| |||
| Lead Project: 014-02-0023 | |||
| Parish: JEFF DAVIS | |||
| Routes: US 165 | |||
| Description: STATE ROUTE IN FENTON | |||
| Type Const:
grading, drainage struct, cold planing asph pvmt, lime trmt, class ii bc, pccp (alt. a-1), superpave acp (alt. a-2), traffic signalization and related work | |||
| Estimated Construction Cost: $9,938,228.32 | |||
| Maximum Number of Days Allowed for Construction: 400 | |||
| Calculated Daily User Cost: $1,000.00 | |||
| Rank | License | Bidder | Construction Bid | Bidder's Proposed Contract Time | Total Bid |
|---|---|---|---|---|---|
| 1 | 39462 | DENTON-JAMES LLC | $9,386,147.75 | 400 | $9,786,147.75 |
| 2 | 34567 | JAMES CONSTRUCTION GROUP LLC | $10,169,333.55 | 400 | $10,569,333.55 |
| 3 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $10,320,416.15 | 400 | $10,720,416.15 |
| 14096 | BESSETTE DEVELOPMENT CORP. | IRREGULAR | 400 | IRREGULAR |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - DENTON-JAMES LLC |
- 2 - JAMES CONSTRUCTION GROUP LLC |
- 3 - GILCHRIST CONSTRUCTION CO. LLC |
BESSETTE DEVELOPMENT CORP. |
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing and grubbing | lump | lump | 450,000.00 | 450,000.00 | 400,000.00 | 400,000.00 | 300,000.00 | 300,000.00 | 16,500.00 | 16,500.00 |
| 202-01 | removal of structures & obstructions | lump | lump | 40,000.00 | 40,000.00 | 75,000.00 | 75,000.00 | 24,000.00 | 24,000.00 | 8,000.00 | 8,000.00 |
| 202-02-C | removal of portland cement concrete pavement | 11,706 | sq m | 5.00 | 58,530.00 | 5.00 | 58,530.00 | 10.00 | 117,060.00 | 6.50 | 76,089.00 |
| 202-02-D | removal of concrete walks & drives | 1,421 | sq m | 9.00 | 12,789.00 | 4.00 | 5,684.00 | 8.00 | 11,368.00 | 6.25 | 8,881.25 |
| 202-02-G | removal of surfacing & stabilized base | 13,070.8 | sq m | 4.00 | 52,283.20 | 5.00 | 65,354.00 | 7.00 | 91,495.60 | 7.50 | 98,031.00 |
| 202-02-01 | removal of pavement widening | 3,270 | sq m | 4.00 | 13,080.00 | 5.00 | 16,350.00 | 11.00 | 35,970.00 | 15.50 | 50,685.00 |
| 202-02-02 | removal of 4.35 m x 6.63 m wood shed (lt. of sta. 95+75) |
1 | each | 1.00 | 1.00 | 100.00 | 100.00 | 1,500.00 | 1,500.00 | 150.00 | 150.00 |
| 202-02-03 | removal of underground storage tanks (lt. of sta. 98+90)(1-1,000 and 1-2,000 gal. tanks) |
2 | each | 3,500.00 | 7,000.00 | 3,000.00 | 6,000.00 | 6,000.00 | 12,000.00 | 10,500.00 | 21,000.00 |
| 202-02-04 | removal of 14.74 m x 8.03 m wood frame commercial building (lt. of sta. 98+95) |
1 | each | 1.00 | 1.00 | 100.00 | 100.00 | 5,000.00 | 5,000.00 | 1,100.00 | 1,100.00 |
| 202-02-05 | removal of underground storage tanks (lt. of sta. 101+75)(1-500, 2-1,000, 1-3,000 and 1-5000 gal. tanks) |
5 | each | 4,500.00 | 22,500.00 | 2,300.00 | 11,500.00 | 6,000.00 | 30,000.00 | 10,500.00 | 52,500.00 |
| 202-02-06 | removal of 52.14 m x 15.58 m concrete block commercial building (lt. of sta. 101+75)(contains non-friable asbestos) |
1 | each | 1.00 | 1.00 | 1,500.00 | 1,500.00 | 30,000.00 | 30,000.00 | 9,100.00 | 9,100.00 |
| 202-02-07 | removal of 3.15 m metal billboard (lt. of sta. 307+14) | 1 | each | 1.00 | 1.00 | 1.00 | 1.00 | 200.00 | 200.00 | 150.00 | 150.00 |
| 202-02-08 | removal of 13 m x 13.9 m wood frame residence (lt. of sta. 313+50) |
1 | each | 1.00 | 1.00 | 500.00 | 500.00 | 5,000.00 | 5,000.00 | 3,250.00 | 3,250.00 |
| 202-02-09 | removal of 20.48 m x 15.36 m brick residence (lt. of sta. 316+00)(contains friable and non-friable asbestos) |
1 | each | 1.00 | 1.00 | 500.00 | 500.00 | 20,000.00 | 20,000.00 | 40,000.00 | 40,000.00 |
| 202-02-10 | removal of 22.57 m x 13.11 m brick residence (lt. of sta. 317+50) |
1 | each | 1.00 | 1.00 | 500.00 | 500.00 | 20,000.00 | 20,000.00 | 6,200.00 | 6,200.00 |
| 202-02-11 | removal of 3.06 m x 5.3 m wood shed (lt. of sta. 316+25) |
1 | each | 1.00 | 1.00 | 100.00 | 100.00 | 400.00 | 400.00 | 250.00 | 250.00 |
| 202-05 | excavation, disposal and backfilling of contaminated soil |
76 | cu m | 200.00 | 15,200.00 | 117.00 | 8,892.00 | 300.00 | 22,800.00 | 100.00 | 7,600.00 |
| 202-06 | removal and disposal of contaminated fluid | 9,464 | l | 0.30 | 2,839.20 | 0.30 | 2,839.20 | 0.60 | 5,678.40 | 0.25 | 2,366.00 |
| 203-01 | general excavation | 45,426 | cu m | 7.00 | 317,982.00 | 5.80 | 263,470.80 | 8.00 | 363,408.00 | 9.05 | 411,105.30 |
| 203-03 | muck excavation | 1,000 | cu m | 12.00 | 12,000.00 | 12.00 | 12,000.00 | 12.00 | 12,000.00 | 10.00 | 10,000.00 |
| 203-04 | embankment | 21,285 | cu m | 12.00 | 255,420.00 | 9.50 | 202,207.50 | 24.00 | 510,840.00 | 14.10 | 300,118.50 |
| 203-05-A | nonplastic embankment (stone) | 523 | cu m | 150.00 | 78,450.00 | 110.00 | 57,530.00 | 140.00 | 73,220.00 | 130.50 | 68,251.50 |
| 203-07 | excavation & embankment | 70 | ln m | 50.00 | 3,500.00 | 100.00 | 7,000.00 | 12.00 | 840.00 | 60.00 | 4,200.00 |
| 204-02 | temporary hay or straw bales | 525 | ea | 6.50 | 3,412.50 | 20.00 | 10,500.00 | 15.00 | 7,875.00 | 8.50 | 4,462.50 |
| 204-06 | temporary silt fencing | 1,954 | ln m | 3.50 | 6,839.00 | 8.00 | 15,632.00 | 6.00 | 11,724.00 | 5.25 | 10,258.50 |
| 302-02-A-01 | class ii base course (150 mm thick)(stone or recycled pcc) |
2,620.6 | sq m | 19.00 | 49,791.40 | 15.00 | 39,309.00 | 23.00 | 60,273.80 | 18.00 | 47,170.80 |
| 304-05-D | lime treatment (type e)(300 mm thick) | 289.26 | Mg | 270.00 | 78,100.20 | 260.00 | 75,207.60 | 325.00 | 94,009.50 | 520.00 | 150,415.20 |
| 305-01-D-01 | subgrade layer (300mm thick)(cement treated) | 57,974 | sq m | 7.80 | 452,197.20 | 9.00 | 521,766.00 | 10.00 | 579,740.00 | 11.00 | 637,714.00 |
| 401-01 | aggregate surface course (net section) | 323.5 | cu m | 70.00 | 22,645.00 | 90.00 | 29,115.00 | 125.00 | 40,437.50 | 110.00 | 35,585.00 |
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 1,700.0 | cu m | 80.00 | 136,000.00 | 85.00 | 144,500.00 | 60.00 | 102,000.00 | 105.00 | 178,500.00 |
| 509-01 | cold planing asphaltic pavement | 5,031 | sq m | 3.30 | 16,602.30 | 3.00 | 15,093.00 | 5.00 | 25,155.00 | 2.75 | 13,835.25 |
| 509-02 | contractor retained reclaimed asphaltic pavement | - 203 | cu m | 0.01 | - 2.03 | 0.10 | - 20.30 | 1.00 | - 203.00 | 1.00 | - 203.00 |
| 701-01-I | cross drain pipe (600 mm rcp) | 79.6 | ln m | 190.00 | 15,124.00 | 210.00 | 16,716.00 | 200.00 | 15,920.00 | 270.50 | 21,531.80 |
| 701-01-N | cross drain pipe (1050 mm rcp) | 34.2 | ln m | 410.00 | 14,022.00 | 510.00 | 17,442.00 | 385.00 | 13,167.00 | 515.50 | 17,630.10 |
| 701-03-F | storm drain pipe (375 mm rcp/pcp) | 285.4 | ln m | 230.00 | 65,642.00 | 125.00 | 35,675.00 | 200.00 | 57,080.00 | 80.00 | 22,832.00 |
| 701-03-G | storm drain pipe (450 mm rcp/pcp) | 481.7 | ln m | 170.00 | 81,889.00 | 140.00 | 67,438.00 | 205.00 | 98,748.50 | 93.50 | 45,038.95 |
| 701-03-I | storm drain pipe (600 mm rcp/pcp) | 730.9 | ln m | 210.00 | 153,489.00 | 210.00 | 153,489.00 | 250.00 | 182,725.00 | 135.00 | 98,671.50 |
| 701-03-K | storm drain pipe (750 mm rcp/pcp) | 488.6 | ln m | 250.00 | 122,150.00 | 250.00 | 122,150.00 | 300.00 | 146,580.00 | 175.00 | 85,505.00 |
| 701-03-M | storm drain pipe (900 mm rcp/pcp) | 1,207.9 | ln m | 320.00 | 386,528.00 | 400.00 | 483,160.00 | 350.00 | 422,765.00 | 230.50 | 278,420.95 |
| 701-03-N | storm drain pipe (1050 mm rcp/pcp) | 592.5 | ln m | 400.00 | 237,000.00 | 450.00 | 266,625.00 | 430.00 | 254,775.00 | 280.00 | 165,900.00 |
| 701-03-O | storm drain pipe (1200 mm rcp/pcp) | 209.6 | ln m | 450.00 | 94,320.00 | 510.00 | 106,896.00 | 500.00 | 104,800.00 | 335.00 | 70,216.00 |
| 701-03-O-01 | storm drain pipe (1200 mm pcp)(outfall) | 28.0 | ln m | 560.00 | 15,680.00 | 590.00 | 16,520.00 | 550.00 | 15,400.00 | 255.00 | 7,140.00 |
| 701-03-Q-01 | storm drain pipe (1500 mm pcp)(outfall) | 69.5 | ln m | 740.00 | 51,430.00 | 1,000.00 | 69,500.00 | 600.00 | 41,700.00 | 430.00 | 29,885.00 |
| 701-05-M | side drain pipe (900 mm) | 11.0 | ln m | 250.00 | 2,750.00 | 370.00 | 4,070.00 | 400.00 | 4,400.00 | 310.00 | 3,410.00 |
| 701-05-N | side drain pipe (1050 mm) | 53.6 | ln m | 340.00 | 18,224.00 | 410.00 | 21,976.00 | 485.00 | 25,996.00 | 440.00 | 23,584.00 |
| 701-05-O | side drain pipe (1200 mm) | 9.8 | ln m | 450.00 | 4,410.00 | 540.00 | 5,292.00 | 550.00 | 5,390.00 | 600.00 | 5,880.00 |
| 701-07-C | yard drain pipe (200 mm) | 106.0 | ln m | 100.00 | 10,600.00 | 350.00 | 37,100.00 | 125.00 | 13,250.00 | 63.25 | 6,704.50 |
| 702-02-F | manholes (mh-01m) | 2 | ea | 4,000.00 | 8,000.00 | 3,500.00 | 7,000.00 | 5,000.00 | 10,000.00 | 4,950.00 | 9,900.00 |
| 702-03-A | catch basins (cb-01m) | 47 | ea | 2,300.00 | 108,100.00 | 2,800.00 | 131,600.00 | 3,500.00 | 164,500.00 | 2,265.00 | 106,455.00 |
| 702-03-C | catch basins (cb-06m) | 68 | ea | 3,600.00 | 244,800.00 | 4,300.00 | 292,400.00 | 4,000.00 | 272,000.00 | 3,275.00 | 222,700.00 |
| 702-03-D | catch basins (cb-07m) | 3 | ea | 4,000.00 | 12,000.00 | 5,000.00 | 15,000.00 | 5,000.00 | 15,000.00 | 3,100.00 | 9,300.00 |
| 702-03-F | catch basins (cb-08m) | 17 | ea | 6,400.00 | 108,800.00 | 7,500.00 | 127,500.00 | 8,000.00 | 136,000.00 | 5,680.00 | 96,560.00 |
| 702-03-I | catch basins (cb-062) | 1 | ea | 3,000.00 | 3,000.00 | 2,500.00 | 2,500.00 | 2,400.00 | 2,400.00 | 6,500.00 | 6,500.00 |
| 702-04-A | adjusting manholes | 4 | ea | 800.00 | 3,200.00 | 700.00 | 2,800.00 | 1,200.00 | 4,800.00 | 1,150.00 | 4,600.00 |
| 705-01 | barbed wire fence | 483 | ln m | 16.00 | 7,728.00 | 30.00 | 14,490.00 | 20.00 | 9,660.00 | 17.25 | 8,331.75 |
| 705-05 | double swinging driveway gates | 1 | dbgt | 800.00 | 800.00 | 600.00 | 600.00 | 750.00 | 750.00 | 900.00 | 900.00 |
| 705-06-A | chain link fence (1200 mm height) | 103 | ln m | 44.00 | 4,532.00 | 55.00 | 5,665.00 | 60.00 | 6,180.00 | 47.50 | 4,892.50 |
| 705-07-A | 1.2192-meter single gates for chain link fence (1200mm height) |
1 | ea | 500.00 | 500.00 | 800.00 | 800.00 | 850.00 | 850.00 | 550.00 | 550.00 |
| 705-08-A | 1.2192-meter double gates for chain link fence (1200mm height) |
2 | dbgt | 800.00 | 1,600.00 | 1,200.00 | 2,400.00 | 1,200.00 | 2,400.00 | 875.00 | 1,750.00 |
| 705-09 | rebuilt fence | 141 | ln m | 120.00 | 16,920.00 | 45.00 | 6,345.00 | 100.00 | 14,100.00 | 195.00 | 27,495.00 |
| 706-01-A | concrete walk (100 mm thick) | 14.3 | sq m | 80.00 | 1,144.00 | 120.00 | 1,716.00 | 145.00 | 2,073.50 | 60.50 | 865.15 |
| 706-02-C | concrete drive (150 mm thick) | 2,423.5 | sq m | 55.00 | 133,292.50 | 50.00 | 121,175.00 | 50.00 | 121,175.00 | 75.75 | 183,580.12 |
| 706-02-D | concrete drive (200 mm thick) | 841.2 | sq m | 60.00 | 50,472.00 | 65.00 | 54,678.00 | 60.00 | 50,472.00 | 84.75 | 71,291.70 |
| 708-01 | right-of-way monument | 47 | ea | 120.00 | 5,640.00 | 150.00 | 7,050.00 | 300.00 | 14,100.00 | 430.00 | 20,210.00 |
| 708-02 | right-of-way monument witness post | 12 | ea | 120.00 | 1,440.00 | 150.00 | 1,800.00 | 300.00 | 3,600.00 | 335.00 | 4,020.00 |
| 709-01 | steel cattle guard | 1 | ea | 10,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | 3,000.00 | 3,000.00 | 2,000.10 | 2,000.10 |
| 713-01 | temporary signs & barricades | lump | lump | 70,000.00 | 70,000.00 | 50,000.00 | 50,000.00 | 100,000.00 | 100,000.00 | 68,000.00 | 68,000.00 |
| 713-04-A | temporary pavement markings (broken line)(100 mm width) (1.2 m length) |
2.200 | km | 2,000.00 | 4,400.00 | 300.00 | 660.00 | 550.00 | 1,210.00 | 2,500.00 | 5,500.00 |
| 713-05-A | temporary pavement markings (solid line)(100 mm width) | 15.726 | km | 280.00 | 4,403.28 | 300.00 | 4,717.80 | 350.00 | 5,504.10 | 300.00 | 4,717.80 |
| 716-01-A | mulch (vegetative) | 5.8 | hctr | 1,300.00 | 7,540.00 | 3,000.00 | 17,400.00 | 1,800.00 | 10,440.00 | 3,155.00 | 18,299.00 |
| 717-01 | seeding | 386 | kg | 13.00 | 5,018.00 | 15.00 | 5,790.00 | 16.00 | 6,176.00 | 15.50 | 5,983.00 |
| 718-01 | fertilizer | 6,460 | kg | 0.40 | 2,584.00 | 0.75 | 4,845.00 | 0.70 | 4,522.00 | 0.75 | 4,845.00 |
| 720-01-A | erosion control system, slope protection (type a) | 27,760 | sq m | 1.30 | 36,088.00 | 1.25 | 34,700.00 | 1.40 | 38,864.00 | 1.35 | 37,476.00 |
| 722-02 | project site laboratory (equipped) | 1 | ea | 20,000.00 | 20,000.00 | 10,000.00 | 10,000.00 | 24,000.00 | 24,000.00 | 14,000.00 | 14,000.00 |
| 724-01-B | pavement patching (300 mm minimum thickness) | 396 | sq m | 80.00 | 31,680.00 | 100.00 | 39,600.00 | 125.00 | 49,500.00 | 116.50 | 46,134.00 |
| 725-02 | temporary detour roads | 2,246.4 | sq m | 55.00 | 123,552.00 | 75.00 | 168,480.00 | 75.00 | 168,480.00 | 60.50 | 135,907.20 |
| 726-01 | bedding material | 540.0 | cu m | 70.00 | 37,800.00 | 88.00 | 47,520.00 | 85.00 | 45,900.00 | 107.50 | 58,050.00 |
| 727-01 | mobilization | lump | lump | 900,000.00 | 900,000.00 | 970,000.00 | 970,000.00 | 1,000,000.00 | 1,000,000.00 | 285,000.00 | 285,000.00 |
| 729-19-A | dead end road installations (type a) | 4 | each | 1,400.00 | 5,600.00 | 1,350.00 | 5,400.00 | 1,600.00 | 6,400.00 | 1,465.00 | 5,860.00 |
| 731-02 | reflectorized raised pavement markers | 1,790 | ea | 4.50 | 8,055.00 | 4.50 | 8,055.00 | 6.00 | 10,740.00 | 4.90 | 8,771.00 |
| 732-01-E | plastic pavement striping (600 mm width) | 1,300 | ln m | 8.00 | 10,400.00 | 8.00 | 10,400.00 | 10.00 | 13,000.00 | 8.55 | 11,115.00 |
| 732-02-A | plastic pavement striping (solid line)(100 mm width) | 11.743 | km | 1,200.00 | 14,091.60 | 1,150.00 | 13,504.45 | 1,500.00 | 17,614.50 | 1,235.00 | 14,502.60 |
| 732-04-B | plastic pavement legends & symbols (double arrow) | 7 | ea | 130.00 | 910.00 | 125.00 | 875.00 | 200.00 | 1,400.00 | 135.50 | 948.50 |
| 732-04-C | plastic pavement legends & symbols (only) | 7 | ea | 130.00 | 910.00 | 125.00 | 875.00 | 200.00 | 1,400.00 | 135.50 | 948.50 |
| 732-05 | removal of existing markings | 4.639 | km | 2,000.00 | 9,278.00 | 2,000.00 | 9,278.00 | 3,200.00 | 14,844.80 | 2,115.00 | 9,811.48 |
| 735-02 | mailbox supports (single) | 2 | ea | 250.00 | 500.00 | 135.00 | 270.00 | 200.00 | 400.00 | 150.00 | 300.00 |
| 736-01 | trenching and backfilling | 6 | ln m | 20.00 | 120.00 | 30.00 | 180.00 | 22.00 | 132.00 | 33.00 | 198.00 |
| 736-04-B | signal supports (9 m steel strain pole) | 2 | each | 8,100.00 | 16,200.00 | 10,000.00 | 20,000.00 | 9,000.00 | 18,000.00 | 11,575.00 | 23,150.00 |
| 736-05-A-01 | signal heads (retrofitted with led's)(1 section r 300 mm lens) |
4 | each | 350.00 | 1,400.00 | 575.00 | 2,300.00 | 400.00 | 1,600.00 | 625.00 | 2,500.00 |
| 736-05-A-02 | signal heads (retrofitted with led's)(1 section y 300 mm lens) |
4 | each | 500.00 | 2,000.00 | 575.00 | 2,300.00 | 550.00 | 2,200.00 | 625.00 | 2,500.00 |
| 736-06-A | signal service (pedestal mounted) | 1 | ea | 2,500.00 | 2,500.00 | 1,500.00 | 1,500.00 | 2,800.00 | 2,800.00 | 1,650.00 | 1,650.00 |
| 736-08-A | signal controller (signal flasher controller) | 1 | ea | 7,600.00 | 7,600.00 | 1,800.00 | 1,800.00 | 8,500.00 | 8,500.00 | 1,900.00 | 1,900.00 |
| 736-10-A | underground junction box (type e) | 1 | ea | 650.00 | 650.00 | 645.00 | 645.00 | 750.00 | 750.00 | 700.00 | 700.00 |
| 736-11-A | conduit (25 mm pec) | 6 | ln m | 10.00 | 60.00 | 60.00 | 360.00 | 11.00 | 66.00 | 70.00 | 420.00 |
| 736-12-A | conductor, 3c (power) | 6 | ln m | 10.00 | 60.00 | 15.00 | 90.00 | 10.00 | 60.00 | 15.00 | 90.00 |
| 736-12-B | conductor, 3c (signal - #14 awg, stranded) | 81 | ln m | 6.00 | 486.00 | 20.00 | 1,620.00 | 6.00 | 486.00 | 21.00 | 1,701.00 |
| 740-01 | construction layout | lump | lump | 160,000.00 | 160,000.00 | 100,000.00 | 100,000.00 | 125,000.00 | 125,000.00 | 25,000.00 | 25,000.00 |
| 741-09 | adjusting water house connections | 6 | ea | 600.00 | 3,600.00 | 200.00 | 1,200.00 | 500.00 | 3,000.00 | 525.00 | 3,150.00 |
| 741-10 | adjusting water service lines | 30 | ln m | 100.00 | 3,000.00 | 16.50 | 495.00 | 65.00 | 1,950.00 | 29.50 | 885.00 |
| 741-11 | adjusting water valve and meter box | 3 | ea | 500.00 | 1,500.00 | 750.00 | 2,250.00 | 500.00 | 1,500.00 | 400.00 | 1,200.00 |
| 742-01-C | sanitary sewer pipe (200 mm) | 60 | ln m | 150.00 | 9,000.00 | 165.00 | 9,900.00 | 200.00 | 12,000.00 | 90.00 | 5,400.00 |
| 742-01-E-01 | sanitary sewer pipe (300 mm)(ductile iron pipe) | 26 | ln m | 450.00 | 11,700.00 | 1,300.00 | 33,800.00 | 425.00 | 11,050.00 | 190.00 | 4,940.00 |
| 742-02 | adjusting sanitary sewer house connections | 10 | ea | 700.00 | 7,000.00 | 500.00 | 5,000.00 | 600.00 | 6,000.00 | 650.00 | 6,500.00 |
| 742-03 | adjusting sanitary sewer service lines | 50 | ln m | 100.00 | 5,000.00 | 33.00 | 1,650.00 | 100.00 | 5,000.00 | 50.00 | 2,500.00 |
| 744-01 | traffic control management | lump | lump | 10,000.00 | 10,000.00 | 7,000.00 | 7,000.00 | 40,000.00 | 40,000.00 | 200,000.00 | 200,000.00 |
| S-001 | rumble strips (ground-in) | 2.2 | km | 1,400.00 | 3,080.00 | 1,200.00 | 2,640.00 | 2,400.00 | 5,280.00 | 2,500.00 | 5,500.00 |
| S-002 | riser (galvanized steel, 50 mm diameter) | 1 | each | 1,900.00 | 1,900.00 | 1,460.00 | 1,460.00 | 2,200.00 | 2,200.00 | 1,600.00 | 1,600.00 |
| SUBTOTAL GENERAL | 5,642,059.35 | 5,874,889.05 | 6,617,518.20 | 4,965,170.00 | |||||||
| ALTERNATE A | |||||||||||
| ALTERNATE A1 | |||||||||||
| 302-02-E-01 | class ii base course (200 mm thick)(stone or recycled pcc) |
52,299.5 | sq m | 18.00 | 941,391.00 | 20.00 | 1,045,990.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 302-02-F-01 | class ii base course (225 mm thick)(stone or recycled pcc) |
2,822.0 | sq m | 24.00 | 67,728.00 | 22.00 | 62,084.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 502-01 | superpave asphaltic concrete | 2,269.2 | Mg | 75.00 | 170,190.00 | 76.00 | 172,459.20 | 0.00 | 0.00 | 0.00 | 0.00 |
| 502-01-A | superpave asphaltic concrete (drives, turnouts and miscellaneous) |
145.1 | Mg | 150.00 | 21,765.00 | 82.00 | 11,898.20 | 0.00 | 0.00 | 0.00 | 0.00 |
| 601-01-G | portland cement concrete pavement (200 mm thick) | 47,931.6 | sq m | 47.00 | 2,252,785.20 | 51.00 | 2,444,511.60 | 0.00 | 0.00 | 0.00 | 0.00 |
| 601-02-G | portland cement concrete pavement (200 mm thick) (crossovers & turnouts) |
1,733.2 | sq m | 62.00 | 107,458.40 | 90.00 | 155,988.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 601-04 | portland cement concrete pavement coring | 13 | ea | 100.00 | 1,300.00 | 175.00 | 2,275.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 703-03 | perforated pipe underdrains | 4,084 | ln m | 29.00 | 118,436.00 | 48.00 | 196,032.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 707-01 | concrete curb | 4,147.1 | ln m | 12.00 | 49,765.20 | 45.00 | 186,619.50 | 0.00 | 0.00 | 0.00 | 0.00 |
| 732-03-A-01 | plastic pvmt striping(broken line)(100mm width) (preformed marking tape - type v) |
5.529 | km | 2,400.00 | 13,269.60 | 3,000.00 | 16,587.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| SUBTOTAL ALT A1 | 3,744,088.40 | 4,294,444.50 | |||||||||
| ALTERNATE A2 | |||||||||||
| 302-02-E-01 | class ii base course (200 mm thick)(stone or recycled pcc) |
841.2 | sq m | 0.00 | 0.00 | 0.00 | 0.00 | 29.00 | 24,394.80 | 23.25 | 19,557.90 |
| 302-02-F-01 | class ii base course (225 mm thick)(stone or recycled pcc) |
50,718.0 | sq m | 0.00 | 0.00 | 0.00 | 0.00 | 30.00 | 1,521,540.00 | 26.05 | 1,321,203.90 |
| 502-01 | superpave asphaltic concrete | 20,993.4 | Mg | 0.00 | 0.00 | 0.00 | 0.00 | 78.00 | 1,637,485.20 | 73.75 | 1,548,263.25 |
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
857.9 | Mg | 0.00 | 0.00 | 0.00 | 0.00 | 120.00 | 102,948.00 | 79.00 | 67,774.10 |
| 703-03 | perforated pipe underdrains | 4,105 | ln m | 0.00 | 0.00 | 0.00 | 0.00 | 30.00 | 123,150.00 | 32.00 | 131,360.00 |
| 707-03 | combination concrete curb & gutter | 4,147.7 | ln m | 0.00 | 0.00 | 0.00 | 0.00 | 70.00 | 290,339.00 | 58.25 | 241,603.52 |
| 732-03-A | plastic pavement striping (broken line)(100 mm width) | 5.529 | km | 0.00 | 0.00 | 0.00 | 0.00 | 550.00 | 3,040.95 | 1,355.00 | 7,491.79 |
| SUBTOTAL ALT A2 | 3,702,897.95 | 3,337,254.46 | |||||||||
| ITEM TOTAL (CONSTRUCTION BID) | 9,386,147.75 | 10,169,333.55 | 10,320,416.15 | IRREGULAR | |||||||
| Number of Days Bid at $1,000 per day. | 400 | 400,000.00 | 400 | 400,000.00 | 400 | 400,000.00 | 400 | 400,000.00 | |||
| TOTAL BID | 9,786,147.75 | 10,569,333.55 | 10,720,416.15 | IRREGULAR | |||||||