| REBID |
| ||
| DBE GOAL FED | |||
| Lead Project: 057-02-0028 | |||
| Parish: ACADIA | |||
| Routes: LA 13 | |||
| Description: HIST. PARKERSON AVE. REDEVELOPMENT-FIRST ST. TO COURT CIRCLE | |||
| Type Const:
class ii bc, drain struct, superpave acp, pccp, landscaping, lighting, traffic signals, water and sewer lines, and related work. | |||
| Estimated Construction Cost: $4,518,515.65 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 00568 | MERRICK CONSTRUCTION CO. | $4,989,764.05 |
| 2 | 38299 | K.A.S. CONSTRUCTION LLC | $5,444,898.40 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - MERRICK CONSTRUCTION CO. |
- 2 - K.A.S. CONSTRUCTION LLC |
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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 | 200,000.00 | 200,000.00 | 160,000.00 | 160,000.00 | ||||
| 202-02-C | removal of portland cement concrete pavement | 13,133 | SQYD | 4.00 | 52,532.00 | 15.00 | 196,995.00 | ||||
| 202-02-D | removal of concrete walks & drives | 4,021 | SQYD | 3.75 | 15,078.75 | 12.00 | 48,252.00 | ||||
| 202-02-I | removal of traffic signal equipment | lump | LUMP | 900.00 | 900.00 | 15,000.00 | 15,000.00 | ||||
| 203-05 | excavation & embankment | lump | LUMP | 50,000.00 | 50,000.00 | 400,000.00 | 400,000.00 | ||||
| 204-06 | temporary silt fencing | 400 | LNFT | 0.25 | 100.00 | 4.00 | 1,600.00 | ||||
| 302-01 | class ii base course | 235.1 | CUYD | 80.00 | 18,808.00 | 105.00 | 24,685.50 | ||||
| 302-02-G | class ii base course (5" thick) | 118.0 | SQYD | 10.00 | 1,180.00 | 45.00 | 5,310.00 | ||||
| 302-02-H | class ii base course (9" thick) | 11,378.0 | SQYD | 30.00 | 341,340.00 | 41.00 | 466,498.00 | ||||
| 304-01 | lime | 144.85 | TON | 100.00 | 14,485.00 | 165.00 | 23,900.25 | ||||
| 304-04-D | lime treatment (type d) (12" thick) | 11,496 | SQYD | 0.50 | 5,748.00 | 3.00 | 34,488.00 | ||||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 600.0 | CUYD | 75.00 | 45,000.00 | 85.00 | 51,000.00 | ||||
| 502-01 | superpave asphaltic concrete | 200.0 | TON | 225.00 | 45,000.00 | 150.00 | 30,000.00 | ||||
| 509-01 | cold planing asphaltic pavement | 89 | SQYD | 45.00 | 4,005.00 | 25.00 | 2,225.00 | ||||
| 510-01-B | pavement patching (12" minimum thickness) | 150 | SQYD | 220.00 | 33,000.00 | 75.00 | 11,250.00 | ||||
| 601-01-G | portland cement concrete pavement (8" thick) | 10,338.0 | SQYD | 125.00 | 1,292,250.00 | 80.00 | 827,040.00 | ||||
| 601-01-O | portland cement concrete pavement (12" thick) | 112.0 | SQYD | 95.00 | 10,640.00 | 125.00 | 14,000.00 | ||||
| 701-03-F | storm drain pipe (15" rcp/pcp) | 1,341 | LNFT | 100.00 | 134,100.00 | 65.00 | 87,165.00 | ||||
| 701-03-G | storm drain pipe (18" rcp/pcp) | 267 | LNFT | 105.00 | 28,035.00 | 75.00 | 20,025.00 | ||||
| 701-03-I | storm drain pipe (24" rcp/pcp) | 146 | LNFT | 125.00 | 18,250.00 | 90.00 | 13,140.00 | ||||
| 701-03-M | storm drain pipe (36" rcp/pcp) | 45 | LNFT | 175.00 | 7,875.00 | 200.00 | 9,000.00 | ||||
| 701-07-C | yard drain pipe (8") | 20 | LNFT | 90.00 | 1,800.00 | 50.00 | 1,000.00 | ||||
| 702-02-B | manholes (r-cb-11) | 16 | EACH | 5,000.00 | 80,000.00 | 4,250.00 | 68,000.00 | ||||
| 702-03-A | catch basins (cb-01) | 1 | EACH | 4,000.00 | 4,000.00 | 3,500.00 | 3,500.00 | ||||
| 702-03-C | catch basins (cb-06) | 2 | EACH | 5,000.00 | 10,000.00 | 5,500.00 | 11,000.00 | ||||
| 702-03-G | catch basins (cb-09) | 30 | EACH | 4,000.00 | 120,000.00 | 5,875.00 | 176,250.00 | ||||
| 702-04-A | adjusting manholes | 3 | EACH | 2,000.00 | 6,000.00 | 1,850.00 | 5,550.00 | ||||
| 703-03 | perforated pipe underdrains | 1,578 | LNFT | 12.00 | 18,936.00 | 12.00 | 18,936.00 | ||||
| 703-04 | nonperforated pipe underdrains | 300 | LNFT | 100.00 | 30,000.00 | 13.00 | 3,900.00 | ||||
| 706-01-A | concrete walk (4" thick) | 4,215.0 | SQYD | 50.00 | 210,750.00 | 55.00 | 231,825.00 | ||||
| 706-02-C | concrete drive (6" thick) | 158.5 | SQYD | 60.00 | 9,510.00 | 85.00 | 13,472.50 | ||||
| 707-01 | concrete curb | 4,942.3 | LNFT | 15.00 | 74,134.50 | 12.00 | 59,307.60 | ||||
| 707-03 | combination concrete curb & gutter | 306.6 | LNFT | 35.00 | 10,731.00 | 38.00 | 11,650.80 | ||||
| 710-01 | flowable fill | 750 | CUYD | 100.00 | 75,000.00 | 95.00 | 71,250.00 | ||||
| 713-01 | temporary signs & barricades | lump | LUMP | 250,000.00 | 250,000.00 | 150,000.00 | 150,000.00 | ||||
| 713-03-A | temporary pavement markings (broken line)(4" width)(4' length) |
0.152 | MILE | 400.00 | 60.80 | 15,000.00 | 2,280.00 | ||||
| 713-03-A-01 | temporary pvmt. markings (broken line)(4" w)(4' l) (type i removable) |
0.152 | MILE | 4,000.00 | 608.00 | 4,500.00 | 684.00 | ||||
| 713-04-A-01 | temporary pavement markings (solid line)(4" width) (type i removable) |
1.218 | MILE | 16,000.00 | 19,488.00 | 16,500.00 | 20,097.00 | ||||
| 714-01 | slab sodding | 1,435 | SQYD | 4.00 | 5,740.00 | 4.00 | 5,740.00 | ||||
| 719-01-A | plants (drake elm, ulmus parvifolia "drake", 3.5"-4" cal, full canopy, b&b) |
20 | EACH | 600.00 | 12,000.00 | 550.00 | 11,000.00 | ||||
| 719-01-B | plants (windmill palm, trachycarpus fortunei, 8'-9' ht, 50 gal container) |
27 | EACH | 500.00 | 13,500.00 | 2,500.00 | 67,500.00 | ||||
| 719-01-C | plants ("big blue liriope, liriope muscari "big blue", 4" pot, spaced 12" o.c.) |
1,410 | EACH | 4.00 | 5,640.00 | 2.50 | 3,525.00 | ||||
| 719-02 | top dressing mulch (3" depth) | 156 | SQYD | 10.00 | 1,560.00 | 10.00 | 1,560.00 | ||||
| 719-03 | bed preparation (12" depth) | 156 | SQYD | 27.00 | 4,212.00 | 15.00 | 2,340.00 | ||||
| 726-01 | bedding material | 227.0 | CUYD | 50.00 | 11,350.00 | 45.00 | 10,215.00 | ||||
| 727-01 | mobilization | lump | LUMP | 490,000.00 | 490,000.00 | 520,000.00 | 520,000.00 | ||||
| 730-01 | trenching and backfilling | 4,500 | LNFT | 6.50 | 29,250.00 | 6.00 | 27,000.00 | ||||
| 730-02-A | conduit with conductors (2" empty with #10 pull wire) | 1,800 | LNFT | 6.00 | 10,800.00 | 4.00 | 7,200.00 | ||||
| 730-02-B | conduit with conductors (4" empty with #10 pull wire) | 3,200 | LNFT | 9.00 | 28,800.00 | 7.50 | 24,000.00 | ||||
| 730-02-C | conduit with conductors (8" empty with #8 pull wire) | 273 | LNFT | 20.00 | 5,460.00 | 17.00 | 4,641.00 | ||||
| 730-08-A | electrical service point (second st pad) | 1 | EACH | 3,375.00 | 3,375.00 | 2,600.00 | 2,600.00 | ||||
| 730-08-B | electrical service point (fourth st pad) | 1 | EACH | 3,375.00 | 3,375.00 | 2,700.00 | 2,700.00 | ||||
| 730-16-A | underground junction box (type j junction box) | 16 | EACH | 2,700.00 | 43,200.00 | 4,400.00 | 70,400.00 | ||||
| 730-16-B | underground junction box (type h handhole) | 8 | EACH | 3,200.00 | 25,600.00 | 5,250.00 | 42,000.00 | ||||
| 732-01-C | plastic pavement striping (8" width) | 1,100 | LNFT | 1.00 | 1,100.00 | 1.25 | 1,375.00 | ||||
| 732-01-E | plastic pavement striping (24" width) | 123 | LNFT | 3.50 | 430.50 | 4.00 | 492.00 | ||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 2.300 | MILE | 2,400.00 | 5,520.00 | 2.50 | 5.75 | ||||
| 732-04-F | plastic pavement legends & symbols (handicap) | 6 | EACH | 160.00 | 960.00 | 195.00 | 1,170.00 | ||||
| 732-05 | removal of existing markings (sta 6+72 to 16+36) | 0.183 | MILE | 7,000.00 | 1,281.00 | 8,500.00 | 1,555.50 | ||||
| 740-01 | construction layout | lump | LUMP | 250,000.00 | 250,000.00 | 105,000.00 | 105,000.00 | ||||
| 740-02 | utility oversight and coordination | lump | LUMP | 200,000.00 | 200,000.00 | 75,000.00 | 75,000.00 | ||||
| 741-01-A | water main (2" pvc) | 1,003 | LNFT | 13.00 | 13,039.00 | 12.00 | 12,036.00 | ||||
| 741-01-B | water main (1" pvc) | 202 | LNFT | 12.00 | 2,424.00 | 11.00 | 2,222.00 | ||||
| 741-05-A | water service line (3/4" pvc) | 544 | LNFT | 11.00 | 5,984.00 | 9.00 | 4,896.00 | ||||
| 741-11 | adjusting water valve and meter box | 10 | EACH | 35.00 | 350.00 | 750.00 | 7,500.00 | ||||
| 742-01 | sanitary sewer pipe (6" sdr 26 pvc) | 2,491 | LNFT | 25.00 | 62,275.00 | 27.00 | 67,257.00 | ||||
| S-001 | sawcut (per 1" depth) | 21,562 | LNFT | 1.25 | 26,952.50 | 3.00 | 64,686.00 | ||||
| S-002-A | column foundation (type b) | 32 | EACH | 800.00 | 25,600.00 | 1,800.00 | 57,600.00 | ||||
| S-002-B | column foundation (type c) | 4 | EACH | 3,000.00 | 12,000.00 | 2,100.00 | 8,400.00 | ||||
| S-003 | furnish and install 18" x 2' bolt-down trench frame and cover |
84 | EACH | 500.00 | 42,000.00 | 700.00 | 58,800.00 | ||||
| S-004 | root barrier | 840 | LNFT | 10.00 | 8,400.00 | 9.00 | 7,560.00 | ||||
| S-005-A | concrete pavers (2-3/8" holland stone i) | 1,003.5 | SQYD | 75.00 | 75,262.50 | 185.00 | 185,647.50 | ||||
| S-005-B | concrete pavers (2-3/8" holland stone ii) | 1,085.1 | SQYD | 75.00 | 81,382.50 | 190.00 | 206,169.00 | ||||
| S-006 | concrete stencils | 1,341.6 | SQYD | 60.00 | 80,496.00 | 140.00 | 187,824.00 | ||||
| S-007-A | clean mainline | 720 | LNFT | 2.50 | 1,800.00 | 2.75 | 1,980.00 | ||||
| S-007-B | tv mainline | 720 | LNFT | 3.25 | 2,340.00 | 3.75 | 2,700.00 | ||||
| S-008 | 6" x 6" wye cleanout | 40 | EACH | 350.00 | 14,000.00 | 850.00 | 34,000.00 | ||||
| S-009-A | internal repair 14" sewer line | 720 | LNFT | 63.00 | 45,360.00 | 75.00 | 54,000.00 | ||||
| S-009-B | reconnect sewer services | 40 | EACH | 100.00 | 4,000.00 | 125.00 | 5,000.00 | ||||
| S-010 | extra excavation to lower service 2 to 6 ft | 740 | LNFT | 20.00 | 14,800.00 | 40.00 | 29,600.00 | ||||
| S-011 | select backfill for sewer services | 655 | CUYD | 25.00 | 16,375.00 | 45.00 | 29,475.00 | ||||
| S-012 | excavate for service line defect (to determine origin) | 9 | EACH | 350.00 | 3,150.00 | 2,500.00 | 22,500.00 | ||||
| S-013 | sewer service riser | 6 | EACH | 1,000.00 | 6,000.00 | 750.00 | 4,500.00 | ||||
| S-014 | backflow preventer and valve(3") | 1 | EACH | 19,100.00 | 19,100.00 | 2,850.00 | 2,850.00 | ||||
| S-015 | quick connect water valve | 27 | EACH | 525.00 | 14,175.00 | 1,200.00 | 32,400.00 | ||||
| S-016 | dynamic message sign | 4 | EACH | 5,000.00 | 20,000.00 | 19,500.00 | 78,000.00 | ||||
| CONTRACTOR TOTAL | 4,989,764.05 | 5,444,898.40 | |||||||||