| |||
| Lead Project: 019-04-0037 | |||
| Parish: W FELICIANA | |||
| Routes: US 61 | |||
| Description: ST. FRANCISVILLE - BAINS | |||
| Type Const:
grading, drain struct, class ii bc, subgrade layer, lime trmt, (alt. a1-superpave acp; alt.a2-pccp), concrete slab span bridge, and related work. | |||
| Estimated Construction Cost: $31,874,712.28 | |||
| Maximum Number of Days Allowed for Construction: 790 | |||
| Calculated Daily User Cost: $1,000.00 | |||
| Rank | License | Bidder | Construction Bid | Bidder's Proposed Contract Time | Life Cycle Cost | Total Bid |
|---|---|---|---|---|---|---|
| 1 | 39462 | DENTON-JAMES LLC | $29,470,499.24 | 790 | $590,700.00 | $30,851,199.24 |
| 2 | 34567 | JAMES CONSTRUCTION GROUP LLC | $29,578,273.56 | 790 | $590,700.00 | $30,958,973.56 |
| 3 | 00046 | BARBER BROS. CONTRACTING CO., L.L.C | $29,656,914.30 | 690 | $2,140,500.00 | $32,487,414.30 |
| 4 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $30,564,368.75 | 750 | $590,700.00 | $31,905,068.75 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - DENTON-JAMES LLC |
- 2 - JAMES CONSTRUCTION GROUP LLC |
- 3 - BARBER BROS. CONTRACTING CO., L.L.C |
- 4 - GILCHRIST CONSTRUCTION CO. LLC |
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing & grubbing | lump | LUMP | 700,000.00 | 700,000.00 | 800,000.00 | 800,000.00 | 200,000.00 | 200,000.00 | 800,000.00 | 800,000.00 |
| 202-01 | removal of structures & obstructions | lump | LUMP | 60,000.00 | 60,000.00 | 120,000.00 | 120,000.00 | 120,000.00 | 120,000.00 | 120,000.00 | 120,000.00 |
| 202-02-A | removal of bridges(sta.386+63.43;33'x 362'concrete slab span bridge) |
1 | EACH | 50,000.00 | 50,000.00 | 200,000.00 | 200,000.00 | 200,000.00 | 200,000.00 | 45,000.00 | 45,000.00 |
| 202-02-B | removal of concrete box culverts (sta.152+55;5'x 3'x 90') |
1 | EACH | 8,000.00 | 8,000.00 | 6,000.00 | 6,000.00 | 8,000.00 | 8,000.00 | 8,500.00 | 8,500.00 |
| 202-02-C | removal of portland cement concrete pavement | 29,350 | SQYD | 5.00 | 146,750.00 | 7.00 | 205,450.00 | 20.00 | 587,000.00 | 3.95 | 115,932.50 |
| 202-02-D | removal of concrete walks & drives | 4,264 | SQYD | 10.00 | 42,640.00 | 3.00 | 12,792.00 | 25.00 | 106,600.00 | 6.50 | 27,716.00 |
| 202-02-G | removal of surfacing & stabilized base | 123,551.4 | SQYD | 3.00 | 370,654.20 | 7.50 | 926,635.50 | 3.30 | 407,719.62 | 2.65 | 327,411.21 |
| 202-02-H | removal of guard rail | 1,803 | LNFT | 6.00 | 10,818.00 | 5.00 | 9,015.00 | 5.00 | 9,015.00 | 10.00 | 18,030.00 |
| 202-02-I | removal of existing traffic signal equipment | lump | LUMP | 4,500.00 | 4,500.00 | 7,000.00 | 7,000.00 | 5,000.00 | 5,000.00 | 5,000.00 | 5,000.00 |
| 203-01 | general excavation | 112,620 | CUYD | 7.00 | 788,340.00 | 5.00 | 563,100.00 | 9.75 | 1,098,045.00 | 4.50 | 506,790.00 |
| 203-02 | drainage excavation | 3,960 | CUYD | 10.00 | 39,600.00 | 12.00 | 47,520.00 | 10.00 | 39,600.00 | 11.00 | 43,560.00 |
| 203-03 | embankment | 115,891 | CUYD | 10.00 | 1,158,910.00 | 10.00 | 1,158,910.00 | 8.50 | 985,073.50 | 10.04 | 1,163,545.64 |
| 204-02 | temporary hay or straw bales | 31 | EACH | 10.00 | 310.00 | 12.00 | 372.00 | 20.00 | 620.00 | 18.00 | 558.00 |
| 204-03 | temporary slope drains | 350 | LNFT | 15.00 | 5,250.00 | 18.00 | 6,300.00 | 6.00 | 2,100.00 | 25.00 | 8,750.00 |
| 204-05-A | temporary sediment check dams (hay) | 76 | EACH | 100.00 | 7,600.00 | 120.00 | 9,120.00 | 125.00 | 9,500.00 | 185.00 | 14,060.00 |
| 204-05-B | temporary sediment check dams (stone) | 20 | EACH | 800.00 | 16,000.00 | 350.00 | 7,000.00 | 700.00 | 14,000.00 | 700.00 | 14,000.00 |
| 204-06 | temporary silt fencing | 13,560 | LNFT | 2.00 | 27,120.00 | 2.50 | 33,900.00 | 2.20 | 29,832.00 | 1.20 | 16,272.00 |
| 302-02-E-01 | class ii base course (10" thick)(stone or recycled pccp) or (4" of stone or recycled pccp on 6" of soil cement) |
187,228.4 | SQYD | 17.00 | 3,182,882.80 | 18.50 | 3,463,725.40 | 19.75 | 3,697,760.90 | 17.00 | 3,182,882.80 |
| 302-02-G-01 | class ii base course (stone of recycled pccp)(14" avg. thickness) or (8" stone or recycled pccp on 6" soil cement) |
11,968.1 | SQYD | 26.00 | 311,170.60 | 35.00 | 418,883.50 | 32.75 | 391,955.28 | 26.50 | 317,154.65 |
| 304-01 | lime | 141.76 | TON | 170.00 | 24,099.20 | 135.00 | 19,137.60 | 175.00 | 24,808.00 | 160.00 | 22,681.60 |
| 304-04-D | lime treatment (type d) (12" thick) | 10,000 | SQYD | 2.50 | 25,000.00 | 2.00 | 20,000.00 | 0.60 | 6,000.00 | 1.65 | 16,500.00 |
| 305-01-B | subgrade layer (8" thick) | 198,818 | SQYD | 6.20 | 1,232,671.60 | 5.50 | 1,093,499.00 | 5.75 | 1,143,203.50 | 5.50 | 1,093,499.00 |
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
202 | CUYD | 75.00 | 15,150.00 | 65.00 | 13,130.00 | 60.00 | 12,120.00 | 70.00 | 14,140.00 |
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 5,000.0 | CUYD | 45.00 | 225,000.00 | 65.00 | 325,000.00 | 40.00 | 200,000.00 | 60.00 | 300,000.00 |
| 509-01 | cold planing asphaltic pavement | 34,802 | SQYD | 1.80 | 62,643.60 | 1.25 | 43,502.50 | 1.50 | 52,203.00 | 2.00 | 69,604.00 |
| 509-02 | contractor retained reclaimed asphaltic pavement | - 1,934 | CUYD | 0.01 | - 19.34 | 0.01 | - 19.34 | 0.00 | 0.00 | 0.10 | - 193.40 |
| 510-01-B | pavement patching (12" minimum thickness) | 112 | SQYD | 130.00 | 14,560.00 | 350.00 | 39,200.00 | 120.00 | 13,440.00 | 175.00 | 19,600.00 |
| 701-01-G | cross drain pipe (18" rcp/pcp) | 72 | LNFT | 70.00 | 5,040.00 | 66.00 | 4,752.00 | 100.00 | 7,200.00 | 100.00 | 7,200.00 |
| 701-01-I | cross drain pipe (24" rcp/pcp) | 72 | LNFT | 85.00 | 6,120.00 | 73.00 | 5,256.00 | 130.00 | 9,360.00 | 120.00 | 8,640.00 |
| 701-01-M | cross drain pipe (36" rcp/pcp) | 120 | LNFT | 100.00 | 12,000.00 | 96.00 | 11,520.00 | 165.00 | 19,800.00 | 130.00 | 15,600.00 |
| 701-01-N | cross drain pipe (42" rcp/pcp) | 158 | LNFT | 140.00 | 22,120.00 | 111.00 | 17,538.00 | 180.00 | 28,440.00 | 180.00 | 28,440.00 |
| 701-03-F | storm drain pipe (15" rcp/pcp) | 21,557 | LNFT | 48.00 | 1,034,736.00 | 61.00 | 1,314,977.00 | 30.00 | 646,710.00 | 34.00 | 732,938.00 |
| 701-03-G | storm drain pipe (18" rcp/pcp) | 5,752 | LNFT | 54.00 | 310,608.00 | 66.00 | 379,632.00 | 35.00 | 201,320.00 | 40.00 | 230,080.00 |
| 701-03-I | storm drain pipe (24" rcp/pcp) | 2,823 | LNFT | 62.00 | 175,026.00 | 76.00 | 214,548.00 | 50.00 | 141,150.00 | 60.00 | 169,380.00 |
| 701-03-K | storm drain pipe (30" rcp/pcp) | 1,007 | LNFT | 78.00 | 78,546.00 | 89.00 | 89,623.00 | 60.00 | 60,420.00 | 90.00 | 90,630.00 |
| 701-03-M | storm drain pipe (36" rcp/pcp) | 570 | LNFT | 96.00 | 54,720.00 | 96.00 | 54,720.00 | 85.00 | 48,450.00 | 110.00 | 62,700.00 |
| 701-03-N | storm drain pipe (42" rcp/pcp) | 525 | LNFT | 120.00 | 63,000.00 | 116.00 | 60,900.00 | 120.00 | 63,000.00 | 130.00 | 68,250.00 |
| 701-03-O | storm drain pipe (48" rcp/pcp) | 845 | LNFT | 140.00 | 118,300.00 | 111.00 | 93,795.00 | 150.00 | 126,750.00 | 150.00 | 126,750.00 |
| 701-03-P | storm drain pipe (54" rcp/pcp) | 204 | LNFT | 190.00 | 38,760.00 | 121.00 | 24,684.00 | 180.00 | 36,720.00 | 200.00 | 40,800.00 |
| 701-03-Q | storm drain pipe (60" rcp/pcp) | 185 | LNFT | 250.00 | 46,250.00 | 127.00 | 23,495.00 | 240.00 | 44,400.00 | 220.00 | 40,700.00 |
| 701-03-S | storm drain pipe (72" rcp/pcp) | 453 | LNFT | 300.00 | 135,900.00 | 155.00 | 70,215.00 | 350.00 | 158,550.00 | 275.00 | 124,575.00 |
| 701-05-G | side drain pipe (18") | 221 | LNFT | 45.00 | 9,945.00 | 35.00 | 7,735.00 | 65.00 | 14,365.00 | 40.00 | 8,840.00 |
| 701-05-G-01 | side drain pipe (18")(bridge drain) | 60 | LNFT | 50.00 | 3,000.00 | 35.00 | 2,100.00 | 120.00 | 7,200.00 | 55.00 | 3,300.00 |
| 701-05-I | side drain pipe (24") | 50 | LNFT | 55.00 | 2,750.00 | 42.00 | 2,100.00 | 75.00 | 3,750.00 | 60.00 | 3,000.00 |
| 701-05-I-01 | side drain pipe (24")(erosion) | 50 | LNFT | 55.00 | 2,750.00 | 75.00 | 3,750.00 | 75.00 | 3,750.00 | 77.00 | 3,850.00 |
| 701-09 | fabricating pipe fittings | 5 | EACH | 1,600.00 | 8,000.00 | 2,200.00 | 11,000.00 | 2,000.00 | 10,000.00 | 600.00 | 3,000.00 |
| 702-02-B | manholes (r-cb-11) | 2 | EACH | 4,000.00 | 8,000.00 | 5,200.00 | 10,400.00 | 5,000.00 | 10,000.00 | 5,000.00 | 10,000.00 |
| 702-02-E | manholes (r-cb-32 mod) | 1 | EACH | 9,000.00 | 9,000.00 | 10,000.00 | 10,000.00 | 18,000.00 | 18,000.00 | 15,000.00 | 15,000.00 |
| 702-02-G | manholes (r-cb-36) | 8 | EACH | 2,000.00 | 16,000.00 | 4,300.00 | 34,400.00 | 3,000.00 | 24,000.00 | 9,500.00 | 76,000.00 |
| 702-03-A | catch basins (cb-01) | 85 | EACH | 2,500.00 | 212,500.00 | 1,100.00 | 93,500.00 | 2,500.00 | 212,500.00 | 2,200.00 | 187,000.00 |
| 702-03-B | catch basins (cb-02) | 3 | EACH | 3,400.00 | 10,200.00 | 1,200.00 | 3,600.00 | 5,000.00 | 15,000.00 | 3,300.00 | 9,900.00 |
| 702-03-C | catch basins (cb-06) | 179 | EACH | 4,200.00 | 751,800.00 | 1,600.00 | 286,400.00 | 3,650.00 | 653,350.00 | 4,400.00 | 787,600.00 |
| 702-03-D | catch basins (cb-07) | 99 | EACH | 4,400.00 | 435,600.00 | 1,800.00 | 178,200.00 | 4,800.00 | 475,200.00 | 5,600.00 | 554,400.00 |
| 702-03-F | catch basins (cb-08) | 13 | EACH | 6,400.00 | 83,200.00 | 2,000.00 | 26,000.00 | 8,000.00 | 104,000.00 | 9,300.00 | 120,900.00 |
| 702-03-H | catch basins (cb-05) | 1 | EACH | 1,600.00 | 1,600.00 | 1,800.00 | 1,800.00 | 1,500.00 | 1,500.00 | 1,400.00 | 1,400.00 |
| 702-04-A | adjusting manholes | 2 | EACH | 1,600.00 | 3,200.00 | 1,100.00 | 2,200.00 | 2,500.00 | 5,000.00 | 1,000.00 | 2,000.00 |
| 702-05-A | cross drain end treatment (1 barrel, 24"rcp or 30"cmp) | 1 | EACH | 6,000.00 | 6,000.00 | 6,000.00 | 6,000.00 | 2,500.00 | 2,500.00 | 3,400.00 | 3,400.00 |
| 703-03 | perforated pipe underdrains | 37,920 | LNFT | 10.00 | 379,200.00 | 8.00 | 303,360.00 | 10.00 | 379,200.00 | 12.00 | 455,040.00 |
| 704-03 | blocked out guard rail | 40.0 | LNFT | 25.00 | 1,000.00 | 25.00 | 1,000.00 | 30.00 | 1,200.00 | 26.50 | 1,060.00 |
| 704-08-B | guard rail transitions (double thrie beam) | 50.0 | LNFT | 60.00 | 3,000.00 | 60.00 | 3,000.00 | 75.00 | 3,750.00 | 73.00 | 3,650.00 |
| 704-11-A | guard rail end treatment (flared) | 2 | EACH | 2,500.00 | 5,000.00 | 2,500.00 | 5,000.00 | 3,000.00 | 6,000.00 | 2,900.00 | 5,800.00 |
| 706-02-C | concrete drive (6" thick) | 7,322.6 | SQYD | 47.00 | 344,162.20 | 55.00 | 402,743.00 | 60.00 | 439,356.00 | 55.00 | 402,743.00 |
| 708-01 | right-of-way monument | 145 | EACH | 200.00 | 29,000.00 | 200.00 | 29,000.00 | 225.00 | 32,625.00 | 280.00 | 40,600.00 |
| 708-02 | right-of-way monument witness post | 35 | EACH | 40.00 | 1,400.00 | 200.00 | 7,000.00 | 175.00 | 6,125.00 | 280.00 | 9,800.00 |
| 711-01-C | riprap (30 lb, 10") | 174 | SQYD | 90.00 | 15,660.00 | 80.00 | 13,920.00 | 75.00 | 13,050.00 | 55.00 | 9,570.00 |
| 711-01-E | riprap (130 lb, 24") | 2,666 | SQYD | 70.00 | 186,620.00 | 100.00 | 266,600.00 | 75.00 | 199,950.00 | 110.00 | 293,260.00 |
| 711-04 | geotextile fabric | 3,085 | SQYD | 1.80 | 5,553.00 | 2.00 | 6,170.00 | 3.50 | 10,797.50 | 2.30 | 7,095.50 |
| 713-01 | temporary signs & barricades | lump | LUMP | 400,000.00 | 400,000.00 | 130,000.00 | 130,000.00 | 500,000.00 | 500,000.00 | 275,000.00 | 275,000.00 |
| 713-03-B-01 | temporary pvmt. markings (broken line)(4" w)(10' l) (type i removable) |
10.000 | MILE | 2,700.00 | 27,000.00 | 2,500.00 | 25,000.00 | 3,000.00 | 30,000.00 | 3,000.00 | 30,000.00 |
| 713-04-A | temporary pavement markings (solid line)(4" width) | 36.916 | MILE | 480.00 | 17,719.68 | 475.00 | 17,535.10 | 550.00 | 20,303.80 | 530.00 | 19,565.48 |
| 713-08 | temporary precast concrete barrier (department furnished) |
28 | EACH | 500.00 | 14,000.00 | 350.00 | 9,800.00 | 350.00 | 9,800.00 | 470.00 | 13,160.00 |
| 716-01-A | mulch (vegetative) | 96.4 | TON | 350.00 | 33,740.00 | 350.00 | 33,740.00 | 400.00 | 38,560.00 | 335.00 | 32,294.00 |
| 717-01 | seeding | 1,242 | LB | 9.00 | 11,178.00 | 9.00 | 11,178.00 | 10.00 | 12,420.00 | 8.40 | 10,432.80 |
| 718-01 | fertilizer | 62,101 | LB | 0.40 | 24,840.40 | 0.50 | 31,050.50 | 0.50 | 31,050.50 | 0.50 | 31,050.50 |
| 718-02 | agricultural lime | 124.2 | TON | 80.00 | 9,936.00 | 80.00 | 9,936.00 | 90.00 | 11,178.00 | 90.00 | 11,178.00 |
| 719-01-A | plants (elaeagnus, 3 gallon container full form 24" min. ht., 18" - 24" spr ead) |
51 | EACH | 25.00 | 1,275.00 | 25.00 | 1,275.00 | 30.00 | 1,530.00 | 19.50 | 994.50 |
| 719-01-B | plants (burkii red cedar, 30 gallon container or b/b, 7'-8', 1.5" - 2" cali per, full to ground) |
52 | EACH | 440.00 | 22,880.00 | 420.00 | 21,840.00 | 500.00 | 26,000.00 | 175.00 | 9,100.00 |
| 719-01-C | plants (asian jasmine, 4" pot) | 4,150 | EACH | 2.30 | 9,545.00 | 2.50 | 10,375.00 | 2.50 | 10,375.00 | 5.00 | 20,750.00 |
| 719-01-D | plants (parson's juniper, 7 gallon container full form, 10" min. ht., 18" - 24" spread) |
20 | EACH | 70.00 | 1,400.00 | 70.00 | 1,400.00 | 80.00 | 1,600.00 | 35.67 | 713.40 |
| 719-02 | top dressing mulch (4" depth) | 1,040 | SQYD | 9.00 | 9,360.00 | 9.00 | 9,360.00 | 12.00 | 12,480.00 | 11.15 | 11,596.00 |
| 719-03 | bed preparation (10" depth) | 320 | SQYD | 18.00 | 5,760.00 | 18.00 | 5,760.00 | 24.00 | 7,680.00 | 22.30 | 7,136.00 |
| 719-04 | landscaping (sow 25 acres of wild flower seeds:clasping cone flower and cor eopsis tinctoria as directed by project eng. |
lump | LUMP | 33,000.00 | 33,000.00 | 32,500.00 | 32,500.00 | 38,000.00 | 38,000.00 | 28,000.00 | 28,000.00 |
| 720-01-A | erosion control system, slope protection (type a) | 29,098 | SQYD | 1.10 | 32,007.80 | 1.20 | 34,917.60 | 1.25 | 36,372.50 | 1.40 | 40,737.20 |
| 720-01-A-01 | erosion control system, slope protection (type a) (terratex no4 or aprroved equal) |
320 | SQYD | 2.00 | 640.00 | 2.00 | 640.00 | 2.50 | 800.00 | 2.80 | 896.00 |
| 720-01-B-01 | erosion control system, slope protection (type b) anti-wash/geojute or appr oved equal) |
320 | SQYD | 3.50 | 1,120.00 | 3.50 | 1,120.00 | 4.00 | 1,280.00 | 3.90 | 1,248.00 |
| 720-01-C | erosion control system, flexible channel liner (type c) | 1,622 | SQYD | 1.40 | 2,270.80 | 1.50 | 2,433.00 | 1.60 | 2,595.20 | 1.65 | 2,676.30 |
| 720-01-D | erosion control system, flexible channel liner (type d) | 13,058 | SQYD | 1.50 | 19,587.00 | 1.50 | 19,587.00 | 1.70 | 22,198.60 | 1.85 | 24,157.30 |
| 720-01-E | erosion control system, flexible channel liner (type e) | 200 | SQYD | 3.00 | 600.00 | 3.00 | 600.00 | 3.30 | 660.00 | 5.60 | 1,120.00 |
| 720-01-F | erosion control system, flexible channel liner (type f) | 880 | SQYD | 3.50 | 3,080.00 | 3.50 | 3,080.00 | 4.00 | 3,520.00 | 5.60 | 4,928.00 |
| 722-02 | project site laboratory (equipped) | 1 | EACH | 30,000.00 | 30,000.00 | 25,000.00 | 25,000.00 | 50,000.00 | 50,000.00 | 60,000.00 | 60,000.00 |
| 725-01 | temporary detour roads | 3,620.0 | SQYD | 65.00 | 235,300.00 | 80.00 | 289,600.00 | 72.00 | 260,640.00 | 85.00 | 307,700.00 |
| 726-01 | bedding material | 4,461.9 | CUYD | 65.00 | 290,023.50 | 60.00 | 267,714.00 | 1.00 | 4,461.90 | 97.00 | 432,804.30 |
| 727-01 | mobilization | lump | LUMP | 2,900,000.00 | 2,900,000.00 | 2,750,000.00 | 2,750,000.00 | 1,450,000.00 | 1,450,000.00 | 2,800,000.00 | 2,800,000.00 |
| 729-01 | sign (type a) | 20.0 | SQFT | 50.00 | 1,000.00 | 70.00 | 1,400.00 | 35.00 | 700.00 | 32.00 | 640.00 |
| 729-06 | sign (overhead mounted) | 20.0 | SQFT | 50.00 | 1,000.00 | 70.00 | 1,400.00 | 40.00 | 800.00 | 38.00 | 760.00 |
| 729-16-B | object marker assembly (type 2) | 5 | EACH | 60.00 | 300.00 | 60.00 | 300.00 | 70.00 | 350.00 | 55.00 | 275.00 |
| 729-16-C | object marker assembly (type 3) | 4 | EACH | 75.00 | 300.00 | 75.00 | 300.00 | 85.00 | 340.00 | 84.00 | 336.00 |
| 730-08-A | electrical service point (existing power pole) | 1 | EACH | 1,200.00 | 1,200.00 | 1,500.00 | 1,500.00 | 1,500.00 | 1,500.00 | 1,200.00 | 1,200.00 |
| 731-02 | reflectorized raised pavement markers | 1,870 | EACH | 5.00 | 9,350.00 | 5.00 | 9,350.00 | 5.50 | 10,285.00 | 5.50 | 10,285.00 |
| 732-02-A | plastic pavement striping (solid line) (4" width) | 21.200 | MILE | 2,200.00 | 46,640.00 | 2,200.00 | 46,640.00 | 2,500.00 | 53,000.00 | 2,400.00 | 50,880.00 |
| 732-02-C | plastic pavement striping (solid line) (8" width) | 0.164 | MILE | 4,400.00 | 721.60 | 4,400.00 | 721.60 | 5,000.00 | 820.00 | 4,800.00 | 787.20 |
| 732-02-E | plastic pavement striping (solid line) (24" width) | 0.303 | MILE | 14,000.00 | 4,242.00 | 14,000.00 | 4,242.00 | 16,000.00 | 4,848.00 | 15,500.00 | 4,696.50 |
| 735-01 | mailboxes | 10 | EACH | 1.00 | 10.00 | 1.00 | 10.00 | 2.00 | 20.00 | 1.10 | 11.00 |
| 735-02 | mailbox supports (single) | 10 | EACH | 150.00 | 1,500.00 | 100.00 | 1,000.00 | 125.00 | 1,250.00 | 115.00 | 1,150.00 |
| 736-01 | trenching and backfilling | 394 | LNFT | 3.50 | 1,379.00 | 4.00 | 1,576.00 | 4.00 | 1,576.00 | 3.95 | 1,556.30 |
| 736-03-A | jacked or bored conduit (3" schedule 80) | 284 | LNFT | 24.00 | 6,816.00 | 25.00 | 7,100.00 | 30.00 | 8,520.00 | 26.00 | 7,384.00 |
| 736-04-B | signal support (30'steel strain pole) | 4 | EACH | 10,000.00 | 40,000.00 | 7,000.00 | 28,000.00 | 11,000.00 | 44,000.00 | 10,000.00 | 40,000.00 |
| 736-05-B | signal heads (3-section, 12" led lenses, r,y,g) | 5 | EACH | 800.00 | 4,000.00 | 1,200.00 | 6,000.00 | 900.00 | 4,500.00 | 850.00 | 4,250.00 |
| 736-05-C | signal heads (5-section, 12" led lenses, r,lt.y,y,lt.g,g) |
1 | EACH | 1,200.00 | 1,200.00 | 1,900.00 | 1,900.00 | 1,500.00 | 1,500.00 | 1,200.00 | 1,200.00 |
| 736-05-D | signal heads (5-section, 12" led lenses, r,y,rt.y,g,rt.g) |
1 | EACH | 1,200.00 | 1,200.00 | 1,900.00 | 1,900.00 | 1,500.00 | 1,500.00 | 1,200.00 | 1,200.00 |
| 736-08-A | signal controller (nema,ts-2,type 2;type 3 pole mounted cabinet) |
1 | EACH | 16,000.00 | 16,000.00 | 15,000.00 | 15,000.00 | 18,000.00 | 18,000.00 | 17,000.00 | 17,000.00 |
| 736-09 | loop detector | 135 | LNFT | 10.00 | 1,350.00 | 12.00 | 1,620.00 | 12.00 | 1,620.00 | 10.50 | 1,417.50 |
| 736-10-A | underground junction box (type d) | 2 | EACH | 350.00 | 700.00 | 290.00 | 580.00 | 400.00 | 800.00 | 380.00 | 760.00 |
| 736-10-B | underground junction box (type e) | 2 | EACH | 370.00 | 740.00 | 420.00 | 840.00 | 450.00 | 900.00 | 415.00 | 830.00 |
| 736-10-C | underground junction box (type f) | 2 | EACH | 500.00 | 1,000.00 | 480.00 | 960.00 | 600.00 | 1,200.00 | 550.00 | 1,100.00 |
| 736-11-A | conduit (1/2" pvc, schedule 80) | 35 | LNFT | 4.50 | 157.50 | 2.00 | 70.00 | 6.00 | 210.00 | 5.00 | 175.00 |
| 736-11-B | conduit (1" pvc, schedule 80) | 284 | LNFT | 2.80 | 795.20 | 2.25 | 639.00 | 4.00 | 1,136.00 | 3.00 | 852.00 |
| 736-11-C | conduit (2" pvc, schedule 80) | 75 | LNFT | 4.00 | 300.00 | 2.50 | 187.50 | 5.00 | 375.00 | 4.46 | 334.50 |
| 736-12-A | conductor (2c loop lead-in, 14awg, 19x27 class c stranding, imsa 50-2) |
525 | LNFT | 1.40 | 735.00 | 1.75 | 918.75 | 1.60 | 840.00 | 1.50 | 787.50 |
| 736-12-B | conductor (3c power, 6 awg, concentric) | 75 | LNFT | 5.50 | 412.50 | 4.25 | 318.75 | 6.50 | 487.50 | 6.20 | 465.00 |
| 736-12-C | conductor (6c signal, 14 awg, stranded) | 180 | LNFT | 3.50 | 630.00 | 2.00 | 360.00 | 4.00 | 720.00 | 3.90 | 702.00 |
| 736-12-D | conductor (10c signal, 14 awg, stranded) | 505 | LNFT | 4.50 | 2,272.50 | 3.00 | 1,515.00 | 5.50 | 2,777.50 | 5.00 | 2,525.00 |
| 739-01 | hydro-seeding | 10.00 | ACRE | 1,100.00 | 11,000.00 | 1,000.00 | 10,000.00 | 1,500.00 | 15,000.00 | 1,000.00 | 10,000.00 |
| 740-01 | construction layout | lump | LUMP | 250,000.00 | 250,000.00 | 390,000.00 | 390,000.00 | 300,000.00 | 300,000.00 | 300,000.00 | 300,000.00 |
| 741-09 | adjusting water house connections | 8 | EACH | 1,000.00 | 8,000.00 | 1,300.00 | 10,400.00 | 1,200.00 | 9,600.00 | 400.00 | 3,200.00 |
| 742-01-A | sanitary sewer pipe (4") | 13 | LNFT | 70.00 | 910.00 | 50.00 | 650.00 | 150.00 | 1,950.00 | 11.20 | 145.60 |
| 742-01-A-01 | sanitary sewer pipe (4")(ductile iron) | 24 | LNFT | 90.00 | 2,160.00 | 5.00 | 120.00 | 150.00 | 3,600.00 | 28.00 | 672.00 |
| 742-01-B | sanitary sewer pipe (8") | 2,770 | LNFT | 42.00 | 116,340.00 | 36.00 | 99,720.00 | 25.00 | 69,250.00 | 16.50 | 45,705.00 |
| 742-02 | adjusting sanitary sewer house connections | 8 | EACH | 800.00 | 6,400.00 | 1,200.00 | 9,600.00 | 1,200.00 | 9,600.00 | 400.00 | 3,200.00 |
| 803-03 | steel sheet pile wall | 1,386 | SQFT | 55.00 | 76,230.00 | 30.00 | 41,580.00 | 55.00 | 76,230.00 | 35.00 | 48,510.00 |
| 804-01-F | precast concrete piles (24") | 6,630 | LNFT | 110.00 | 729,300.00 | 100.00 | 663,000.00 | 100.00 | 663,000.00 | 100.00 | 663,000.00 |
| 804-12 | loading permanent piles | 1 | EACH | 1,000.00 | 1,000.00 | 2,500.00 | 2,500.00 | 8,000.00 | 8,000.00 | 9,700.00 | 9,700.00 |
| 805-01-A | class a concrete (pipe headwalls) | 36.22 | CUYD | 1,500.00 | 54,330.00 | 1,500.00 | 54,330.00 | 1,500.00 | 54,330.00 | 1,500.00 | 54,330.00 |
| 805-01-B | class a concrete (box culvert headwalls) | 13.12 | CUYD | 1,500.00 | 19,680.00 | 1,750.00 | 22,960.00 | 1,500.00 | 19,680.00 | 1,500.00 | 19,680.00 |
| 805-01-F | class a concrete (bents) | 232.03 | CUYD | 900.00 | 208,827.00 | 850.00 | 197,225.50 | 800.00 | 185,624.00 | 925.00 | 214,627.75 |
| 805-03 | class aa concrete | 952.60 | CUYD | 700.00 | 666,820.00 | 600.00 | 571,560.00 | 780.00 | 743,028.00 | 815.00 | 776,369.00 |
| 805-08-C | precast-prestressed concrete girders (type iii) | 4,165.0 | LNFT | 98.00 | 408,170.00 | 110.00 | 458,150.00 | 125.00 | 520,625.00 | 97.00 | 404,005.00 |
| 805-12-G | reinforced concrete box culverts (6'x 4') | 42.0 | LNFT | 800.00 | 33,600.00 | 1,000.00 | 42,000.00 | 500.00 | 21,000.00 | 735.00 | 30,870.00 |
| 806-01 | deformed reinforcing steel | 342,312 | LB | 1.40 | 479,236.80 | 1.00 | 342,312.00 | 1.60 | 547,699.20 | 1.15 | 393,658.80 |
| 807-08 | structural metalwork | lump | LUMP | 4,000.00 | 4,000.00 | 12,000.00 | 12,000.00 | 25,000.00 | 25,000.00 | 12,000.00 | 12,000.00 |
| 810-01 | concrete railing (barrier) | 843.00 | LNFT | 65.00 | 54,795.00 | 50.00 | 42,150.00 | 80.00 | 67,440.00 | 70.00 | 59,010.00 |
| 813-01 | concrete approach slabs | 929.88 | SQYD | 200.00 | 185,976.00 | 230.00 | 213,872.40 | 500.00 | 464,940.00 | 430.00 | 399,848.40 |
| S-001 | temporary construction entrances | 4 | EACH | 2,500.00 | 10,000.00 | 4,000.00 | 16,000.00 | 5,000.00 | 20,000.00 | 2,000.00 | 8,000.00 |
| S-002 | video detection system | 1 | EACH | 4,000.00 | 4,000.00 | 4,400.00 | 4,400.00 | 4,500.00 | 4,500.00 | 4,500.00 | 4,500.00 |
| S-003 | video detector device and connection | 2 | EACH | 6,500.00 | 13,000.00 | 6,400.00 | 12,800.00 | 7,000.00 | 14,000.00 | 7,000.00 | 14,000.00 |
| S-005 | saw cutting (1" depth) | 642 | LNFT | 8.00 | 5,136.00 | 4.00 | 2,568.00 | 3.50 | 2,247.00 | 7.50 | 4,815.00 |
| S-101 | temporary guard rail | 62.5 | LNFT | 20.00 | 1,250.00 | 20.00 | 1,250.00 | 25.00 | 1,562.50 | 65.00 | 4,062.50 |
| S-102 | temporary guard rail end treatment(flared) | 1 | EACH | 2,500.00 | 2,500.00 | 2,500.00 | 2,500.00 | 3,000.00 | 3,000.00 | 2,000.00 | 2,000.00 |
| S-103 | impact attennuators (construction zone) | 2 | EACH | 20,000.00 | 40,000.00 | 17,000.00 | 34,000.00 | 20,000.00 | 40,000.00 | 21,000.00 | 42,000.00 |
| SUBTOTAL GENERAL | 20,839,792.14 | 20,771,243.86 | 20,247,020.50 | 20,894,591.83 | |||||||
| ALTERNATE A | pavement alternates | ||||||||||
| ALTERNATE A1 | superpave asphaltic concrete pavement | ||||||||||
| 502-01 | superpave asphaltic concrete | 92,576.9 | TON | 0.00 | 0.00 | 0.00 | 0.00 | 88.00 | 8,146,767.20 | 0.00 | 0.00 |
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
3,409.7 | TON | 0.00 | 0.00 | 0.00 | 0.00 | 100.00 | 340,970.00 | 0.00 | 0.00 |
| 707-03 | combination concrete curb & gutter | 41,395.3 | LNFT | 0.00 | 0.00 | 0.00 | 0.00 | 22.00 | 910,696.60 | 0.00 | 0.00 |
| 732-03-A | plastic pavement striping (broken line) (4" width) | 10.600 | MILE | 0.00 | 0.00 | 0.00 | 0.00 | 600.00 | 6,360.00 | 0.00 | 0.00 |
| S-004 | rumble strips (ground-in) | 3.4 | MILE | 0.00 | 0.00 | 0.00 | 0.00 | 1,500.00 | 5,100.00 | 0.00 | 0.00 |
| SUBTOTAL ALT A1 | 9,409,893.80 | ||||||||||
| ALTERNATE A2 | portland cement concrete pavement | ||||||||||
| 502-01 | superpave asphaltic concrete | 9,690.6 | TON | 110.00 | 1,065,966.00 | 95.00 | 920,607.00 | 0.00 | 0.00 | 115.00 | 1,114,419.00 |
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
94.4 | TON | 170.00 | 16,048.00 | 155.00 | 14,632.00 | 0.00 | 0.00 | 175.00 | 16,520.00 |
| 601-01-I | portland cement concrete pavement (9" thick) | 175,256.0 | SQYD | 40.00 | 7,010,240.00 | 41.00 | 7,185,496.00 | 0.00 | 0.00 | 45.00 | 7,886,520.00 |
| 601-02-I | portland cement concrete pavement (9" thick) (crossovers & turnouts) |
6,698.6 | SQYD | 52.00 | 348,327.20 | 62.00 | 415,313.20 | 0.00 | 0.00 | 72.00 | 482,299.20 |
| 601-04 | portland cement concrete pavement coring | 227 | EACH | 120.00 | 27,240.00 | 115.00 | 26,105.00 | 0.00 | 0.00 | 130.00 | 29,510.00 |
| 707-01 | concrete curb | 41,395.3 | LNFT | 3.00 | 124,185.90 | 5.00 | 206,976.50 | 0.00 | 0.00 | 2.40 | 99,348.72 |
| 732-03-A-01 | plastic pavement striping (broken line) (4" width) (preformed marking tape - type v) |
10.600 | MILE | 3,500.00 | 37,100.00 | 3,500.00 | 37,100.00 | 0.00 | 0.00 | 3,800.00 | 40,280.00 |
| S-004 | rumble strips (ground -in) | 0.800 | MILE | 2,000.00 | 1,600.00 | 1,000.00 | 800.00 | 0.00 | 0.00 | 1,100.00 | 880.00 |
| SUBTOTAL ALT A2 | 8,630,707.10 | 8,807,029.70 | 9,669,776.92 | ||||||||
| ITEM TOTAL (CONSTRUCTION BID) | 29,470,499.24 | 29,578,273.56 | 29,656,914.30 | 30,564,368.75 | |||||||
| NUMBER OF DAYS BID AT $1,000 PER DAY. | 790,000.00 | 790,000.00 | 690,000.00 | 750,000.00 | |||||||
| LIFE CYCLE COST | 590,700.00 | 590,700.00 | 2,140,500.00 | 590,700.00 | |||||||
| TOTAL BID | 30,851,199.24 | 30,958,973.56 | 32,487,414.30 | 31,905,068.75 | |||||||