| |||
| DBE GOAL FED | |||
| Lead Project: 454-02-0062 | |||
| Parish: LIVINGSTON | |||
| Routes: I-12, LA 3002 | |||
| Description: INTERCHANGE IMPROVEMENTS IN DENHAM SPRINGS & WALKER | |||
| Type Const:
grading, drainage structures, class ii base course, superpave asphaltic concrete pavement, portland cement concrete pavement, and related work. | |||
| Estimated Construction Cost: $3,958,366.27 | |||
| Maximum Number of Days Allowed for Construction: 250 | |||
| Calculated Daily User Cost: $5,000.00 | |||
| Rank | License | Bidder | Construction Bid | Bidder's Proposed Contract Time | Life Cycle Cost | Total Bid |
|---|---|---|---|---|---|---|
| 1 | 14807 | RICHARD PRICE CONTRACTING CO, LLC | $4,838,209.52 | 250 | $0.00 | $6,088,209.52 |
| 2 | 00046 | BARBER BROS. CONTRACTING CO., L.L.C | $5,887,452.40 | 200 | $0.00 | $6,887,452.40 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - RICHARD PRICE CONTRACTING CO, LLC |
- 2 - BARBER BROS. CONTRACTING 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 | 65,000.00 | 65,000.00 | 120,000.00 | 120,000.00 | ||||
| 202-01 | removal of structures & obstructions | lump | LUMP | 65,000.00 | 65,000.00 | 25,000.00 | 25,000.00 | ||||
| 202-02-C | removal of portland cement concrete pavement | 835 | SQYD | 15.40 | 12,859.00 | 60.00 | 50,100.00 | ||||
| 202-02-E | removal of concrete curbs | 1,660.0 | LNFT | 15.00 | 24,900.00 | 16.00 | 26,560.00 | ||||
| 202-02-G | removal of surfacing & stabilized base | 17,212.4 | SQYD | 5.50 | 94,668.20 | 12.00 | 206,548.80 | ||||
| 202-02-H | removal of guard rail | 514 | LNFT | 5.00 | 2,570.00 | 6.00 | 3,084.00 | ||||
| 202-02-I | removal of shoulder underdrain system | 2,197 | LF | 20.00 | 43,940.00 | 6.00 | 13,182.00 | ||||
| 202-02-J-01 | removal of headwalls (sta. 87+00, lt; 4' x 4' rcb) | 1 | EACH | 1,500.00 | 1,500.00 | 5,000.00 | 5,000.00 | ||||
| 202-02-J-02 | removal of headwalls (sta. 87+00, rt; 4' x 4' rcb) | 1 | EACH | 1,500.00 | 1,500.00 | 5,000.00 | 5,000.00 | ||||
| 202-02-J-03 | removal of headwalls (sta. 95+00, lt; 18" rcp) | 1 | EACH | 1,000.00 | 1,000.00 | 2,500.00 | 2,500.00 | ||||
| 202-02-J-04 | removal of headwalls (sta. 99+00, lt; 4' x 4' rcb) | 1 | EACH | 1,500.00 | 1,500.00 | 5,000.00 | 5,000.00 | ||||
| 202-02-J-05 | removal of headwalls (sta. 99+00, rt; 4' x 4' rcb) | 1 | EACH | 1,500.00 | 1,500.00 | 5,000.00 | 5,000.00 | ||||
| 202-02-J-06 | removal of headwalls (sta. 119+00, lt; 18" rcp) | 1 | EACH | 1,000.00 | 1,000.00 | 2,500.00 | 2,500.00 | ||||
| 202-02-J-07 | removal of headwalls (sta. 123+00, lt; 36" eq. rcpa) | 1 | EACH | 1,500.00 | 1,500.00 | 2,500.00 | 2,500.00 | ||||
| 202-02-K | removal of existing traffic signal pole | 1 | EACH | 6,000.00 | 6,000.00 | 5,000.00 | 5,000.00 | ||||
| 203-06 | excavation & embankment | lump | LUMP | 160,000.00 | 160,000.00 | 200,000.00 | 200,000.00 | ||||
| 203-08 | borrow (vehicular measurement) | 179 | CUYD | 18.00 | 3,222.00 | 30.00 | 5,370.00 | ||||
| 204-05-A | temporary sediment check dams (hay) | 7 | EACH | 200.00 | 1,400.00 | 500.00 | 3,500.00 | ||||
| 204-06 | temporary silt fencing | 16,415 | LNFT | 1.75 | 28,726.25 | 1.50 | 24,622.50 | ||||
| 302-02-B | class ii base course (8 1/2" thick) | 29,246.8 | SQYD | 22.00 | 643,429.60 | 30.00 | 877,404.00 | ||||
| 304-01 | lime | 104.86 | TON | 149.00 | 15,624.14 | 160.00 | 16,777.60 | ||||
| 304-04-D | lime treatment (type d) (12" thick) | 4,755 | SQYD | 3.00 | 14,265.00 | 4.00 | 19,020.00 | ||||
| 502-01 | superpave asphaltic concrete | 2,141.9 | TON | 147.00 | 314,859.30 | 95.00 | 203,480.50 | ||||
| 509-01 | cold planing asphaltic pavement | 600 | SQYD | 13.50 | 8,100.00 | 10.00 | 6,000.00 | ||||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 25 | CUYD | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| 601-01-K | portland cement concrete pavement (10" thick) | 19,022.1 | SQYD | 76.00 | 1,445,679.60 | 80.00 | 1,521,768.00 | ||||
| 601-04 | portland cement concrete pavement coring | 25 | EACH | 150.00 | 3,750.00 | 200.00 | 5,000.00 | ||||
| 602-02-A | cleaning and resealing existing longitudinal pavement joints |
2,800 | LNFT | 3.50 | 9,800.00 | 2.00 | 5,600.00 | ||||
| 602-02-B | cleaning and resealing existing transverse pavement joints |
2,700 | LNFT | 3.50 | 9,450.00 | 3.00 | 8,100.00 | ||||
| 602-03 | cleaning and sealing random cracks | 2,800 | LNFT | 3.30 | 9,240.00 | 5.00 | 14,000.00 | ||||
| 701-03-G | storm drain pipe (18" rcp/pcp) | 520 | LNFT | 37.00 | 19,240.00 | 90.00 | 46,800.00 | ||||
| 701-04-H | storm drain pipe arch (48" equiv. rcpa) | 538 | LNFT | 146.00 | 78,548.00 | 180.00 | 96,840.00 | ||||
| 701-04-I | storm drain pipe arch (54" equiv. rcpa) | 60 | LNFT | 178.00 | 10,680.00 | 300.00 | 18,000.00 | ||||
| 701-10-F | reinforced concrete pipe (extension)(15") | 4 | LNFT | 143.00 | 572.00 | 600.00 | 2,400.00 | ||||
| 701-10-G | reinforced concrete pipe (extension)(18") | 12 | LNFT | 150.00 | 1,800.00 | 350.00 | 4,200.00 | ||||
| 701-10-M | reinforced concrete pipe (extension)(36") | 12 | LNFT | 216.00 | 2,592.00 | 500.00 | 6,000.00 | ||||
| 701-15 | concrete collar | 5 | EACH | 1,200.00 | 6,000.00 | 1,000.00 | 5,000.00 | ||||
| 702-02-C | manholes (r-cb-11 mod) | 1 | EACH | 4,500.00 | 4,500.00 | 6,000.00 | 6,000.00 | ||||
| 702-03-A | catch basins (cb-01) | 1 | EACH | 3,200.00 | 3,200.00 | 2,500.00 | 2,500.00 | ||||
| 702-03-B | catch basins (cb-02) | 6 | EACH | 4,546.00 | 27,276.00 | 5,000.00 | 30,000.00 | ||||
| 702-04-A | adjusting manholes | 1 | EACH | 2,800.00 | 2,800.00 | 3,500.00 | 3,500.00 | ||||
| 703-01 | shoulder underdrain systems | 3,989 | LNFT | 8.00 | 31,912.00 | 10.00 | 39,890.00 | ||||
| 703-02 | shoulder outlet underdrains | 11 | EACH | 500.00 | 5,500.00 | 500.00 | 5,500.00 | ||||
| 704-01-A | guard rail (single thrie beam)(3'-1 1/2" post spacing) | 100.0 | LNFT | 50.00 | 5,000.00 | 52.00 | 5,200.00 | ||||
| 704-01-C | guard rail (double thrie beam)(3'-1 1/2" post spacing) | 175.0 | LNFT | 61.00 | 10,675.00 | 62.00 | 10,850.00 | ||||
| 704-03 | blocked out guard rail | 625.0 | LNFT | 23.35 | 14,593.75 | 24.00 | 15,000.00 | ||||
| 704-06 | guard rail anchor sections (trailing end) | 12.5 | LNFT | 71.50 | 893.75 | 85.00 | 1,062.50 | ||||
| 704-06-A | guard rail anchor sections (trailing end)(single thrie beam) |
18.8 | LNFT | 82.50 | 1,551.00 | 110.00 | 2,068.00 | ||||
| 704-08-B | guard rail transitions (double thrie beam) | 50.0 | LNFT | 60.50 | 3,025.00 | 70.00 | 3,500.00 | ||||
| 704-11-A | guard rail end treatment (flared) | 4 | EACH | 2,200.00 | 8,800.00 | 2,500.00 | 10,000.00 | ||||
| 704-11-B | guard rail end treatment (tangent) | 3 | EACH | 2,700.00 | 8,100.00 | 4,000.00 | 12,000.00 | ||||
| 706-03-A | incidental concrete paving (4" thick) | 87.5 | SQYD | 37.00 | 3,237.50 | 60.00 | 5,250.00 | ||||
| 707-01 | concrete curb | 20.0 | LNFT | 27.00 | 540.00 | 120.00 | 2,400.00 | ||||
| 712-01-A | concrete cast-in-place revetment (4" thick) | 493 | SQYD | 82.50 | 40,672.50 | 75.00 | 36,975.00 | ||||
| 713-01 | temporary signs & barricades | lump | LUMP | 75,000.00 | 75,000.00 | 100,000.00 | 100,000.00 | ||||
| 713-04-A-01 | temporary pvmt. markings (broken line)(4" w)(4' l) (type i removable) |
1.810 | MILE | 2,000.00 | 3,620.00 | 600.00 | 1,086.00 | ||||
| 713-05-A-01 | temporary pavement markings (solid line)(4" width) (type i removable) |
5.100 | MILE | 16,000.00 | 81,600.00 | 18,000.00 | 91,800.00 | ||||
| 713-05-C-01 | temporary pavement markings (broken line)(8" width) (type i removable) |
0.015 | MILE | 4,000.00 | 60.00 | 2,800.00 | 42.00 | ||||
| 713-08 | temporary precast concrete barrier (contractor furnished) |
150 | EACH | 1,100.00 | 165,000.00 | 1,800.00 | 270,000.00 | ||||
| 713-09 | temporary precast concrete barrier (department furnished) |
250 | EACH | 295.00 | 73,750.00 | 1,000.00 | 250,000.00 | ||||
| 722-01 | project site laboratory | 1 | EACH | 15,000.00 | 15,000.00 | 15,000.00 | 15,000.00 | ||||
| 727-01 | mobilization | lump | LUMP | 367,500.00 | 367,500.00 | 550,000.00 | 550,000.00 | ||||
| 729-06 | sign (overhead mounted) | 535.0 | SQFT | 30.25 | 16,183.75 | 40.00 | 21,400.00 | ||||
| 729-09 | mounting (overhead truss)(ground mounted) | 1 | EACH | 83,859.00 | 83,859.00 | 75,000.00 | 75,000.00 | ||||
| 729-11 | mounting (overhead cantilever)(ground mounted) | 1 | EACH | 32,885.00 | 32,885.00 | 35,000.00 | 35,000.00 | ||||
| 729-16-B | object marker assembly (type 2) | 9 | EACH | 77.00 | 693.00 | 75.00 | 675.00 | ||||
| 729-20 | footings for overhead mountings (overhead cantilever) | 1 | EACH | 20,000.00 | 20,000.00 | 25,000.00 | 25,000.00 | ||||
| 729-20-A | footings for overhead mountings (overhead truss) | 2 | EACH | 20,000.00 | 40,000.00 | 30,000.00 | 60,000.00 | ||||
| 730-15 | relocate light poles (40' mounting height)(single arm ground mount) |
1 | EACH | 3,500.00 | 3,500.00 | 3,500.00 | 3,500.00 | ||||
| 731-01 | nonreflectorized raised pavement markers | 11 | EACH | 16.00 | 176.00 | 16.00 | 176.00 | ||||
| 731-02 | reflectorized raised pavement markers | 1,038 | EACH | 6.60 | 6,850.80 | 6.75 | 7,006.50 | ||||
| 732-01-E | plastic pavement striping (24" width) | 1,090 | LNFT | 3.86 | 4,207.40 | 4.00 | 4,360.00 | ||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 5.744 | MILE | 2,380.00 | 13,670.72 | 2,500.00 | 14,360.00 | ||||
| 732-02-C | plastic pavement striping (solid line) (8" width) | 1.717 | MILE | 4,760.00 | 8,172.92 | 5,000.00 | 8,585.00 | ||||
| 732-03-A-01 | plastic pvmt striping (broken line)(4"width)preformed marking tape (type v) |
3.360 | MILE | 4,356.00 | 14,636.16 | 4,500.00 | 15,120.00 | ||||
| 732-03-C-01 | plastic pvmt striping (broken line)(8"width)preformed marking tape (type v) |
0.357 | MILE | 8,712.00 | 3,110.18 | 9,000.00 | 3,213.00 | ||||
| 732-04-A | plastic pavement legends & symbols (arrow) | 35 | EACH | 171.00 | 5,985.00 | 175.00 | 6,125.00 | ||||
| 732-04-C | plastic pavement legends & symbols (only) | 12 | EACH | 182.00 | 2,184.00 | 200.00 | 2,400.00 | ||||
| 732-04-F | plastic pavement legends & symbols (exit) | 3 | EACH | 215.00 | 645.00 | 220.00 | 660.00 | ||||
| 732-04-G | plastic pavement legends & symbols (wb i-12) | 2 | EACH | 235.00 | 470.00 | 250.00 | 500.00 | ||||
| 732-04-H | plastic pavement legends & symbols (ok) | 2 | EACH | 200.00 | 400.00 | 250.00 | 500.00 | ||||
| 732-05 | removal of existing markings | 3.500 | MILE | 6,270.00 | 21,945.00 | 6,500.00 | 22,750.00 | ||||
| 736-10 | underground junction box | 12 | EACH | 550.00 | 6,600.00 | 600.00 | 7,200.00 | ||||
| 739-01 | hydro-seeding | 4.52 | ACRE | 935.00 | 4,226.20 | 1,500.00 | 6,780.00 | ||||
| 740-01 | construction layout | lump | LUMP | 52,000.00 | 52,000.00 | 20,000.00 | 20,000.00 | ||||
| 744-01 | traffic control management | lump | LUMP | 28,000.00 | 28,000.00 | 65,000.00 | 65,000.00 | ||||
| 805-01-B | class a concrete (box culvert headwalls) | 22.96 | CUYD | 1,100.00 | 25,256.00 | 1,200.00 | 27,552.00 | ||||
| 805-12-E | reinforced concrete box culverts (4'x 4') | 60.0 | LNFT | 775.00 | 46,500.00 | 350.00 | 21,000.00 | ||||
| 806-01 | deformed reinforcing steel | 1,634 | LB | 1.20 | 1,960.80 | 2.50 | 4,085.00 | ||||
| S-002 | dynamic message sign unit | 4 | EACH | 10,000.00 | 40,000.00 | 25,000.00 | 100,000.00 | ||||
| S-003 | rumble strips (ground-in) | 1.3 | MILE | 1,100.00 | 1,430.00 | 1,200.00 | 1,560.00 | ||||
| S-004 | saw cutting of portland cement concrete pavement and/or asphaltic concrete pavement (full-depth) |
1,558.0 | LNFT | 17.00 | 26,486.00 | 8.00 | 12,464.00 | ||||
| S-005 | pier protection system | 2 | EACH | 24,000.00 | 48,000.00 | 100,000.00 | 200,000.00 | ||||
| S-006 | remove and relocate sign posts and footings | 8 | EACH | 20,350.00 | 162,800.00 | 3,000.00 | 24,000.00 | ||||
| S-007 | video detection system | 1 | EACH | 50,155.00 | 50,155.00 | 55,000.00 | 55,000.00 | ||||
| ITEM TOTAL (CONSTRUCTION BID) | 4,838,209.52 | 5,887,452.40 | |||||||||
| NUMBER OF DAYS BID AT $5,000 PER DAY. | 1,250,000.00 | 1,000,000.00 | |||||||||
| LIFE CYCLE COST | |||||||||||
| TOTAL BID | 6,088,209.52 | 6,887,452.40 | |||||||||