| |||
| Lead Project: 015-08-0026 | |||
| Parish: OUACHITA | |||
| Routes: US 165 | |||
| Description: LA 841 - RILLA | |||
| Type Const:
grading, drainage struct, lime treat, class ii base course, portland cement concrete pavement (alt. a-1), superpave asphaltic concrete pavement (alt. a-2) and related work. | |||
| Estimated Construction Cost: $19,696,574.78 | |||
| Maximum Number of Days Allowed for Construction: 625 | |||
| Calculated Daily User Cost: $4,600.00 | |||
| Rank | License | Bidder | Construction Bid | Bidder's Proposed Contract Time | Life Cycle Cost | Total Bid |
|---|---|---|---|---|---|---|
| 1 | 05789 | D & J CONSTRUCTION CO., INC. | $15,856,654.46 | 525 | $1,690,600.00 | $19,962,254.46 |
| 2 | 34567 | JAMES CONSTRUCTION GROUP LLC | $18,471,969.65 | 625 | $1,690,600.00 | $23,037,569.65 |
| 3 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $18,681,860.09 | 625 | $1,690,600.00 | $23,247,460.09 |
| 4 | 42076 | AUSTIN BRIDGE & ROAD, LP | $18,895,908.98 | 550 | $599,700.00 | $22,025,608.98 |
| 5 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $19,892,702.19 | 625 | $1,690,600.00 | $24,458,302.19 |
| 6 | 39462 | DENTON-JAMES LLC | $20,982,298.38 | 625 | $1,690,600.00 | $25,547,898.38 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - D & J CONSTRUCTION CO., INC. |
- 2 - JAMES CONSTRUCTION GROUP LLC |
- 3 - DIAMOND B CONSTRUCTION CO., L.L.C. |
- 4 - AUSTIN BRIDGE & ROAD, LP |
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing & grubbing | lump | LUMP | 150,000.00 | 150,000.00 | 615,000.00 | 615,000.00 | 500,000.00 | 500,000.00 | 60,000.00 | 60,000.00 |
| 202-01 | removal of structures & obstructions | lump | LUMP | 40,000.00 | 40,000.00 | 35,000.00 | 35,000.00 | 30,000.00 | 30,000.00 | 39,735.44 | 39,735.44 |
| 202-02-B-01 | removal of 4' x 2' x 46' concrete box culvert (rt. of sta. 358+67) |
1 | EACH | 2,200.00 | 2,200.00 | 3,750.00 | 3,750.00 | 6,500.00 | 6,500.00 | 3,227.03 | 3,227.03 |
| 202-02-B-02 | removal of 4' x 3' x 47' concrete box culvert (rt. of sta. 392+27) |
1 | EACH | 2,200.00 | 2,200.00 | 3,750.00 | 3,750.00 | 3,200.00 | 3,200.00 | 3,442.18 | 3,442.18 |
| 202-02-B-03 | removal of 4' x 2' x 53' concrete box culvert (rt. of sta. 398+42) |
1 | EACH | 2,200.00 | 2,200.00 | 3,850.00 | 3,850.00 | 3,200.00 | 3,200.00 | 3,227.03 | 3,227.03 |
| 202-02-B-04 | removal of 4' x 2' x 49' concrete box culvert (rt. of sta. 446+94) |
1 | EACH | 2,200.00 | 2,200.00 | 3,775.00 | 3,775.00 | 3,200.00 | 3,200.00 | 3,227.03 | 3,227.03 |
| 202-02-B-05 | removal of 3' x 2' x 47' concrete box culvert (rt. of sta. 458+57) |
1 | EACH | 2,200.00 | 2,200.00 | 3,750.00 | 3,750.00 | 3,200.00 | 3,200.00 | 2,366.51 | 2,366.51 |
| 202-02-B-06 | removal of 3' x 2' x 46' concrete box culvert (rt. of sta. 482+18) |
1 | EACH | 2,200.00 | 2,200.00 | 3,725.00 | 3,725.00 | 3,200.00 | 3,200.00 | 2,366.51 | 2,366.51 |
| 202-02-B-07 | removal of 5' x 2' x 46' concrete box culvert (rt. of sta. 601+24) |
1 | EACH | 2,200.00 | 2,200.00 | 3,725.00 | 3,725.00 | 3,200.00 | 3,200.00 | 3,872.46 | 3,872.46 |
| 202-02-C-01 | removal of portland cement concrete pavement with hmac overlay |
19,558 | SQYD | 4.00 | 78,232.00 | 8.00 | 156,464.00 | 6.00 | 117,348.00 | 6.73 | 131,625.34 |
| 202-02-E | removal of concrete curbs | 742.0 | LNFT | 5.00 | 3,710.00 | 3.00 | 2,226.00 | 8.75 | 6,492.50 | 4.35 | 3,227.70 |
| 202-02-G | removal of surfacing & stabilized base | 26,456.9 | SQYD | 4.00 | 105,827.60 | 4.50 | 119,056.05 | 4.60 | 121,701.74 | 4.67 | 123,553.72 |
| 202-02-H | removal of guard rail | 411 | LNFT | 4.00 | 1,644.00 | 6.00 | 2,466.00 | 10.00 | 4,110.00 | 5.38 | 2,211.18 |
| 202-02-I-01 | removal of 149' x 41' concrete slab (lt. of sta. 336+11) |
1 | EACH | 2,600.00 | 2,600.00 | 2,500.00 | 2,500.00 | 6,500.00 | 6,500.00 | 7,635.78 | 7,635.78 |
| 202-02-I-02 | removal of 53' x 28' concrete slab (lt. of sta. 614+62) | 1 | EACH | 2,600.00 | 2,600.00 | 1,000.00 | 1,000.00 | 3,200.00 | 3,200.00 | 1,908.95 | 1,908.95 |
| 202-02-J | removal of rail spur including road crossing | lump | LUMP | 14,000.00 | 14,000.00 | 13,500.00 | 13,500.00 | 13,000.00 | 13,000.00 | 14,358.38 | 14,358.38 |
| 202-02-K-01 | removal of rail spur signal foundation (rt. of sta. 597+72) |
1 | EACH | 3,000.00 | 3,000.00 | 10,000.00 | 10,000.00 | 2,750.00 | 2,750.00 | 2,689.21 | 2,689.21 |
| 202-02-K-02 | removal of rail spur signal foundation (rt. of sta. 597+82) |
1 | EACH | 3,000.00 | 3,000.00 | 10,000.00 | 10,000.00 | 4,200.00 | 4,200.00 | 2,689.21 | 2,689.21 |
| 203-01 | general excavation | 52,334 | CUYD | 3.50 | 183,169.00 | 4.00 | 209,336.00 | 4.00 | 209,336.00 | 3.88 | 203,055.92 |
| 203-03 | embankment | 227,468 | CUYD | 7.50 | 1,706,010.00 | 8.50 | 1,933,478.00 | 11.50 | 2,615,882.00 | 7.76 | 1,765,151.68 |
| 203-04-A | nonplastic embankment (stone) | 2,420 | CUYD | 80.00 | 193,600.00 | 88.00 | 212,960.00 | 95.00 | 229,900.00 | 90.57 | 219,179.40 |
| 203-08 | geotextile fabric | 10,127 | SQYD | 1.25 | 12,658.75 | 2.50 | 25,317.50 | 1.25 | 12,658.75 | 4.80 | 48,609.60 |
| 204-02 | temporary hay or straw bales | 98 | EACH | 12.00 | 1,176.00 | 15.00 | 1,470.00 | 20.00 | 1,960.00 | 10.75 | 1,053.50 |
| 204-05-A | temporary sediment check dams (hay) | 137 | EACH | 100.00 | 13,700.00 | 270.00 | 36,990.00 | 115.00 | 15,755.00 | 107.57 | 14,737.09 |
| 204-05-B | temporary sediment check dams (stone) | 63 | EACH | 350.00 | 22,050.00 | 300.00 | 18,900.00 | 600.00 | 37,800.00 | 430.27 | 27,107.01 |
| 204-06 | temporary silt fencing | 44,555 | LNFT | 0.50 | 22,277.50 | 2.25 | 100,248.75 | 3.00 | 133,665.00 | 1.50 | 66,832.50 |
| 204-07 | temporary stone construction entrance | 2 | EACH | 1,200.00 | 2,400.00 | 3,000.00 | 6,000.00 | 3,200.00 | 6,400.00 | 3,764.88 | 7,529.76 |
| 302-02-C-01 | class ii base course (8" thick)(soil cement) | 188,279.6 | SQYD | 9.75 | 1,835,726.10 | 11.00 | 2,071,075.60 | 9.50 | 1,788,656.20 | 6.88 | 1,295,363.65 |
| 304-05 | lime treatment (type e) | 1,350.00 | TON | 125.00 | 168,750.00 | 240.00 | 324,000.00 | 234.00 | 315,900.00 | 50.00 | 67,500.00 |
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
476 | CUYD | 40.00 | 19,040.00 | 50.00 | 23,800.00 | 78.00 | 37,128.00 | 200.00 | 95,200.00 |
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 3,000.0 | CUYD | 8.00 | 24,000.00 | 80.00 | 240,000.00 | 70.00 | 210,000.00 | 15.00 | 45,000.00 |
| 509-01 | cold planing asphaltic pavement | 7,444 | SQYD | 2.00 | 14,888.00 | 3.00 | 22,332.00 | 1.50 | 11,166.00 | 2.26 | 16,823.44 |
| 509-02 | contractor retained reclaimed asphaltic pavement | - 414 | CUYD | 0.01 | - 4.14 | 1.00 | - 414.00 | 0.10 | - 41.40 | 0.01 | - 4.14 |
| 510-01-C | pavement patching (18" minimum thickness) | 754 | SQYD | 120.00 | 90,480.00 | 300.00 | 226,200.00 | 150.00 | 113,100.00 | 49.98 | 37,684.92 |
| 510-02 | pavement widening | 541.3 | SQYD | 85.00 | 46,010.50 | 65.00 | 35,184.50 | 84.00 | 45,469.20 | 80.75 | 43,709.98 |
| 701-01-I | cross drain pipe (24" rcp/pcp) | 1,346 | LNFT | 80.00 | 107,680.00 | 75.00 | 100,950.00 | 105.00 | 141,330.00 | 66.69 | 89,764.74 |
| 701-01-K | cross drain pipe (30" rcp/pcp) | 794 | LNFT | 110.00 | 87,340.00 | 96.00 | 76,224.00 | 125.00 | 99,250.00 | 82.83 | 65,767.02 |
| 701-01-M | cross drain pipe (36" rcp/pcp) | 1,332 | LNFT | 140.00 | 186,480.00 | 143.00 | 190,476.00 | 157.00 | 209,124.00 | 104.34 | 138,980.88 |
| 701-02-A | cross drain pipe arch (15" equiv. rcpa) | 322 | LNFT | 65.00 | 20,930.00 | 60.00 | 19,320.00 | 88.00 | 28,336.00 | 61.31 | 19,741.82 |
| 701-02-D | cross drain pipe arch (24" equiv. rcpa) | 2,912 | LNFT | 80.00 | 232,960.00 | 103.00 | 299,936.00 | 115.00 | 334,880.00 | 82.83 | 241,200.96 |
| 701-02-F | cross drain pipe arch (36" equiv. rcpa) | 2,564 | LNFT | 140.00 | 358,960.00 | 150.00 | 384,600.00 | 180.00 | 461,520.00 | 115.10 | 295,116.40 |
| 701-03-G | storm drain pipe (18" rcp/pcp) | 288 | LNFT | 60.00 | 17,280.00 | 45.00 | 12,960.00 | 78.00 | 22,464.00 | 55.94 | 16,110.72 |
| 701-03-G-01 | storm drain pipe (18" pcp)(outfall) | 96 | LNFT | 80.00 | 7,680.00 | 48.00 | 4,608.00 | 80.00 | 7,680.00 | 55.94 | 5,370.24 |
| 701-04-B | storm drain pipe arch (18" equiv. rcpa) | 592 | LNFT | 80.00 | 47,360.00 | 73.00 | 43,216.00 | 88.00 | 52,096.00 | 72.07 | 42,665.44 |
| 701-05-G | side drain pipe (18") | 236 | LNFT | 60.00 | 14,160.00 | 49.00 | 11,564.00 | 58.00 | 13,688.00 | 55.94 | 13,201.84 |
| 701-05-I | side drain pipe (24") | 1,104 | LNFT | 70.00 | 77,280.00 | 57.00 | 62,928.00 | 80.00 | 88,320.00 | 66.69 | 73,625.76 |
| 701-05-K | side drain pipe (30") | 542 | LNFT | 90.00 | 48,780.00 | 72.00 | 39,024.00 | 90.00 | 48,780.00 | 82.83 | 44,893.86 |
| 701-05-M | side drain pipe (36") | 88 | LNFT | 95.00 | 8,360.00 | 95.00 | 8,360.00 | 110.00 | 9,680.00 | 104.34 | 9,181.92 |
| 701-06-D | side drain pipe arch (24" equiv.) | 132 | LNFT | 85.00 | 11,220.00 | 75.00 | 9,900.00 | 90.00 | 11,880.00 | 82.83 | 10,933.56 |
| 701-06-D-01 | side drain pipe arch (24" equiv.)(class iv rcpa) | 112 | LNFT | 120.00 | 13,440.00 | 124.00 | 13,888.00 | 100.00 | 11,200.00 | 82.83 | 9,276.96 |
| 701-06-F | side drain pipe arch (36" equiv.) | 82 | LNFT | 135.00 | 11,070.00 | 98.00 | 8,036.00 | 145.00 | 11,890.00 | 115.10 | 9,438.20 |
| 701-10-I | reinforced concrete pipe (extension)(24") | 266 | LNFT | 170.00 | 45,220.00 | 84.00 | 22,344.00 | 70.00 | 18,620.00 | 64.54 | 17,167.64 |
| 701-10-K | reinforced concrete pipe (extension)(30") | 406 | LNFT | 195.00 | 79,170.00 | 112.00 | 45,472.00 | 90.00 | 36,540.00 | 80.68 | 32,756.08 |
| 701-10-M | reinforced concrete pipe (extension)(36") | 212 | LNFT | 225.00 | 47,700.00 | 167.00 | 35,404.00 | 105.00 | 22,260.00 | 112.95 | 23,945.40 |
| 701-15 | concrete collar | 9 | EACH | 1,100.00 | 9,900.00 | 830.00 | 7,470.00 | 700.00 | 6,300.00 | 1,613.52 | 14,521.68 |
| 702-02-A | manholes (mh-06) | 12 | EACH | 5,200.00 | 62,400.00 | 5,800.00 | 69,600.00 | 5,000.00 | 60,000.00 | 5,324.61 | 63,895.32 |
| 702-02-B | manholes (r-cb-11) | 13 | EACH | 3,750.00 | 48,750.00 | 5,800.00 | 75,400.00 | 4,500.00 | 58,500.00 | 4,464.07 | 58,032.91 |
| 702-02-C | manholes (r-cb-11 mod) | 2 | EACH | 6,200.00 | 12,400.00 | 6,000.00 | 12,000.00 | 5,100.00 | 10,200.00 | 4,948.12 | 9,896.24 |
| 702-03-A | catch basins (cb-01) | 13 | EACH | 3,200.00 | 41,600.00 | 4,150.00 | 53,950.00 | 3,300.00 | 42,900.00 | 3,549.74 | 46,146.62 |
| 702-03-B | catch basins (cb-02) | 1 | EACH | 3,900.00 | 3,900.00 | 5,650.00 | 5,650.00 | 4,000.00 | 4,000.00 | 5,808.67 | 5,808.67 |
| 702-07-A | cross drain safety end (type 1) | 19 | EACH | 3,600.00 | 68,400.00 | 3,200.00 | 60,800.00 | 3,000.00 | 57,000.00 | 2,097.57 | 39,853.83 |
| 702-07-B | cross drain safety end (type 2) | 6 | EACH | 4,100.00 | 24,600.00 | 5,400.00 | 32,400.00 | 4,500.00 | 27,000.00 | 2,796.77 | 16,780.62 |
| 702-08-A | side drain safety end (type 1) | 35 | EACH | 1,600.00 | 56,000.00 | 1,400.00 | 49,000.00 | 2,500.00 | 87,500.00 | 2,796.77 | 97,886.95 |
| 702-08-B | side drain safety end (type 2) | 4 | EACH | 4,100.00 | 16,400.00 | 5,800.00 | 23,200.00 | 3,400.00 | 13,600.00 | 3,119.48 | 12,477.92 |
| 704-01-A | guard rail (single thrie beam)(3'-1 1/2" post spacing) | 50.0 | LNFT | 37.00 | 1,850.00 | 36.00 | 1,800.00 | 40.00 | 2,000.00 | 38.72 | 1,936.00 |
| 704-03 | blocked out guard rail | 118.8 | LNFT | 19.00 | 2,257.20 | 18.50 | 2,197.80 | 20.00 | 2,376.00 | 19.90 | 2,364.12 |
| 704-06-A | guard rail anchor sections (trailing end)(single thrie beam) |
6.3 | LNFT | 100.00 | 630.00 | 95.00 | 598.50 | 105.00 | 661.50 | 102.19 | 643.80 |
| 704-11-B | guard rail end treatment (tangent) | 1 | EACH | 2,900.00 | 2,900.00 | 2,800.00 | 2,800.00 | 3,000.00 | 3,000.00 | 3,011.92 | 3,011.92 |
| 705-01 | barbed wire fence | 1,110 | LNFT | 6.50 | 7,215.00 | 6.00 | 6,660.00 | 5.50 | 6,105.00 | 5.91 | 6,560.10 |
| 705-06-A | chain link fence (4-foot height) | 61 | LNFT | 21.00 | 1,281.00 | 20.00 | 1,220.00 | 22.00 | 1,342.00 | 16.14 | 984.54 |
| 705-06-C | chain link fence (6-foot height) | 896 | LNFT | 18.00 | 16,128.00 | 17.00 | 15,232.00 | 24.00 | 21,504.00 | 22.59 | 20,240.64 |
| 705-06-D | chain link fence (7-foot height) | 330 | LNFT | 24.00 | 7,920.00 | 23.00 | 7,590.00 | 39.00 | 12,870.00 | 30.12 | 9,939.60 |
| 705-08-C-01 | 24-foot double gates for chain link fence (6-foot height) |
2 | DBGT | 1,150.00 | 2,300.00 | 1,100.00 | 2,200.00 | 1,100.00 | 2,200.00 | 1,344.61 | 2,689.22 |
| 705-08-C-02 | 26-foot double gates for chain link fence (6-foot height) |
3 | DBGT | 1,250.00 | 3,750.00 | 1,200.00 | 3,600.00 | 1,300.00 | 3,900.00 | 1,425.28 | 4,275.84 |
| 705-08-D | 12-foot double gates for chain link fence (7-foot height) |
1 | DBGT | 1,550.00 | 1,550.00 | 1,500.00 | 1,500.00 | 1,100.00 | 1,100.00 | 1,344.61 | 1,344.61 |
| 708-01 | right-of-way monument | 60 | EACH | 210.00 | 12,600.00 | 200.00 | 12,000.00 | 110.00 | 6,600.00 | 225.89 | 13,553.40 |
| 708-02 | right-of-way monument witness post | 60 | EACH | 85.00 | 5,100.00 | 150.00 | 9,000.00 | 110.00 | 6,600.00 | 172.11 | 10,326.60 |
| 713-01 | temporary signs & barricades | lump | LUMP | 225,000.00 | 225,000.00 | 95,000.00 | 95,000.00 | 160,000.00 | 160,000.00 | 150,000.00 | 150,000.00 |
| 713-03-B | temporary pavement markings (broken line)(4" width) (10' length) |
13.300 | MILE | 360.00 | 4,788.00 | 350.00 | 4,655.00 | 330.00 | 4,389.00 | 376.48 | 5,007.18 |
| 713-03-B-01 | temporary pvmt. markings (broken line)(4" w)(10' l) (type i removable) |
0.250 | MILE | 11,050.00 | 2,762.50 | 11,000.00 | 2,750.00 | 4,100.00 | 1,025.00 | 11,832.52 | 2,958.13 |
| 713-04-A | temporary pavement markings (solid line)(4" width) | 37.500 | MILE | 500.00 | 18,750.00 | 500.00 | 18,750.00 | 550.00 | 20,625.00 | 537.84 | 20,169.00 |
| 713-04-A-01 | temporary pvmt. markings (solid line)(4" w)(type i removable) |
23.000 | MILE | 4,000.00 | 92,000.00 | 5,200.00 | 119,600.00 | 14,000.00 | 322,000.00 | 7,529.75 | 173,184.25 |
| 713-05-D | temporary pavement legends and symbols (rr crossing) | 5 | EACH | 175.00 | 875.00 | 150.00 | 750.00 | 220.00 | 1,100.00 | 161.35 | 806.75 |
| 713-06 | temporary reflectorized raised pavement markers | 1,050 | EACH | 6.00 | 6,300.00 | 6.00 | 6,300.00 | 5.00 | 5,250.00 | 6.45 | 6,772.50 |
| 716-01-A | mulch (vegetative) | 160.0 | TON | 360.00 | 57,600.00 | 350.00 | 56,000.00 | 380.00 | 60,800.00 | 462.54 | 74,006.40 |
| 717-01 | seeding | 4,100 | LB | 8.00 | 32,800.00 | 8.00 | 32,800.00 | 9.00 | 36,900.00 | 8.06 | 33,046.00 |
| 718-01 | fertilizer | 91,000 | LB | 0.40 | 36,400.00 | 0.40 | 36,400.00 | 0.45 | 40,950.00 | 0.28 | 25,480.00 |
| 720-01-A | erosion control system, slope protection (type a) | 10,723 | SQYD | 1.00 | 10,723.00 | 1.00 | 10,723.00 | 1.10 | 11,795.30 | 1.16 | 12,438.68 |
| 720-01-C | erosion control system, flexible channel liner (type c) | 1,473 | SQYD | 1.00 | 1,473.00 | 1.00 | 1,473.00 | 1.10 | 1,620.30 | 2.15 | 3,166.95 |
| 720-01-D | erosion control system, flexible channel liner (type d) | 1,324 | SQYD | 1.00 | 1,324.00 | 1.00 | 1,324.00 | 1.10 | 1,456.40 | 2.15 | 2,846.60 |
| 722-02 | project site laboratory (equipped) | 1 | EACH | 35,000.00 | 35,000.00 | 12,000.00 | 12,000.00 | 45,000.00 | 45,000.00 | 100,000.00 | 100,000.00 |
| 725-01 | temporary detour roads | 2,841.2 | SQYD | 50.00 | 142,060.00 | 115.00 | 326,738.00 | 55.00 | 156,266.00 | 76.41 | 217,096.09 |
| 726-01-A | bedding material (stone or recycled pccp) | 2,669.1 | CUYD | 85.00 | 226,873.50 | 54.00 | 144,131.40 | 75.00 | 200,182.50 | 100.00 | 266,910.00 |
| 727-01 | mobilization | lump | LUMP | 640,000.00 | 640,000.00 | 1,800,000.00 | 1,800,000.00 | 1,549,000.00 | 1,549,000.00 | 1,855,000.00 | 1,855,000.00 |
| 729-16-C | object marker assembly (type 3) | 2 | EACH | 100.00 | 200.00 | 100.00 | 200.00 | 110.00 | 220.00 | 107.57 | 215.14 |
| 731-02 | reflectorized raised pavement markers | 2,494 | EACH | 6.50 | 16,211.00 | 6.50 | 16,211.00 | 5.00 | 12,470.00 | 5.38 | 13,417.72 |
| 732-01-A-04 | plastic pavement striping (4" width)(dashed line)(2' stripe, 4' gap) |
257 | LNFT | 6.50 | 1,670.50 | 6.50 | 1,670.50 | 1.10 | 282.70 | 5.91 | 1,518.87 |
| 732-01-C | plastic pavement striping (8" width) | 3,429 | LNFT | 5.50 | 18,859.50 | 5.50 | 18,859.50 | 1.10 | 3,771.90 | 4.30 | 14,744.70 |
| 732-01-E | plastic pavement striping (24" width) | 907 | LNFT | 8.50 | 7,709.50 | 8.25 | 7,482.75 | 3.30 | 2,993.10 | 7.53 | 6,829.71 |
| 732-02-A | plastic pavement striping (solid line) (4" width) | 28.654 | MILE | 2,950.00 | 84,529.30 | 3,000.00 | 85,962.00 | 2,500.00 | 71,635.00 | 2,258.93 | 64,727.38 |
| 732-04-A | plastic pavement legends & symbols (arrow) | 18 | EACH | 400.00 | 7,200.00 | 400.00 | 7,200.00 | 150.00 | 2,700.00 | 430.27 | 7,744.86 |
| 732-04-C | plastic pavement legends & symbols (only) | 18 | EACH | 400.00 | 7,200.00 | 400.00 | 7,200.00 | 170.00 | 3,060.00 | 430.27 | 7,744.86 |
| 732-04-D | plastic pavement legends & symbols (rr crossing) | 5 | EACH | 625.00 | 3,125.00 | 800.00 | 4,000.00 | 440.00 | 2,200.00 | 645.40 | 3,227.00 |
| 732-05 | removal of existing markings | 6.785 | MILE | 4,200.00 | 28,497.00 | 4,500.00 | 30,532.50 | 5,500.00 | 37,317.50 | 3,764.88 | 25,544.71 |
| 735-01 | mailboxes | 3 | EACH | 25.00 | 75.00 | 10.00 | 30.00 | 16.00 | 48.00 | 26.90 | 80.70 |
| 735-02 | mailbox supports (single) | 3 | EACH | 175.00 | 525.00 | 150.00 | 450.00 | 175.00 | 525.00 | 80.68 | 242.04 |
| 740-01 | construction layout | lump | LUMP | 295,000.00 | 295,000.00 | 210,000.00 | 210,000.00 | 300,000.00 | 300,000.00 | 300,000.00 | 300,000.00 |
| 805-01-A | class a concrete (pipe headwalls) | 5.92 | CUYD | 1,100.00 | 6,512.00 | 1,200.00 | 7,104.00 | 1,650.00 | 9,768.00 | 1,920.91 | 11,371.79 |
| 805-01-B | class a concrete (box culvert headwalls) | 3.33 | CUYD | 1,600.00 | 5,328.00 | 1,600.00 | 5,328.00 | 2,750.00 | 9,157.50 | 2,038.94 | 6,789.67 |
| 805-12-Y-01 | reinforced concrete box culverts (3' x 2')(extension) | 18.0 | LNFT | 750.00 | 13,500.00 | 530.00 | 9,540.00 | 700.00 | 12,600.00 | 443.53 | 7,983.54 |
| 805-12-Z-01 | reinforced concrete box culverts (4' x 2')(extension) | 224.0 | LNFT | 365.00 | 81,760.00 | 220.00 | 49,280.00 | 600.00 | 134,400.00 | 284.29 | 63,680.96 |
| 805-12-Z-02 | reinforced concrete box culverts (5' x 2')(extension) | 16.0 | LNFT | 875.00 | 14,000.00 | 735.00 | 11,760.00 | 700.00 | 11,200.00 | 568.69 | 9,099.04 |
| 806-01 | deformed reinforcing steel | 538 | LB | 2.00 | 1,076.00 | 1.00 | 538.00 | 3.50 | 1,883.00 | 0.97 | 521.86 |
| S-001 | rumble strips (ground-in) | 12.1 | MILE | 625.00 | 7,562.50 | 760.00 | 9,196.00 | 700.00 | 8,470.00 | 943.45 | 11,415.75 |
| S-002 | reconstruction of rail spur | 548.03 | LNFT | 345.00 | 189,070.35 | 170.00 | 93,165.10 | 700.00 | 383,621.00 | 411.84 | 225,700.68 |
| S-003 | rail spur roadway crossing | 219.38 | LNFT | 1,000.00 | 219,380.00 | 550.00 | 120,659.00 | 1,300.00 | 285,194.00 | 940.84 | 206,401.48 |
| S-004 | removal of 015-08-0028 temporary connection (sta. 322+32.26 to sta. 334+61.62) |
lump | LUMP | 9,000.00 | 9,000.00 | 20,000.00 | 20,000.00 | 14,000.00 | 14,000.00 | 7,600.52 | 7,600.52 |
| SUBTOTAL GENERAL | 9,161,566.16 | 11,711,256.45 | 12,612,409.69 | 9,913,700.07 | |||||||
| ALTERNATE A | pavement options | ||||||||||
| ALTERNATE A1 | portland cement concrete pavement | ||||||||||
| 203-04-A-01 | nonplastic embankment (stone)(shoulder drain) | 66 | CUYD | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 232.83 | 15,366.78 |
| 302-02-A-01 | class ii base course (4" thick)(stone or recycled pccp) | 140,559.0 | SQYD | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 8.48 | 1,191,940.32 |
| 302-02-B-01 | class ii base course (6" thick)(stone or recycled pccp) | 34,885.1 | SQYD | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 13.40 | 467,460.34 |
| 302-02-H-01 | class ii base course (thickness varies 8" - 10")(stone or recycled pccp) |
18,432.6 | SQYD | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 21.94 | 404,411.24 |
| 502-01 | superpave asphaltic concrete | 5,027.2 | TON | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 107.18 | 538,815.30 |
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
1,648.6 | TON | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 112.82 | 185,995.05 |
| 601-01-G | portland cement concrete pavement (8" thick) | 107,486.9 | SQYD | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 44.52 | 4,785,316.79 |
| 601-02-G | portland cement concrete pavement (8" thick) (crossovers & turnouts) |
27,085.1 | SQYD | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 48.54 | 1,314,710.75 |
| 601-04 | portland cement concrete pavement coring | 225 | EACH | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 58.41 | 13,142.25 |
| 732-03-A | plastic pavement striping (broken line)(4" width) | 5.961 | MILE | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 967.95 | 5,769.95 |
| 732-03-A-01 | plastic pvmt striping (broken line)(4"width)preformed marking tape (type) |
7.295 | MILE | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 6,996.70 | 51,040.93 |
| S-005 | pavement grooving | 7,628.9 | SQYD | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 1.08 | 8,239.21 |
| SUBTOTAL ALT A1 | 8,982,208.91 | ||||||||||
| ALTERNATE A2 | superpave asphaltic concrete pavement | ||||||||||
| 203-04-A-01 | nonplastic embankment (stone)(shoulder drain) | 41 | CUYD | 165.00 | 6,765.00 | 165.00 | 6,765.00 | 138.00 | 5,658.00 | 0.00 | 0.00 |
| 302-02-A-01 | class ii base course (4" thick)(stone or recycled pccp) | 175,444.1 | SQYD | 9.00 | 1,578,996.90 | 11.00 | 1,929,885.10 | 9.00 | 1,578,996.90 | 0.00 | 0.00 |
| 302-02-G-01 | class ii base course (thickness varies 6" - 8")(stone or recycled pccp) |
18,432.6 | SQYD | 20.00 | 368,652.00 | 18.50 | 341,003.10 | 15.50 | 285,705.30 | 0.00 | 0.00 |
| 502-01 | superpave asphaltic concrete | 40,711.8 | TON | 88.00 | 3,582,638.40 | 80.00 | 3,256,944.00 | 74.00 | 3,012,673.20 | 0.00 | 0.00 |
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
10,371.0 | TON | 100.00 | 1,037,100.00 | 100.00 | 1,037,100.00 | 98.00 | 1,016,358.00 | 0.00 | 0.00 |
| 732-03-A | plastic pavement striping (broken line)(4" width) | 12.700 | MILE | 1,600.00 | 20,320.00 | 2,000.00 | 25,400.00 | 770.00 | 9,779.00 | 0.00 | 0.00 |
| 732-03-A-01 | plastic pvmt striping (broken line)(4"width)preformed marking tape (type v) |
0.556 | MILE | 11,000.00 | 6,116.00 | 11,000.00 | 6,116.00 | 5,000.00 | 2,780.00 | 0.00 | 0.00 |
| S-006 | open graded friction course system (low volume traffic application) |
420 | TON | 225.00 | 94,500.00 | 375.00 | 157,500.00 | 375.00 | 157,500.00 | 0.00 | 0.00 |
| SUBTOTAL ALT A2 | 6,695,088.30 | 6,760,713.20 | 6,069,450.40 | ||||||||
| ITEM TOTAL (CONSTRUCTION BID) | 15,856,654.46 | 18,471,969.65 | 18,681,860.09 | 18,895,908.98 | |||||||
| NUMBER OF DAYS BID AT $4,600 PER DAY. | 2,415,000.00 | 2,875,000.00 | 2,875,000.00 | 2,530,000.00 | |||||||
| LIFE CYCLE COST | 1,690,600.00 | 1,690,600.00 | 1,690,600.00 | 599,700.00 | |||||||
| TOTAL BID | 19,962,254.46 | 23,037,569.65 | 23,247,460.09 | 22,025,608.98 | |||||||
| Item Number | Item Description | Quantity | Unit of Measure | - 5 - GILCHRIST CONSTRUCTION CO. LLC |
- 6 - DENTON-JAMES LLC |
|
|
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing & grubbing | lump | LUMP | 900,000.00 | 900,000.00 | 1,200,000.00 | 1,200,000.00 | ||||
| 202-01 | removal of structures & obstructions | lump | LUMP | 50,000.00 | 50,000.00 | 190,000.00 | 190,000.00 | ||||
| 202-02-B-01 | removal of 4' x 2' x 46' concrete box culvert (rt. of sta. 358+67) |
1 | EACH | 2,800.00 | 2,800.00 | 3,000.00 | 3,000.00 | ||||
| 202-02-B-02 | removal of 4' x 3' x 47' concrete box culvert (rt. of sta. 392+27) |
1 | EACH | 2,800.00 | 2,800.00 | 3,000.00 | 3,000.00 | ||||
| 202-02-B-03 | removal of 4' x 2' x 53' concrete box culvert (rt. of sta. 398+42) |
1 | EACH | 2,800.00 | 2,800.00 | 3,000.00 | 3,000.00 | ||||
| 202-02-B-04 | removal of 4' x 2' x 49' concrete box culvert (rt. of sta. 446+94) |
1 | EACH | 2,800.00 | 2,800.00 | 3,000.00 | 3,000.00 | ||||
| 202-02-B-05 | removal of 3' x 2' x 47' concrete box culvert (rt. of sta. 458+57) |
1 | EACH | 2,800.00 | 2,800.00 | 3,000.00 | 3,000.00 | ||||
| 202-02-B-06 | removal of 3' x 2' x 46' concrete box culvert (rt. of sta. 482+18) |
1 | EACH | 2,800.00 | 2,800.00 | 3,000.00 | 3,000.00 | ||||
| 202-02-B-07 | removal of 5' x 2' x 46' concrete box culvert (rt. of sta. 601+24) |
1 | EACH | 2,800.00 | 2,800.00 | 5,500.00 | 5,500.00 | ||||
| 202-02-C-01 | removal of portland cement concrete pavement with hmac overlay |
19,558 | SQYD | 7.00 | 136,906.00 | 6.00 | 117,348.00 | ||||
| 202-02-E | removal of concrete curbs | 742.0 | LNFT | 3.00 | 2,226.00 | 3.00 | 2,226.00 | ||||
| 202-02-G | removal of surfacing & stabilized base | 26,456.9 | SQYD | 7.80 | 206,363.82 | 5.00 | 132,284.50 | ||||
| 202-02-H | removal of guard rail | 411 | LNFT | 6.00 | 2,466.00 | 5.00 | 2,055.00 | ||||
| 202-02-I-01 | removal of 149' x 41' concrete slab (lt. of sta. 336+11) |
1 | EACH | 3,500.00 | 3,500.00 | 8,000.00 | 8,000.00 | ||||
| 202-02-I-02 | removal of 53' x 28' concrete slab (lt. of sta. 614+62) | 1 | EACH | 3,500.00 | 3,500.00 | 3,000.00 | 3,000.00 | ||||
| 202-02-J | removal of rail spur including road crossing | lump | LUMP | 20,000.00 | 20,000.00 | 12,000.00 | 12,000.00 | ||||
| 202-02-K-01 | removal of rail spur signal foundation (rt. of sta. 597+72) |
1 | EACH | 2,100.00 | 2,100.00 | 2,000.00 | 2,000.00 | ||||
| 202-02-K-02 | removal of rail spur signal foundation (rt. of sta. 597+82) |
1 | EACH | 2,100.00 | 2,100.00 | 2,000.00 | 2,000.00 | ||||
| 203-01 | general excavation | 52,334 | CUYD | 4.40 | 230,269.60 | 5.00 | 261,670.00 | ||||
| 203-03 | embankment | 227,468 | CUYD | 10.00 | 2,274,680.00 | 13.00 | 2,957,084.00 | ||||
| 203-04-A | nonplastic embankment (stone) | 2,420 | CUYD | 90.00 | 217,800.00 | 100.00 | 242,000.00 | ||||
| 203-08 | geotextile fabric | 10,127 | SQYD | 1.80 | 18,228.60 | 2.00 | 20,254.00 | ||||
| 204-02 | temporary hay or straw bales | 98 | EACH | 19.00 | 1,862.00 | 10.00 | 980.00 | ||||
| 204-05-A | temporary sediment check dams (hay) | 137 | EACH | 140.00 | 19,180.00 | 100.00 | 13,700.00 | ||||
| 204-05-B | temporary sediment check dams (stone) | 63 | EACH | 620.00 | 39,060.00 | 600.00 | 37,800.00 | ||||
| 204-06 | temporary silt fencing | 44,555 | LNFT | 1.70 | 75,743.50 | 1.40 | 62,377.00 | ||||
| 204-07 | temporary stone construction entrance | 2 | EACH | 7,000.00 | 14,000.00 | 2,500.00 | 5,000.00 | ||||
| 302-02-C-01 | class ii base course (8" thick)(soil cement) | 188,279.6 | SQYD | 11.00 | 2,071,075.60 | 9.40 | 1,769,828.24 | ||||
| 304-05 | lime treatment (type e) | 1,350.00 | TON | 200.00 | 270,000.00 | 300.00 | 405,000.00 | ||||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
476 | CUYD | 120.00 | 57,120.00 | 75.00 | 35,700.00 | ||||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 3,000.0 | CUYD | 45.00 | 135,000.00 | 65.00 | 195,000.00 | ||||
| 509-01 | cold planing asphaltic pavement | 7,444 | SQYD | 4.00 | 29,776.00 | 4.00 | 29,776.00 | ||||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 414 | CUYD | 0.01 | - 4.14 | 0.01 | - 4.14 | ||||
| 510-01-C | pavement patching (18" minimum thickness) | 754 | SQYD | 150.00 | 113,100.00 | 250.00 | 188,500.00 | ||||
| 510-02 | pavement widening | 541.3 | SQYD | 100.00 | 54,130.00 | 120.00 | 64,956.00 | ||||
| 701-01-I | cross drain pipe (24" rcp/pcp) | 1,346 | LNFT | 80.00 | 107,680.00 | 80.00 | 107,680.00 | ||||
| 701-01-K | cross drain pipe (30" rcp/pcp) | 794 | LNFT | 95.00 | 75,430.00 | 100.00 | 79,400.00 | ||||
| 701-01-M | cross drain pipe (36" rcp/pcp) | 1,332 | LNFT | 115.00 | 153,180.00 | 120.00 | 159,840.00 | ||||
| 701-02-A | cross drain pipe arch (15" equiv. rcpa) | 322 | LNFT | 80.00 | 25,760.00 | 90.00 | 28,980.00 | ||||
| 701-02-D | cross drain pipe arch (24" equiv. rcpa) | 2,912 | LNFT | 90.00 | 262,080.00 | 110.00 | 320,320.00 | ||||
| 701-02-F | cross drain pipe arch (36" equiv. rcpa) | 2,564 | LNFT | 160.00 | 410,240.00 | 140.00 | 358,960.00 | ||||
| 701-03-G | storm drain pipe (18" rcp/pcp) | 288 | LNFT | 68.00 | 19,584.00 | 50.00 | 14,400.00 | ||||
| 701-03-G-01 | storm drain pipe (18" pcp)(outfall) | 96 | LNFT | 68.00 | 6,528.00 | 50.00 | 4,800.00 | ||||
| 701-04-B | storm drain pipe arch (18" equiv. rcpa) | 592 | LNFT | 80.00 | 47,360.00 | 60.00 | 35,520.00 | ||||
| 701-05-G | side drain pipe (18") | 236 | LNFT | 70.00 | 16,520.00 | 55.00 | 12,980.00 | ||||
| 701-05-I | side drain pipe (24") | 1,104 | LNFT | 85.00 | 93,840.00 | 60.00 | 66,240.00 | ||||
| 701-05-K | side drain pipe (30") | 542 | LNFT | 100.00 | 54,200.00 | 65.00 | 35,230.00 | ||||
| 701-05-M | side drain pipe (36") | 88 | LNFT | 125.00 | 11,000.00 | 75.00 | 6,600.00 | ||||
| 701-06-D | side drain pipe arch (24" equiv.) | 132 | LNFT | 90.00 | 11,880.00 | 70.00 | 9,240.00 | ||||
| 701-06-D-01 | side drain pipe arch (24" equiv.)(class iv rcpa) | 112 | LNFT | 110.00 | 12,320.00 | 90.00 | 10,080.00 | ||||
| 701-06-F | side drain pipe arch (36" equiv.) | 82 | LNFT | 160.00 | 13,120.00 | 80.00 | 6,560.00 | ||||
| 701-10-I | reinforced concrete pipe (extension)(24") | 266 | LNFT | 80.00 | 21,280.00 | 75.00 | 19,950.00 | ||||
| 701-10-K | reinforced concrete pipe (extension)(30") | 406 | LNFT | 95.00 | 38,570.00 | 85.00 | 34,510.00 | ||||
| 701-10-M | reinforced concrete pipe (extension)(36") | 212 | LNFT | 120.00 | 25,440.00 | 110.00 | 23,320.00 | ||||
| 701-15 | concrete collar | 9 | EACH | 1,000.00 | 9,000.00 | 700.00 | 6,300.00 | ||||
| 702-02-A | manholes (mh-06) | 12 | EACH | 6,300.00 | 75,600.00 | 3,500.00 | 42,000.00 | ||||
| 702-02-B | manholes (r-cb-11) | 13 | EACH | 5,200.00 | 67,600.00 | 3,200.00 | 41,600.00 | ||||
| 702-02-C | manholes (r-cb-11 mod) | 2 | EACH | 7,000.00 | 14,000.00 | 4,500.00 | 9,000.00 | ||||
| 702-03-A | catch basins (cb-01) | 13 | EACH | 2,800.00 | 36,400.00 | 2,800.00 | 36,400.00 | ||||
| 702-03-B | catch basins (cb-02) | 1 | EACH | 5,800.00 | 5,800.00 | 5,000.00 | 5,000.00 | ||||
| 702-07-A | cross drain safety end (type 1) | 19 | EACH | 2,800.00 | 53,200.00 | 1,800.00 | 34,200.00 | ||||
| 702-07-B | cross drain safety end (type 2) | 6 | EACH | 3,400.00 | 20,400.00 | 6,000.00 | 36,000.00 | ||||
| 702-08-A | side drain safety end (type 1) | 35 | EACH | 2,800.00 | 98,000.00 | 1,800.00 | 63,000.00 | ||||
| 702-08-B | side drain safety end (type 2) | 4 | EACH | 4,000.00 | 16,000.00 | 5,000.00 | 20,000.00 | ||||
| 704-01-A | guard rail (single thrie beam)(3'-1 1/2" post spacing) | 50.0 | LNFT | 41.00 | 2,050.00 | 65.00 | 3,250.00 | ||||
| 704-03 | blocked out guard rail | 118.8 | LNFT | 20.00 | 2,376.00 | 20.00 | 2,376.00 | ||||
| 704-06-A | guard rail anchor sections (trailing end)(single thrie beam) |
6.3 | LNFT | 110.00 | 693.00 | 85.00 | 535.50 | ||||
| 704-11-B | guard rail end treatment (tangent) | 1 | EACH | 3,100.00 | 3,100.00 | 3,500.00 | 3,500.00 | ||||
| 705-01 | barbed wire fence | 1,110 | LNFT | 6.50 | 7,215.00 | 6.00 | 6,660.00 | ||||
| 705-06-A | chain link fence (4-foot height) | 61 | LNFT | 22.00 | 1,342.00 | 20.00 | 1,220.00 | ||||
| 705-06-C | chain link fence (6-foot height) | 896 | LNFT | 20.00 | 17,920.00 | 17.00 | 15,232.00 | ||||
| 705-06-D | chain link fence (7-foot height) | 330 | LNFT | 26.00 | 8,580.00 | 23.00 | 7,590.00 | ||||
| 705-08-C-01 | 24-foot double gates for chain link fence (6-foot height) |
2 | DBGT | 1,200.00 | 2,400.00 | 1,100.00 | 2,200.00 | ||||
| 705-08-C-02 | 26-foot double gates for chain link fence (6-foot height) |
3 | DBGT | 1,300.00 | 3,900.00 | 1,200.00 | 3,600.00 | ||||
| 705-08-D | 12-foot double gates for chain link fence (7-foot height) |
1 | DBGT | 1,600.00 | 1,600.00 | 1,500.00 | 1,500.00 | ||||
| 708-01 | right-of-way monument | 60 | EACH | 325.00 | 19,500.00 | 120.00 | 7,200.00 | ||||
| 708-02 | right-of-way monument witness post | 60 | EACH | 325.00 | 19,500.00 | 120.00 | 7,200.00 | ||||
| 713-01 | temporary signs & barricades | lump | LUMP | 290,000.00 | 290,000.00 | 300,000.00 | 300,000.00 | ||||
| 713-03-B | temporary pavement markings (broken line)(4" width) (10' length) |
13.300 | MILE | 450.00 | 5,985.00 | 350.00 | 4,655.00 | ||||
| 713-03-B-01 | temporary pvmt. markings (broken line)(4" w)(10' l) (type i removable) |
0.250 | MILE | 4,500.00 | 1,125.00 | 11,000.00 | 2,750.00 | ||||
| 713-04-A | temporary pavement markings (solid line)(4" width) | 37.500 | MILE | 900.00 | 33,750.00 | 500.00 | 18,750.00 | ||||
| 713-04-A-01 | temporary pvmt. markings (solid line)(4" w)(type i removable) |
23.000 | MILE | 8,000.00 | 184,000.00 | 5,200.00 | 119,600.00 | ||||
| 713-05-D | temporary pavement legends and symbols (rr crossing) | 5 | EACH | 230.00 | 1,150.00 | 150.00 | 750.00 | ||||
| 713-06 | temporary reflectorized raised pavement markers | 1,050 | EACH | 6.00 | 6,300.00 | 6.00 | 6,300.00 | ||||
| 716-01-A | mulch (vegetative) | 160.0 | TON | 400.00 | 64,000.00 | 430.00 | 68,800.00 | ||||
| 717-01 | seeding | 4,100 | LB | 7.50 | 30,750.00 | 7.50 | 30,750.00 | ||||
| 718-01 | fertilizer | 91,000 | LB | 0.40 | 36,400.00 | 0.26 | 23,660.00 | ||||
| 720-01-A | erosion control system, slope protection (type a) | 10,723 | SQYD | 1.10 | 11,795.30 | 1.10 | 11,795.30 | ||||
| 720-01-C | erosion control system, flexible channel liner (type c) | 1,473 | SQYD | 1.80 | 2,651.40 | 2.00 | 2,946.00 | ||||
| 720-01-D | erosion control system, flexible channel liner (type d) | 1,324 | SQYD | 1.80 | 2,383.20 | 2.00 | 2,648.00 | ||||
| 722-02 | project site laboratory (equipped) | 1 | EACH | 75,000.00 | 75,000.00 | 30,000.00 | 30,000.00 | ||||
| 725-01 | temporary detour roads | 2,841.2 | SQYD | 86.00 | 244,343.20 | 100.00 | 284,120.00 | ||||
| 726-01-A | bedding material (stone or recycled pccp) | 2,669.1 | CUYD | 70.00 | 186,837.00 | 85.00 | 226,873.50 | ||||
| 727-01 | mobilization | lump | LUMP | 1,950,000.00 | 1,950,000.00 | 2,000,000.00 | 2,000,000.00 | ||||
| 729-16-C | object marker assembly (type 3) | 2 | EACH | 115.00 | 230.00 | 75.00 | 150.00 | ||||
| 731-02 | reflectorized raised pavement markers | 2,494 | EACH | 6.00 | 14,964.00 | 6.50 | 16,211.00 | ||||
| 732-01-A-04 | plastic pavement striping (4" width)(dashed line)(2' stripe, 4' gap) |
257 | LNFT | 0.90 | 231.30 | 6.50 | 1,670.50 | ||||
| 732-01-C | plastic pavement striping (8" width) | 3,429 | LNFT | 1.10 | 3,771.90 | 5.50 | 18,859.50 | ||||
| 732-01-E | plastic pavement striping (24" width) | 907 | LNFT | 3.50 | 3,174.50 | 8.50 | 7,709.50 | ||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 28.654 | MILE | 3,000.00 | 85,962.00 | 3,000.00 | 85,962.00 | ||||
| 732-04-A | plastic pavement legends & symbols (arrow) | 18 | EACH | 200.00 | 3,600.00 | 400.00 | 7,200.00 | ||||
| 732-04-C | plastic pavement legends & symbols (only) | 18 | EACH | 230.00 | 4,140.00 | 400.00 | 7,200.00 | ||||
| 732-04-D | plastic pavement legends & symbols (rr crossing) | 5 | EACH | 500.00 | 2,500.00 | 800.00 | 4,000.00 | ||||
| 732-05 | removal of existing markings | 6.785 | MILE | 6,500.00 | 44,102.50 | 4,500.00 | 30,532.50 | ||||
| 735-01 | mailboxes | 3 | EACH | 10.00 | 30.00 | 10.00 | 30.00 | ||||
| 735-02 | mailbox supports (single) | 3 | EACH | 200.00 | 600.00 | 150.00 | 450.00 | ||||
| 740-01 | construction layout | lump | LUMP | 350,000.00 | 350,000.00 | 300,000.00 | 300,000.00 | ||||
| 805-01-A | class a concrete (pipe headwalls) | 5.92 | CUYD | 1,800.00 | 10,656.00 | 1,600.00 | 9,472.00 | ||||
| 805-01-B | class a concrete (box culvert headwalls) | 3.33 | CUYD | 1,800.00 | 5,994.00 | 2,000.00 | 6,660.00 | ||||
| 805-12-Y-01 | reinforced concrete box culverts (3' x 2')(extension) | 18.0 | LNFT | 1,700.00 | 30,600.00 | 700.00 | 12,600.00 | ||||
| 805-12-Z-01 | reinforced concrete box culverts (4' x 2')(extension) | 224.0 | LNFT | 360.00 | 80,640.00 | 400.00 | 89,600.00 | ||||
| 805-12-Z-02 | reinforced concrete box culverts (5' x 2')(extension) | 16.0 | LNFT | 2,000.00 | 32,000.00 | 800.00 | 12,800.00 | ||||
| 806-01 | deformed reinforcing steel | 538 | LB | 2.10 | 1,129.80 | 2.00 | 1,076.00 | ||||
| S-001 | rumble strips (ground-in) | 12.1 | MILE | 450.00 | 5,445.00 | 700.00 | 8,470.00 | ||||
| S-002 | reconstruction of rail spur | 548.03 | LNFT | 230.00 | 126,046.90 | 250.00 | 137,007.50 | ||||
| S-003 | rail spur roadway crossing | 219.38 | LNFT | 170.00 | 37,294.60 | 600.00 | 131,628.00 | ||||
| S-004 | removal of 015-08-0028 temporary connection (sta. 322+32.26 to sta. 334+61.62) |
lump | LUMP | 10,000.00 | 10,000.00 | 16,000.00 | 16,000.00 | ||||
| SUBTOTAL GENERAL | 12,841,553.58 | 13,713,894.40 | |||||||||
| ALTERNATE A | pavement options | ||||||||||
| ALTERNATE A1 | portland cement concrete pavement | ||||||||||
| 203-04-A-01 | nonplastic embankment (stone)(shoulder drain) | 66 | CUYD | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| 302-02-A-01 | class ii base course (4" thick)(stone or recycled pccp) | 140,559.0 | SQYD | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| 302-02-B-01 | class ii base course (6" thick)(stone or recycled pccp) | 34,885.1 | SQYD | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| 302-02-H-01 | class ii base course (thickness varies 8" - 10")(stone or recycled pccp) |
18,432.6 | SQYD | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| 502-01 | superpave asphaltic concrete | 5,027.2 | TON | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
1,648.6 | TON | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| 601-01-G | portland cement concrete pavement (8" thick) | 107,486.9 | SQYD | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| 601-02-G | portland cement concrete pavement (8" thick) (crossovers & turnouts) |
27,085.1 | SQYD | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| 601-04 | portland cement concrete pavement coring | 225 | EACH | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 5.961 | MILE | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| 732-03-A-01 | plastic pvmt striping (broken line)(4"width)preformed marking tape (type) |
7.295 | MILE | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| S-005 | pavement grooving | 7,628.9 | SQYD | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| ALTERNATE A2 | superpave asphaltic concrete pavement | ||||||||||
| 203-04-A-01 | nonplastic embankment (stone)(shoulder drain) | 41 | CUYD | 130.00 | 5,330.00 | 250.00 | 10,250.00 | ||||
| 302-02-A-01 | class ii base course (4" thick)(stone or recycled pccp) | 175,444.1 | SQYD | 9.55 | 1,675,491.16 | 11.80 | 2,070,240.38 | ||||
| 302-02-G-01 | class ii base course (thickness varies 6" - 8")(stone or recycled pccp) |
18,432.6 | SQYD | 17.75 | 327,178.65 | 21.00 | 387,084.60 | ||||
| 502-01 | superpave asphaltic concrete | 40,711.8 | TON | 91.00 | 3,704,773.80 | 85.00 | 3,460,503.00 | ||||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
10,371.0 | TON | 122.00 | 1,265,262.00 | 110.00 | 1,140,810.00 | ||||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 12.700 | MILE | 930.00 | 11,811.00 | 2,000.00 | 25,400.00 | ||||
| 732-03-A-01 | plastic pvmt striping (broken line)(4"width)preformed marking tape (type v) |
0.556 | MILE | 4,500.00 | 2,502.00 | 11,000.00 | 6,116.00 | ||||
| S-006 | open graded friction course system (low volume traffic application) |
420 | TON | 140.00 | 58,800.00 | 400.00 | 168,000.00 | ||||
| SUBTOTAL ALT A2 | 7,051,148.61 | 7,268,403.98 | |||||||||
| ITEM TOTAL (CONSTRUCTION BID) | 19,892,702.19 | 20,982,298.38 | |||||||||
| NUMBER OF DAYS BID AT $4,600 PER DAY. | 2,875,000.00 | 2,875,000.00 | |||||||||
| LIFE CYCLE COST | 1,690,600.00 | 1,690,600.00 | |||||||||
| TOTAL BID | 24,458,302.19 | 25,547,898.38 | |||||||||