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| DBE GOAL FED | |||
| Lead Project: 203-02-0021 | |||
| Parish: EVANGELINE | |||
| Routes: LA 29 | |||
| Description: W. JCT. LA 95 - S. JCT. LA 104 | |||
| Type Const:
cold planing asphaltic concrete, superpave asphaltic concrete overlay, pavement patching, pavement widening and related work | |||
| Estimated Construction Cost: $2,669,655.64 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 34356 | PRAIRIE CONTRACTORS INC. | $2,339,288.71 |
| 2 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $2,360,445.30 |
| 3 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $2,515,302.19 |
| 4 | 04089 | H & S CONSTRUCTION CO., INC. | $2,868,839.31 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - PRAIRIE CONTRACTORS INC. |
- 2 - DIAMOND B CONSTRUCTION CO., L.L.C. |
- 3 - GILCHRIST CONSTRUCTION CO. LLC |
- 4 - H & S CONSTRUCTION CO., INC. |
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|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 202-02-D | removal of concrete walks and drives | 70 | SQYD | 50.00 | 3,500.00 | 34.00 | 2,380.00 | 30.00 | 2,100.00 | 27.50 | 1,925.00 |
| 202-02-I | removal of headwalls | 2 | EACH | 1,000.00 | 2,000.00 | 2,400.00 | 4,800.00 | 4,200.00 | 8,400.00 | 3,300.00 | 6,600.00 |
| 202-02-J | removal of catch basins | 1 | EACH | 1,000.00 | 1,000.00 | 1,700.00 | 1,700.00 | 4,200.00 | 4,200.00 | 1,100.00 | 1,100.00 |
| 202-02-K | removal of 30" rcp cross drain (end joints) | 16 | LNFT | 40.00 | 640.00 | 300.00 | 4,800.00 | 140.00 | 2,240.00 | 55.00 | 880.00 |
| 203-08 | borrow (vehicular meas.) | 100 | CUYD | 25.00 | 2,500.00 | 43.00 | 4,300.00 | 26.00 | 2,600.00 | 19.30 | 1,930.00 |
| 204-02 | temporary hay or straw bales | 14 | EACH | 100.00 | 1,400.00 | 50.00 | 700.00 | 15.00 | 210.00 | 20.00 | 280.00 |
| 204-05-A | temporary sediment check dams (hay) | 50 | EACH | 200.00 | 10,000.00 | 100.00 | 5,000.00 | 165.00 | 8,250.00 | 120.00 | 6,000.00 |
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
1,995 | CUYD | 30.00 | 59,850.00 | 22.00 | 43,890.00 | 92.00 | 183,540.00 | 45.00 | 89,775.00 |
| 502-01 | superpave asphaltic concrete | 14,369.6 | TON | 85.50 | 1,228,600.80 | 82.00 | 1,178,307.20 | 83.00 | 1,192,676.80 | 85.00 | 1,221,416.00 |
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
1,010.0 | TON | 55.00 | 55,550.00 | 150.00 | 151,500.00 | 150.00 | 151,500.00 | 120.00 | 121,200.00 |
| 509-01 | cold planing asphaltic pavement | 55,097 | SQYD | 1.85 | 101,929.45 | 2.00 | 110,194.00 | 1.25 | 68,871.25 | 2.50 | 137,742.50 |
| 509-02 | contractor retained reclaimed asphaltic pavement | - 2,296 | CUYD | 0.01 | - 22.96 | 0.10 | - 229.60 | 0.01 | - 22.96 | 0.01 | - 22.96 |
| 701-03-G | storm drain pipe (18" rcp/pcp) | 32 | LNFT | 250.00 | 8,000.00 | 220.00 | 7,040.00 | 230.00 | 7,360.00 | 148.50 | 4,752.00 |
| 701-08 | relaying pipe | 16 | LNFT | 250.00 | 4,000.00 | 220.00 | 3,520.00 | 240.00 | 3,840.00 | 93.50 | 1,496.00 |
| 701-10-K | reinforced concrete pipe (extension)(30") | 16 | LNFT | 250.00 | 4,000.00 | 250.00 | 4,000.00 | 250.00 | 4,000.00 | 275.00 | 4,400.00 |
| 701-15 | concrete collar | 6 | EACH | 1,300.00 | 7,800.00 | 1,500.00 | 9,000.00 | 1,400.00 | 8,400.00 | 1,650.00 | 9,900.00 |
| 702-03-A | catch basins (cb-01) | 1 | EACH | 5,000.00 | 5,000.00 | 4,500.00 | 4,500.00 | 4,000.00 | 4,000.00 | 4,950.00 | 4,950.00 |
| 702-03-B | catch basins (cb-02) | 1 | EACH | 6,000.00 | 6,000.00 | 5,500.00 | 5,500.00 | 5,200.00 | 5,200.00 | 7,150.00 | 7,150.00 |
| 706-02-C | concrete drive (6" thick) | 10.0 | SQYD | 200.00 | 2,000.00 | 120.00 | 1,200.00 | 125.00 | 1,250.00 | 175.00 | 1,750.00 |
| 713-01 | temporary signs & barricades | lump | LUMP | 50,000.00 | 50,000.00 | 8,000.00 | 8,000.00 | 25,000.00 | 25,000.00 | 38,500.00 | 38,500.00 |
| 713-03-E | temporary pavement markings (24" width) | 96 | LNFT | 1.00 | 96.00 | 0.75 | 72.00 | 0.91 | 87.36 | 0.88 | 84.48 |
| 713-04-A | temporary pavement markings (broken line)(4" width)(4' length) |
9.360 | MILE | 1,400.00 | 13,104.00 | 220.00 | 2,059.20 | 300.00 | 2,808.00 | 531.00 | 4,970.16 |
| 713-04-B | temporary pavement markings (broken line)(4" width) (10' length) |
7.624 | MILE | 1.00 | 7.62 | 325.00 | 2,477.80 | 1.00 | 7.62 | 434.50 | 3,312.63 |
| 713-05-A | temporary pavement markings (solid line)(4" width) | 26.296 | MILE | 1.00 | 26.30 | 650.00 | 17,092.40 | 1.00 | 26.30 | 753.50 | 19,814.04 |
| 713-06-E | temporary pavement legends and symbols (school crossing) |
4 | EACH | 1.00 | 4.00 | 330.00 | 1,320.00 | 1.00 | 4.00 | 220.00 | 880.00 |
| 724-01-C | pavement patching (15" minimum thickness) | 100 | SQYD | 150.00 | 15,000.00 | 250.00 | 25,000.00 | 140.00 | 14,000.00 | 145.00 | 14,500.00 |
| 724-02 | pavement widening | 12,232.5 | SQYD | 45.00 | 550,462.50 | 40.00 | 489,300.00 | 46.00 | 562,695.00 | 65.00 | 795,112.50 |
| 726-01 | bedding material | 26.9 | CUYD | 110.00 | 2,959.00 | 125.00 | 3,362.50 | 115.00 | 3,093.50 | 104.50 | 2,811.05 |
| 727-01 | mobilization | lump | LUMP | 150,000.00 | 150,000.00 | 200,000.00 | 200,000.00 | 85,000.00 | 85,000.00 | 200,000.00 | 200,000.00 |
| 729-16-B | object marker assembly (type 2) | 6 | EACH | 60.00 | 360.00 | 60.00 | 360.00 | 65.00 | 390.00 | 75.00 | 450.00 |
| 731-02 | reflectorized raised pavement markers | 631 | EACH | 6.00 | 3,786.00 | 5.00 | 3,155.00 | 6.00 | 3,786.00 | 5.61 | 3,539.91 |
| 732-01-E | plastic pavement striping (24" width) | 48 | LNFT | 4.00 | 192.00 | 3.50 | 168.00 | 4.50 | 216.00 | 4.29 | 205.92 |
| 732-02-A | plastic pavement striping (solid line) (4" width) | 13.148 | MILE | 2,500.00 | 32,870.00 | 2,500.00 | 32,870.00 | 3,000.00 | 39,444.00 | 2,920.50 | 38,398.73 |
| 732-03-A | plastic pavement striping (broken line)(4" width) | 3.812 | MILE | 1,000.00 | 3,812.00 | 900.00 | 3,430.80 | 860.00 | 3,278.32 | 816.20 | 3,111.35 |
| 732-04-E | plastic pavement legends & symbols (school crossing) | 2 | EACH | 600.00 | 1,200.00 | 550.00 | 1,100.00 | 490.00 | 980.00 | 467.50 | 935.00 |
| 732-05 | removal of existing markings | 0.027 | MILE | 6,000.00 | 162.00 | 5,500.00 | 148.50 | 23,000.00 | 621.00 | 25,000.00 | 675.00 |
| 735-01 | mailboxes | 50 | EACH | 2.00 | 100.00 | 1.25 | 62.50 | 5.00 | 250.00 | 11.00 | 550.00 |
| 735-02 | mailbox supports (single) | 45 | EACH | 130.00 | 5,850.00 | 135.00 | 6,075.00 | 140.00 | 6,300.00 | 275.00 | 12,375.00 |
| 735-03 | mailbox supports (double) | 7 | EACH | 200.00 | 1,400.00 | 200.00 | 1,400.00 | 190.00 | 1,330.00 | 330.00 | 2,310.00 |
| 735-04 | mailbox supports (multiple) | 1 | EACH | 350.00 | 350.00 | 250.00 | 250.00 | 270.00 | 270.00 | 440.00 | 440.00 |
| 740-01 | construction layout | lump | LUMP | 100.00 | 100.00 | 8,000.00 | 8,000.00 | 25,000.00 | 25,000.00 | 35,000.00 | 35,000.00 |
| 744-01 | traffic control management | lump | LUMP | 100.00 | 100.00 | 10,000.00 | 10,000.00 | 80,000.00 | 80,000.00 | 65,000.00 | 65,000.00 |
| S-001 | full depth sawcutting of existing portland cement concrete drives |
1,200 | INFT | 3.00 | 3,600.00 | 2.20 | 2,640.00 | 1.75 | 2,100.00 | 2.20 | 2,640.00 |
| CONTRACTOR TOTAL | 2,339,288.71 | 2,360,445.30 | 2,515,302.19 | 2,868,839.31 | |||||||