| |||
| DBE GOAL FED | |||
| Lead Project: 263-02-0007 | |||
| Parish: ST HELENA | |||
| Routes: LA 38 | |||
| Description: JCT.LA.43 - TANGIPAHOA PARISH LINE | |||
| Type Const:
grading, cold planing asphaltic concrete,drainage structures, superpave asphaltic concrete overlay, and related work. | |||
| Rank | License | Bidder | Amount |
|---|---|---|---|
| 1 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $1,640,780.54 |
| 2 | 06276 | BARRIERE CONSTRUCTION CO., LLC. | $1,738,914.23 |
| 3 | 00849 | F.G. SULLIVAN, JR. CONTRACTOR LLC | $2,112,344.60 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - DIAMOND B CONSTRUCTION CO., L.L.C. |
- 2 - BARRIERE CONSTRUCTION CO., LLC. |
- 3 - F.G. SULLIVAN, JR. CONTRACTOR LLC |
|
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|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 202-02-B | removal of concrete box culverts (2-4'x3' rc box) | 1 | EACH | 2,600.00 | 2,600.00 | 4,000.00 | 4,000.00 | 5,000.00 | 5,000.00 | ||
| 202-02-H | removal of guard rail | 2,706 | LNFT | 6.00 | 16,236.00 | 6.30 | 17,047.80 | 3.00 | 8,118.00 | ||
| 202-02-I | removal of headwalls | 28 | EACH | 500.00 | 14,000.00 | 800.00 | 22,400.00 | 350.00 | 9,800.00 | ||
| 203-08 | borrow (vehicular measurement) | 5,211 | CUYD | 11.00 | 57,321.00 | 8.40 | 43,772.40 | 10.00 | 52,110.00 | ||
| 204-02 | temporary hay or straw bales | 62 | EACH | 10.00 | 620.00 | 6.00 | 372.00 | 10.00 | 620.00 | ||
| 204-06 | temporary silt fencing | 620 | LNFT | 3.00 | 1,860.00 | 1.50 | 930.00 | 3.00 | 1,860.00 | ||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
3,525 | CUYD | 35.00 | 123,375.00 | 3.28 | 11,562.00 | 30.00 | 105,750.00 | ||
| 502-01 | superpave asphaltic concrete | 12,472.8 | TON | 48.00 | 598,694.40 | 47.00 | 586,221.60 | 55.00 | 686,004.00 | ||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
1,004.8 | TON | 100.00 | 100,480.00 | 47.00 | 47,225.60 | 55.00 | 55,264.00 | ||
| 509-01 | cold planing asphaltic pavement | 8,834 | SQYD | 2.50 | 22,085.00 | 3.80 | 33,569.20 | 4.00 | 35,336.00 | ||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 245 | CUYD | 0.10 | - 24.50 | 5.00 | - 1,225.00 | 0.10 | - 24.50 | ||
| 701-02-H | cross drain pipe arch (48" equiv. rcpa) | 96 | LNFT | 180.00 | 17,280.00 | 230.00 | 22,080.00 | 200.00 | 19,200.00 | ||
| 701-10-G | reinforced concrete pipe (extension)(18") | 8 | LNFT | 134.00 | 1,072.00 | 92.00 | 736.00 | 150.00 | 1,200.00 | ||
| 701-10-I | reinforced concrete pipe (extension)(24") | 58 | LNFT | 140.00 | 8,120.00 | 108.00 | 6,264.00 | 200.00 | 11,600.00 | ||
| 701-15 | concrete collar | 14 | EACH | 600.00 | 8,400.00 | 900.00 | 12,600.00 | 400.00 | 5,600.00 | ||
| 704-01-A | guard rail (single thrie beam)(3'-1 1/2" post spacing) | 775.0 | LNFT | 36.00 | 27,900.00 | 36.00 | 27,900.00 | 32.00 | 24,800.00 | ||
| 704-01-B | guard rail (single thrie beam)(6'-3" post spacing) | 1,506.0 | LNFT | 50.00 | 75,300.00 | 50.00 | 75,300.00 | 46.00 | 69,276.00 | ||
| 704-03 | blocked out guard rail | 600.0 | LNFT | 17.00 | 10,200.00 | 17.00 | 10,200.00 | 16.00 | 9,600.00 | ||
| 704-11-A | guard rail end treatment (flared) | 28 | EACH | 2,000.00 | 56,000.00 | 2,000.00 | 56,000.00 | 1,825.00 | 51,100.00 | ||
| 711-03-C | riprap (30 lb) | 50.1 | TON | 57.00 | 2,855.70 | 85.00 | 4,258.50 | 75.00 | 3,757.50 | ||
| 711-03-D | riprap (55 lb) | 100.0 | TON | 57.00 | 5,700.00 | 85.00 | 8,500.00 | 90.00 | 9,000.00 | ||
| 713-01 | temporary signs & barricades | lump | LUMP | 8,000.00 | 8,000.00 | 40,000.00 | 40,000.00 | 150,000.00 | 150,000.00 | ||
| 713-04-A | temporary pavement markings (broken line)(4" width)(4' length) |
9.326 | MILE | 140.00 | 1,305.64 | 150.00 | 1,398.90 | 500.00 | 4,663.00 | ||
| 713-04-B | temporary pavement markings (broken line)(4" width) (10' length) |
9.230 | MILE | 260.00 | 2,399.80 | 20.00 | 184.60 | 100.00 | 923.00 | ||
| 713-05-A | temporary pavement markings (solid line)(4" width) | 47.681 | MILE | 518.00 | 24,698.75 | 30.00 | 1,430.43 | 100.00 | 4,768.10 | ||
| 720-01-A | erosion control system, slope protection (type a) | 60 | SQYD | 5.00 | 300.00 | 6.00 | 360.00 | 4.00 | 240.00 | ||
| 724-01-B | pavement patching (12" minimum thickness) | 100 | SQYD | 150.00 | 15,000.00 | 65.00 | 6,500.00 | 105.00 | 10,500.00 | ||
| 726-01 | bedding material | 67.0 | CUYD | 42.00 | 2,814.00 | 55.00 | 3,685.00 | 50.00 | 3,350.00 | ||
| 727-01 | mobilization | lump | LUMP | 50,000.00 | 50,000.00 | 170,000.00 | 170,000.00 | 150,000.00 | 150,000.00 | ||
| 729-16-C | object marker assembly (type 3) | 88 | EACH | 70.00 | 6,160.00 | 70.00 | 6,160.00 | 70.00 | 6,160.00 | ||
| 731-02 | reflectorized raised pavement markers | 957 | EACH | 5.00 | 4,785.00 | 5.50 | 5,263.50 | 7.00 | 6,699.00 | ||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 23.840 | MILE | 1,900.00 | 45,296.00 | 2,200.00 | 52,448.00 | 2,600.00 | 61,984.00 | ||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 4.250 | MILE | 725.00 | 3,081.25 | 750.00 | 3,187.50 | 900.00 | 3,825.00 | ||
| 735-01 | mailboxes | 69 | EACH | 15.00 | 1,035.00 | 2.00 | 138.00 | 1.00 | 69.00 | ||
| 735-02 | mailbox supports (single) | 69 | EACH | 150.00 | 10,350.00 | 130.00 | 8,970.00 | 150.00 | 10,350.00 | ||
| 739-01 | hydro-seeding | 8.70 | ACRE | 900.00 | 7,830.00 | 950.00 | 8,265.00 | 1,000.00 | 8,700.00 | ||
| 740-01 | construction layout | lump | LUMP | 8,000.00 | 8,000.00 | 20,000.00 | 20,000.00 | 75,000.00 | 75,000.00 | ||
| 744-01 | traffic control management | lump | LUMP | 1,000.00 | 1,000.00 | 27,000.00 | 27,000.00 | 100,000.00 | 100,000.00 | ||
| 805-01-A | class a concrete (pipe headwalls) | 69.18 | CUYD | 825.00 | 57,073.50 | 1,100.00 | 76,098.00 | 800.00 | 55,344.00 | ||
| 805-01-B | class a concrete (box culvert headwalls) | 107.75 | CUYD | 780.00 | 84,045.00 | 1,100.00 | 118,525.00 | 750.00 | 80,812.50 | ||
| 805-12-A | reinforced concrete box culverts (4'x 3') | 32.0 | LNFT | 518.00 | 16,576.00 | 650.00 | 20,800.00 | 500.00 | 16,000.00 | ||
| 805-12-B | reinforced concrete box culverts (5'x 3') | 24.0 | LNFT | 625.00 | 15,000.00 | 670.00 | 16,080.00 | 600.00 | 14,400.00 | ||
| 805-12-E | reinforced concrete box culverts (4'x 4') | 144.0 | LNFT | 390.00 | 56,160.00 | 550.00 | 79,200.00 | 500.00 | 72,000.00 | ||
| 805-12-I | reinforced concrete box culverts (5'x 5') | 30.0 | LNFT | 673.00 | 20,190.00 | 680.00 | 20,400.00 | 600.00 | 18,000.00 | ||
| 806-01 | deformed reinforcing steel | 12,386 | LB | 1.00 | 12,386.00 | 1.70 | 21,056.20 | 1.00 | 12,386.00 | ||
| S-001 | u-channel post installation | 40 | EACH | 68.00 | 2,720.00 | 65.00 | 2,600.00 | 55.00 | 2,200.00 | ||
| S-002 | cleaning existing ditches | 1,000 | LNFT | 3.00 | 3,000.00 | 6.50 | 6,500.00 | 5.00 | 5,000.00 | ||
| S-003 | relocation of ditches | 300 | LNFT | 5.00 | 1,500.00 | 6.50 | 1,950.00 | 10.00 | 3,000.00 | ||
| S-004 | surface preparation | lump | LUMP | 30,000.00 | 30,000.00 | 31,000.00 | 31,000.00 | 71,000.00 | 71,000.00 | ||
| CONTRACTOR TOTAL | 1,640,780.54 | 1,738,914.23 | 2,112,344.60 | ||||||||