| |||
| DBE GOAL FED | |||
| Lead Project: 277-01-0022 | |||
| Parish: TANGIPAHOA | |||
| Routes: LA 10 | |||
| Description: JCT U.S. 51 - JCT. LA. 1061 | |||
| Type Const:
grading, drainage structures, cold planing asphaltic concrete, cement treated base course, superpave asphaltic concrete pavement and related work. | |||
| Rank | License | Bidder | Amount |
|---|---|---|---|
| 1 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $2,737,918.84 |
| 2 | 06276 | BARRIERE CONSTRUCTION CO., LLC. | $3,040,280.30 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - DIAMOND B CONSTRUCTION CO., L.L.C. |
- 2 - BARRIERE CONSTRUCTION CO., LLC. |
|
|
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 202-02-H | removal of guard rail | 1,510 | LNFT | 2.00 | 3,020.00 | 8.00 | 12,080.00 | ||||
| 203-08 | borrow (vehicular measurement) | 7,042 | CUYD | 10.00 | 70,420.00 | 10.00 | 70,420.00 | ||||
| 203-08-A | borrow (vehicular meas.)(selected soils) | 2,112 | CUYD | 10.00 | 21,120.00 | 10.00 | 21,120.00 | ||||
| 303-02 | removal of existing patches | 1,440 | SQYD | 6.00 | 8,640.00 | 1.00 | 1,440.00 | ||||
| 502-01 | superpave asphaltic concrete | 33,181.9 | TON | 35.84 | 1,189,239.29 | 44.00 | 1,460,003.60 | ||||
| 502-01-A | superpave asphaltic concrete, paved drives and turnouts |
1,737.9 | TON | 74.92 | 130,203.46 | 44.00 | 76,467.60 | ||||
| 509-01 | cold planing asphaltic pavement | 127,124 | SQYD | 0.75 | 95,343.00 | 1.20 | 152,548.80 | ||||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 6,062 | CUYD | 0.10 | - 606.20 | 15.00 | - 90,930.00 | ||||
| 701-01-O | cross drain pipe (48" rcp/pcp) | 168 | LNFT | 188.00 | 31,584.00 | 200.00 | 33,600.00 | ||||
| 701-02-D/E | cross drain pipe arch (24" equiv. rcpa or 30" equiv. cmpa) |
200 | LNFT | 102.00 | 20,400.00 | 110.00 | 22,000.00 | ||||
| 701-02-E/F | cross drain pipe arch (30" equiv. rcpa or 36" equiv. cmpa) |
144 | LNFT | 112.00 | 16,128.00 | 120.00 | 17,280.00 | ||||
| 701-02-J/L | cross drain pipe arch (60" equiv. rcpa or 72" equiv. cmpa) |
208 | LNFT | 255.00 | 53,040.00 | 260.00 | 54,080.00 | ||||
| 701-08 | relaying pipe | 8 | LNFT | 122.00 | 976.00 | 150.00 | 1,200.00 | ||||
| 701-13-J | corrugated metal pipe arch (extension)(60" equiv.) | 32 | LNFT | 275.00 | 8,800.00 | 300.00 | 9,600.00 | ||||
| 704-01-A | guard rail (single thrie beam)(3'-1 1/2" post spacing) | 412.5 | LNFT | 48.00 | 19,800.00 | 50.00 | 20,625.00 | ||||
| 704-01-B | guard rail (single thrie beam)(6'-3" post spacing) | 270.0 | LNFT | 51.00 | 13,770.00 | 50.00 | 13,500.00 | ||||
| 704-03 | blocked out guard rail | 456.3 | LNFT | 16.50 | 7,528.95 | 17.00 | 7,757.10 | ||||
| 704-05 | guard rail anchor sections (bct) | 25.0 | LNFT | 46.00 | 1,150.00 | 47.00 | 1,175.00 | ||||
| 704-07-A | guard rail bridge attachments (single thrie beam) | 225.0 | LNFT | 42.00 | 9,450.00 | 31.00 | 6,975.00 | ||||
| 704-08-B | guard rail transitions (double thrie beam) | 262.5 | LNFT | 48.00 | 12,600.00 | 48.00 | 12,600.00 | ||||
| 704-11-A | guard rail end treatment (flared) | 22 | EACH | 1,900.00 | 41,800.00 | 2,000.00 | 44,000.00 | ||||
| 713-01 | temporary signs & barricades | lump | LUMP | 60,000.00 | 60,000.00 | 40,000.00 | 40,000.00 | ||||
| 713-03-E | temporary pavement markings (24" width) | 108 | LNFT | 1.00 | 108.00 | 1.00 | 108.00 | ||||
| 713-04-A | temporary pavement markings (broken line)(4" width)(4' length) |
28.530 | MILE | 130.00 | 3,708.90 | 130.00 | 3,708.90 | ||||
| 713-04-B | temporary pavement markings (broken line)(4" width) (10' length) |
13.590 | MILE | 267.00 | 3,628.53 | 20.00 | 271.80 | ||||
| 713-05-A | temporary pavement markings (solid line)(4" width) | 93.810 | MILE | 460.00 | 43,152.60 | 50.00 | 4,690.50 | ||||
| 713-06-D | temporary pavement legends & symbols (rr crossing) | 3 | each | 204.00 | 612.00 | 200.00 | 600.00 | ||||
| 724-01-B | pavement patching (12" minimum thickness) | 526 | SQYD | 48.00 | 25,248.00 | 50.00 | 26,300.00 | ||||
| 726-01 | bedding material | 340.8 | CUYD | 56.00 | 19,084.80 | 57.00 | 19,425.60 | ||||
| 727-01 | mobilization | lump | LUMP | 30,000.00 | 30,000.00 | 130,000.00 | 130,000.00 | ||||
| 729-16-C | object marker assembly (type 3) | 58 | EACH | 66.00 | 3,828.00 | 67.00 | 3,886.00 | ||||
| 731-02 | reflectorized raised pavement markers | 1,257 | EACH | 5.00 | 6,285.00 | 5.00 | 6,285.00 | ||||
| 732-01-E | plastic pavement striping (24" width) | 36 | LNFT | 3.00 | 108.00 | 5.00 | 180.00 | ||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 31.270 | MILE | 1,800.00 | 56,286.00 | 1,900.00 | 59,413.00 | ||||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 4.530 | MILE | 765.00 | 3,465.45 | 800.00 | 3,624.00 | ||||
| 732-04-D | plastic pavement legends and symbols (rr symbols) | 1 | each | 460.00 | 460.00 | 500.00 | 500.00 | ||||
| 735-01 | mailboxes | 76 | EACH | 15.00 | 1,140.00 | 5.00 | 380.00 | ||||
| 735-02 | mailbox supports (single) | 76 | EACH | 100.00 | 7,600.00 | 110.00 | 8,360.00 | ||||
| 739-01 | hydro-seeding | 10.30 | ACRE | 900.00 | 9,270.00 | 900.00 | 9,270.00 | ||||
| 740-01 | construction layout | lump | LUMP | 20,000.00 | 20,000.00 | 40,000.00 | 40,000.00 | ||||
| 805-01-B | class a concrete (box culvert headwalls) | 109.93 | CUYD | 969.00 | 106,522.17 | 1,000.00 | 109,930.00 | ||||
| 805-12-J-01 | reinforced concrete box culverts (6'x 5')(precast only, astm c-1433) |
120.0 | LNFT | 408.00 | 48,960.00 | 430.00 | 51,600.00 | ||||
| 805-12-O-01 | reinforced concrete box culverts (8'x 6')(precast only, astm c-1433) |
120.0 | LNFT | 510.00 | 61,200.00 | 540.00 | 64,800.00 | ||||
| 805-12-Q-01 | reinforced concrete box culverts (8'x 7')(precast only, astm c-1433) |
176.0 | LNFT | 610.00 | 107,360.00 | 650.00 | 114,400.00 | ||||
| 806-01 | deformed reinforcing steel | 7,407 | LB | 1.00 | 7,407.00 | 1.20 | 8,888.40 | ||||
| S-001 | cement treated base course (12 in depth) | 74,849 | SQYD | 4.61 | 345,053.89 | 5.00 | 374,245.00 | ||||
| S-002 | u-channel post installation | 139 | EACH | 46.00 | 6,394.00 | 48.00 | 6,672.00 | ||||
| S-003 | cleaning existing ditches | 1,300 | LNFT | 5.10 | 6,630.00 | 4.00 | 5,200.00 | ||||
| CONTRACTOR TOTAL | 2,737,918.84 | 3,040,280.30 | |||||||||