| |||
| Lead Project: 861-03-0012 | |||
| Parish: W BATON ROUGE | |||
| Routes: LA 983, LA 984 | |||
| Description: E. JCT. LA 984-W. JCT. LA 984 & E. JCT. LA 983-JCT. LA 415 | |||
| Type Const:
grading,lime trmt,cement treated base course,cold planing asphaltic conc pvmt,superpave asphaltic concrete pavement, and related work. | |||
| Estimated Construction Cost: $1,035,245.07 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 00849 | F.G. SULLIVAN, JR. CONTRACTOR LLC | $1,190,263.94 |
| 2 | 00046 | BARBER BROS. CONTRACTING CO., L.L.C | $1,218,674.02 |
| 3 | 00481 | COASTAL BRIDGE CO., L.L.C. | $1,374,574.46 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - F.G. SULLIVAN, JR. CONTRACTOR LLC |
- 2 - BARBER BROS. CONTRACTING CO., L.L.C |
- 3 - COASTAL BRIDGE CO., L.L.C. |
|
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 202-02-D | removal of concrete walks & drives | 114 | SQYD | 15.00 | 1,710.00 | 30.00 | 3,420.00 | 50.00 | 5,700.00 | ||
| 203-08 | borrow (vehicular measurement) | 760 | CUYD | 9.00 | 6,840.00 | 22.00 | 16,720.00 | 5.00 | 3,800.00 | ||
| 203-08-A | borrow (vehicular meas.)(selected soils) | 1,228 | CUYD | 9.00 | 11,052.00 | 15.00 | 18,420.00 | 5.00 | 6,140.00 | ||
| 204-06 | temporary silt fencing | 5,280 | LNFT | 1.25 | 6,600.00 | 1.00 | 5,280.00 | 0.10 | 528.00 | ||
| 304-01 | lime | 39.09 | TON | 150.00 | 5,863.50 | 180.00 | 7,036.20 | 125.00 | 4,886.25 | ||
| 304-03-D | lime treatment (type c) (12" thick) | 552 | SQYD | 6.00 | 3,312.00 | 4.50 | 2,484.00 | 12.50 | 6,900.00 | ||
| 304-04-D | lime treatment (type d) (12" thick) | 1,105 | SQYD | 6.00 | 6,630.00 | 6.50 | 7,182.50 | 6.00 | 6,630.00 | ||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
907 | CUYD | 6.00 | 5,442.00 | 20.00 | 18,140.00 | 40.00 | 36,280.00 | ||
| 502-01 | superpave asphaltic concrete | 8,106.7 | TON | 50.00 | 405,335.00 | 60.00 | 486,402.00 | 65.00 | 526,935.50 | ||
| 502-01-A | superpave asphaltic concrete, drives, turnout and miscellaneous |
644.3 | TON | 100.00 | 64,430.00 | 80.00 | 51,544.00 | 100.00 | 64,430.00 | ||
| 509-01 | cold planing asphaltic pavement | 37,976 | SQYD | 1.50 | 56,964.00 | 2.00 | 75,952.00 | 3.20 | 121,523.20 | ||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 950 | CUYD | 0.01 | - 9.50 | 0.00 | 0.00 | 1.00 | - 950.00 | ||
| 704-01-A | guard rail (single thrie beam)(3'-1 1/2" post spacing) | 261.6 | LNFT | 43.00 | 11,248.80 | 50.00 | 13,080.00 | 42.00 | 10,987.20 | ||
| 704-03 | blocked out guard rail | 393.9 | LNFT | 16.00 | 6,302.40 | 20.00 | 7,878.00 | 15.00 | 5,908.50 | ||
| 704-11-B | guard rail end treatment (tangent) | 6 | EACH | 2,000.00 | 12,000.00 | 2,500.00 | 15,000.00 | 2,000.00 | 12,000.00 | ||
| 706-02-C | concrete drive (6" thick) | 50.0 | SQYD | 65.00 | 3,250.00 | 100.00 | 5,000.00 | 60.00 | 3,000.00 | ||
| 713-01 | temporary signs & barricades | lump | LUMP | 97,000.00 | 97,000.00 | 25,000.00 | 25,000.00 | 15,000.00 | 15,000.00 | ||
| 713-03-C | temporary pavement markings (8" width) | 500 | LNFT | 0.15 | 75.00 | 1.00 | 500.00 | 0.20 | 100.00 | ||
| 713-03-E | temporary pavement markings (24" width) | 400 | LNFT | 0.50 | 200.00 | 2.00 | 800.00 | 0.60 | 240.00 | ||
| 713-04-A | temporary pavement markings (broken line)(4" width)(4' length) |
10.590 | MILE | 500.00 | 5,295.00 | 350.00 | 3,706.50 | 400.00 | 4,236.00 | ||
| 713-04-B | temporary pavement markings (broken line)(4" width) (10' length) |
5.034 | MILE | 10.00 | 50.34 | 400.00 | 2,013.60 | 300.00 | 1,510.20 | ||
| 713-05-A | temporary pavement markings (solid line)(4" width) | 19.814 | MILE | 100.00 | 1,981.40 | 630.00 | 12,482.82 | 1.00 | 19.81 | ||
| 713-06-D | temporary pavement legends and symbols (rr crossing) | 2 | EACH | 75.00 | 150.00 | 250.00 | 500.00 | 200.00 | 400.00 | ||
| 722-01 | project site laboratory | 1 | EACH | 10,000.00 | 10,000.00 | 15,000.00 | 15,000.00 | 6,000.00 | 6,000.00 | ||
| 727-01 | mobilization | lump | LUMP | 100,000.00 | 100,000.00 | 30,000.00 | 30,000.00 | 95,000.00 | 95,000.00 | ||
| 729-16-B | object marker assembly (type 2) | 44 | EACH | 50.00 | 2,200.00 | 60.00 | 2,640.00 | 45.00 | 1,980.00 | ||
| 729-16-C | object marker assembly (type 3) | 8 | EACH | 70.00 | 560.00 | 75.00 | 600.00 | 65.00 | 520.00 | ||
| 731-02 | reflectorized raised pavement markers | 468 | EACH | 7.00 | 3,276.00 | 6.00 | 2,808.00 | 5.00 | 2,340.00 | ||
| 732-01-C | plastic pavement striping (8" width) | 250 | LNFT | 2.00 | 500.00 | 1.50 | 375.00 | 1.00 | 250.00 | ||
| 732-01-E | plastic pavement striping (24" width) | 200 | LNFT | 4.00 | 800.00 | 3.50 | 700.00 | 2.50 | 500.00 | ||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 8.958 | MILE | 2,500.00 | 22,395.00 | 2,800.00 | 25,082.40 | 2,400.00 | 21,499.20 | ||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 1.678 | MILE | 2,000.00 | 3,356.00 | 1,000.00 | 1,678.00 | 700.00 | 1,174.60 | ||
| 732-04-D | plastic pavement legends & symbols (rr crossing) | 2 | EACH | 1,000.00 | 2,000.00 | 500.00 | 1,000.00 | 400.00 | 800.00 | ||
| 735-01 | mailboxes | 85 | EACH | 5.00 | 425.00 | 5.00 | 425.00 | 1.00 | 85.00 | ||
| 735-02 | mailbox supports (single) | 81 | EACH | 120.00 | 9,720.00 | 150.00 | 12,150.00 | 95.00 | 7,695.00 | ||
| 735-03 | mailbox supports (double) | 2 | EACH | 200.00 | 400.00 | 200.00 | 400.00 | 135.00 | 270.00 | ||
| 740-01 | construction layout | lump | LUMP | 50,000.00 | 50,000.00 | 10,000.00 | 10,000.00 | 25,000.00 | 25,000.00 | ||
| 744-01 | traffic control management | lump | LUMP | 50,000.00 | 50,000.00 | 25,000.00 | 25,000.00 | 20,000.00 | 20,000.00 | ||
| S-001 | cement treated base course (12 in depth) | 44,182 | SQYD | 5.00 | 220,910.00 | 7.00 | 309,274.00 | 8.00 | 353,456.00 | ||
| S-002 | special anchor section | 2 | EACH | 1,000.00 | 2,000.00 | 1,500.00 | 3,000.00 | 900.00 | 1,800.00 | ||
| CONTRACTOR TOTAL | 1,190,263.94 | 1,218,674.02 | 1,374,574.46 | ||||||||