| |||
| DBE GOAL FED | |||
| Lead Project: 742-17-0132 | |||
| Parish: E BATON ROUGE | |||
| Routes: | |||
| Description: BARRINGER FOREMAN ROAD AT AIRLINE HIGHWAY (US 61) | |||
| Type Const:
grading, drainage structures, class ii base course, superpave asphaltic concrete pavement, traffic signalization and related work. | |||
| Rank | License | Bidder | Amount |
|---|---|---|---|
| 1 | 25587 | GUTCON, INC. | $241,382.57 |
| 2 | 05693 | INDUSTRIAL ENTERPRISES, INC. | $376,980.29 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - GUTCON, INC. |
- 2 - INDUSTRIAL ENTERPRISES, INC. |
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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 | 3,000.00 | 3,000.00 | 10,810.00 | 10,810.00 | ||||
| 202-01 | removal of structures & obstructions | lump | LUMP | 2,000.00 | 2,000.00 | 10,778.95 | 10,778.95 | ||||
| 202-02-D | removal of concrete walks & drives | 80 | SQYD | 15.00 | 1,200.00 | 11.50 | 920.00 | ||||
| 202-02-I | removal of existing signal equipment and related items | lump | LUMP | 2,960.10 | 2,960.10 | 3,094.65 | 3,094.65 | ||||
| 203-06 | excavation & embankment | lump | LUMP | 14,000.00 | 14,000.00 | 62,453.66 | 62,453.66 | ||||
| 204-02 | temporary hay or straw bales | 28 | EACH | 7.75 | 217.00 | 8.05 | 225.40 | ||||
| 204-05-A | temporary sediment check dams (hay) | 1 | EACH | 150.00 | 150.00 | 172.50 | 172.50 | ||||
| 204-06 | temporary silt fencing | 1,132 | LNFT | 1.00 | 1,132.00 | 1.61 | 1,822.52 | ||||
| 302-02-E | class ii base course (8" thick) | 598.1 | SQYD | 20.00 | 11,962.00 | 24.50 | 14,653.45 | ||||
| 304-01 | lime | 3.30 | TON | 140.00 | 462.00 | 276.00 | 910.80 | ||||
| 304-04-D | lime treatment (type d) (12" thick) | 233 | SQYD | 2.00 | 466.00 | 14.81 | 3,450.73 | ||||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
102 | CUYD | 40.00 | 4,080.00 | 92.00 | 9,384.00 | ||||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 10.0 | CUYD | 50.00 | 500.00 | 34.50 | 345.00 | ||||
| 502-01 | superpave asphaltic concrete | 394.9 | TON | 110.00 | 43,439.00 | 70.00 | 27,643.00 | ||||
| 509-01 | cold planing asphaltic pavement | 440 | SQYD | 15.00 | 6,600.00 | 11.50 | 5,060.00 | ||||
| 701-03-G | storm drain pipe (18" rcp/pcp) | 288 | LNFT | 40.00 | 11,520.00 | 63.76 | 18,362.88 | ||||
| 701-05-G | side drain pipe (18") | 86 | LNFT | 40.00 | 3,440.00 | 59.55 | 5,121.30 | ||||
| 701-10-K | reinforced concrete pipe (extension)(30") | 48 | LNFT | 80.00 | 3,840.00 | 114.09 | 5,476.32 | ||||
| 702-02-B | manholes (r-cb-11) | 3 | EACH | 2,000.00 | 6,000.00 | 3,132.51 | 9,397.53 | ||||
| 702-03-A | catch basins (cb-01) | 1 | EACH | 2,800.00 | 2,800.00 | 3,080.56 | 3,080.56 | ||||
| 706-02-C | concrete drive (6" thick) | 36.0 | SQYD | 45.00 | 1,620.00 | 46.00 | 1,656.00 | ||||
| 713-01 | temporary signs & barricades | lump | LUMP | 3,000.00 | 3,000.00 | 39,349.39 | 39,349.39 | ||||
| 713-05-A | temporary pavement markings (solid line)(4" width) | 0.250 | MILE | 6,600.00 | 1,650.00 | 6,900.00 | 1,725.00 | ||||
| 716-01-A | mulch (vegetative) | 0.55 | ACRE | 600.00 | 330.00 | 1,380.00 | 759.00 | ||||
| 717-01 | seeding | 33 | LB | 10.00 | 330.00 | 20.70 | 683.10 | ||||
| 718-01 | fertilizer | 542 | LB | 1.00 | 542.00 | 0.58 | 314.36 | ||||
| 720-01-A | erosion control system, slope protection (type a) | 426 | SQYD | 2.00 | 852.00 | 2.07 | 881.82 | ||||
| 720-01-D | erosion control system, flexible channel liner (type d) | 192 | SQYD | 2.00 | 384.00 | 4.60 | 883.20 | ||||
| 726-01 | bedding material | 7.0 | CUYD | 20.00 | 140.00 | 57.50 | 402.50 | ||||
| 727-01 | mobilization | lump | LUMP | 3,000.00 | 3,000.00 | 23,157.15 | 23,157.15 | ||||
| 729-01 | sign (type a) | 47.5 | SQFT | 27.50 | 1,306.25 | 28.75 | 1,365.62 | ||||
| 731-02 | reflectorized raised pavement markers | 29 | EACH | 6.50 | 188.50 | 6.79 | 196.91 | ||||
| 732-01-C | plastic pavement striping (8" width) | 220 | LNFT | 1.00 | 220.00 | 1.04 | 228.80 | ||||
| 732-01-E | plastic pavement striping (24" width) | 32 | LNFT | 3.50 | 112.00 | 3.68 | 117.76 | ||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 0.401 | MILE | 2,178.00 | 873.37 | 2,277.00 | 913.07 | ||||
| 732-04-A | plastic pavement legends & symbols (arrow) | 2 | EACH | 192.00 | 384.00 | 201.25 | 402.50 | ||||
| 732-04-B | plastic pavement legends & symbols (double arrow) | 2 | EACH | 248.00 | 496.00 | 258.75 | 517.50 | ||||
| 732-04-C | plastic pavement legends & symbols (only) | 2 | EACH | 214.00 | 428.00 | 224.25 | 448.50 | ||||
| 736-01 | trenching and backfilling | 1,160 | LNFT | 4.00 | 4,640.00 | 4.20 | 4,872.00 | ||||
| 736-04-A | signal support (30' strain pole) | 4 | EACH | 5,873.00 | 23,492.00 | 6,139.85 | 24,559.40 | ||||
| 736-05-B | signal heads (l.e.d., 3 section, 12" lenses) | 7 | EACH | 836.00 | 5,852.00 | 874.00 | 6,118.00 | ||||
| 736-05-C | signal heads (l.e.d., 5 section, 12" lenses) | 3 | EACH | 1,237.50 | 3,712.50 | 1,293.75 | 3,881.25 | ||||
| 736-06 | signal service, power pedestal | 1 | EACH | 1,629.00 | 1,629.00 | 1,703.15 | 1,703.15 | ||||
| 736-08 | signal controller | 1 | EACH | 17,792.00 | 17,792.00 | 18,601.25 | 18,601.25 | ||||
| 736-09 | loop detector | 205 | LNFT | 9.90 | 2,029.50 | 10.35 | 2,121.75 | ||||
| 736-10-A | underground junction box (type e) | 10 | EACH | 396.00 | 3,960.00 | 414.00 | 4,140.00 | ||||
| 736-10-B | underground junction box (type h) | 1 | EACH | 860.00 | 860.00 | 899.30 | 899.30 | ||||
| 736-11-A | conduit (1/2" diam pec) | 20 | LNFT | 4.20 | 84.00 | 4.37 | 87.40 | ||||
| 736-11-B | conduit (1" diam pec) | 1,090 | LNFT | 3.60 | 3,924.00 | 3.74 | 4,076.60 | ||||
| 736-11-C | conduit (2" diam pec) | 30 | LNFT | 4.20 | 126.00 | 4.43 | 132.90 | ||||
| 736-11-D | conduit (3" diam pec) | 20 | LNFT | 8.25 | 165.00 | 8.63 | 172.60 | ||||
| 736-12-A | conductor, 2c (loop lead-in/#14 awg) | 1,450 | LNFT | 1.37 | 1,986.50 | 1.44 | 2,088.00 | ||||
| 736-12-B | conductor, 6c (signal/#14 awg) | 185 | LNFT | 1.90 | 351.50 | 2.01 | 371.85 | ||||
| 736-12-C | conductor, 10c (signal/#14 awg) | 880 | LNFT | 2.30 | 2,024.00 | 2.42 | 2,129.60 | ||||
| 736-12-D | conductor, 3c (power) | 650 | LNFT | 4.30 | 2,795.00 | 4.49 | 2,918.50 | ||||
| 805-01-A | class a concrete (pipe headwalls) | 5.83 | CUYD | 1,000.00 | 5,830.00 | 916.35 | 5,342.32 | ||||
| 806-01 | deformed reinforcing steel | 343 | LB | 1.00 | 343.00 | 1.73 | 593.39 | ||||
| S-001 | unidirectional optical detector single channel | 4 | EACH | 753.50 | 3,014.00 | 787.75 | 3,151.00 | ||||
| S-002 | optical cable | 605 | LNFT | 1.75 | 1,058.75 | 1.84 | 1,113.20 | ||||
| S-003 | phase selector | 1 | EACH | 3,696.00 | 3,696.00 | 3,864.00 | 3,864.00 | ||||
| S-004 | video detector device and connection | 4 | EACH | 3,404.50 | 13,618.00 | 3,559.25 | 14,237.00 | ||||
| S-005 | video detection system (barringer @ airline) | 1 | EACH | 1,975.60 | 1,975.60 | 2,065.40 | 2,065.40 | ||||
| S-006 | remove and replace driveway gate | 1 | EACH | 800.00 | 800.00 | 575.00 | 575.00 | ||||
| CONTRACTOR TOTAL | 241,382.57 | 376,980.29 | |||||||||