000.00 | 130,000.00 | 130,000.00 | 520,000.00 | 520,000.00 | ||
| S-001 | rumble strips (ground-in) | 29.1 | MILE | 475.00 | 13,822.50 | 610.00 | 17,751.00 | 713.10 | 20,751.21 | ||
| S-002 | milling concrete pavement | 9,338 | SQYD | 8.00 | 74,704.00 | 5.00 | 46,690.00 | 4.32 | 40,340.16 | ||
| S-003 | concrete apron | 38 | EACH | 800.00 | 30,400.00 | 1,000.00 | 38,000.00 | 795.38 | 30,224.44 | ||
| S-004 | exposing existing pipe (size varies) | 148 | LNFT | 21.00 | 3,108.00 | 100.00 | 14,800.00 | 21.21 | 3,139.08 | ||
| S-005 | remove and relocate sign posts and footings | 48 | EACH | 900.00 | 43,200.00 | 1,000.00 | 48,000.00 | 927.94 | 44,541.12 | ||
| S-006 | traffic maintenance superpave asphaltic concrete | 500.0 | TON | 86.00 | 43,000.00 | 130.00 | 65,000.00 | 119.62 | 59,810.00 | ||
| S-007 | dynamic message sign unit | 4 | each | 11,000.00 | 44,000.00 | 27,000.00 | 108,000.00 | 26,424.13 | 105,696.52 | ||
| S-008 | surface preparation | lump | LUMP | 38,300.00 | 38,300.00 | 30,000.00 | 30,000.00 | 18,377.83 | 18,377.83 | ||
| S-009 | adjusting guard rail | 2,243.5 | LNFT | 12.00 | 26,922.00 | 12.00 | 26,922.00 | 12.20 | 27,370.70 | ||
| S-922 | sawing and sealing longitudinal joints in asphaltic concrete overlay |
53,930 | LNFT | 1.30 | 70,109.00 | 1.70 | 91,681.00 | 1.80 | 97,074.00 | ||
| S-923 | sawing and sealing transverse joints in asphaltic concrete overlay |
11,736 | LNFT | 1.60 | 18,777.60 | 1.70 | 19,951.20 | 1.80 | 21,124.80 | ||
| S-927 | sawcuts in asphaltic concrete lifts | 110,830 | LNFT | 1.00 | 110,830.00 | 0.20 | 22,166.00 | 0.74 | 82,014.20 | ||
| CONTRACTOR TOTAL | 19,101,462.47 | 19,774,136.47 | 28,612,933.17 | ||||||||