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| Lead Project: 802-12-0009 | |||
| Parish: ALLEN | |||
| Routes: LA 1152 | |||
| Description: JCT. U.S. 165 S. - JCT. U.S. 165 N. | |||
| Type Const:
grading, cold planing, pavment patching, superpave asphaltic concrete overlay, clean & reseal existing joints, aggregate surface course and related work. | |||
| Rank | License | Bidder | Amount |
|---|---|---|---|
| 1 | 00183 | R. E. HEIDT CONSTRUCTION CO., INC. | $373,554.99 |
| 2 | 34356 | PRAIRIE CONTRACTORS INC. | $434,378.88 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - R. E. HEIDT CONSTRUCTION CO., INC. |
- 2 - PRAIRIE CONTRACTORS INC. |
|
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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 | 302 | LNFT | 8.00 | 2,416.00 | 6.00 | 1,812.00 | ||||
| 203-06 | excavation & embankment | lump | LUMP | 3,300.00 | 3,300.00 | 1,000.00 | 1,000.00 | ||||
| 203-08 | borrow (vehicular measurement) | 280 | CUYD | 17.00 | 4,760.00 | 15.00 | 4,200.00 | ||||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
960 | CUYD | 42.00 | 40,320.00 | 45.00 | 43,200.00 | ||||
| 502-01 | superpave asphaltic concrete | 4,184.5 | TON | 52.50 | 219,686.25 | 52.00 | 217,594.00 | ||||
| 502-01-A | superpave asphaltic concrete, paved drives and turnouts |
276.3 | TON | 85.00 | 23,485.50 | 20.00 | 5,526.00 | ||||
| 509-01 | cold planing asphaltic pavement | 1,822 | SQYD | 2.95 | 5,374.90 | 9.00 | 16,398.00 | ||||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 28 | CUYD | 1.00 | - 28.00 | 0.01 | - 0.28 | ||||
| 602-02-A | cleaning and resealing existing longitudinal pavement joints |
2,290 | LNFT | 1.33 | 3,045.70 | 1.75 | 4,007.50 | ||||
| 602-02-B | cleaning and resealing existing transverse pavement joints |
1,263 | LNFT | 1.60 | 2,020.80 | 1.75 | 2,210.25 | ||||
| 602-03 | cleaning and sealing random cracks | 630 | LNFT | 3.20 | 2,016.00 | 2.30 | 1,449.00 | ||||
| 602-05-I-01 | full depth patching of jointed conc pvmt (9" thick) (16.0 sq yds & under) |
20.0 | SQYD | 185.00 | 3,700.00 | 150.00 | 3,000.00 | ||||
| 602-05-I-02 | full depth patching of jointed conc pvmt (9" thick) (16.1 - 48.0 sq yds) |
33.3 | SQYD | 160.00 | 5,328.00 | 130.00 | 4,329.00 | ||||
| 704-01-A | guard rail (single thrie beam)(3'-1 1/2" post spacing) | 75.0 | LNFT | 31.25 | 2,343.75 | 35.00 | 2,625.00 | ||||
| 704-01-B | guard rail (single thrie beam)(6'-3" post spacing) | 118.0 | LNFT | 46.00 | 5,428.00 | 52.00 | 6,136.00 | ||||
| 704-03 | blocked out guard rail | 100.0 | LNFT | 16.00 | 1,600.00 | 18.00 | 1,800.00 | ||||
| 704-05 | guard rail anchor sections (bct) | 12.5 | LNFT | 64.00 | 800.00 | 72.00 | 900.00 | ||||
| 704-11-A | guard rail end treatment (flared) | 3 | EACH | 1,900.00 | 5,700.00 | 2,000.00 | 6,000.00 | ||||
| 713-01 | temporary signs & barricades | lump | LUMP | 2,600.00 | 2,600.00 | 5,000.00 | 5,000.00 | ||||
| 713-04-A | temporary pavement markings (broken line)(4" width)(4' length) |
3.153 | MILE | 225.00 | 709.42 | 300.00 | 945.90 | ||||
| 713-04-B | temporary pavement markings (broken line)(4" width) (10' length) |
3.440 | MILE | 340.00 | 1,169.60 | 1.00 | 3.44 | ||||
| 713-05-A | temporary pavement markings (solid line)(4" width) | 2.076 | MILE | 670.00 | 1,390.92 | 1.00 | 2.07 | ||||
| 724-01-B | pavement patching (12" minimum thickness) | 228 | SQYD | 63.00 | 14,364.00 | 79.00 | 18,012.00 | ||||
| 727-01 | mobilization | lump | LUMP | 11,000.00 | 11,000.00 | 76,000.00 | 76,000.00 | ||||
| 729-16-B | object marker assembly (type 2) | 10 | EACH | 58.00 | 580.00 | 60.00 | 600.00 | ||||
| 729-16-C | object marker assembly (type 3) | 4 | EACH | 72.00 | 288.00 | 75.00 | 300.00 | ||||
| 731-02 | reflectorized raised pavement markers | 257 | EACH | 5.40 | 1,387.80 | 6.00 | 1,542.00 | ||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 1.038 | MILE | 2,400.00 | 2,491.20 | 2,500.00 | 2,595.00 | ||||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 1.720 | MILE | 700.00 | 1,204.00 | 1,000.00 | 1,720.00 | ||||
| 735-01 | mailboxes | 11 | EACH | 1.06 | 11.66 | 1.50 | 16.50 | ||||
| 735-02 | mailbox supports (single) | 11 | EACH | 133.00 | 1,463.00 | 150.00 | 1,650.00 | ||||
| 740-01 | construction layout | lump | LUMP | 2,000.00 | 2,000.00 | 100.00 | 100.00 | ||||
| S-104 | cleaning and resealing existing transverse joints (bridges) |
56 | LNFT | 5.30 | 296.80 | 5.00 | 280.00 | ||||
| S-922 | sawing and sealing longitudinal joints in asphaltic concrete overlay |
399 | LNFT | 1.35 | 538.65 | 5.00 | 1,995.00 | ||||
| S-923 | sawing and sealing transverse joints in asphaltic concrete overlay |
128 | LNFT | 1.35 | 172.80 | 5.00 | 640.00 | ||||
| S-927 | sawcuts in asphaltic concrete lifts | 527 | LNFT | 1.12 | 590.24 | 1.50 | 790.50 | ||||
| CONTRACTOR TOTAL | 373,554.99 | 434,378.88 | |||||||||