| |||
| DBE GOAL FED | |||
| Lead Project: 013-12-0032 | |||
| Parish: ST TAMMANY | |||
| Routes: US 190, LA 1087, LA 59 | |||
| Description: LA 22 TO BAYOU CASTINE | |||
| Type Const:
grading, drain struct, class ii bc, cold planing, superpave acp, pccp, sidewalks, traffic signals, and related work. | |||
| Estimated Construction Cost: $17,903,453.72 | |||
| Maximum Number of Days Allowed for Construction: 740 | |||
| Calculated Daily User Cost: $5,000.00 | |||
| Rank | License | Bidder | Construction Bid | Bidder's Proposed Contract Time | Life Cycle Cost | Total Bid |
|---|---|---|---|---|---|---|
| 1 | 02179 | BOH BROS. CONSTRUCTION CO., LLC. | $23,626,020.61 | 550 | $2,366,200 | $28,742,220.61 |
| 2 | 06276 | BARRIERE CONSTRUCTION CO., LLC. | $28,282,036.70 | 600 | $2,366,200 | $33,648,236.70 |
| 3 | 34567 | JAMES CONSTRUCTION GROUP LLC | $31,526,350.02 | 677 | $1,625,500 | $36,536,850.02 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - BOH BROS. CONSTRUCTION CO., LLC. |
- 2 - BARRIERE CONSTRUCTION CO., LLC. |
- 3 - JAMES CONSTRUCTION GROUP LLC |
|
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing and grubbing | lump | lump | 50,000.00 | 50,000.00 | 80,000.00 | 80,000.00 | 500,000.00 | 500,000.00 | ||
| 202-01 | removal of structures & obstructions | lump | lump | 100,000.00 | 100,000.00 | 150,000.00 | 150,000.00 | 65,000.00 | 65,000.00 | ||
| 202-02-B | removal of concrete box culverts | 2 | ea | 5,600.00 | 11,200.00 | 55,000.00 | 110,000.00 | 2,500.00 | 5,000.00 | ||
| 202-02-C | removal of portland cement concrete pavement | 11,775 | sq m | 7.00 | 82,425.00 | 10.00 | 117,750.00 | 14.00 | 164,850.00 | ||
| 202-02-D | removal of concrete walks & drives | 5,877 | sq m | 5.00 | 29,385.00 | 15.00 | 88,155.00 | 8.00 | 47,016.00 | ||
| 202-02-G | removal of surfacing & stabilized base | 34,035.3 | sq m | 5.00 | 170,176.50 | 18.00 | 612,635.40 | 5.50 | 187,194.15 | ||
| 202-02-H | removal of guard rail | 64 | ln m | 10.00 | 640.00 | 9.00 | 576.00 | 15.00 | 960.00 | ||
| 202-02-I | removal of traffic signal equipment | lump | lump | 6,500.00 | 6,500.00 | 8,000.00 | 8,000.00 | 10,000.00 | 10,000.00 | ||
| 202-02-J | removal of brick fence | 7.6 | lnm | 55.00 | 418.00 | 200.00 | 1,520.00 | 200.00 | 1,520.00 | ||
| 202-02-K | removal of light poles | 3 | each | 850.00 | 2,550.00 | 900.00 | 2,700.00 | 850.00 | 2,550.00 | ||
| 203-01 | general excavation (plan quantity) | 56,534 | cu m | 10.00 | 565,340.00 | 14.50 | 819,743.00 | 15.00 | 848,010.00 | ||
| 203-02 | drainage excavation | 392 | cu m | 51.50 | 20,188.00 | 22.00 | 8,624.00 | 16.00 | 6,272.00 | ||
| 203-03 | muck excavation | 126 | cu m | 45.00 | 5,670.00 | 35.00 | 4,410.00 | 20.00 | 2,520.00 | ||
| 203-04 | embankment (plan quantity) | 20,937 | cu m | 10.00 | 209,370.00 | 25.00 | 523,425.00 | 25.00 | 523,425.00 | ||
| 204-05-A | temporary sediment check dams (hay) | 100 | ea | 100.00 | 10,000.00 | 100.00 | 10,000.00 | 95.00 | 9,500.00 | ||
| 204-06 | temporary silt fencing | 406 | ln m | 10.00 | 4,060.00 | 15.00 | 6,090.00 | 13.00 | 5,278.00 | ||
| 302-02-C | class ii base course (250 mm thick) | 121,922.7 | sq m | 22.00 | 2,682,299.40 | 32.00 | 3,901,526.40 | 35.00 | 4,267,294.50 | ||
| 304-01 | lime | 10,259.90 | Mg | 0.10 | 1,025.99 | 0.01 | 102.60 | 145.00 | 1,487,685.50 | ||
| 304-04-D-01 | lime treatment (type d) (300 mm thick)(granular or slurry) |
60,962 | sq m | 0.15 | 9,144.30 | 4.00 | 243,848.00 | 3.50 | 213,367.00 | ||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 1,500.0 | cu m | 60.00 | 90,000.00 | 120.00 | 180,000.00 | 85.00 | 127,500.00 | ||
| 509-01 | cold planing asphaltic pavement | 35,918 | sq m | 3.00 | 107,754.00 | 5.00 | 179,590.00 | 2.00 | 71,836.00 | ||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 896 | cu m | 10.00 | - 8,960.00 | 7.00 | - 6,272.00 | 1.00 | - 896.00 | ||
| 701-02-F | cross drain pipe arch (900 mm equiv. rcpa) | 106.0 | ln m | 800.00 | 84,800.00 | 700.00 | 74,200.00 | 650.00 | 68,900.00 | ||
| 701-03-F | storm drain pipe (375 mm rcp/pcp) | 3,297.8 | ln m | 180.00 | 593,604.00 | 200.00 | 659,560.00 | 330.00 | 1,088,274.00 | ||
| 701-03-F-01 | storm drain pipe (375 mm rcp/pcp)(outfall) | 63.0 | ln m | 190.00 | 11,970.00 | 170.00 | 10,710.00 | 370.00 | 23,310.00 | ||
| 701-03-G | storm drain pipe (450 mm rcp/pcp) | 917.6 | ln m | 230.00 | 211,048.00 | 250.00 | 229,400.00 | 350.00 | 321,160.00 | ||
| 701-03-I | storm drain pipe (600 mm rcp/pcp) | 1,235.5 | ln m | 340.00 | 420,070.00 | 330.00 | 407,715.00 | 410.00 | 506,555.00 | ||
| 701-03-K | storm drain pipe (750 mm rcp/pcp) | 826.8 | ln m | 440.00 | 363,792.00 | 430.00 | 355,524.00 | 500.00 | 413,400.00 | ||
| 701-03-M | storm drain pipe (900 mm rcp/pcp) | 1,075.5 | ln m | 520.00 | 559,260.00 | 580.00 | 623,790.00 | 700.00 | 752,850.00 | ||
| 701-03-N | storm drain pipe (1050 mm rcp/pcp) | 893.9 | ln m | 630.00 | 563,157.00 | 720.00 | 643,608.00 | 700.00 | 625,730.00 | ||
| 701-03-O | storm drain pipe (1200 mm rcp/pcp) | 171.3 | ln m | 760.00 | 130,188.00 | 730.00 | 125,049.00 | 870.00 | 149,031.00 | ||
| 701-03-Q | storm drain pipe (1500 mm rcp/pcp) | 594.4 | ln m | 1,100.00 | 653,840.00 | 1,200.00 | 713,280.00 | 1,100.00 | 653,840.00 | ||
| 701-03-S | storm drain pipe (1800 mm rcp/pcp) | 130.4 | ln m | 1,270.00 | 165,608.00 | 1,300.00 | 169,520.00 | 1,500.00 | 195,600.00 | ||
| 701-04-F-01 | storm drain pipe arch (900 mm equiv. cmpa)(outfall) | 162.9 | ln m | 630.00 | 102,627.00 | 700.00 | 114,030.00 | 350.00 | 57,015.00 | ||
| 701-04-G | storm drain pipe arch (1050 mm equiv. rcpa) | 43.3 | ln m | 730.00 | 31,609.00 | 900.00 | 38,970.00 | 770.00 | 33,341.00 | ||
| 701-04-G-01 | storm drain pipe arch (1050 mm equiv. cmpa)(outfall) | 62.1 | ln m | 1,100.00 | 68,310.00 | 700.00 | 43,470.00 | 600.00 | 37,260.00 | ||
| 701-04-L | storm drain pipe arch (1800 mm equiv. rcpa) | 94.7 | ln m | 1,500.00 | 142,050.00 | 1,400.00 | 132,580.00 | 1,500.00 | 142,050.00 | ||
| 701-04-L-01 | storm drain pipe arch (1800 mm equiv. cmpa)(outfall) | 24.9 | ln m | 4,100.00 | 102,090.00 | 1,200.00 | 29,880.00 | 1,000.00 | 24,900.00 | ||
| 701-05-G | side drain pipe (450 mm) | 12.2 | ln m | 200.00 | 2,440.00 | 200.00 | 2,440.00 | 420.00 | 5,124.00 | ||
| 701-06-F | side drain pipe arch (900 mm equiv.) | 25.2 | ln m | 780.00 | 19,656.00 | 500.00 | 12,600.00 | 630.00 | 15,876.00 | ||
| 701-06-G | side drain pipe arch (1050 mm equiv.) | 107.6 | ln m | 950.00 | 102,220.00 | 600.00 | 64,560.00 | 790.00 | 85,004.00 | ||
| 701-09 | fabricating pipe fittings | 39 | ea | 1,000.00 | 39,000.00 | 1,100.00 | 42,900.00 | 3,000.00 | 117,000.00 | ||
| 702-02-A | manholes (mh-06) | 5 | ea | 8,000.00 | 40,000.00 | 9,000.00 | 45,000.00 | 14,000.00 | 70,000.00 | ||
| 702-02-F | manholes (mh-01) | 49 | ea | 5,300.00 | 259,700.00 | 10,000.00 | 490,000.00 | 6,000.00 | 294,000.00 | ||
| 702-02-G | manholes (r-cb-46) | 9 | ea | 4,300.00 | 38,700.00 | 3,000.00 | 27,000.00 | 8,000.00 | 72,000.00 | ||
| 702-03-A | catch basins (cb-01) | 124 | ea | 4,900.00 | 607,600.00 | 3,000.00 | 372,000.00 | 3,000.00 | 372,000.00 | ||
| 702-03-B | catch basins (cb-02) | 3 | ea | 7,400.00 | 22,200.00 | 6,000.00 | 18,000.00 | 6,500.00 | 19,500.00 | ||
| 702-03-C | catch basins (cb-06) | 201 | ea | 5,300.00 | 1,065,300.00 | 7,000.00 | 1,407,000.00 | 5,000.00 | 1,005,000.00 | ||
| 702-03-F | catch basins (cb-08) | 29 | ea | 10,900.00 | 316,100.00 | 12,000.00 | 348,000.00 | 9,000.00 | 261,000.00 | ||
| 702-03-I | catch basins (r-cb-22a) | 11 | ea | 9,600.00 | 105,600.00 | 10,000.00 | 110,000.00 | 9,000.00 | 99,000.00 | ||
| 702-04-A | adjusting manholes | 4 | ea | 500.00 | 2,000.00 | 700.00 | 2,800.00 | 2,000.00 | 8,000.00 | ||
| 703-01 | shoulder underdrain systems | 8,907 | ln m | 30.00 | 267,210.00 | 23.00 | 204,861.00 | 40.00 | 356,280.00 | ||
| 704-01-B | guard rail (single thrie beam)(1905 mm post spacing) | 13.35 | ln m | 150.00 | 2,002.50 | 175.00 | 2,336.25 | 145.00 | 1,935.75 | ||
| 704-01-C | guard rail (double thrie beam)(950 mm post spacing) | 15.24 | ln m | 170.00 | 2,590.80 | 180.00 | 2,743.20 | 165.00 | 2,514.60 | ||
| 704-03 | blocked out guard rail | 136.73 | ln m | 60.00 | 8,203.80 | 65.00 | 8,887.45 | 60.00 | 8,203.80 | ||
| 704-06 | guard rail anchor sections (trailing end) | 7.64 | ln m | 200.00 | 1,528.00 | 200.00 | 1,528.00 | 195.00 | 1,489.80 | ||
| 704-08-B | guard rail transitions (double thrie beam) | 64.78 | ln m | 165.00 | 10,688.70 | 180.00 | 11,660.40 | 160.00 | 10,364.80 | ||
| 704-11-A | guard rail end treatment (flared) | 8 | ea | 2,100.00 | 16,800.00 | 2,100.00 | 16,800.00 | 2,000.00 | 16,000.00 | ||
| 705-06-B | chain link fence (1500 mm height) | 437 | ln m | 60.00 | 26,220.00 | 60.00 | 26,220.00 | 60.00 | 26,220.00 | ||
| 706-01-A | concrete walk (100 mm thick) | 10,057.3 | sq m | 58.00 | 583,323.40 | 60.00 | 603,438.00 | 60.00 | 603,438.00 | ||
| 706-02-A | concrete drive (100 mm thick) | 4,376.6 | sq m | 64.00 | 280,102.40 | 60.00 | 262,596.00 | 62.00 | 271,349.20 | ||
| 706-03-A | incidental concrete paving (100 mm thick) | 257.0 | sq m | 58.00 | 14,906.00 | 60.00 | 15,420.00 | 65.00 | 16,705.00 | ||
| 708-01 | right-of-way monument | 257 | ea | 170.00 | 43,690.00 | 100.00 | 25,700.00 | 140.00 | 35,980.00 | ||
| 713-01 | temporary signs & barricades | lump | lump | 153,000.00 | 153,000.00 | 500,000.00 | 500,000.00 | 375,000.00 | 375,000.00 | ||
| 713-03-C | temporary pavement markings (200 mm width) | 775 | ln m | 1.00 | 775.00 | 1.00 | 775.00 | 1.33 | 1,030.75 | ||
| 713-04-A | temporary pavement markings (broken line)(100 mm width) (1.2 m length) |
12.029 | km | 180.00 | 2,165.22 | 100.00 | 1,202.90 | 610.00 | 7,337.69 | ||
| 713-05-A | temporary pavement markings (solid line)(100 mm width) | 2.989 | km | 1,000.00 | 2,989.00 | 1,000.00 | 2,989.00 | 936.00 | 2,797.70 | ||
| 713-06-A | temporary pavement legends and symbols (arrow) | 24 | ea | 58.00 | 1,392.00 | 60.00 | 1,440.00 | 54.00 | 1,296.00 | ||
| 713-06-C | temporary pavement legends and symbols (only) | 24 | ea | 58.00 | 1,392.00 | 60.00 | 1,440.00 | 54.00 | 1,296.00 | ||
| 713-07 | temporary reflectorized raised pavement markers | 3,261 | ea | 5.50 | 17,935.50 | 6.00 | 19,566.00 | 5.20 | 16,957.20 | ||
| 716-01-A | mulch (vegetative) | 1.0 | hctr | 2,100.00 | 2,100.00 | 2,400.00 | 2,400.00 | 2,000.00 | 2,000.00 | ||
| 717-01 | seeding | 168 | kg | 18.00 | 3,024.00 | 20.00 | 3,360.00 | 18.00 | 3,024.00 | ||
| 718-01 | fertilizer | 5,609 | kg | 0.60 | 3,365.40 | 0.60 | 3,365.40 | 0.50 | 2,804.50 | ||
| 719-01-A | plants (magnolia grandiflora 'brackens brown beauty' 246 liter container only) |
73 | ea | 850.00 | 62,050.00 | 1,000.00 | 73,000.00 | 840.00 | 61,320.00 | ||
| 719-01-B | plants (elaeagnus (elaeagnus pungens 'rotundifolia')) (27 liter container only) |
15 | ea | 52.00 | 780.00 | 60.00 | 900.00 | 50.00 | 750.00 | ||
| 719-02 | top dressing mulch (152mm depth) | 179 | sq m | 12.00 | 2,148.00 | 14.00 | 2,506.00 | 12.00 | 2,148.00 | ||
| 720-01-B | erosion control system, slope protection (type b) | 365 | sq m | 1.50 | 547.50 | 1.80 | 657.00 | 1.50 | 547.50 | ||
| 720-01-C | erosion control system, flexible channel liner (type c) | 98 | sq m | 2.50 | 245.00 | 3.00 | 294.00 | 2.50 | 245.00 | ||
| 721-01 | asphalt mulch | 606 | l | 0.65 | 393.90 | 0.70 | 424.20 | 0.60 | 363.60 | ||
| 722-01 | project site laboratory | 1 | ea | 25,000.00 | 25,000.00 | 70,000.00 | 70,000.00 | 10,000.00 | 10,000.00 | ||
| 725-02 | temporary detour roads | 3,710.6 | sq m | 100.00 | 371,060.00 | 93.00 | 345,085.80 | 130.00 | 482,378.00 | ||
| 726-01 | bedding material | 14,448.2 | cu m | 94.00 | 1,358,130.80 | 90.00 | 1,300,338.00 | 80.00 | 1,155,856.00 | ||
| 727-01 | mobilization | lump | lump | 2,350,000.00 | 2,350,000.00 | 1,200,000.00 | 1,200,000.00 | 3,100,000.00 | 3,100,000.00 | ||
| 729-01 | sign (type a) | 26.29 | sq m | 300.00 | 7,887.00 | 220.00 | 5,783.80 | 278.00 | 7,308.62 | ||
| 729-21 | u-channel post | 2 | ea | 60.00 | 120.00 | 90.00 | 180.00 | 55.00 | 110.00 | ||
| 730-01 | trenching and backfilling | 390 | ln m | 10.00 | 3,900.00 | 10.00 | 3,900.00 | 10.00 | 3,900.00 | ||
| 730-02-A | conduit with conductors (2-#8, 1-#8gd in 32mm rgs conduit) |
20 | linm | 55.00 | 1,100.00 | 60.00 | 1,200.00 | 52.00 | 1,040.00 | ||
| 730-02-B | conduit with conductors (2-#8, 1-#8gd in 25mm rgs conduit) |
330 | linm | 21.00 | 6,930.00 | 22.00 | 7,260.00 | 20.00 | 6,600.00 | ||
| 730-02-C | conduit with conductors (2-#8, 1-#8gd in 25mm pvc conduit) |
60 | linm | 20.00 | 1,200.00 | 20.00 | 1,200.00 | 20.00 | 1,200.00 | ||
| 730-08 | electrical service point | 1 | ea | 2,500.00 | 2,500.00 | 2,500.00 | 2,500.00 | 2,500.00 | 2,500.00 | ||
| 730-11 | removal and disposal of electrical equipment | lump | lump | 700.00 | 700.00 | 700.00 | 700.00 | 650.00 | 650.00 | ||
| 730-15 | relocate light poles (size and type) | 8 | ea | 2,400.00 | 19,200.00 | 2,500.00 | 20,000.00 | 2,300.00 | 18,400.00 | ||
| 730-18 | service pole | 1 | ea | 800.00 | 800.00 | 900.00 | 900.00 | 750.00 | 750.00 | ||
| 731-02 | reflectorized raised pavement markers | 2,181 | each | 5.50 | 11,995.50 | 6.00 | 13,086.00 | 5.30 | 11,559.30 | ||
| 732-02-A | plastic pavement striping (solid line)(100 mm width) | 32.803 | km | 1,500.00 | 49,204.50 | 1,500.00 | 49,204.50 | 1,550.00 | 50,844.65 | ||
| 732-02-C | plastic pavement striping (solid line)(200 mm width) | 0.467 | km | 3,000.00 | 1,401.00 | 3,000.00 | 1,401.00 | 2,937.00 | 1,371.58 | ||
| 732-02-E | plastic pavement striping (solid line)(600 mm width) | 0.312 | km | 6,000.00 | 1,872.00 | 7,000.00 | 2,184.00 | 10,000.00 | 3,120.00 | ||
| 732-03-A | plastic pavement striping (broken line)(100 mm width) | 17.117 | km | 1,500.00 | 25,675.50 | 1,500.00 | 25,675.50 | 1,469.00 | 25,144.87 | ||
| 732-03-C | plastic pavement striping (broken line)(200 mm width) | 0.204 | km | 3,000.00 | 612.00 | 3,000.00 | 612.00 | 2,939.02 | 599.56 | ||
| 732-04-A | plastic pavement legends & symbols (arrow) | 30 | ea | 160.00 | 4,800.00 | 200.00 | 6,000.00 | 155.00 | 4,650.00 | ||
| 732-04-C | plastic pavement legends & symbols (only) | 24 | ea | 175.00 | 4,200.00 | 200.00 | 4,800.00 | 165.00 | 3,960.00 | ||
| 736-01 | trenching and backfilling | 1,160 | ln m | 10.00 | 11,600.00 | 10.00 | 11,600.00 | 9.50 | 11,020.00 | ||
| 736-03-A | jacking or boring conduit (75mm pec) | 294 | ln m | 55.00 | 16,170.00 | 60.00 | 17,640.00 | 55.00 | 16,170.00 | ||
| 736-04-A | signal support (12.2m mast arm) | 1 | each | 8,000.00 | 8,000.00 | 9,000.00 | 9,000.00 | 7,800.00 | 7,800.00 | ||
| 736-04-B | signal support (13.7m mast arm) | 3 | each | 9,000.00 | 27,000.00 | 9,000.00 | 27,000.00 | 8,500.00 | 25,500.00 | ||
| 736-04-C | signal support (16.8m mast arm) | 3 | each | 10,500.00 | 31,500.00 | 12,000.00 | 36,000.00 | 10,000.00 | 30,000.00 | ||
| 736-04-D | signal support (8.5m strain pole) | 2 | each | 6,400.00 | 12,800.00 | 7,000.00 | 14,000.00 | 6,200.00 | 12,400.00 | ||
| 736-04-E | signal support (8.8m strain pole) | 2 | each | 6,500.00 | 13,000.00 | 7,000.00 | 14,000.00 | 6,228.00 | 12,456.00 | ||
| 736-04-G | signal support (3.0m pedestal pole) | 1 | each | 1,200.00 | 1,200.00 | 1,400.00 | 1,400.00 | 1,200.00 | 1,200.00 | ||
| 736-05-B | signal heads (3-section, 305mm lens) | 38 | each | 850.00 | 32,300.00 | 900.00 | 34,200.00 | 850.00 | 32,300.00 | ||
| 736-05-C | signal heads (4-section, 305mm lens) | 1 | each | 1,100.00 | 1,100.00 | 1,200.00 | 1,200.00 | 1,000.00 | 1,000.00 | ||
| 736-06 | signal service | 3 | each | 1,100.00 | 3,300.00 | 1,200.00 | 3,600.00 | 1,000.00 | 3,000.00 | ||
| 736-08 | signal controller | 3 | each | 20,000.00 | 60,000.00 | 20,000.00 | 60,000.00 | 18,500.00 | 55,500.00 | ||
| 736-09-A | loop detector | 1,287 | ln m | 42.00 | 54,054.00 | 44.00 | 56,628.00 | 40.00 | 51,480.00 | ||
| 736-10-A | underground junction box (type d) | 9 | each | 300.00 | 2,700.00 | 300.00 | 2,700.00 | 275.00 | 2,475.00 | ||
| 736-10-B | underground junction box (type e) | 10 | each | 325.00 | 3,250.00 | 350.00 | 3,500.00 | 315.00 | 3,150.00 | ||
| 736-10-C | underground junction box (type f) | 14 | each | 400.00 | 5,600.00 | 400.00 | 5,600.00 | 375.00 | 5,250.00 | ||
| 736-10-D | underground junction box (type g) | 23 | each | 750.00 | 17,250.00 | 800.00 | 18,400.00 | 700.00 | 16,100.00 | ||
| 736-10-E | underground junction box (type h) | 3 | each | 800.00 | 2,400.00 | 800.00 | 2,400.00 | 745.00 | 2,235.00 | ||
| 736-11-A | conduit (25mm pec) | 412 | ln m | 10.00 | 4,120.00 | 10.00 | 4,120.00 | 10.00 | 4,120.00 | ||
| 736-11-B | conduit (50mm pec, sch 80) | 707 | ln m | 10.00 | 7,070.00 | 10.00 | 7,070.00 | 9.00 | 6,363.00 | ||
| 736-11-C | conduit (76mm pec, sch 80) | 41 | ln m | 18.00 | 738.00 | 18.00 | 738.00 | 16.00 | 656.00 | ||
| 736-12-A | conductor (3c #6 awg, concentric, service) | 33 | ln m | 16.00 | 528.00 | 16.00 | 528.00 | 15.00 | 495.00 | ||
| 736-12-B | conductor (2c #14 awg, stranded and shielded) | 1,314 | ln m | 6.00 | 7,884.00 | 6.00 | 7,884.00 | 6.00 | 7,884.00 | ||
| 736-12-D | conductor (10c #14 awg, stranded) | 849 | ln m | 7.00 | 5,943.00 | 7.00 | 5,943.00 | 6.50 | 5,518.50 | ||
| 736-12-E | conductor (6 pair #19 awg, imsa 20-6, interconnect) | 728 | ln m | 9.00 | 6,552.00 | 9.00 | 6,552.00 | 8.00 | 5,824.00 | ||
| 740-01 | construction layout | lump | lump | 200,000.00 | 200,000.00 | 500,000.00 | 500,000.00 | 400,000.00 | 400,000.00 | ||
| 742-01-A | sanitary sewer pipe (100mm) | 42 | ln m | 100.00 | 4,200.00 | 270.00 | 11,340.00 | 350.00 | 14,700.00 | ||
| 742-01-B | sanitary sewer pipe (200mm) | 176 | ln m | 120.00 | 21,120.00 | 280.00 | 49,280.00 | 400.00 | 70,400.00 | ||
| 742-01-C | sanitary sewer pipe (cast iron)(200mm) | 6 | ln m | 400.00 | 2,400.00 | 500.00 | 3,000.00 | 500.00 | 3,000.00 | ||
| 742-04-A | casing(200mm concrete) | 13 | ln m | 300.00 | 3,900.00 | 500.00 | 6,500.00 | 250.00 | 3,250.00 | ||
| 744-01 | traffic control management | lump | lump | 17,000.00 | 17,000.00 | 50,000.00 | 50,000.00 | 10,000.00 | 10,000.00 | ||
| 805-01 | class a concrete | 169.47 | cu m | 2,610.00 | 442,316.70 | 2,500.00 | 423,675.00 | 2,000.00 | 338,940.00 | ||
| 806-01 | deformed reinforcing steel | 14,114 | kg | 2.75 | 38,813.50 | 3.00 | 42,342.00 | 2.00 | 28,228.00 | ||
| S-001 | pedestrian push button detector | 14 | each | 160.00 | 2,240.00 | 180.00 | 2,520.00 | 150.00 | 2,100.00 | ||
| S-002 | dynamic message sign unit | 2 | each | 20,000.00 | 40,000.00 | 25,000.00 | 50,000.00 | 30,000.00 | 60,000.00 | ||
| S-003 | tree trimming | 8 | each | 3,000.00 | 24,000.00 | 4,000.00 | 32,000.00 | 2,800.00 | 22,400.00 | ||
| SUBTOTAL GENERAL | 17,865,630.81 | 20,736,889.80 | 24,056,858.12 | ||||||||
| ALTERNATE A | pavement type | ||||||||||
| ALTERNATE A1 | pcc | ||||||||||
| 502-01 | superpave asphaltic concrete | 20,288.1 | Mg | 0.00 | 0.00 | 0.00 | 0.00 | 80.00 | 1,623,048.00 | ||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
400.5 | Mg | 0.00 | 0.00 | 0.00 | 0.00 | 120.00 | 48,060.00 | ||
| 601-01-I | portland cement concrete pavement (225 mm thick) | 95,242.8 | sq m | 0.00 | 0.00 | 0.00 | 0.00 | 60.00 | 5,714,568.00 | ||
| 707-01 | concrete curb | 11,973.7 | ln m | 0.00 | 0.00 | 0.00 | 0.00 | 7.00 | 83,815.90 | ||
| SUBTOTAL ALT A1 | 7,469,491.90 | ||||||||||
| ALTERNATE A2 | asphalt | ||||||||||
| 502-01 | superpave asphaltic concrete | 66,738.6 | Mg | 68.00 | 4,538,224.80 | 91.00 | 6,073,212.60 | 0.00 | 0.00 | ||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
1,447.8 | Mg | 120.00 | 173,736.00 | 147.00 | 212,826.60 | 0.00 | 0.00 | ||
| 601-01-I | portland cement concrete pavement (225 mm thick) | 2,803.6 | sq m | 75.00 | 210,270.00 | 69.00 | 193,448.40 | 0.00 | 0.00 | ||
| 707-03 | combination concrete curb and gutter | 11,973.7 | ln m | 70.00 | 838,159.00 | 89.00 | 1,065,659.30 | 0.00 | 0.00 | ||
| SUBTOTAL ALT A2 | 5,760,389.80 | 7,545,146.90 | |||||||||
| ITEM TOTAL (CONSTRUCTION BID) | 23,626,020.61 | 28,282,036.70 | 31,526,350.02 | ||||||||
| Number of Days Bid at $5,000 per day. | 550 | 2,750,000.00 | 600 | 3,000,000.00 | 677 | 3,385,000.00 | 0 | ||||
| Life Cycle Cost | 2,366,200.00 | 2,366,200.00 | 1,625,500.00 | ||||||||
| TOTAL BID | 28,742,220.61 | 33,648,236.70 | 36,536,850.02 | ||||||||