| |||
| Lead Project: 022-06-0039 | |||
| Parish: CATAHOULA | |||
| Routes: US 84 | |||
| Description: JCT LA3037 - JCT LA 124 PHASE I - WEDON ST - EH JOHNSON BLVD | |||
| Type Const:
grad, class ii bc, lime trmt, drain struct, sanitary sewer, superpave acp, portland cement concrete pvmt, traffic signals and related work. | |||
| Estimated Construction Cost: $5,826,283.60 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 34567 | JAMES CONSTRUCTION GROUP LLC | $5,836,398.98 |
| 2 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $6,559,801.91 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - JAMES CONSTRUCTION GROUP LLC |
- 2 - GILCHRIST CONSTRUCTION CO. LLC |
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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 | 140,000.00 | 140,000.00 | 150,000.00 | 150,000.00 | ||||
| 202-01 | removal of structures & obstructions | lump | lump | 80,000.00 | 80,000.00 | 65,000.00 | 65,000.00 | ||||
| 202-02-C | removal of portland cement concrete pavement | 10,351 | sq m | 10.00 | 103,510.00 | 12.00 | 124,212.00 | ||||
| 202-02-D | removal of concrete walks & drives | 6,424 | sq m | 4.00 | 25,696.00 | 8.25 | 52,998.00 | ||||
| 202-02-I | removal of existing traffic signal equipment | lump | lump | 5,250.00 | 5,250.00 | 6,500.00 | 6,500.00 | ||||
| 202-02-01 | removal of metal commercial building (sta. 14+750 lt., 10 m x 50 m) |
1 | ea | 5,000.00 | 5,000.00 | 10,000.00 | 10,000.00 | ||||
| 203-01 | general excavation | 9,926 | cu m | 9.00 | 89,334.00 | 8.50 | 84,371.00 | ||||
| 203-02 | drainage excavation | 141 | cu m | 20.00 | 2,820.00 | 25.00 | 3,525.00 | ||||
| 203-03 | embankment | 9,675 | cu m | 20.00 | 193,500.00 | 30.00 | 290,250.00 | ||||
| 204-02 | temporary hay or straw bales | 10 | ea | 50.00 | 500.00 | 50.00 | 500.00 | ||||
| 204-05-A | temporary sediment check dams (hay) | 6 | ea | 175.00 | 1,050.00 | 220.00 | 1,320.00 | ||||
| 204-06 | temporary silt fencing | 200 | ln m | 12.00 | 2,400.00 | 15.00 | 3,000.00 | ||||
| 302-02-F | class ii base course (300 mm thick) | 21,416.0 | sq m | 30.00 | 642,480.00 | 28.00 | 599,648.00 | ||||
| 304-01 | lime | 243.90 | Mg | 195.00 | 47,560.50 | 205.00 | 49,999.50 | ||||
| 304-04-D | lime treatment (type d) (300 mm thick) | 15,484 | sq m | 1.50 | 23,226.00 | 2.15 | 33,290.60 | ||||
| 401-01 | aggregate surface course (net section) | 6.3 | cu m | 175.00 | 1,102.50 | 200.00 | 1,260.00 | ||||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 500.0 | cu m | 150.00 | 75,000.00 | 100.00 | 50,000.00 | ||||
| 502-01 | superpave asphaltic concrete | 908.8 | Mg | 180.00 | 163,584.00 | 165.00 | 149,952.00 | ||||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
125.2 | Mg | 235.00 | 29,422.00 | 245.00 | 30,674.00 | ||||
| 509-01 | cold planing asphaltic pavement | 400 | sq m | 5.00 | 2,000.00 | 12.00 | 4,800.00 | ||||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 40 | cu m | 0.25 | - 10.00 | 1.00 | - 40.00 | ||||
| 510-01-B | pavement patching (300 mm minimum thickness) | 62 | sq m | 200.00 | 12,400.00 | 200.00 | 12,400.00 | ||||
| 601-01-K | portland cement concrete pavement (250 mm thick) | 15,256.9 | sq m | 85.00 | 1,296,836.50 | 82.00 | 1,251,065.80 | ||||
| 601-02-K | portland cement concrete pavement (250 mm thick) (crossovers & turnouts) |
3,530.8 | sq m | 98.00 | 346,018.40 | 100.00 | 353,080.00 | ||||
| 601-04 | portland cement concrete pavement coring | 30 | ea | 100.00 | 3,000.00 | 120.00 | 3,600.00 | ||||
| 602-05-K-01 | full depth patching of jointed concrete pavement | 178.5 | sq m | 350.00 | 62,475.00 | 250.00 | 44,625.00 | ||||
| 701-03-F | storm drain pipe (375 mm rcp) | 831.3 | ln m | 140.00 | 116,382.00 | 185.00 | 153,790.50 | ||||
| 701-03-F-01 | storm drain pipe (375 mm)(pccsp)(outfall) | 6.0 | ln m | 150.00 | 900.00 | 270.00 | 1,620.00 | ||||
| 701-03-G | storm drain pipe (450 mm rcp) | 192.7 | ln m | 160.00 | 30,832.00 | 200.00 | 38,540.00 | ||||
| 701-03-I | storm drain pipe (600 mm rcp) | 394.2 | ln m | 210.00 | 82,782.00 | 260.00 | 102,492.00 | ||||
| 701-03-I-01 | storm drain pipe (600 mm)(pccsp)(outfall) | 12.0 | ln m | 225.00 | 2,700.00 | 385.00 | 4,620.00 | ||||
| 701-03-K | storm drain pipe (750 mm rcp) | 390.1 | ln m | 250.00 | 97,525.00 | 300.00 | 117,030.00 | ||||
| 701-03-M | storm drain pipe (900 mm rcp) | 49.4 | ln m | 300.00 | 14,820.00 | 525.00 | 25,935.00 | ||||
| 701-03-N | storm drain pipe (1050 mm rcp) | 33.1 | ln m | 500.00 | 16,550.00 | 670.00 | 22,177.00 | ||||
| 701-03-O | storm drain pipe (1200 mm rcp) | 219.0 | ln m | 665.00 | 145,635.00 | 740.00 | 162,060.00 | ||||
| 701-03-P | storm drain pipe (1350 mm rcp) | 64.0 | ln m | 785.00 | 50,240.00 | 865.00 | 55,360.00 | ||||
| 701-03-P-01 | storm drain pipe (1350 mm)(pccsp)(outfall) | 6.0 | ln m | 785.00 | 4,710.00 | 850.00 | 5,100.00 | ||||
| 701-09-A | fabricating pipe fitting (375mm x 375mm) | 1 | ea | 370.00 | 370.00 | 330.00 | 330.00 | ||||
| 701-09-B | fabricating pipe fitting (375mm x 450mm) | 3 | ea | 450.00 | 1,350.00 | 400.00 | 1,200.00 | ||||
| 701-09-C | fabricating pipe fitting (375mm x 600mm) | 2 | ea | 530.00 | 1,060.00 | 1,000.00 | 2,000.00 | ||||
| 701-09-D | fabricating pipe fitting (375mm x 750mm) | 6 | ea | 1,050.00 | 6,300.00 | 1,800.00 | 10,800.00 | ||||
| 702-02-F | manholes (mh-01) | 27 | ea | 2,750.00 | 74,250.00 | 3,700.00 | 99,900.00 | ||||
| 702-03-A | catch basins (cb-01) | 37 | ea | 2,000.00 | 74,000.00 | 2,500.00 | 92,500.00 | ||||
| 702-03-B | catch basins (cb-02) | 6 | ea | 3,300.00 | 19,800.00 | 4,000.00 | 24,000.00 | ||||
| 702-03-C | catch basins (cb-06) | 33 | ea | 4,550.00 | 150,150.00 | 4,100.00 | 135,300.00 | ||||
| 702-03-D | catch basins (cb-07) | 2 | ea | 6,000.00 | 12,000.00 | 4,400.00 | 8,800.00 | ||||
| 702-03-F | catch basins (cb-08) | 10 | ea | 6,000.00 | 60,000.00 | 7,500.00 | 75,000.00 | ||||
| 702-04-A | adjusting manholes | 3 | ea | 1,500.00 | 4,500.00 | 2,000.00 | 6,000.00 | ||||
| 703-03 | perforated pipe underdrains | 707 | ln m | 30.00 | 21,210.00 | 55.00 | 38,885.00 | ||||
| 705-06-B | chain link fence (1500 mm height) | 127 | ln m | 95.00 | 12,065.00 | 100.00 | 12,700.00 | ||||
| 706-02-C | concrete drive (150 mm thick) | 3,831.3 | sq m | 80.00 | 306,504.00 | 70.00 | 268,191.00 | ||||
| 707-01 | concrete curb | 2,048.6 | ln m | 5.00 | 10,243.00 | 15.00 | 30,729.00 | ||||
| 707-03 | combination concrete curb & gutter | 226.3 | ln m | 50.00 | 11,315.00 | 48.00 | 10,862.40 | ||||
| 708-01 | right-of-way monument | 39 | ea | 180.00 | 7,020.00 | 550.00 | 21,450.00 | ||||
| 711-01-D | riprap (25 kg, 300mm thick) | 205 | sq m | 50.00 | 10,250.00 | 75.00 | 15,375.00 | ||||
| 711-04 | geotextile fabric | 205 | sq m | 5.00 | 1,025.00 | 3.50 | 717.50 | ||||
| 713-01 | temporary signs & barricades | lump | lump | 41,500.00 | 41,500.00 | 275,000.00 | 275,000.00 | ||||
| 713-04-A-01 | temporary pavement markings (solid line)(100 mm width) (type 1 removable) |
1.130 | km | 15,000.00 | 16,950.00 | 12,000.00 | 13,560.00 | ||||
| 716-01-A | mulch (vegetative) | 220.0 | kg | 4.00 | 880.00 | 1.05 | 231.00 | ||||
| 717-01 | seeding | 220 | kg | 18.00 | 3,960.00 | 19.00 | 4,180.00 | ||||
| 718-01 | fertilizer | 4,035 | kg | 1.00 | 4,035.00 | 1.00 | 4,035.00 | ||||
| 722-01 | project site laboratory | 1 | ea | 15,000.00 | 15,000.00 | 40,000.00 | 40,000.00 | ||||
| 726-01 | bedding material | 1,339.0 | cu m | 100.00 | 133,900.00 | 110.00 | 147,290.00 | ||||
| 727-01 | mobilization | lump | lump | 550,000.00 | 550,000.00 | 645,000.00 | 645,000.00 | ||||
| 729-01 | sign (type a) | 3.36 | sq m | 150.00 | 504.00 | 325.00 | 1,092.00 | ||||
| 729-16-C | object marker assembly (type 3) | 6 | ea | 95.00 | 570.00 | 90.00 | 540.00 | ||||
| 729-19-B | dead end road installation (type b) | 1 | ea | 3,000.00 | 3,000.00 | 3,400.00 | 3,400.00 | ||||
| 731-02 | reflectorized raised pavement markers | 132 | ea | 10.00 | 1,320.00 | 5.50 | 726.00 | ||||
| 732-01-C | plastic pavement striping (200 mm width) | 703 | ln m | 3.30 | 2,319.90 | 3.00 | 2,109.00 | ||||
| 732-01-D | plastic pavement striping (300 mm width) | 266 | ln m | 5.00 | 1,330.00 | 4.25 | 1,130.50 | ||||
| 732-01-E | plastic pavement striping (600 mm width) | 384 | ln m | 10.00 | 3,840.00 | 8.50 | 3,264.00 | ||||
| 732-02-A | plastic pavement striping (solid line)(100 mm width) | 1.364 | km | 2,990.00 | 4,078.36 | 2,000.00 | 2,728.00 | ||||
| 732-03-A | plastic pavement striping (broken line)(100 mm width) | 0.206 | km | 970.00 | 199.82 | 585.00 | 120.51 | ||||
| 732-04-A | plastic pavement legends & symbols (arrow) | 18 | ea | 200.00 | 3,600.00 | 220.00 | 3,960.00 | ||||
| 732-04-C | plastic pavement legends & symbols (only) | 2 | ea | 250.00 | 500.00 | 245.00 | 490.00 | ||||
| 732-05 | removal of existing markings | 0.220 | km | 10,000.00 | 2,200.00 | 4,300.00 | 946.00 | ||||
| 735-01 | mailboxes | 43 | ea | 10.00 | 430.00 | 1.20 | 51.60 | ||||
| 735-02 | mailbox supports (single) | 43 | ea | 150.00 | 6,450.00 | 150.00 | 6,450.00 | ||||
| 736-01 | trenching and backfilling | 11 | ln m | 21.00 | 231.00 | 26.00 | 286.00 | ||||
| 736-04-B | signal support (7.92m galvanized steel strain pole) | 4 | ea | 7,125.00 | 28,500.00 | 8,500.00 | 34,000.00 | ||||
| 736-05-B | signal heads (3-section, 300mm led lens) | 7 | ea | 1,270.00 | 8,890.00 | 1,500.00 | 10,500.00 | ||||
| 736-05-C | signal heads (5-section, 300mm led lens) | 3 | ea | 2,100.00 | 6,300.00 | 2,500.00 | 7,500.00 | ||||
| 736-06 | signal service | 1 | ea | 2,100.00 | 2,100.00 | 2,500.00 | 2,500.00 | ||||
| 736-08 | signal controller (ts-2 type 2, in type 6 cabinet) | 1 | ea | 19,250.00 | 19,250.00 | 21,000.00 | 21,000.00 | ||||
| 736-10 | underground junction box | 6 | ea | 570.00 | 3,420.00 | 700.00 | 4,200.00 | ||||
| 736-11-B | conduit (25mm dia. sch. 80) | 7 | ln m | 8.00 | 56.00 | 10.00 | 70.00 | ||||
| 736-11-D | conduit (75mm dia. sch. 80) | 4 | ln m | 16.25 | 65.00 | 20.00 | 80.00 | ||||
| 736-12-A | conductor (3c power) | 7 | ln m | 11.00 | 77.00 | 14.00 | 98.00 | ||||
| 736-12-B | conductor (6c signal/#14 awg) | 63 | ln m | 6.00 | 378.00 | 8.00 | 504.00 | ||||
| 736-12-C | conductor (10 signal/#14 awg) | 262 | ln m | 11.00 | 2,882.00 | 15.00 | 3,930.00 | ||||
| 736-12-D | conductor (video) | 155 | ln m | 5.00 | 775.00 | 7.00 | 1,085.00 | ||||
| 740-01 | construction layout | lump | lump | 100,000.00 | 100,000.00 | 125,000.00 | 125,000.00 | ||||
| 742-01 | sanitary sewer pipe (200mm pvc, astm d3034, sdr 35) | 801 | ln m | 135.00 | 108,135.00 | 250.00 | 200,250.00 | ||||
| 742-02 | adjusting sanitary sewer house connections | 30 | ea | 815.00 | 24,450.00 | 600.00 | 18,000.00 | ||||
| 742-03 | adjusting sanitary sewer service lines | 100 | ln m | 40.00 | 4,000.00 | 200.00 | 20,000.00 | ||||
| S-001 | video detector device and connection | 4 | ea | 6,350.00 | 25,400.00 | 7,500.00 | 30,000.00 | ||||
| S-002 | video detection system | 1 | ea | 4,280.00 | 4,280.00 | 5,000.00 | 5,000.00 | ||||
| CONTRACTOR TOTAL | 5,836,398.98 | 6,559,801.91 | |||||||||