| |||
| Lead Project: 819-15-0015 | |||
| Parish: E FELICIANA | |||
| Routes: LA 955 | |||
| Description: JCT. LA 957 - JCT. LA 10 | |||
| Type Const:
grading, lime treatment, cement treated base course, superpave asphaltic concrete overlay and related work. | |||
| Estimated Construction Cost: $3,590,104.23 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 00046 | BARBER BROS. CONTRACTING CO., L.L.C | $3,116,196.60 |
| 2 | 00849 | F.G. SULLIVAN, JR. CONTRACTOR LLC | $3,225,873.51 |
| 3 | 06276 | BARRIERE CONSTRUCTION CO., LLC. | $3,294,118.22 |
| 4 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $3,739,056.10 |
| 5 | 00481 | COASTAL BRIDGE CO., L.L.C. | $4,258,053.63 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - BARBER BROS. CONTRACTING CO., L.L.C |
- 2 - F.G. SULLIVAN, JR. CONTRACTOR LLC |
- 3 - BARRIERE CONSTRUCTION CO., LLC. |
- 4 - DIAMOND B CONSTRUCTION CO., L.L.C. |
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 202-02-H | removal of guard rail | 1,663 | LNFT | 6.00 | 9,978.00 | 5.00 | 8,315.00 | 7.00 | 11,641.00 | 8.00 | 13,304.00 |
| 202-02-I | removal of cross drain pipe | 107 | LNFT | 40.00 | 4,280.00 | 5.00 | 535.00 | 25.00 | 2,675.00 | 6.00 | 642.00 |
| 202-02-J | removal of cross drain pipe arch | 280 | LNFT | 40.00 | 11,200.00 | 5.00 | 1,400.00 | 25.00 | 7,000.00 | 6.00 | 1,680.00 |
| 203-07 | borrow (vehicular measurement) | 3,450 | CUYD | 15.00 | 51,750.00 | 5.00 | 17,250.00 | 20.00 | 69,000.00 | 16.00 | 55,200.00 |
| 203-07-A | borrow (vehicular meas.)(selected soils) | 325 | CUYD | 15.00 | 4,875.00 | 7.00 | 2,275.00 | 24.00 | 7,800.00 | 33.00 | 10,725.00 |
| 204-05-A | temporary sediment check dams (hay) | 100 | EACH | 100.00 | 10,000.00 | 8.00 | 800.00 | 170.00 | 17,000.00 | 110.00 | 11,000.00 |
| 204-06 | temporary silt fencing | 3,380 | LNFT | 2.00 | 6,760.00 | 2.00 | 6,760.00 | 4.00 | 13,520.00 | 1.50 | 5,070.00 |
| 304-01 | lime | 77.48 | TON | 180.00 | 13,946.40 | 100.00 | 7,748.00 | 120.00 | 9,297.60 | 186.00 | 14,411.28 |
| 304-03-B | lime treatment (type c) (8 1/2" thick) | 2,211 | SQYD | 1.50 | 3,316.50 | 1.00 | 2,211.00 | 4.00 | 8,844.00 | 14.00 | 30,954.00 |
| 304-04-D | lime treatment (type d) (12" thick) | 4,422 | SQYD | 3.00 | 13,266.00 | 2.00 | 8,844.00 | 5.00 | 22,110.00 | 3.75 | 16,582.50 |
| 308-01-A | in-place cement treated base course (12" thick) | 88,438 | SQYD | 7.50 | 663,285.00 | 8.50 | 751,723.00 | 7.50 | 663,285.00 | 8.25 | 729,613.50 |
| 308-02 | removal of existing patches | 25 | SQYD | 25.00 | 625.00 | 5.00 | 125.00 | 1.00 | 25.00 | 125.00 | 3,125.00 |
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
2,514 | CUYD | 65.00 | 163,410.00 | 40.00 | 100,560.00 | 30.00 | 75,420.00 | 98.00 | 246,372.00 |
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 500.0 | CUYD | 55.00 | 27,500.00 | 40.00 | 20,000.00 | 60.00 | 30,000.00 | 90.00 | 45,000.00 |
| 502-01 | superpave asphaltic concrete | 16,168.1 | TON | 85.00 | 1,374,288.50 | 70.00 | 1,131,767.00 | 89.00 | 1,438,960.90 | 100.00 | 1,616,810.00 |
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
1,938.7 | TON | 100.00 | 193,870.00 | 140.00 | 271,418.00 | 10.00 | 19,387.00 | 172.00 | 333,456.40 |
| 701-01-K | cross drain pipe (30" rcp/pcp) | 48 | LNFT | 160.00 | 7,680.00 | 225.00 | 10,800.00 | 190.00 | 9,120.00 | 200.00 | 9,600.00 |
| 701-02-D | cross drain pipe arch (24" equiv. rcpa) | 40 | LNFT | 175.00 | 7,000.00 | 215.00 | 8,600.00 | 170.00 | 6,800.00 | 200.00 | 8,000.00 |
| 701-02-F | cross drain pipe arch (36" equiv. rcpa) | 240 | LNFT | 130.00 | 31,200.00 | 230.00 | 55,200.00 | 185.00 | 44,400.00 | 225.00 | 54,000.00 |
| 701-02-H | cross drain pipe arch (48" equiv. rcpa) | 48 | LNFT | 260.00 | 12,480.00 | 285.00 | 13,680.00 | 280.00 | 13,440.00 | 325.00 | 15,600.00 |
| 701-10-I | reinforced concrete pipe (extension)(24") | 12 | LNFT | 400.00 | 4,800.00 | 150.00 | 1,800.00 | 400.00 | 4,800.00 | 175.00 | 2,100.00 |
| 701-15 | concrete collar | 2 | EACH | 1,200.00 | 2,400.00 | 1,200.00 | 2,400.00 | 1,200.00 | 2,400.00 | 1,000.00 | 2,000.00 |
| 702-07-A | cross drain safety end (type 1) | 1 | EACH | 7,500.00 | 7,500.00 | 2,200.00 | 2,200.00 | 4,500.00 | 4,500.00 | 5,000.00 | 5,000.00 |
| 704-01-A | guard rail (single thrie beam)(3'-1 1/2" post spacing) | 506.3 | LNFT | 40.00 | 20,252.00 | 40.00 | 20,252.00 | 60.00 | 30,378.00 | 35.00 | 17,720.50 |
| 704-01-B | guard rail (single thrie beam)(6'-3" post spacing) | 692.6 | LNFT | 65.00 | 45,019.00 | 60.00 | 41,556.00 | 70.00 | 48,482.00 | 60.00 | 41,556.00 |
| 704-03 | blocked out guard rail | 932.2 | LNFT | 22.00 | 20,508.40 | 20.00 | 18,644.00 | 21.00 | 19,576.20 | 20.00 | 18,644.00 |
| 704-11-B | guard rail end treatment (tangent) | 19 | EACH | 3,000.00 | 57,000.00 | 2,700.00 | 51,300.00 | 2,400.00 | 45,600.00 | 2,500.00 | 47,500.00 |
| 711-01-C | riprap (30 lb,24" thick) | 45 | SQYD | 150.00 | 6,750.00 | 80.00 | 3,600.00 | 140.00 | 6,300.00 | 120.00 | 5,400.00 |
| 713-01 | temporary signs & barricades | lump | LUMP | 80,000.00 | 80,000.00 | 160,000.00 | 160,000.00 | 200,000.00 | 200,000.00 | 25,000.00 | 25,000.00 |
| 713-02-E | temporary pavement markings (24" width) | 33 | LNFT | 2.00 | 66.00 | 0.10 | 3.30 | 1.00 | 33.00 | 1.00 | 33.00 |
| 713-03-A | temporary pavement markings (broken line)(4" width)(4' length) |
19.200 | MILE | 400.00 | 7,680.00 | 600.00 | 11,520.00 | 10.00 | 192.00 | 130.00 | 2,496.00 |
| 713-03-B | temporary pavement markings (broken line)(4" width) (10' length) |
7.308 | MILE | 350.00 | 2,557.80 | 10.00 | 73.08 | 10.00 | 73.08 | 315.00 | 2,302.02 |
| 713-04-A | temporary pavement markings (solid line)(4" width) | 55.132 | MILE | 300.00 | 16,539.60 | 10.00 | 551.32 | 20.00 | 1,102.64 | 600.00 | 33,079.20 |
| 720-01-B | erosion control system, slope protection (type b) | 334 | SQYD | 5.00 | 1,670.00 | 400.00 | 133,600.00 | 3.00 | 1,002.00 | 2.20 | 734.80 |
| 722-02 | project site laboratory (equipped) | 1 | EACH | 12,000.00 | 12,000.00 | 1,500.00 | 1,500.00 | 1,000.00 | 1,000.00 | 10,000.00 | 10,000.00 |
| 726-01 | bedding material | 220.8 | CUYD | 1.00 | 220.80 | 0.01 | 2.21 | 65.00 | 14,352.00 | 70.00 | 15,456.00 |
| 727-01 | mobilization | lump | LUMP | 100,000.00 | 100,000.00 | 200,000.00 | 200,000.00 | 300,000.00 | 300,000.00 | 179,000.00 | 179,000.00 |
| 729-16-B | object marker assembly (type 2) | 10 | EACH | 55.00 | 550.00 | 60.00 | 600.00 | 60.00 | 600.00 | 70.00 | 700.00 |
| 729-16-C | object marker assembly (type 3) | 20 | EACH | 85.00 | 1,700.00 | 70.00 | 1,400.00 | 100.00 | 2,000.00 | 80.00 | 1,600.00 |
| 731-02 | reflectorized raised pavement markers | 845 | EACH | 6.00 | 5,070.00 | 5.00 | 4,225.00 | 6.00 | 5,070.00 | 6.00 | 5,070.00 |
| 732-01-E | plastic pavement striping (24" width) | 11 | LNFT | 4.00 | 44.00 | 3.00 | 33.00 | 6.00 | 66.00 | 3.50 | 38.50 |
| 732-02-A | plastic pavement striping (solid line) (4" width) | 22.644 | MILE | 2,850.00 | 64,535.40 | 2,500.00 | 56,610.00 | 2,800.00 | 63,403.20 | 2,750.00 | 62,271.00 |
| 732-03-A | plastic pavement striping (broken line)(4" width) | 2.436 | MILE | 700.00 | 1,705.20 | 600.00 | 1,461.60 | 600.00 | 1,461.60 | 650.00 | 1,583.40 |
| 735-01 | mailboxes | 89 | EACH | 2.00 | 178.00 | 5.00 | 445.00 | 5.00 | 445.00 | 1.00 | 89.00 |
| 735-02 | mailbox supports (single) | 75 | EACH | 100.00 | 7,500.00 | 150.00 | 11,250.00 | 100.00 | 7,500.00 | 95.00 | 7,125.00 |
| 735-03 | mailbox supports (double) | 4 | EACH | 150.00 | 600.00 | 200.00 | 800.00 | 140.00 | 560.00 | 125.00 | 500.00 |
| 735-04 | mailbox supports (multiple) | 2 | EACH | 250.00 | 500.00 | 250.00 | 500.00 | 240.00 | 480.00 | 200.00 | 400.00 |
| 739-01 | hydro-seeding | 7.76 | ACRE | 1,500.00 | 11,640.00 | 1,100.00 | 8,536.00 | 1,600.00 | 12,416.00 | 1,200.00 | 9,312.00 |
| 740-01 | construction layout | lump | LUMP | 25,000.00 | 25,000.00 | 69,000.00 | 69,000.00 | 50,000.00 | 50,000.00 | 20,000.00 | 20,000.00 |
| S-002 | special anchor section | 1 | EACH | 1,500.00 | 1,500.00 | 2,000.00 | 2,000.00 | 600.00 | 600.00 | 1,200.00 | 1,200.00 |
| CONTRACTOR TOTAL | 3,116,196.60 | 3,225,873.51 | 3,294,118.22 | 3,739,056.10 | |||||||
| Item Number | Item Description | Quantity | Unit of Measure | - 5 - COASTAL BRIDGE CO., L.L.C. |
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|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 202-02-H | removal of guard rail | 1,663 | LNFT | 10.00 | 16,630.00 | ||||||
| 202-02-I | removal of cross drain pipe | 107 | LNFT | 25.00 | 2,675.00 | ||||||
| 202-02-J | removal of cross drain pipe arch | 280 | LNFT | 50.00 | 14,000.00 | ||||||
| 203-07 | borrow (vehicular measurement) | 3,450 | CUYD | 25.00 | 86,250.00 | ||||||
| 203-07-A | borrow (vehicular meas.)(selected soils) | 325 | CUYD | 25.00 | 8,125.00 | ||||||
| 204-05-A | temporary sediment check dams (hay) | 100 | EACH | 125.00 | 12,500.00 | ||||||
| 204-06 | temporary silt fencing | 3,380 | LNFT | 2.00 | 6,760.00 | ||||||
| 304-01 | lime | 77.48 | TON | 175.00 | 13,559.00 | ||||||
| 304-03-B | lime treatment (type c) (8 1/2" thick) | 2,211 | SQYD | 5.00 | 11,055.00 | ||||||
| 304-04-D | lime treatment (type d) (12" thick) | 4,422 | SQYD | 5.00 | 22,110.00 | ||||||
| 308-01-A | in-place cement treated base course (12" thick) | 88,438 | SQYD | 10.00 | 884,380.00 | ||||||
| 308-02 | removal of existing patches | 25 | SQYD | 20.00 | 500.00 | ||||||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
2,514 | CUYD | 95.00 | 238,830.00 | ||||||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 500.0 | CUYD | 50.00 | 25,000.00 | ||||||
| 502-01 | superpave asphaltic concrete | 16,168.1 | TON | 105.00 | 1,697,650.50 | ||||||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
1,938.7 | TON | 195.00 | 378,046.50 | ||||||
| 701-01-K | cross drain pipe (30" rcp/pcp) | 48 | LNFT | 275.00 | 13,200.00 | ||||||
| 701-02-D | cross drain pipe arch (24" equiv. rcpa) | 40 | LNFT | 275.00 | 11,000.00 | ||||||
| 701-02-F | cross drain pipe arch (36" equiv. rcpa) | 240 | LNFT | 275.00 | 66,000.00 | ||||||
| 701-02-H | cross drain pipe arch (48" equiv. rcpa) | 48 | LNFT | 225.00 | 10,800.00 | ||||||
| 701-10-I | reinforced concrete pipe (extension)(24") | 12 | LNFT | 500.00 | 6,000.00 | ||||||
| 701-15 | concrete collar | 2 | EACH | 1,100.00 | 2,200.00 | ||||||
| 702-07-A | cross drain safety end (type 1) | 1 | EACH | 4,500.00 | 4,500.00 | ||||||
| 704-01-A | guard rail (single thrie beam)(3'-1 1/2" post spacing) | 506.3 | LNFT | 55.00 | 27,846.50 | ||||||
| 704-01-B | guard rail (single thrie beam)(6'-3" post spacing) | 692.6 | LNFT | 65.00 | 45,019.00 | ||||||
| 704-03 | blocked out guard rail | 932.2 | LNFT | 28.00 | 26,101.60 | ||||||
| 704-11-B | guard rail end treatment (tangent) | 19 | EACH | 3,000.00 | 57,000.00 | ||||||
| 711-01-C | riprap (30 lb,24" thick) | 45 | SQYD | 150.00 | 6,750.00 | ||||||
| 713-01 | temporary signs & barricades | lump | LUMP | 60,000.00 | 60,000.00 | ||||||
| 713-02-E | temporary pavement markings (24" width) | 33 | LNFT | 1.00 | 33.00 | ||||||
| 713-03-A | temporary pavement markings (broken line)(4" width)(4' length) |
19.200 | MILE | 450.00 | 8,640.00 | ||||||
| 713-03-B | temporary pavement markings (broken line)(4" width) (10' length) |
7.308 | MILE | 350.00 | 2,557.80 | ||||||
| 713-04-A | temporary pavement markings (solid line)(4" width) | 55.132 | MILE | 1.00 | 55.13 | ||||||
| 720-01-B | erosion control system, slope protection (type b) | 334 | SQYD | 5.00 | 1,670.00 | ||||||
| 722-02 | project site laboratory (equipped) | 1 | EACH | 10,000.00 | 10,000.00 | ||||||
| 726-01 | bedding material | 220.8 | CUYD | 1.00 | 220.80 | ||||||
| 727-01 | mobilization | lump | LUMP | 350,000.00 | 350,000.00 | ||||||
| 729-16-B | object marker assembly (type 2) | 10 | EACH | 75.00 | 750.00 | ||||||
| 729-16-C | object marker assembly (type 3) | 20 | EACH | 90.00 | 1,800.00 | ||||||
| 731-02 | reflectorized raised pavement markers | 845 | EACH | 6.00 | 5,070.00 | ||||||
| 732-01-E | plastic pavement striping (24" width) | 11 | LNFT | 3.00 | 33.00 | ||||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 22.644 | MILE | 2,500.00 | 56,610.00 | ||||||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 2.436 | MILE | 800.00 | 1,948.80 | ||||||
| 735-01 | mailboxes | 89 | EACH | 1.00 | 89.00 | ||||||
| 735-02 | mailbox supports (single) | 75 | EACH | 200.00 | 15,000.00 | ||||||
| 735-03 | mailbox supports (double) | 4 | EACH | 350.00 | 1,400.00 | ||||||
| 735-04 | mailbox supports (multiple) | 2 | EACH | 550.00 | 1,100.00 | ||||||
| 739-01 | hydro-seeding | 7.76 | ACRE | 1,300.00 | 10,088.00 | ||||||
| 740-01 | construction layout | lump | LUMP | 35,000.00 | 35,000.00 | ||||||
| S-002 | special anchor section | 1 | EACH | 1,500.00 | 1,500.00 | ||||||
| CONTRACTOR TOTAL | 4,258,053.63 | ||||||||||