| |||
| Lead Project: 025-02-0030 | |||
| Parish: SABINE | |||
| Routes: US 171 | |||
| Description: FLORIEN TO MANY | |||
| Type Const:
grading, drainage structures, lime treatment, class ii base course, superpave asphaltic concrete pavement, portland cement concrete pavement and related work. | |||
| Estimated Construction Cost: $42,016,607.49 | |||
| Maximum Number of Days Allowed for Construction: 750 | |||
| Calculated Daily User Cost: $1,000.00 | |||
| Rank | License | Bidder | Construction Bid | Bidder's Proposed Contract Time | Total Bid |
|---|---|---|---|---|---|
| 1 | 42076 | AUSTIN BRIDGE & ROAD, LP | $34,613,537.16 | 750 | $35,363,537.16 |
| 2 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $36,481,843.47 | 750 | $37,231,843.47 |
| 3 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $44,901,905.75 | 750 | $45,651,905.75 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - AUSTIN BRIDGE & ROAD, LP |
- 2 - DIAMOND B CONSTRUCTION CO., L.L.C. |
- 3 - 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 | 1,480,000.00 | 1,480,000.00 | 1,000,000.00 | 1,000,000.00 | 1,600,000.00 | 1,600,000.00 | ||
| 202-01 | removal of structures & obstructions | lump | LUMP | 5,000.00 | 5,000.00 | 100,000.00 | 100,000.00 | 50,000.00 | 50,000.00 | ||
| 202-02-B-01 | removal of concrete box culverts(sta. 96+96,1-3'x3') | 1 | EACH | 3,000.00 | 3,000.00 | 3,000.00 | 3,000.00 | 5,000.00 | 5,000.00 | ||
| 202-02-B-02 | removal of concrete box culverts(sta. 104+55,2-4'x4') | 1 | EACH | 8,000.00 | 8,000.00 | 3,000.00 | 3,000.00 | 9,000.00 | 9,000.00 | ||
| 202-02-B-03 | removal of concrete box culverts(sta. 132+48,1-4'x3') | 1 | EACH | 3,000.00 | 3,000.00 | 3,000.00 | 3,000.00 | 5,000.00 | 5,000.00 | ||
| 202-02-B-04 | removal of concrete box culverts(sta. 150+60,1-3'x3') | 1 | EACH | 2,000.00 | 2,000.00 | 3,000.00 | 3,000.00 | 5,000.00 | 5,000.00 | ||
| 202-02-B-05 | removal of concrete box culverts(sta. 184+41,1-5'x4') | 1 | EACH | 4,500.00 | 4,500.00 | 3,000.00 | 3,000.00 | 7,500.00 | 7,500.00 | ||
| 202-02-B-06 | removal of concrete box culverts(sta. 219+91,1-4'x2') | 1 | EACH | 3,500.00 | 3,500.00 | 3,000.00 | 3,000.00 | 6,000.00 | 6,000.00 | ||
| 202-02-B-07 | removal of concrete box culverts(sta. 263+50,1-2'x3') | 1 | EACH | 3,000.00 | 3,000.00 | 3,000.00 | 3,000.00 | 4,500.00 | 4,500.00 | ||
| 202-02-B-08 | removal of concrete box culverts(sta. 275+26,2-4'x5') | 1 | EACH | 9,000.00 | 9,000.00 | 3,000.00 | 3,000.00 | 10,000.00 | 10,000.00 | ||
| 202-02-B-09 | removal of concrete box culverts(sta. 362+63,1-4'x4') | 1 | EACH | 9,500.00 | 9,500.00 | 3,000.00 | 3,000.00 | 10,000.00 | 10,000.00 | ||
| 202-02-B-10 | removal of concrete box culverts(sta. 386+67,2-4'x4') | 1 | EACH | 7,500.00 | 7,500.00 | 3,000.00 | 3,000.00 | 10,000.00 | 10,000.00 | ||
| 202-02-B-11 | removal of concrete box culverts(sta. 409+08,1-4'x3') | 1 | EACH | 3,000.00 | 3,000.00 | 3,000.00 | 3,000.00 | 5,000.00 | 5,000.00 | ||
| 202-02-B-12 | removal of concrete box culverts(sta. 421+38,1-4'x3') | 1 | EACH | 2,000.00 | 2,000.00 | 3,000.00 | 3,000.00 | 5,000.00 | 5,000.00 | ||
| 202-02-B-13 | removal of concrete box culverts(sta. 429+36,1-3'x3') | 1 | EACH | 8,000.00 | 8,000.00 | 3,000.00 | 3,000.00 | 5,000.00 | 5,000.00 | ||
| 202-02-C | removal of portland cement concrete pavement | 140,344 | SQYD | 3.95 | 554,358.80 | 4.25 | 596,462.00 | 5.00 | 701,720.00 | ||
| 202-02-D | removal of concrete walks & drives | 3,832 | SQYD | 7.08 | 27,130.56 | 5.00 | 19,160.00 | 12.00 | 45,984.00 | ||
| 202-02-G | removal of surfacing & stabilized base | 13,477.8 | SQYD | 3.20 | 43,128.96 | 3.25 | 43,802.85 | 3.00 | 40,433.40 | ||
| 202-02-I | removal of asphalt drives | 3,523.0 | SQYD | 4.53 | 15,959.19 | 5.00 | 17,615.00 | 5.00 | 17,615.00 | ||
| 202-02-01 | removal of 1491 sq. ft. wood frame residence on piers (lt. of sta. 111+50) |
1 | EACH | 4,500.00 | 4,500.00 | 1,000.00 | 1,000.00 | 4,000.00 | 4,000.00 | ||
| 202-02-02 | removal of 1334 sq. ft. wood/metal barn on concrete slab (lt. of sta. 113+40) |
1 | EACH | 3,000.00 | 3,000.00 | 1,000.00 | 1,000.00 | 4,000.00 | 4,000.00 | ||
| 202-02-03 | removal of 930 sq. ft. metal commercial building on slab (lt. of sta. 116+30) |
1 | EACH | 2,000.00 | 2,000.00 | 1,000.00 | 1,000.00 | 4,000.00 | 4,000.00 | ||
| 202-02-04 | removal of sign (welcome to florien)(lt. of sta. 118+00) |
1 | EACH | 1.00 | 1.00 | 100.00 | 100.00 | 500.00 | 500.00 | ||
| 202-02-05 | removal of sign (gulf industries)(lt. of sta. 160+00) | 1 | EACH | 1.00 | 1.00 | 100.00 | 100.00 | 500.00 | 500.00 | ||
| 202-02-06 | removal of sign (rt. of sta. 174+50) | 1 | EACH | 1.00 | 1.00 | 100.00 | 100.00 | 500.00 | 500.00 | ||
| 202-02-07 | removal of three signs (lt. of sta. 206+00) | 1 | EACH | 1.00 | 1.00 | 100.00 | 100.00 | 500.00 | 500.00 | ||
| 202-02-08 | removal of billboard (rt. of sta. 204+00) | 1 | EACH | 1,500.00 | 1,500.00 | 100.00 | 100.00 | 2,000.00 | 2,000.00 | ||
| 202-02-09 | removal of sign (lt. of sta. 208+00) | 1 | EACH | 1.00 | 1.00 | 100.00 | 100.00 | 500.00 | 500.00 | ||
| 202-02-10 | removal of signs (rt. of sta. 224+00) | 1 | EACH | 1,000.00 | 1,000.00 | 100.00 | 100.00 | 500.00 | 500.00 | ||
| 202-02-11 | removal of 3660 sq. ft. metal frame commercial building on concrete slab (rt. of sta. 342+60) |
1 | EACH | 5,000.00 | 5,000.00 | 5,000.00 | 5,000.00 | 8,500.00 | 8,500.00 | ||
| 202-02-12 | removal of 1256 sq. ft. brick residence on concrete slab (rt. of sta. 352+00) |
1 | EACH | 3,500.00 | 3,500.00 | 2,000.00 | 2,000.00 | 4,000.00 | 4,000.00 | ||
| 202-02-13 | removal of billboard (rt. of sta. 365+00) | 1 | EACH | 1,000.00 | 1,000.00 | 500.00 | 500.00 | 2,000.00 | 2,000.00 | ||
| 202-02-14 | removal of sign (welcome to many)(rt. of sta. 380+00) | 1 | EACH | 1.00 | 1.00 | 100.00 | 100.00 | 500.00 | 500.00 | ||
| 202-02-15 | removal of sign (ford)(lt. of sta.390+00) | 1 | EACH | 2,000.00 | 2,000.00 | 100.00 | 100.00 | 1,000.00 | 1,000.00 | ||
| 202-02-16 | removal of sign (ford)(lt. of sta. 391+40) | 1 | EACH | 500.00 | 500.00 | 100.00 | 100.00 | 1,000.00 | 1,000.00 | ||
| 202-02-17 | removal of sign (ford)(lt. of sta. 392+30) | 1 | EACH | 3,000.00 | 3,000.00 | 3,000.00 | 3,000.00 | 1,000.00 | 1,000.00 | ||
| 202-02-18 | removal of sign (ford)(lt. of sta. 393+30) | 1 | EACH | 1,000.00 | 1,000.00 | 500.00 | 500.00 | 1,000.00 | 1,000.00 | ||
| 202-02-19 | removal of sign (prism)(rt. of sta. 393+50) | 1 | EACH | 100.00 | 100.00 | 1,000.00 | 1,000.00 | 1,000.00 | 1,000.00 | ||
| 202-02-20 | removal of sign (lt. of sta. 401+00) | 1 | EACH | 1.00 | 1.00 | 3,000.00 | 3,000.00 | 1,000.00 | 1,000.00 | ||
| 202-02-21 | removal of sign (lt. of sta. 404+20) | 1 | EACH | 1.00 | 1.00 | 1,000.00 | 1,000.00 | 1,000.00 | 1,000.00 | ||
| 202-02-22 | removal of 2580 sq. ft. metal commercial building on slab (rt. of sta. 410+50) |
1 | EACH | 7,750.00 | 7,750.00 | 7,000.00 | 7,000.00 | 5,000.00 | 5,000.00 | ||
| 202-02-23 | removal of shelter (rt. of sta. 417+00) | 1 | EACH | 1.00 | 1.00 | 1.00 | 1.00 | 4,000.00 | 4,000.00 | ||
| 202-02-24 | removal of all buildings, parcels 17-07 and 17-07ur (rt. of sta. 426+00) |
1 | EACH | 3,000.00 | 3,000.00 | 3,000.00 | 3,000.00 | 4,000.00 | 4,000.00 | ||
| 202-02-25 | removal of 1057 sq. ft. wood frame residence on piers (rt. of sta. 426+50) |
1 | EACH | 2,500.00 | 2,500.00 | 2,000.00 | 2,000.00 | 4,000.00 | 4,000.00 | ||
| 202-02-26 | removal of 747 sq. ft. asbestos siding residence on piers (rt. of sta. 427+20) |
1 | EACH | 4,000.00 | 4,000.00 | 100.00 | 100.00 | 4,000.00 | 4,000.00 | ||
| 202-02-27 | removal of 5489 sq. ft. metal storage building on slab (rt. of sta. 429+00) |
1 | EACH | 16,000.00 | 16,000.00 | 1,000.00 | 1,000.00 | 4,000.00 | 4,000.00 | ||
| 202-02-28 | removal of 983 sq. ft. wood frame residence on piers (rt. of sta.431+80) |
1 | EACH | 2,500.00 | 2,500.00 | 1,000.00 | 1,000.00 | 4,000.00 | 4,000.00 | ||
| 202-02-29 | removal of 2220 sq. ft. wood frame commercial building on piers (rt. of sta. 434+00) |
1 | EACH | 4,400.00 | 4,400.00 | 1,000.00 | 1,000.00 | 4,000.00 | 4,000.00 | ||
| 202-02-30 | removal of 1501 sq. ft. concrete commercial building on slab (rt. of sta. 434+50) |
1 | EACH | 3,800.00 | 3,800.00 | 1,000.00 | 1,000.00 | 4,000.00 | 4,000.00 | ||
| 202-02-31 | removal of sign (sta. rt. of sta. 436+00) | 1 | EACH | 1.00 | 1.00 | 100.00 | 100.00 | 500.00 | 500.00 | ||
| 202-03 | relocation of cattle guard (lt. of sta. 434+63) | 1 | EACH | 1,000.00 | 1,000.00 | 9,000.00 | 9,000.00 | 4,000.00 | 4,000.00 | ||
| 203-01 | general excavation | 1,142,806 | CUYD | 3.20 | 3,656,979.20 | 4.00 | 4,571,224.00 | 4.00 | 4,571,224.00 | ||
| 203-02 | drainage excavation | 10,178 | CUYD | 6.00 | 61,068.00 | 6.24 | 63,510.72 | 12.00 | 122,136.00 | ||
| 203-04 | embankment | 689,362 | CUYD | 2.30 | 1,585,532.60 | 3.55 | 2,447,235.10 | 7.00 | 4,825,534.00 | ||
| 203-05-A | nonplastic embankment (stone) | 1,124 | CUYD | 90.40 | 101,609.60 | 85.00 | 95,540.00 | 110.00 | 123,640.00 | ||
| 204-02 | temporary hay or straw bales | 1,576 | EACH | 5.50 | 8,668.00 | 15.00 | 23,640.00 | 25.00 | 39,400.00 | ||
| 204-05-A | temporary sediment check dams (hay) | 193 | EACH | 75.00 | 14,475.00 | 300.00 | 57,900.00 | 250.00 | 48,250.00 | ||
| 204-05-B | temporary sediment check dams (stone) | 154 | EACH | 350.00 | 53,900.00 | 550.00 | 84,700.00 | 800.00 | 123,200.00 | ||
| 204-06 | temporary silt fencing | 29,491 | LNFT | 1.50 | 44,236.50 | 4.00 | 117,964.00 | 5.00 | 147,455.00 | ||
| 302-01 | class ii base course | 84,523.4 | CUYD | 43.36 | 3,664,934.62 | 60.00 | 5,071,404.00 | 28.00 | 2,366,655.20 | ||
| 304-01 | lime | 3,735.86 | TON | 1.00 | 3,735.86 | 10.00 | 37,358.60 | 150.00 | 560,379.00 | ||
| 304-04-D | lime treatment (type d) (12" thick) | 263,553 | SQYD | 0.01 | 2,635.53 | 0.50 | 131,776.50 | 1.00 | 263,553.00 | ||
| 305-01-C | subgrade layer (10" thick) | 283,045.0 | SQYD | 4.08 | 1,154,823.60 | 6.00 | 1,698,270.00 | 8.00 | 2,264,360.00 | ||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
9,366 | CUYD | 21.94 | 205,490.04 | 16.00 | 149,856.00 | 85.00 | 796,110.00 | ||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 1,000.0 | CUYD | 65.00 | 65,000.00 | 65.00 | 65,000.00 | 60.00 | 60,000.00 | ||
| 502-01 | superpave asphaltic concrete | 63,915.2 | TON | 77.75 | 4,969,406.80 | 70.00 | 4,474,064.00 | 88.00 | 5,624,537.60 | ||
| 502-01-A | superpave asphaltic concrete drives, turnouts and miscellaneous |
5,415.1 | TON | 84.15 | 455,680.67 | 95.00 | 514,434.50 | 140.00 | 758,114.00 | ||
| 509-01 | cold planing asphaltic pavement | 140,344 | SQYD | 1.60 | 224,550.40 | 2.25 | 315,774.00 | 2.00 | 280,688.00 | ||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 13,645 | CUYD | 0.01 | - 136.45 | 0.10 | - 1,364.50 | 0.01 | - 136.45 | ||
| 601-01-K | portland cement concrete pavement (10" thick) | 58,271.1 | SQYD | 60.21 | 3,508,502.93 | 56.00 | 3,263,181.60 | 65.00 | 3,787,621.50 | ||
| 601-01-M | portland cement concrete pavement (11" thick) | 8,415.0 | SQYD | 68.50 | 576,427.50 | 61.00 | 513,315.00 | 85.00 | 715,275.00 | ||
| 601-02-K | portland cement concrete pavement (10" thick) (crossovers & turnouts) |
3,188.1 | SQYD | 74.81 | 238,501.76 | 71.00 | 226,355.10 | 80.00 | 255,048.00 | ||
| 601-04 | portland cement concrete pavement coring | 18 | EACH | 125.00 | 2,250.00 | 160.00 | 2,880.00 | 100.00 | 1,800.00 | ||
| 701-01-G | cross drain pipe (18" rcp) | 218 | LNFT | 45.00 | 9,810.00 | 60.00 | 13,080.00 | 80.00 | 17,440.00 | ||
| 701-01-I | cross drain pipe (24" rcp) | 537 | LNFT | 60.00 | 32,220.00 | 70.00 | 37,590.00 | 90.00 | 48,330.00 | ||
| 701-01-K | cross drain pipe (30" rcp) | 1,022 | LNFT | 75.00 | 76,650.00 | 80.00 | 81,760.00 | 100.00 | 102,200.00 | ||
| 701-01-M | cross drain pipe (36" rcp) | 815 | LNFT | 90.00 | 73,350.00 | 100.00 | 81,500.00 | 120.00 | 97,800.00 | ||
| 701-01-N | cross drain pipe (42" rcp) | 1,504 | LNFT | 110.00 | 165,440.00 | 145.00 | 218,080.00 | 165.00 | 248,160.00 | ||
| 701-01-O | cross drain pipe (48" rcp) | 2,066 | LNFT | 150.00 | 309,900.00 | 165.00 | 340,890.00 | 190.00 | 392,540.00 | ||
| 701-01-P | cross drain pipe (54" rcp) | 174 | LNFT | 240.00 | 41,760.00 | 180.00 | 31,320.00 | 275.00 | 47,850.00 | ||
| 701-01-S-01 | cross drain pipe (72" rcp)(class iv) | 760 | LNFT | 500.00 | 380,000.00 | 400.00 | 304,000.00 | 470.00 | 357,200.00 | ||
| 701-02-D | cross drain pipe arch (24" equiv. rcpa) | 440 | LNFT | 85.00 | 37,400.00 | 75.00 | 33,000.00 | 100.00 | 44,000.00 | ||
| 701-02-E | cross drain pipe arch (30" equiv. rcpa) | 273 | LNFT | 100.00 | 27,300.00 | 100.00 | 27,300.00 | 158.00 | 43,134.00 | ||
| 701-02-F | cross drain pipe arch (36" equiv. rcpa) | 106 | LNFT | 110.00 | 11,660.00 | 125.00 | 13,250.00 | 200.00 | 21,200.00 | ||
| 701-02-G | cross drain pipe arch (42" equiv. rcpa) | 238 | LNFT | 140.00 | 33,320.00 | 155.00 | 36,890.00 | 210.00 | 49,980.00 | ||
| 701-02-I | cross drain pipe arch (54" equiv. rcpa) | 256 | LNFT | 200.00 | 51,200.00 | 215.00 | 55,040.00 | 270.00 | 69,120.00 | ||
| 701-03-F | storm drain pipe (15" rcp) | 7,348 | LNFT | 40.00 | 293,920.00 | 40.00 | 293,920.00 | 78.00 | 573,144.00 | ||
| 701-03-G | storm drain pipe (18" rcp) | 3,571 | LNFT | 45.00 | 160,695.00 | 50.00 | 178,550.00 | 82.00 | 292,822.00 | ||
| 701-03-I | storm drain pipe (24" rcp) | 550 | LNFT | 60.00 | 33,000.00 | 70.00 | 38,500.00 | 100.00 | 55,000.00 | ||
| 701-03-K | storm drain pipe (30" rcp) | 95 | LNFT | 75.00 | 7,125.00 | 90.00 | 8,550.00 | 110.00 | 10,450.00 | ||
| 701-05-F | side drain pipe (15" rcp) | 26 | LNFT | 40.00 | 1,040.00 | 60.00 | 1,560.00 | 95.00 | 2,470.00 | ||
| 701-05-G | side drain pipe (18" rcp) | 909 | LNFT | 45.00 | 40,905.00 | 70.00 | 63,630.00 | 58.00 | 52,722.00 | ||
| 701-05-I | side drain pipe (24" rcp) | 362 | LNFT | 60.00 | 21,720.00 | 100.00 | 36,200.00 | 76.00 | 27,512.00 | ||
| 701-05-I-01 | side drain pipe (24")(erosion) | 48 | LNFT | 60.00 | 2,880.00 | 75.00 | 3,600.00 | 55.00 | 2,640.00 | ||
| 701-05-K | side drain pipe (30" rcp) | 145 | LNFT | 75.00 | 10,875.00 | 100.00 | 14,500.00 | 95.00 | 13,775.00 | ||
| 701-05-M | side drain pipe (36" rcp) | 72 | LNFT | 90.00 | 6,480.00 | 120.00 | 8,640.00 | 135.00 | 9,720.00 | ||
| 701-06-B | side drain pipe arch (18" equiv.) | 256 | LNFT | 75.00 | 19,200.00 | 65.00 | 16,640.00 | 78.00 | 19,968.00 | ||
| 701-06-D | side drain pipe arch (24" equiv.) | 44 | LNFT | 85.00 | 3,740.00 | 95.00 | 4,180.00 | 120.00 | 5,280.00 | ||
| 702-02-A | manholes (mh-06) | 4 | EACH | 3,000.00 | 12,000.00 | 5,500.00 | 22,000.00 | 12,000.00 | 48,000.00 | ||
| 702-02-C | manholes (r-cb-11 mod) | 2 | EACH | 3,500.00 | 7,000.00 | 6,000.00 | 12,000.00 | 8,000.00 | 16,000.00 | ||
| 702-02-E-01 | manholes (r-cb-32)(mod) | 1 | EACH | 3,500.00 | 3,500.00 | 6,000.00 | 6,000.00 | 8,500.00 | 8,500.00 | ||
| 702-02-G | manholes (r-cb-36) | 7 | EACH | 4,000.00 | 28,000.00 | 6,000.00 | 42,000.00 | 4,500.00 | 31,500.00 | ||
| 702-03-A | catch basins (cb-01) | 37 | EACH | 2,500.00 | 92,500.00 | 3,000.00 | 111,000.00 | 4,000.00 | 148,000.00 | ||
| 702-03-B | catch basins (cb-02) | 1 | EACH | 3,700.00 | 3,700.00 | 7,500.00 | 7,500.00 | 6,800.00 | 6,800.00 | ||
| 702-03-C | catch basins (cb-06) | 45 | EACH | 4,000.00 | 180,000.00 | 4,500.00 | 202,500.00 | 7,000.00 | 315,000.00 | ||
| 702-03-D | catch basins (cb-07) | 59 | EACH | 4,200.00 | 247,800.00 | 6,000.00 | 354,000.00 | 8,500.00 | 501,500.00 | ||
| 702-03-F | catch basins (cb-08) | 27 | EACH | 7,000.00 | 189,000.00 | 8,500.00 | 229,500.00 | 12,000.00 | 324,000.00 | ||
| 703-01 | shoulder underdrain systems | 18,113 | LNFT | 10.34 | 187,288.42 | 7.00 | 126,791.00 | 12.00 | 217,356.00 | ||
| 705-01 | barbed wire fence | 3,721 | LNFT | 5.00 | 18,605.00 | 5.50 | 20,465.50 | 6.00 | 22,326.00 | ||
| 705-02 | combination mesh & barbed wire fence | 1,774 | LNFT | 11.50 | 20,401.00 | 6.00 | 10,644.00 | 7.00 | 12,418.00 | ||
| 705-03 | single swinging walk gates | 2 | EACH | 525.00 | 1,050.00 | 550.00 | 1,100.00 | 600.00 | 1,200.00 | ||
| 705-06-A | chain link fence (4-foot height) | 230 | LNFT | 18.00 | 4,140.00 | 17.00 | 3,910.00 | 20.00 | 4,600.00 | ||
| 705-06-B | chain link fence (5-foot height) | 43 | LNFT | 20.00 | 860.00 | 32.00 | 1,376.00 | 35.00 | 1,505.00 | ||
| 705-06-D | chain link fence (7-foot height) | 14 | LNFT | 25.00 | 350.00 | 54.00 | 756.00 | 55.00 | 770.00 | ||
| 705-09 | rebuilt fence | 595 | LNFT | 28.00 | 16,660.00 | 30.00 | 17,850.00 | 13.00 | 7,735.00 | ||
| 706-02-C | concrete drive (6" thick) | 5,606.7 | SQYD | 53.96 | 302,537.53 | 45.00 | 252,301.50 | 50.00 | 280,335.00 | ||
| 707-01-A | concrete curb (mountable) | 18,558.0 | LNFT | 5.06 | 93,903.48 | 9.00 | 167,022.00 | 10.00 | 185,580.00 | ||
| 707-01-B | concrete curb (barrier) | 1,393.5 | LNFT | 6.85 | 9,545.48 | 13.00 | 18,115.50 | 12.00 | 16,722.00 | ||
| 708-01 | right-of-way monument | 338 | EACH | 200.00 | 67,600.00 | 100.00 | 33,800.00 | 350.00 | 118,300.00 | ||
| 708-02 | right-of-way monument witness post | 217 | EACH | 200.00 | 43,400.00 | 100.00 | 21,700.00 | 350.00 | 75,950.00 | ||
| 710-01 | flowable fill | 350 | CUYD | 155.45 | 54,407.50 | 100.00 | 35,000.00 | 150.00 | 52,500.00 | ||
| 711-01-C | riprap (30 lb) | 1,247 | SQYD | 153.61 | 191,551.67 | 68.00 | 84,796.00 | 100.00 | 124,700.00 | ||
| 711-04 | geotextile fabric | 1,247 | SQYD | 16.29 | 20,313.63 | 1.00 | 1,247.00 | 2.00 | 2,494.00 | ||
| 712-01-A | concrete cast-in-place revetment | 480 | SQYD | 61.42 | 29,481.60 | 120.00 | 57,600.00 | 65.00 | 31,200.00 | ||
| 712-02 | sacked concrete revetment | 411 | SQYD | 270.65 | 111,237.15 | 68.00 | 27,948.00 | 65.00 | 26,715.00 | ||
| 713-01 | temporary signs & barricades | lump | LUMP | 500,000.00 | 500,000.00 | 200,000.00 | 200,000.00 | 260,000.00 | 260,000.00 | ||
| 713-05-A | temporary pavement markings (solid line)(4" width) | 18.051 | MILE | 774.09 | 13,973.10 | 830.00 | 14,982.33 | 800.00 | 14,440.80 | ||
| 713-08 | temporary precast concrete barrier (contractor furnished) |
499 | EACH | 894.90 | 446,555.10 | 950.00 | 474,050.00 | 900.00 | 449,100.00 | ||
| 716-01-A | mulch (vegetative) | 3.05 | ACRE | 2,000.00 | 6,100.00 | 965.00 | 2,943.25 | 1,000.00 | 3,050.00 | ||
| 717-01 | seeding | 14,947 | LB | 6.00 | 89,682.00 | 7.50 | 112,102.50 | 7.60 | 113,597.20 | ||
| 718-01 | fertilizer | 249,116 | LB | 0.22 | 54,805.52 | 0.27 | 67,261.32 | 0.30 | 74,734.80 | ||
| 718-02 | agricultural lime | 249.0 | TON | 67.91 | 16,909.59 | 85.00 | 21,165.00 | 95.00 | 23,655.00 | ||
| 720-01-A | erosion control system, slope protection (type a) | 69,880 | SQYD | 1.20 | 83,856.00 | 2.00 | 139,760.00 | 1.30 | 90,844.00 | ||
| 720-01-C | erosion control system, flexible channel liner (type c) | 6,706 | SQYD | 1.50 | 10,059.00 | 3.00 | 20,118.00 | 3.00 | 20,118.00 | ||
| 720-01-D | erosion control system, flexible channel liner (type d) | 15,502 | SQYD | 2.00 | 31,004.00 | 3.00 | 46,506.00 | 3.00 | 46,506.00 | ||
| 720-01-E | erosion control system, flexible channel liner (type e) | 3,940 | SQYD | 2.00 | 7,880.00 | 3.50 | 13,790.00 | 4.15 | 16,351.00 | ||
| 720-01-F | erosion control system, flexible channel liner (type f) | 1,648 | SQYD | 2.00 | 3,296.00 | 3.50 | 5,768.00 | 4.00 | 6,592.00 | ||
| 722-02 | project site laboratory (equipped) | 1 | EACH | 20,000.00 | 20,000.00 | 50,000.00 | 50,000.00 | 100,000.00 | 100,000.00 | ||
| 725-02 | temporary detour roads | 22,491.1 | SQYD | 31.63 | 711,393.49 | 35.00 | 787,188.50 | 60.00 | 1,349,466.00 | ||
| 726-01 | bedding material | 10,167.9 | CUYD | 70.00 | 711,753.00 | 75.00 | 762,592.50 | 80.00 | 813,432.00 | ||
| 727-01 | mobilization | lump | LUMP | 3,400,000.00 | 3,400,000.00 | 3,000,000.00 | 3,000,000.00 | 4,000,000.00 | 4,000,000.00 | ||
| 729-16-C | object marker assembly (type 3) | 46 | EACH | 90.00 | 4,140.00 | 80.00 | 3,680.00 | 90.00 | 4,140.00 | ||
| 729-19-C | dead end installations (type a) | 2 | EACH | 2,000.00 | 4,000.00 | 2,000.00 | 4,000.00 | 2,200.00 | 4,400.00 | ||
| 731-02 | reflectorized raised pavement markers | 2,973 | EACH | 5.17 | 15,370.41 | 5.50 | 16,351.50 | 5.50 | 16,351.50 | ||
| 732-01-E | plastic pavement striping (24" width) | 876 | LNFT | 2.94 | 2,575.44 | 3.00 | 2,628.00 | 3.00 | 2,628.00 | ||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 28.616 | MILE | 2,399.39 | 68,660.94 | 2,500.00 | 71,540.00 | 2,500.00 | 71,540.00 | ||
| 732-03-A | plastic pavement striping (broken line) (4" width) | 4.166 | MILE | 696.99 | 2,903.66 | 750.00 | 3,124.50 | 700.00 | 2,916.20 | ||
| 732-04-A | plastic pavement legends and symbols (arrow) | 299 | EACH | 157.25 | 47,017.75 | 168.00 | 50,232.00 | 160.00 | 47,840.00 | ||
| 732-04-C | plastic pavement legends & symbols (only) | 108 | EACH | 197.84 | 21,366.72 | 200.00 | 21,600.00 | 200.00 | 21,600.00 | ||
| 735-01 | mailboxes | 22 | EACH | 50.00 | 1,100.00 | 15.00 | 330.00 | 20.00 | 440.00 | ||
| 735-02 | mailbox supports (single) | 22 | EACH | 195.00 | 4,290.00 | 150.00 | 3,300.00 | 250.00 | 5,500.00 | ||
| 735-04 | mailbox supports (multiple) | 2 | EACH | 425.00 | 850.00 | 300.00 | 600.00 | 500.00 | 1,000.00 | ||
| 740-01 | construction layout | lump | LUMP | 500,000.00 | 500,000.00 | 200,000.00 | 200,000.00 | 500,000.00 | 500,000.00 | ||
| 740-02 | utility oversight and coordination | lump | LUMP | 10,000.00 | 10,000.00 | 15,000.00 | 15,000.00 | 120,000.00 | 120,000.00 | ||
| 742-01 | sanitary sewer pipe (8") | 1,427 | LNFT | 37.48 | 53,483.96 | 27.00 | 38,529.00 | 15.00 | 21,405.00 | ||
| 742-02 | adjusting sanitary sewer house connections | 8 | EACH | 2,000.00 | 16,000.00 | 1,500.00 | 12,000.00 | 300.00 | 2,400.00 | ||
| 744-01 | traffic control management | lump | LUMP | 30,000.00 | 30,000.00 | 45,000.00 | 45,000.00 | 180,000.00 | 180,000.00 | ||
| 805-01-A | class a concrete (pipe headwalls) | 15.07 | CUYD | 1,250.00 | 18,837.50 | 1,100.00 | 16,577.00 | 1,600.00 | 24,112.00 | ||
| 805-01-B | class a concrete (box culvert headwalls) | 79.19 | CUYD | 1,250.00 | 98,987.50 | 1,100.00 | 87,109.00 | 1,300.00 | 102,947.00 | ||
| 805-12-E | reinforced concrete box culverts (4'x4') | 494.0 | LNFT | 400.00 | 197,600.00 | 220.00 | 108,680.00 | 350.00 | 172,900.00 | ||
| 805-12-G | reinforced concrete box culverts (6'x4') | 90.0 | LNFT | 640.00 | 57,600.00 | 350.00 | 31,500.00 | 550.00 | 49,500.00 | ||
| 805-12-J | reinforced concrete box culverts (6'x 5') | 240.0 | LNFT | 720.00 | 172,800.00 | 360.00 | 86,400.00 | 560.00 | 134,400.00 | ||
| 805-12-M | reinforced concrete box culverts (6'x6') | 474.0 | LNFT | 750.00 | 355,500.00 | 370.00 | 175,380.00 | 580.00 | 274,920.00 | ||
| 806-01 | deformed reinforcing steel | 6,840 | LB | 0.35 | 2,394.00 | 2.47 | 16,894.80 | 2.00 | 13,680.00 | ||
| S-001 | rumble strips (ground-in) | 20.3 | MILE | 705.83 | 14,328.35 | 1.00 | 20.30 | 600.00 | 12,180.00 | ||
| S-002 | removal of painted transition | lump | LUMP | 2,500.00 | 2,500.00 | 2,700.00 | 2,700.00 | 3,000.00 | 3,000.00 | ||
| S-003 | curb inlet special detail (station 91+47 lt. and rt.) | 4 | EACH | 12,000.00 | 48,000.00 | 15,000.00 | 60,000.00 | 15,000.00 | 60,000.00 | ||
| S-004 | partial removal of sewer manholes | 3 | EACH | 2,000.00 | 6,000.00 | 1,000.00 | 3,000.00 | 1,200.00 | 3,600.00 | ||
| S-005 | saw-cutting | 3,272 | LNFT | 6.00 | 19,632.00 | 4.00 | 13,088.00 | 5.00 | 16,360.00 | ||
| S-006 | curb inlet special detail (stations 96+93 and 96+94) | 2 | EACH | 12,000.00 | 24,000.00 | 13,000.00 | 26,000.00 | 16,000.00 | 32,000.00 | ||
| S-007 | catch basin special detail | 3 | EACH | 12,000.00 | 36,000.00 | 11,000.00 | 33,000.00 | 16,000.00 | 48,000.00 | ||
| S-008 | junction box special detail | 1 | EACH | 12,000.00 | 12,000.00 | 9,000.00 | 9,000.00 | 13,000.00 | 13,000.00 | ||
| S-009 | paved gutter drains | 2 | EACH | 3,500.00 | 7,000.00 | 5,000.00 | 10,000.00 | 6,500.00 | 13,000.00 | ||
| ITEM TOTAL (CONSTRUCTION BID) | 34,613,537.16 | 36,481,843.47 | 44,901,905.75 | ||||||||
| NUMBER OF DAYS BID AT $1,000 PER DAY. | 750,000.00 | 750,000.00 | 750,000.00 | ||||||||
| TOTAL BID | 35,363,537.16 | 37,231,843.47 | 45,651,905.75 | ||||||||