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| DBE GOAL FED | |||
| Lead Project: 026-09-0023 | |||
| Parish: RICHLAND | |||
| Routes: LA 15 | |||
| Description: JCT. MOORE RD. - OUACHITA PARISH LINE | |||
| Type Const:
grading, drainage structures, asphaltic surface treatment, cold plaining asphaltic concrete, superpave asphaltic concrete overlay and related work. | |||
| Rank | License | Bidder | Amount |
|---|---|---|---|
| 1 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $2,219,480.50 |
| 2 | 05789 | D & J CONSTRUCTION CO., INC. | $2,245,680.67 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - DIAMOND B CONSTRUCTION CO., L.L.C. |
- 2 - D & J CONSTRUCTION CO., INC. |
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|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 202-01 | removal of structures & obstructions | lump | LUMP | 35,500.00 | 35,500.00 | 10,000.00 | 10,000.00 | ||||
| 202-02-D | removal of concrete walks & drives | 63 | SQYD | 10.96 | 690.48 | 12.00 | 756.00 | ||||
| 202-02-H | removal of guard rail | 2,412 | LNFT | 2.19 | 5,282.28 | 15.00 | 36,180.00 | ||||
| 203-08 | borrow (vehicular measurement) | 3,340 | CUYD | 11.00 | 36,740.00 | 20.00 | 66,800.00 | ||||
| 203-08-A | borrow (vehicular meas.)(selected soils) | 9,701 | CUYD | 13.25 | 128,538.25 | 15.00 | 145,515.00 | ||||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
39 | CUYD | 53.41 | 2,082.99 | 60.00 | 2,340.00 | ||||
| 502-01 | superpave asphaltic concrete | 13,173.5 | TON | 48.14 | 634,172.29 | 50.00 | 658,675.00 | ||||
| 502-01-A | superpave asphaltic concrete, paved drives and turnouts |
287.3 | TON | 150.00 | 43,095.00 | 125.00 | 35,912.50 | ||||
| 507-01-B | asphaltic surface treatment (2 applications) | 55,891 | SQYD | 2.17 | 121,283.47 | 2.15 | 120,165.65 | ||||
| 509-01 | cold planing asphaltic pavement | 57,702 | SQYD | 1.43 | 82,513.86 | 2.50 | 144,255.00 | ||||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 2,088 | CUYD | 0.10 | - 208.80 | 0.01 | - 20.88 | ||||
| 704-01-B | guard rail (single thrie beam)(6'-3" post spacing) | 1,831.2 | LNFT | 26.31 | 48,178.87 | 24.00 | 43,948.80 | ||||
| 704-03 | blocked out guard rail | 850.4 | LNFT | 16.44 | 13,980.57 | 15.00 | 12,756.00 | ||||
| 704-08-B | guard rail transitions (double thrie beam) | 400.0 | LNFT | 45.00 | 18,000.00 | 41.00 | 16,400.00 | ||||
| 704-11-A | guard rail end treatment (flared) | 16 | EACH | 1,840.00 | 29,440.00 | 1,675.00 | 26,800.00 | ||||
| 706-02-C | concrete drive (6" thick) | 24.7 | SQYD | 75.00 | 1,852.50 | 40.00 | 988.00 | ||||
| 713-01 | temporary signs & barricades | lump | LUMP | 60,900.00 | 60,900.00 | 115,000.00 | 115,000.00 | ||||
| 713-04-A | temporary pavement markings (broken line)(4" width)(4' length) |
8.270 | MILE | 330.00 | 2,729.10 | 175.00 | 1,447.25 | ||||
| 713-04-B | temporary pavement markings (broken line)(4" width) (10' length) |
8.248 | MILE | 220.00 | 1,814.56 | 300.00 | 2,474.40 | ||||
| 713-05-A | temporary pavement markings (solid line)(4" width) | 17.216 | MILE | 440.00 | 7,575.04 | 250.00 | 4,304.00 | ||||
| 716-01-A | mulch (vegetative) | 5.81 | ACRE | 712.46 | 4,139.39 | 575.00 | 3,340.75 | ||||
| 717-01 | seeding | 262 | LB | 7.67 | 2,009.54 | 6.50 | 1,703.00 | ||||
| 718-01 | fertilizer | 5,810 | LB | 0.28 | 1,626.80 | 0.25 | 1,452.50 | ||||
| 722-02 | project site laboratory (equipped) | 1 | EACH | 15,000.00 | 15,000.00 | 15,000.00 | 15,000.00 | ||||
| 724-01-C | pavement patching (18" minimum thickness) | 560 | SQYD | 100.00 | 56,000.00 | 150.00 | 84,000.00 | ||||
| 724-03 | pavement joint repair | 1,200.0 | TON | 100.00 | 120,000.00 | 80.00 | 96,000.00 | ||||
| 726-01 | bedding material | 52.2 | CUYD | 60.28 | 3,146.61 | 65.00 | 3,393.00 | ||||
| 727-01 | mobilization | lump | LUMP | 195,000.00 | 195,000.00 | 195,000.00 | 195,000.00 | ||||
| 729-16-C | object marker assembly (type 3) | 16 | EACH | 71.25 | 1,140.00 | 65.00 | 1,040.00 | ||||
| 731-02 | reflectorized raised pavement markers | 546 | EACH | 4.93 | 2,691.78 | 6.75 | 3,685.50 | ||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 8.608 | MILE | 1,970.00 | 16,957.76 | 2,600.00 | 22,380.80 | ||||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 4.124 | MILE | 740.00 | 3,051.76 | 850.00 | 3,505.40 | ||||
| 735-01 | mailboxes | 2 | EACH | 14.00 | 28.00 | 25.00 | 50.00 | ||||
| 735-02 | mailbox supports (single) | 2 | EACH | 345.00 | 690.00 | 125.00 | 250.00 | ||||
| 740-01 | construction layout | lump | LUMP | 59,900.00 | 59,900.00 | 20,000.00 | 20,000.00 | ||||
| 805-01-B | class a concrete (box culvert headwalls) | 35.84 | CUYD | 660.00 | 23,654.40 | 700.00 | 25,088.00 | ||||
| 805-12-I | reinforced concrete box culverts (5'x 5') | 120.0 | LNFT | 550.00 | 66,000.00 | 375.00 | 45,000.00 | ||||
| 805-12-Y | reinforced concrete box culverts (3'x 3') | 24.0 | LNFT | 440.00 | 10,560.00 | 375.00 | 9,000.00 | ||||
| 806-01 | deformed reinforcing steel | 2,690 | LB | 2.19 | 5,891.10 | 1.50 | 4,035.00 | ||||
| S-001 | clean and reseal stress relief joint | 216 | LNFT | 110.00 | 23,760.00 | 70.00 | 15,120.00 | ||||
| S-002 | cement treated base course (8 1/2" depth) | 40,990 | SQYD | 8.11 | 332,428.90 | 6.00 | 245,940.00 | ||||
| S-003 | cleaning existing ditches | 300 | LNFT | 5.48 | 1,644.00 | 20.00 | 6,000.00 | ||||
| CONTRACTOR TOTAL | 2,219,480.50 | 2,245,680.67 | |||||||||