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| DBE GOAL FED | |||
| Lead Project: 020-08-0027 | |||
| Parish: E CARROLL | |||
| Routes: US 65 | |||
| Description: LA 581 - HOLLYBROOK | |||
| Type Const:
grading,drainage structures, cold planing asphaltic pvmt., asphaltic surface treatment, superpave asphaltic concrete overlay, pavement patching and related work. | |||
| Rank | License | Bidder | Amount |
|---|---|---|---|
| 1 | 05789 | D & J CONSTRUCTION CO., INC. | $2,372,997.67 |
| 2 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $2,388,702.84 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - D & J CONSTRUCTION CO., INC. |
- 2 - DIAMOND B CONSTRUCTION CO., L.L.C. |
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|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing & grubbing | lump | LUMP | 80,000.00 | 80,000.00 | 11,000.00 | 11,000.00 | ||||
| 202-01 | removal of structures & obstructions | lump | LUMP | 2,200.00 | 2,200.00 | 2,420.00 | 2,420.00 | ||||
| 202-02-H | removal of guard rail | 528 | LNFT | 12.00 | 6,336.00 | 3.30 | 1,742.40 | ||||
| 203-08 | borrow (vehicular measurement) | 4,426 | CUYD | 9.00 | 39,834.00 | 10.45 | 46,251.70 | ||||
| 203-08-A | borrow (vehicular meas.)(selected soils) | 1,622 | CUYD | 9.00 | 14,598.00 | 19.04 | 30,882.88 | ||||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
204 | CUYD | 25.00 | 5,100.00 | 23.55 | 4,804.20 | ||||
| 502-01 | superpave asphaltic concrete | 14,114.7 | TON | 57.25 | 808,066.57 | 62.00 | 875,111.40 | ||||
| 502-01-A | superpave asphaltic concrete, paved drives and turnouts |
617.2 | TON | 57.25 | 35,334.70 | 161.76 | 99,838.27 | ||||
| 507-01-B | asphaltic surface treatment (2 applications) | 90,578 | SQYD | 1.60 | 144,924.80 | 1.82 | 164,851.96 | ||||
| 509-01 | cold planing asphaltic pavement | 85,574 | SQYD | 1.00 | 85,574.00 | 1.30 | 111,246.20 | ||||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 3,115 | CUYD | 0.01 | - 31.15 | 0.10 | - 311.50 | ||||
| 701-05-I | side drain pipe (24") | 8 | LNFT | 105.00 | 840.00 | 110.00 | 880.00 | ||||
| 701-10-G | reinforced concrete pipe (extension)(18") | 4 | LNFT | 205.00 | 820.00 | 220.00 | 880.00 | ||||
| 701-10-I | reinforced concrete pipe (extension)(24") | 92 | LNFT | 155.00 | 14,260.00 | 165.00 | 15,180.00 | ||||
| 701-10-M | reinforced concrete pipe (extension)(36") | 8 | LNFT | 205.00 | 1,640.00 | 220.00 | 1,760.00 | ||||
| 701-12-I | corrugated metal pipe (extension)(24") | 20 | LNFT | 90.00 | 1,800.00 | 93.50 | 1,870.00 | ||||
| 701-12-K | corrugated metal pipe (extension)(30") | 6 | LNFT | 120.00 | 720.00 | 126.50 | 759.00 | ||||
| 701-12-M | corrugated metal pipe (extension)(36") | 24 | LNFT | 95.00 | 2,280.00 | 99.00 | 2,376.00 | ||||
| 701-15 | concrete collar | 22 | EACH | 550.00 | 12,100.00 | 572.00 | 12,584.00 | ||||
| 702-01 | junction boxes | 1 | EACH | 1,500.00 | 1,500.00 | 1,430.00 | 1,430.00 | ||||
| 702-03-A | catch basins (cb-01) | 2 | EACH | 2,500.00 | 5,000.00 | 2,640.00 | 5,280.00 | ||||
| 702-07-A | cross drain safety end (type 1) | 5 | EACH | 1,500.00 | 7,500.00 | 1,551.00 | 7,755.00 | ||||
| 702-07-B | cross drain safety end (type 2) | 4 | EACH | 3,800.00 | 15,200.00 | 3,850.00 | 15,400.00 | ||||
| 702-07-C | cross drain safety end (type 3) | 2 | EACH | 7,500.00 | 15,000.00 | 7,798.00 | 15,596.00 | ||||
| 702-07-D | cross drain safety end (type 4) | 8 | EACH | 8,800.00 | 70,400.00 | 9,240.00 | 73,920.00 | ||||
| 702-08-A | side drain safety end (type 1) | 82 | EACH | 1,400.00 | 114,800.00 | 1,551.00 | 127,182.00 | ||||
| 702-08-B | side drain safety end (type 2) | 10 | EACH | 3,100.00 | 31,000.00 | 3,850.00 | 38,500.00 | ||||
| 704-01-B | guard rail (single thrie beam)(6'-3" post spacing) | 156.7 | LNFT | 25.00 | 3,917.50 | 20.90 | 3,275.03 | ||||
| 704-03 | blocked out guard rail | 237.5 | LNFT | 16.00 | 3,800.00 | 14.85 | 3,526.87 | ||||
| 704-08-B | guard rail transitions (double thrie beam) | 100.0 | LNFT | 40.00 | 4,000.00 | 38.50 | 3,850.00 | ||||
| 704-11-A | guard rail end treatment (flared) | 4 | EACH | 1,650.00 | 6,600.00 | 1,705.00 | 6,820.00 | ||||
| 713-01 | temporary signs & barricades | lump | LUMP | 75,000.00 | 75,000.00 | 7,150.00 | 7,150.00 | ||||
| 713-04-A | temporary pavement markings (broken line)(4" width)(4' length) |
11.648 | MILE | 160.00 | 1,863.68 | 330.06 | 3,844.53 | ||||
| 713-04-B | temporary pavement markings (broken line)(4" width) (10' length) |
11.635 | MILE | 155.00 | 1,803.42 | 330.14 | 3,841.17 | ||||
| 713-05-A | temporary pavement markings (solid line)(4" width) | 24.320 | MILE | 275.00 | 6,688.00 | 660.00 | 16,051.20 | ||||
| 713-07 | temporary reflectorized raised pavement markers | 513 | EACH | 1.05 | 538.65 | 1.65 | 846.45 | ||||
| 716-01-A | mulch (vegetative) | 3.76 | ACRE | 600.00 | 2,256.00 | 990.00 | 3,722.40 | ||||
| 717-01 | seeding | 169 | LB | 7.00 | 1,183.00 | 9.35 | 1,580.15 | ||||
| 718-01 | fertilizer | 3,760 | LB | 0.25 | 940.00 | 0.28 | 1,052.80 | ||||
| 724-01-C | pavement patching (18" minimum thickness) | 1,983 | SQYD | 85.00 | 168,555.00 | 85.05 | 168,654.15 | ||||
| 724-01-D | pavement patching (8" minimum thickness) | 200 | SQYD | 80.00 | 16,000.00 | 52.00 | 10,400.00 | ||||
| 724-03 | pavement joint repair | 1,200.0 | TON | 80.00 | 96,000.00 | 125.00 | 150,000.00 | ||||
| 726-01 | bedding material | 705.3 | CUYD | 67.50 | 47,607.75 | 74.25 | 52,368.52 | ||||
| 727-01 | mobilization | lump | LUMP | 212,000.00 | 212,000.00 | 90,000.00 | 90,000.00 | ||||
| 729-16-C | object marker assembly (type 3) | 4 | EACH | 65.00 | 260.00 | 66.00 | 264.00 | ||||
| 731-02 | reflectorized raised pavement markers | 513 | EACH | 7.00 | 3,591.00 | 5.23 | 2,682.99 | ||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 8.107 | MILE | 3,150.00 | 25,537.05 | 2,058.00 | 16,684.20 | ||||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 3.878 | MILE | 900.00 | 3,490.20 | 848.00 | 3,288.54 | ||||
| 735-01 | mailboxes | 24 | EACH | 5.00 | 120.00 | 14.00 | 336.00 | ||||
| 735-02 | mailbox supports (single) | 24 | EACH | 125.00 | 3,000.00 | 135.00 | 3,240.00 | ||||
| 740-01 | construction layout | lump | LUMP | 15,000.00 | 15,000.00 | 6,457.00 | 6,457.00 | ||||
| S-001 | rumble strips (ground-in) | 9.0 | MILE | 900.00 | 8,100.00 | 715.00 | 6,435.00 | ||||
| S-002 | cement treated base course | 22,823 | SQYD | 6.50 | 148,349.50 | 6.71 | 153,142.33 | ||||
| CONTRACTOR TOTAL | 2,372,997.67 | 2,388,702.84 | |||||||||