| READV |
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| DBE GOAL FED | |||
| Lead Project: 742-07-0084 | |||
| Parish: RAPIDES | |||
| Routes: | |||
| Description: RECONSTRUCTION OF HEYMAN LANE (COLISEUM BLVD.- CASTLE ROAD) | |||
| Type Const:
c & g, grading, drainage structures, class ii base course, lime treatment, superpave asphaltic concrete pavement, pccp, traffic signalization, and related work. | |||
| Estimated Construction Cost: $3,950,447.93 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 00568 | MERRICK CONSTRUCTION CO. | $4,731,596.20 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - MERRICK CONSTRUCTION CO. |
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|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing and grubbing | lump | lump | 25,000.00 | 25,000.00 | ||||||
| 202-01 | removal of structures & obstructions | lump | lump | 100,000.00 | 100,000.00 | ||||||
| 202-02-C | removal of portland cement concrete pavement | 1,670 | sq m | 5.00 | 8,350.00 | ||||||
| 202-02-D | removal of concrete walks & drives | 1,570 | sq m | 5.00 | 7,850.00 | ||||||
| 202-02-E | removal of concrete curbs | 388.4 | ln m | 5.00 | 1,942.00 | ||||||
| 202-02-F | removal of concrete combination curb & gutter | 37.3 | ln m | 10.00 | 373.00 | ||||||
| 202-02-G | removal of surfacing & stabilized base | 9,305.0 | sq m | 5.00 | 46,525.00 | ||||||
| 202-02-I | removal of asphaltic concrete drives | 371 | sq m | 5.00 | 1,855.00 | ||||||
| 203-01 | general excavation | 9,764 | cu m | 7.00 | 68,348.00 | ||||||
| 203-03 | muck excavation | 500 | cu m | 0.00 | 0.00 | ||||||
| 203-04 | embankment | 969 | cu m | 15.00 | 14,535.00 | ||||||
| 204-02 | temporary hay or straw bales | 579 | ea | 1.00 | 579.00 | ||||||
| 204-06 | temporary silt fencing | 1,077 | ln m | 1.00 | 1,077.00 | ||||||
| 302-02-E | class ii base course (200 mm thick) (stone) | 15,804.0 | sq m | 25.00 | 395,100.00 | ||||||
| 304-01 | lime | 216.75 | Mg | 75.00 | 16,256.25 | ||||||
| 304-04-B | lime treatment (type d) (220 mm thick) | 15,804 | sq m | 0.50 | 7,902.00 | ||||||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 500.0 | cu m | 60.00 | 30,000.00 | ||||||
| 502-01 | superpave asphaltic concrete | 126.0 | Mg | 300.00 | 37,800.00 | ||||||
| 601-01-G | portland cement concrete pavement (200 mm thick) | 14,510.5 | sq m | 100.00 | 1,451,050.00 | ||||||
| 601-04 | portland cement concrete pavement coring | 35 | ea | 100.00 | 3,500.00 | ||||||
| 701-02-H | cross drain pipe arch (1200 mm equiv. rcpa) | 62.0 | ln m | 600.00 | 37,200.00 | ||||||
| 701-03-F | storm drain pipe (375 mm rcp) | 531.9 | ln m | 155.00 | 82,444.50 | ||||||
| 701-03-G | storm drain pipe (450 mm rcp) | 249.3 | ln m | 190.00 | 47,367.00 | ||||||
| 701-03-I | storm drain pipe (600 mm rcp) | 137.0 | ln m | 250.00 | 34,250.00 | ||||||
| 701-03-K | storm drain pipe (750 mm rcp) | 186.9 | ln m | 300.00 | 56,070.00 | ||||||
| 701-03-M | storm drain pipe (900 mm rcp) | 182.2 | ln m | 390.00 | 71,058.00 | ||||||
| 701-03-P | storm drain pipe (1350 mm rcp) | 477.5 | ln m | 928.50 | 443,358.75 | ||||||
| 701-04-A | storm drain pipe arch (375 mm equiv. rcpa) | 18.4 | ln m | 170.00 | 3,128.00 | ||||||
| 701-04-B | storm drain pipe arch (450 mm equiv. rcpa) | 10.2 | ln m | 175.00 | 1,785.00 | ||||||
| 701-04-E | storm drain pipe arch (750 mm equiv. rcpa) | 105.8 | ln m | 285.00 | 30,153.00 | ||||||
| 701-07-C | yard drain pipe (200 mm) | 79.6 | ln m | 85.00 | 6,766.00 | ||||||
| 701-07-E | yard drain pipe (300 mm) | 14.0 | ln m | 95.00 | 1,330.00 | ||||||
| 701-09 | fabricating pipe fittings (375 mm x 300 mm x 375 mm) | 3 | ea | 750.00 | 2,250.00 | ||||||
| 702-03-B-01 | catch basin special design cb-2 | 5 | ea | 4,000.00 | 20,000.00 | ||||||
| 702-03-I | catch basin special design cb-13 (s.s.) | 3 | ea | 4,200.00 | 12,600.00 | ||||||
| 702-03-J | catch basin special design cb-14 (s.s.) | 19 | ea | 4,800.00 | 91,200.00 | ||||||
| 702-03-K | catch basin special design cb-14 (d.s.) | 15 | ea | 6,700.00 | 100,500.00 | ||||||
| 702-03-L | catch basin special design cb-15 (s.s.) | 5 | ea | 5,800.00 | 29,000.00 | ||||||
| 702-03-M | catch basin special design cb-15 (d.s.) | 5 | ea | 7,800.00 | 39,000.00 | ||||||
| 702-03-N | catch basin special design cb-16 (s.s.) | 2 | ea | 4,200.00 | 8,400.00 | ||||||
| 702-03-O | catch basin special design cb-16 (d.s.) | 1 | ea | 6,800.00 | 6,800.00 | ||||||
| 702-03-P | catch basin special design cb-17 | 12 | ea | 650.00 | 7,800.00 | ||||||
| 702-03-Q | catch basin special design cb-19 | 3 | ea | 4,000.00 | 12,000.00 | ||||||
| 702-03-S | catch basin special design cb-20 | 3 | ea | 4,000.00 | 12,000.00 | ||||||
| 702-03-T | catch basin special design cb-22 | 2 | ea | 6,500.00 | 13,000.00 | ||||||
| 702-04-A | adjusting manholes | 9 | ea | 800.00 | 7,200.00 | ||||||
| 702-07-B | cross drain safety end (type 2) | 4 | ea | 2,500.00 | 10,000.00 | ||||||
| 705-05-C | double swinging driveway gates (1800 mm height) | 4 | dbgt | 100.00 | 400.00 | ||||||
| 706-01-A | concrete walk (100 mm thick) | 2,514.8 | sq m | 35.00 | 88,018.00 | ||||||
| 706-02-C | concrete drive (150 mm thick) | 1,292.7 | sq m | 45.00 | 58,171.50 | ||||||
| 707-01 | concrete curb | 2,475.1 | ln m | 25.00 | 61,877.50 | ||||||
| 713-01 | temporary signs & barricades | lump | lump | 150,000.00 | 150,000.00 | ||||||
| 713-03-C | temporary pavement markings (200 mm width) | 86 | ln m | 2.50 | 215.00 | ||||||
| 713-03-D | temporary pavement markings (300 mm width) | 790 | ln m | 3.75 | 2,962.50 | ||||||
| 713-03-E | temporary pavement markings (600 mm width) | 128 | ln m | 7.50 | 960.00 | ||||||
| 713-05-A-01 | temporary pavement markings (solid line) (100 mm width) (type 1 removable) |
5.379 | km | 9,850.00 | 52,983.15 | ||||||
| 713-06-A | temporary pavement legends and symbols (arrow) | 7 | ea | 55.00 | 385.00 | ||||||
| 713-06-B | temporary pavement legends and symbols (double arrow) | 1 | ea | 70.00 | 70.00 | ||||||
| 713-06-C | temporary pavement legends and symbols (only) | 4 | ea | 55.00 | 220.00 | ||||||
| 714-01 | slab sodding | 7,337 | sq m | 2.50 | 18,342.50 | ||||||
| 717-01 | seeding | 64 | kg | 7.50 | 480.00 | ||||||
| 718-01 | fertilizer | 918 | kg | 0.50 | 459.00 | ||||||
| 718-02 | agricultural lime | 6.8 | Mg | 25.00 | 170.00 | ||||||
| 722-01 | project site laboratory | 1 | ea | 5,000.00 | 5,000.00 | ||||||
| 726-01 | bedding material | 1,123.0 | cu m | 25.00 | 28,075.00 | ||||||
| 727-01 | mobilization | lump | lump | 470,000.00 | 470,000.00 | ||||||
| 731-02 | reflectorized raised pavement markers | 462 | ea | 5.50 | 2,541.00 | ||||||
| 732-01-C-01 | plastic pvmt striping (200 mm width) preformed marking tape (type v) |
86 | ln m | 20.00 | 1,720.00 | ||||||
| 732-01-D-01 | plastic pvmt striping (300 mm width) preformed marking tape (type v) |
790 | ln m | 29.00 | 22,910.00 | ||||||
| 732-01-E-01 | plastic pvmt striping (600 mm width) preformed marking tape (type v) |
128 | ln m | 60.00 | 7,680.00 | ||||||
| 732-02-A-01 | plast pvmt striping (solid line) (100 mm width) preformed marking tape (type v) |
5.379 | km | 9,850.00 | 52,983.15 | ||||||
| 732-04-A | plastic pavement legends & symbols (arrow) | 7 | each | 135.00 | 945.00 | ||||||
| 732-04-B | plastic pavement legends & symbols (double arrow) | 1 | each | 200.00 | 200.00 | ||||||
| 732-04-C | plastic pavement legends & symbols (only) | 4 | each | 150.00 | 600.00 | ||||||
| 735-01 | mailboxes | 38 | ea | 1.00 | 38.00 | ||||||
| 735-02 | mailbox supports (single) | 36 | ea | 130.00 | 4,680.00 | ||||||
| 735-03 | mailbox supports (double) | 1 | ea | 190.00 | 190.00 | ||||||
| 736-01 | trenching and backfilling | 45 | ln m | 12.00 | 540.00 | ||||||
| 736-04-A | signal support (new pedestrian signal support pedastal) | 1 | ea | 1,500.00 | 1,500.00 | ||||||
| 736-04-B | signal support (relocate existing pedestrain signal support pedastal) |
1 | ea | 1,000.00 | 1,000.00 | ||||||
| 736-04-C | signal support (remove & salvage existing strain pole) | 2 | ea | 1,200.00 | 2,400.00 | ||||||
| 736-04-D | signal support (new 7.9 m strain pole) | 2 | ea | 7,000.00 | 14,000.00 | ||||||
| 736-05-A | signal heads (3-section) (relocate existing heads) | 6 | ea | 350.00 | 2,100.00 | ||||||
| 736-05-B | signal heads (5-section) (relocate existing heads) | 2 | ea | 500.00 | 1,000.00 | ||||||
| 736-05-C | signal heads (2-section) (relocate existing heads) | 2 | ea | 300.00 | 600.00 | ||||||
| 736-06 | signal service | 1 | ea | 1,000.00 | 1,000.00 | ||||||
| 736-08-A | signal controller - relocate existing | 1 | ea | 3,000.00 | 3,000.00 | ||||||
| 736-09 | loop detector | 140 | ln m | 46.00 | 6,440.00 | ||||||
| 736-10 | underground junction box | 2 | ea | 500.00 | 1,000.00 | ||||||
| 736-11-A | conduit (12.5 mm rigid galvanized steel) | 4 | ln m | 10.00 | 40.00 | ||||||
| 736-11-B | conduit (25 mm rigid galvanized steel) | 35 | ln m | 12.50 | 437.50 | ||||||
| 736-11-C | conduit (50 mm rigid galvanized steel) | 10 | ln m | 23.00 | 230.00 | ||||||
| 736-11-D | conduit (75 mm rigid galvanized steel) | 15 | ln m | 35.00 | 525.00 | ||||||
| 736-12-A | conductor (#8 thwn copper str.) | 5 | ln m | 3.00 | 15.00 | ||||||
| 736-12-B | conductor (#6 thwn copper str.) | 50 | ln m | 5.00 | 250.00 | ||||||
| 736-13-A | cable (2c #14 str. imsa 50-2) | 135 | ln m | 4.00 | 540.00 | ||||||
| 736-13-B | cable (6c #14 str. imsa 20-1) | 350 | ln m | 5.50 | 1,925.00 | ||||||
| 736-13-C | cable (8c #14 str. imsa 20-1) | 100 | ln m | 7.50 | 750.00 | ||||||
| 740-01 | construction layout | lump | lump | 125,000.00 | 125,000.00 | ||||||
| 744-01 | traffic control management | lump | lump | 125,000.00 | 125,000.00 | ||||||
| S-300 | concrete pipe tap (600 mm x 200 mm x 600 mm) | 1 | each | 110.00 | 110.00 | ||||||
| S-301 | concrete pipe tap (750 mm equivalent x 200 mm x 750 mm equivalent) |
4 | each | 110.00 | 440.00 | ||||||
| S-302 | concrete pipe tap (1350 mm x 200 mm x 1350 mm) | 3 | each | 110.00 | 330.00 | ||||||
| S-303 | concrete pipe tap (750 mm x 200 mm x 750 mm) | 1 | each | 110.00 | 110.00 | ||||||
| S-304 | sawcuts in asphaltic concrete pavement | 57.34 | ln m | 15.00 | 860.10 | ||||||
| S-305 | sawcuts in concrete pavement | 71.12 | ln m | 15.00 | 1,066.80 | ||||||
| S-306 | detectable warning surface | 28.16 | sq m | 50.00 | 1,408.00 | ||||||
| CONTRACTOR TOTAL | 4,731,596.20 | ||||||||||