| |||
| Lead Project: 025-01-0043 | |||
| Parish: VERNON, SABINE | |||
| Routes: US 171 | |||
| Description: HORNBECK-FLORIEN (SOUTHBOUND LANES) | |||
| Type Const:
grading, class i & ii bc, lime trmt, subgrade layer, drain struct,superpave acp, pccp, concrete slab span bridges, and related work | |||
| Rank | License | Bidder | Amount |
|---|---|---|---|
| 1 | 39462 | DENTON-JAMES LLC | $20,119,608.66 |
| 2 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $20,703,295.21 |
| 3 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $21,826,155.30 |
| 4 | 08815 | W. E. MCDONALD & SON, LLC. | $24,238,872.52 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - DENTON-JAMES LLC |
- 2 - DIAMOND B CONSTRUCTION CO., L.L.C. |
- 3 - GILCHRIST CONSTRUCTION CO. LLC |
- 4 - W. E. MCDONALD & SON, 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 | 375,000.00 | 375,000.00 | 200,000.00 | 200,000.00 | 125,000.00 | 125,000.00 |
| 202-01 | removal of structures & obstructions | lump | LUMP | 184,000.00 | 184,000.00 | 50,000.00 | 50,000.00 | 100,000.00 | 100,000.00 | 132,000.00 | 132,000.00 |
| 202-02-A-01 | removal of bridges (sta. 217+50, 27.7'x100', concrete slab bridge) |
1 | EACH | 18,000.00 | 18,000.00 | 30,000.00 | 30,000.00 | 20,000.00 | 20,000.00 | 15,000.00 | 15,000.00 |
| 202-02-A-02 | removal of bridges (sta. 357+39.5, 27.8'x81', concrete slab bridge) |
1 | EACH | 16,000.00 | 16,000.00 | 30,000.00 | 30,000.00 | 12,000.00 | 12,000.00 | 15,000.00 | 15,000.00 |
| 202-02-A-03 | removal of bridges (sta. 363+00, 27.6'x222.1', concrete slab bridge) |
1 | EACH | 28,000.00 | 28,000.00 | 40,000.00 | 40,000.00 | 25,000.00 | 25,000.00 | 15,000.00 | 15,000.00 |
| 202-02-A-04 | removal of bridges (sta. 376+00, 27.6'x262.1', concrete slab bridge) |
1 | EACH | 32,000.00 | 32,000.00 | 40,000.00 | 40,000.00 | 25,000.00 | 25,000.00 | 15,000.00 | 15,000.00 |
| 202-02-B-01 | removal of concrete box culverts (sta. 124+79, 3'x3'x56' r. c. box) |
1 | EACH | 2,000.00 | 2,000.00 | 6,000.00 | 6,000.00 | 1,800.00 | 1,800.00 | 7,500.00 | 7,500.00 |
| 202-02-B-02 | removal of concrete box culverts (sta. 146+90, 2-4'x4'x55.5' r. c. box) |
1 | EACH | 4,000.00 | 4,000.00 | 8,000.00 | 8,000.00 | 3,000.00 | 3,000.00 | 7,500.00 | 7,500.00 |
| 202-02-B-03 | removal of concrete box culverts (sta. 184+46, 4'x4'x77' r. c. box) |
1 | EACH | 3,500.00 | 3,500.00 | 6,000.00 | 6,000.00 | 1,500.00 | 1,500.00 | 7,500.00 | 7,500.00 |
| 202-02-B-04 | removal of concrete box culverts (sta. 190+73, 4-5'x5'x75.7' r. c. box) |
1 | EACH | 8,000.00 | 8,000.00 | 16,000.00 | 16,000.00 | 6,000.00 | 6,000.00 | 7,500.00 | 7,500.00 |
| 202-02-B-05 | removal of concrete box culverts (sta. 204+90, 4'x5'x76' r. c. box) |
1 | EACH | 3,000.00 | 3,000.00 | 6,000.00 | 6,000.00 | 1,500.00 | 1,500.00 | 7,500.00 | 7,500.00 |
| 202-02-B-06 | removal of concrete box culverts (sta. 233+48, 3'x3'x63.5' r. c. box) |
1 | EACH | 2,000.00 | 2,000.00 | 6,000.00 | 6,000.00 | 1,500.00 | 1,500.00 | 7,500.00 | 7,500.00 |
| 202-02-B-07 | removal of concrete box culverts (sta. 240+00, 4'x4'x53.7' r. c. box) |
1 | EACH | 2,500.00 | 2,500.00 | 6,000.00 | 6,000.00 | 1,500.00 | 1,500.00 | 7,500.00 | 7,500.00 |
| 202-02-B-08 | removal of concrete box culverts (sta. 249+45, 4'x4'x55' r. c. box) |
1 | EACH | 2,500.00 | 2,500.00 | 6,000.00 | 6,000.00 | 1,500.00 | 1,500.00 | 7,500.00 | 7,500.00 |
| 202-02-B-09 | removal of concrete box culverts (sta. 255+57, 3-4'x4'x55.3' r. c. box) |
1 | EACH | 5,000.00 | 5,000.00 | 11,000.00 | 11,000.00 | 6,000.00 | 6,000.00 | 7,500.00 | 7,500.00 |
| 202-02-B-10 | removal of concrete box culverts (sta. 324+11, 2'x3'x64' r. c. box) |
1 | EACH | 2,000.00 | 2,000.00 | 6,000.00 | 6,000.00 | 1,500.00 | 1,500.00 | 7,500.00 | 7,500.00 |
| 202-02-B-11 | removal of concrete box culverts (sta. 451+43.5, 3'x3'x46.5' r. c. box) |
1 | EACH | 2,000.00 | 2,000.00 | 6,000.00 | 6,000.00 | 1,500.00 | 1,500.00 | 7,500.00 | 7,500.00 |
| 202-02-B-12 | removal of concrete box culverts (sta. 457+71, 2'x6'x46.6' r. c. box) |
1 | EACH | 3,000.00 | 3,000.00 | 6,000.00 | 6,000.00 | 1,500.00 | 1,500.00 | 7,500.00 | 7,500.00 |
| 202-02-C | removal of portland cement concrete pavement | 68,760 | SQYD | 5.50 | 378,180.00 | 6.00 | 412,560.00 | 3.25 | 223,470.00 | 5.00 | 343,800.00 |
| 202-02-D | removal of concrete walks & drives | 1,566 | SQYD | 8.00 | 12,528.00 | 5.00 | 7,830.00 | 4.00 | 6,264.00 | 25.00 | 39,150.00 |
| 202-02-F | removal of concrete combination curb & gutter | 670.0 | LNFT | 3.00 | 2,010.00 | 7.00 | 4,690.00 | 8.00 | 5,360.00 | 20.00 | 13,400.00 |
| 202-02-G | removal of surfacing & stabilized base | 1,380.9 | SQYD | 7.00 | 9,666.30 | 8.00 | 11,047.20 | 5.00 | 6,904.50 | 6.00 | 8,285.40 |
| 202-02-H | removal of guard rail | 1,428 | LNFT | 2.00 | 2,856.00 | 4.00 | 5,712.00 | 6.00 | 8,568.00 | 4.00 | 5,712.00 |
| 202-02-I | removal of asphalt widening | 23,409 | SQYD | 3.00 | 70,227.00 | 2.00 | 46,818.00 | 3.25 | 76,079.25 | 1.50 | 35,113.50 |
| 202-02-J | removal of temporary junction box | 2 | EACH | 500.00 | 1,000.00 | 5,000.00 | 10,000.00 | 2,000.00 | 4,000.00 | 2,000.00 | 4,000.00 |
| 202-02-K | removal of temporary guardrail | 250 | LNFT | 2.00 | 500.00 | 6.00 | 1,500.00 | 5.00 | 1,250.00 | 4.00 | 1,000.00 |
| 202-02-L | removal of temporary detour roads | 2,059.0 | LNFT | 20.00 | 41,180.00 | 8.00 | 16,472.00 | 15.00 | 30,885.00 | 33.00 | 67,947.00 |
| 202-02-M | removal of stone check dams | 43 | EACH | 250.00 | 10,750.00 | 500.00 | 21,500.00 | 50.00 | 2,150.00 | 250.00 | 10,750.00 |
| 202-02-N | removal of temporary striping (type i removable tape) | 4.500 | MILE | 5,300.00 | 23,850.00 | 5,500.00 | 24,750.00 | 5,500.00 | 24,750.00 | 5,280.00 | 23,760.00 |
| 203-01 | general excavation | 427,430 | CUYD | 2.60 | 1,111,318.00 | 4.63 | 1,979,000.90 | 3.75 | 1,602,862.50 | 3.00 | 1,282,290.00 |
| 203-02 | drainage excavation | 5,813 | CUYD | 6.00 | 34,878.00 | 10.00 | 58,130.00 | 6.00 | 34,878.00 | 12.00 | 69,756.00 |
| 203-03 | muck excavation | 12,801 | CUYD | 6.00 | 76,806.00 | 7.00 | 89,607.00 | 8.00 | 102,408.00 | 12.00 | 153,612.00 |
| 203-04 | embankment | 398,996 | CUYD | 3.80 | 1,516,184.80 | 4.00 | 1,595,984.00 | 6.75 | 2,693,223.00 | 6.00 | 2,393,976.00 |
| 203-05 | nonplastic embankment | 165 | CUYD | 120.00 | 19,800.00 | 125.00 | 20,625.00 | 80.00 | 13,200.00 | 88.00 | 14,520.00 |
| 204-01 | temporary sandbagging | 8.0 | CUYD | 500.00 | 4,000.00 | 275.00 | 2,200.00 | 300.00 | 2,400.00 | 250.00 | 2,000.00 |
| 204-02 | temporary hay or straw bales | 1,330 | EACH | 5.00 | 6,650.00 | 25.00 | 33,250.00 | 20.00 | 26,600.00 | 5.00 | 6,650.00 |
| 204-03 | temporary slope drains | 656 | LNFT | 10.00 | 6,560.00 | 16.00 | 10,496.00 | 20.00 | 13,120.00 | 15.00 | 9,840.00 |
| 204-04 | temporary sediment basins | 2 | EACH | 500.00 | 1,000.00 | 750.00 | 1,500.00 | 500.00 | 1,000.00 | 1,000.00 | 2,000.00 |
| 204-05-A | temporary sediment check dams (hay) | 75 | EACH | 70.00 | 5,250.00 | 150.00 | 11,250.00 | 150.00 | 11,250.00 | 70.00 | 5,250.00 |
| 204-05-B | temporary sediment check dams (stone) | 198 | EACH | 600.00 | 118,800.00 | 500.00 | 99,000.00 | 500.00 | 99,000.00 | 250.00 | 49,500.00 |
| 204-06 | temporary silt fencing | 26,248 | LNFT | 1.50 | 39,372.00 | 3.00 | 78,744.00 | 1.50 | 39,372.00 | 2.00 | 52,496.00 |
| 204-07 | temporary stone construction entrance | 9 | EACH | 1,500.00 | 13,500.00 | 1,800.00 | 16,200.00 | 200.00 | 1,800.00 | 1,000.00 | 9,000.00 |
| 301-01 | class i base course | 6,184.1 | CUYD | 75.00 | 463,807.50 | 63.00 | 389,598.30 | 75.00 | 463,807.50 | 80.00 | 494,728.00 |
| 302-01 | class ii base course | 30,379.3 | CUYD | 70.00 | 2,126,551.00 | 62.00 | 1,883,516.60 | 75.00 | 2,278,447.50 | 79.00 | 2,399,964.70 |
| 304-01 | lime | 694.58 | TON | 120.00 | 83,349.60 | 120.15 | 83,453.78 | 130.00 | 90,295.40 | 150.00 | 104,187.00 |
| 304-02-D | lime treatment (type b) (12" thick) | 49,000 | SQYD | 1.50 | 73,500.00 | 3.20 | 156,800.00 | 2.00 | 98,000.00 | 4.00 | 196,000.00 |
| 305-01-A | subgrade layer (8" thick) | 119,700 | SQYD | 5.00 | 598,500.00 | 6.01 | 719,397.00 | 7.00 | 837,900.00 | 6.25 | 748,125.00 |
| 305-01-B | subgrade layer (12" thick) | 22,344 | SQYD | 8.00 | 178,752.00 | 7.15 | 159,759.60 | 9.75 | 217,854.00 | 7.25 | 161,994.00 |
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
5,686 | CUYD | 50.00 | 284,300.00 | 12.00 | 68,232.00 | 30.00 | 170,580.00 | 30.00 | 170,580.00 |
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 2,000.0 | CUYD | 65.00 | 130,000.00 | 25.00 | 50,000.00 | 30.00 | 60,000.00 | 15.00 | 30,000.00 |
| 502-01 | superpave asphaltic concrete | 42,701.3 | TON | 58.00 | 2,476,675.40 | 50.00 | 2,135,065.00 | 55.00 | 2,348,571.50 | 58.00 | 2,476,675.40 |
| 502-01-A | superpave asphaltic concrete, paved drives and turnouts |
1,262.4 | TON | 100.00 | 126,240.00 | 100.00 | 126,240.00 | 85.00 | 107,304.00 | 101.00 | 127,502.40 |
| 601-01-M | portland cement concrete pavement (11" thick) | 7,478.5 | SQYD | 56.00 | 418,796.00 | 64.00 | 478,624.00 | 60.00 | 448,710.00 | 61.00 | 456,188.50 |
| 601-02-M | portland cement concrete pavement (11" thick) (crossovers & turnouts) |
11,925.6 | SQYD | 62.00 | 739,387.20 | 68.00 | 810,940.80 | 65.00 | 775,164.00 | 65.00 | 775,164.00 |
| 601-03-M | portland cement concrete shoulder (11" thick) | 3,032.1 | SQYD | 60.00 | 181,926.00 | 68.00 | 206,182.80 | 60.00 | 181,926.00 | 65.00 | 197,086.50 |
| 601-04 | portland cement concrete pavement coring | 25 | EACH | 100.00 | 2,500.00 | 110.00 | 2,750.00 | 100.00 | 2,500.00 | 101.00 | 2,525.00 |
| 701-01-I | cross drain pipe (24" rcp/pcp) | 543 | LNFT | 60.00 | 32,580.00 | 64.00 | 34,752.00 | 55.00 | 29,865.00 | 45.00 | 24,435.00 |
| 701-01-K | cross drain pipe (30" rcp/pcp) | 1,234 | LNFT | 65.00 | 80,210.00 | 67.00 | 82,678.00 | 75.00 | 92,550.00 | 58.00 | 71,572.00 |
| 701-01-M | cross drain pipe (36" rcp/pcp) | 218 | LNFT | 90.00 | 19,620.00 | 95.00 | 20,710.00 | 110.00 | 23,980.00 | 79.00 | 17,222.00 |
| 701-01-N | cross drain pipe (42" rcp/pcp) | 208 | LNFT | 100.00 | 20,800.00 | 105.00 | 21,840.00 | 140.00 | 29,120.00 | 100.00 | 20,800.00 |
| 701-01-O-01 | cross drain pipe (48" rcp/pcp)(class iv) | 309 | LNFT | 130.00 | 40,170.00 | 132.00 | 40,788.00 | 180.00 | 55,620.00 | 165.00 | 50,985.00 |
| 701-01-O-02 | cross drain pipe (48" rcp/pcp)(class v) | 224 | LNFT | 150.00 | 33,600.00 | 153.00 | 34,272.00 | 200.00 | 44,800.00 | 200.00 | 44,800.00 |
| 701-01-P | cross drain pipe (54" rcp/pcp) | 520 | LNFT | 145.00 | 75,400.00 | 165.00 | 85,800.00 | 185.00 | 96,200.00 | 325.00 | 169,000.00 |
| 701-01-S | cross drain pipe (72" rcp/pcp) | 288 | LNFT | 280.00 | 80,640.00 | 286.00 | 82,368.00 | 350.00 | 100,800.00 | 600.00 | 172,800.00 |
| 701-01-W | cross drain pipe (96" rcp/pcp) | 240 | LNFT | 430.00 | 103,200.00 | 466.00 | 111,840.00 | 550.00 | 132,000.00 | 900.00 | 216,000.00 |
| 701-01-W-01 | cross drain pipe (96" rcp/pcp)(class iv) | 488 | LNFT | 480.00 | 234,240.00 | 487.00 | 237,656.00 | 580.00 | 283,040.00 | 900.00 | 439,200.00 |
| 701-02-F | cross drain pipe arch (36" equiv. rcpa) | 264 | LNFT | 90.00 | 23,760.00 | 96.00 | 25,344.00 | 120.00 | 31,680.00 | 92.00 | 24,288.00 |
| 701-02-J | cross drain pipe arch (60" equiv. rcpa) | 712 | LNFT | 230.00 | 163,760.00 | 233.00 | 165,896.00 | 240.00 | 170,880.00 | 225.00 | 160,200.00 |
| 701-03-F | storm drain pipe (15" rcp/pcp) | 932 | LNFT | 42.00 | 39,144.00 | 45.00 | 41,940.00 | 45.00 | 41,940.00 | 41.00 | 38,212.00 |
| 701-03-G | storm drain pipe (18" rcp/pcp) | 172 | LNFT | 44.00 | 7,568.00 | 48.00 | 8,256.00 | 60.00 | 10,320.00 | 48.00 | 8,256.00 |
| 701-05-G | side drain pipe (18") | 1,082 | LNFT | 40.00 | 43,280.00 | 42.00 | 45,444.00 | 45.00 | 48,690.00 | 39.00 | 42,198.00 |
| 701-05-I | side drain pipe (24") | 706 | LNFT | 50.00 | 35,300.00 | 53.00 | 37,418.00 | 75.00 | 52,950.00 | 48.00 | 33,888.00 |
| 701-05-K | side drain pipe (30") | 112 | LNFT | 75.00 | 8,400.00 | 80.00 | 8,960.00 | 100.00 | 11,200.00 | 55.00 | 6,160.00 |
| 701-15 | concrete collar | 2 | EACH | 1,000.00 | 2,000.00 | 1,100.00 | 2,200.00 | 1,500.00 | 3,000.00 | 1,200.00 | 2,400.00 |
| 702-03-A | catch basins (cb-01) | 14 | EACH | 2,400.00 | 33,600.00 | 3,400.00 | 47,600.00 | 3,500.00 | 49,000.00 | 2,000.00 | 28,000.00 |
| 702-03-B | catch basins (cb-02) | 5 | EACH | 4,000.00 | 20,000.00 | 4,300.00 | 21,500.00 | 4,500.00 | 22,500.00 | 3,000.00 | 15,000.00 |
| 702-03-I | catch basins (cb-62) | 2 | EACH | 4,000.00 | 8,000.00 | 5,800.00 | 11,600.00 | 5,000.00 | 10,000.00 | 5,000.00 | 10,000.00 |
| 703-02 | shoulder outlet underdrains | 264 | EACH | 350.00 | 92,400.00 | 10.00 | 2,640.00 | 350.00 | 92,400.00 | 515.00 | 135,960.00 |
| 703-03-A | perforated pipe underdrains (4") | 64,951 | LNFT | 6.50 | 422,181.50 | 0.50 | 32,475.50 | 4.75 | 308,517.25 | 9.55 | 620,282.05 |
| 703-03-B | perforated pipe underdrains (6") | 2,331 | LNFT | 10.00 | 23,310.00 | 0.50 | 1,165.50 | 15.00 | 34,965.00 | 12.55 | 29,254.05 |
| 703-04 | nonperforated pipe underdrains | 244 | LNFT | 14.00 | 3,416.00 | 27.00 | 6,588.00 | 16.00 | 3,904.00 | 1.50 | 366.00 |
| 704-03 | blocked out guard rail | 693.8 | LNFT | 15.00 | 10,407.00 | 16.00 | 11,100.80 | 17.00 | 11,794.60 | 16.50 | 11,447.70 |
| 704-08-B | guard rail transitions (double thrie beam) | 100.0 | LNFT | 38.00 | 3,800.00 | 40.00 | 4,000.00 | 41.00 | 4,100.00 | 40.00 | 4,000.00 |
| 704-11-A | guard rail end treatment (flared) | 4 | EACH | 1,500.00 | 6,000.00 | 1,600.00 | 6,400.00 | 2,100.00 | 8,400.00 | 2,000.00 | 8,000.00 |
| 705-09 | rebuilt fence | 598 | LNFT | 15.00 | 8,970.00 | 16.00 | 9,568.00 | 8.00 | 4,784.00 | 20.00 | 11,960.00 |
| 706-01-A | concrete walk (4" thick) | 380.5 | SQYD | 35.00 | 13,317.50 | 45.00 | 17,122.50 | 34.00 | 12,937.00 | 45.00 | 17,122.50 |
| 706-02-C | concrete drive (6" thick) | 3,482.9 | SQYD | 40.00 | 139,316.00 | 48.00 | 167,179.20 | 38.00 | 132,350.20 | 55.00 | 191,559.50 |
| 707-01 | concrete curb | 915.9 | LNFT | 3.00 | 2,747.70 | 9.00 | 8,243.10 | 12.00 | 10,990.80 | 8.50 | 7,785.15 |
| 708-01 | right-of-way monument | 253 | EACH | 120.00 | 30,360.00 | 110.00 | 27,830.00 | 300.00 | 75,900.00 | 150.00 | 37,950.00 |
| 708-02 | right-of-way monument witness post | 253 | EACH | 120.00 | 30,360.00 | 110.00 | 27,830.00 | 300.00 | 75,900.00 | 150.00 | 37,950.00 |
| 711-02-C | riprap (30 lb) | 590 | CUYD | 90.00 | 53,100.00 | 90.00 | 53,100.00 | 80.00 | 47,200.00 | 105.00 | 61,950.00 |
| 712-01-A | concrete cast-in-place revetment (4" thick) | 4,921 | SQYD | 37.00 | 182,077.00 | 67.00 | 329,707.00 | 33.00 | 162,393.00 | 70.00 | 344,470.00 |
| 712-04 | flexible revetment | 11,781 | SQYD | 40.00 | 471,240.00 | 42.00 | 494,802.00 | 50.00 | 589,050.00 | 45.00 | 530,145.00 |
| 713-01 | temporary signs & barricades | lump | LUMP | 140,000.00 | 140,000.00 | 100,000.00 | 100,000.00 | 100,000.00 | 100,000.00 | 375,000.00 | 375,000.00 |
| 713-04-A | temporary pavement markings (broken line)(4" width)(4' length) |
1.000 | MILE | 500.00 | 500.00 | 175.00 | 175.00 | 550.00 | 550.00 | 250.00 | 250.00 |
| 713-04-B | temporary pavement markings (broken line)(4" width) (10' length) |
2.000 | MILE | 300.00 | 600.00 | 280.00 | 560.00 | 300.00 | 600.00 | 264.00 | 528.00 |
| 713-05-A | temporary pavement markings (solid line)(4" width) | 2.000 | MILE | 700.00 | 1,400.00 | 670.00 | 1,340.00 | 650.00 | 1,300.00 | 633.00 | 1,266.00 |
| 713-05-A-01 | temporary pavement markings (solid line)(4" width) (type i removable) |
1.500 | MILE | 12,000.00 | 18,000.00 | 12,500.00 | 18,750.00 | 12,000.00 | 18,000.00 | 11,880.00 | 17,820.00 |
| 716-01-A | mulch (vegetative) | 193.13 | ACRE | 600.00 | 115,878.00 | 635.00 | 122,637.55 | 650.00 | 125,534.50 | 600.00 | 115,878.00 |
| 717-01 | seeding | 3,650 | LB | 7.00 | 25,550.00 | 8.00 | 29,200.00 | 10.00 | 36,500.00 | 7.00 | 25,550.00 |
| 718-01 | fertilizer | 81,096 | LB | 0.30 | 24,328.80 | 0.32 | 25,950.72 | 0.35 | 28,383.60 | 0.30 | 24,328.80 |
| 718-02 | agricultural lime | 24.8 | TON | 100.00 | 2,480.00 | 105.00 | 2,604.00 | 200.00 | 4,960.00 | 99.00 | 2,455.20 |
| 720-01-A | erosion control system, slope protection (type a) | 162,736 | SQYD | 1.00 | 162,736.00 | 1.05 | 170,872.80 | 1.50 | 244,104.00 | 0.99 | 161,108.64 |
| 720-01-C | erosion control system, flexible channel liner (type c) | 24,319 | SQYD | 1.30 | 31,614.70 | 1.32 | 32,101.08 | 1.70 | 41,342.30 | 1.25 | 30,398.75 |
| 720-01-D | erosion control system, flexible channel liner (type d) | 23,128 | SQYD | 1.30 | 30,066.40 | 1.32 | 30,528.96 | 1.70 | 39,317.60 | 1.25 | 28,910.00 |
| 720-01-E | erosion control system, flexible channel liner (type e) | 1,611 | SQYD | 2.00 | 3,222.00 | 2.07 | 3,334.77 | 2.20 | 3,544.20 | 1.95 | 3,141.45 |
| 720-01-F | erosion control system, flexible channel liner (type f) | 1,533 | SQYD | 2.00 | 3,066.00 | 2.07 | 3,173.31 | 2.50 | 3,832.50 | 1.95 | 2,989.35 |
| 722-02 | project site laboratory (equipped) | 1 | EACH | 30,000.00 | 30,000.00 | 30,000.00 | 30,000.00 | 30,000.00 | 30,000.00 | 35,000.00 | 35,000.00 |
| 724-01-B | pavement patching (12" minimum thickness) | 50 | SQYD | 85.00 | 4,250.00 | 115.00 | 5,750.00 | 150.00 | 7,500.00 | 75.00 | 3,750.00 |
| 726-01 | bedding material | 2,286.3 | CUYD | 50.00 | 114,315.00 | 53.00 | 121,173.90 | 60.00 | 137,178.00 | 65.00 | 148,609.50 |
| 727-01 | mobilization | lump | LUMP | 2,000,000.00 | 2,000,000.00 | 2,000,000.00 | 2,000,000.00 | 2,000,000.00 | 2,000,000.00 | 2,100,000.00 | 2,100,000.00 |
| 729-16-C | object marker assembly (type 3) | 16 | EACH | 65.00 | 1,040.00 | 58.00 | 928.00 | 80.00 | 1,280.00 | 70.00 | 1,120.00 |
| 731-02 | reflectorized raised pavement markers | 2,308 | EACH | 5.00 | 11,540.00 | 5.00 | 11,540.00 | 5.00 | 11,540.00 | 4.90 | 11,309.20 |
| 732-01-A | plastic pavement striping (4" width) | 13,948 | LNFT | 0.40 | 5,579.20 | 0.42 | 5,858.16 | 0.45 | 6,276.60 | 0.40 | 5,579.20 |
| 732-01-C | plastic pavement striping (8" width) | 880 | LNFT | 0.80 | 704.00 | 0.85 | 748.00 | 0.90 | 792.00 | 0.80 | 704.00 |
| 732-01-E | plastic pavement striping (24" width) | 754 | LNFT | 2.40 | 1,809.60 | 2.54 | 1,915.16 | 2.50 | 1,885.00 | 2.40 | 1,809.60 |
| 732-02-A | plastic pavement striping (solid line) (4" width) | 25.838 | MILE | 2,000.00 | 51,676.00 | 2,100.00 | 54,259.80 | 2,100.00 | 54,259.80 | 1,990.00 | 51,417.62 |
| 732-03-A | plastic pavement striping (broken line)(4" width) | 14.131 | MILE | 700.00 | 9,891.70 | 700.00 | 9,891.70 | 700.00 | 9,891.70 | 660.00 | 9,326.46 |
| 732-04-A | plastic pavement legends & symbols (arrow) | 17 | EACH | 130.00 | 2,210.00 | 132.00 | 2,244.00 | 150.00 | 2,550.00 | 125.00 | 2,125.00 |
| 732-04-C | plastic pavement legends & symbols (only) | 5 | EACH | 140.00 | 700.00 | 143.00 | 715.00 | 160.00 | 800.00 | 135.00 | 675.00 |
| 732-05 | removal of existing markings | 2.000 | MILE | 4,500.00 | 9,000.00 | 4,800.00 | 9,600.00 | 5,000.00 | 10,000.00 | 4,500.00 | 9,000.00 |
| 735-01 | mailboxes | 45 | EACH | 1.00 | 45.00 | 12.00 | 540.00 | 50.00 | 2,250.00 | 1.00 | 45.00 |
| 735-02 | mailbox supports (single) | 37 | EACH | 140.00 | 5,180.00 | 130.00 | 4,810.00 | 150.00 | 5,550.00 | 200.00 | 7,400.00 |
| 735-03 | mailbox supports (double) | 2 | EACH | 200.00 | 400.00 | 300.00 | 600.00 | 200.00 | 400.00 | 300.00 | 600.00 |
| 735-04 | mailbox supports (multiple) | 1 | EACH | 400.00 | 400.00 | 600.00 | 600.00 | 400.00 | 400.00 | 500.00 | 500.00 |
| 740-01 | construction layout | lump | LUMP | 250,000.00 | 250,000.00 | 250,000.00 | 250,000.00 | 200,000.00 | 200,000.00 | 400,000.00 | 400,000.00 |
| 804-01-C | precast concrete piles (16") | 3,655 | LNFT | 34.00 | 124,270.00 | 52.00 | 190,060.00 | 40.00 | 146,200.00 | 35.00 | 127,925.00 |
| 804-12 | loading permanent piles | 2 | EACH | 1,000.00 | 2,000.00 | 1.00 | 2.00 | 100.00 | 200.00 | 1.00 | 2.00 |
| 805-01-A | class a concrete (pipe headwalls) | 377.13 | CUYD | 850.00 | 320,560.50 | 950.00 | 358,273.50 | 700.00 | 263,991.00 | 1,500.00 | 565,695.00 |
| 805-01-F | class a concrete (bents) | 106.90 | CUYD | 800.00 | 85,520.00 | 850.00 | 90,865.00 | 500.00 | 53,450.00 | 600.00 | 64,140.00 |
| 805-03 | class aa concrete | 457.45 | CUYD | 450.00 | 205,852.50 | 688.00 | 314,725.60 | 600.00 | 274,470.00 | 475.00 | 217,288.75 |
| 806-01 | deformed reinforcing steel | 126,123 | LB | 0.70 | 88,286.10 | 1.00 | 126,123.00 | 1.00 | 126,123.00 | 5.50 | 693,676.50 |
| 810-01 | concrete railing (barrier) | 760.18 | LNFT | 47.00 | 35,728.46 | 59.00 | 44,850.62 | 50.00 | 38,009.00 | 65.00 | 49,411.70 |
| 813-01 | concrete approach slabs | 546.77 | SQYD | 160.00 | 87,483.20 | 200.00 | 109,354.00 | 150.00 | 82,015.50 | 185.00 | 101,152.45 |
| S-002 | completion of catch basins | lump | LUMP | 35,000.00 | 35,000.00 | 50,000.00 | 50,000.00 | 5,000.00 | 5,000.00 | 75,000.00 | 75,000.00 |
| S-003 | sandblasting and painting of catch basin grates | lump | LUMP | 12,000.00 | 12,000.00 | 8,000.00 | 8,000.00 | 15,000.00 | 15,000.00 | 45,000.00 | 45,000.00 |
| S-004 | maintenance of existing temporary erosion control features |
lump | LUMP | 30,000.00 | 30,000.00 | 50,000.00 | 50,000.00 | 50,000.00 | 50,000.00 | 75,000.00 | 75,000.00 |
| S-005 | rumble strips (ground-in) | 13.0 | MILE | 600.00 | 7,800.00 | 700.00 | 9,100.00 | 600.00 | 7,800.00 | 680.00 | 8,840.00 |
| S-006 | redressing slopes and ditches | 110,000 | SQYD | 0.50 | 55,000.00 | 2.25 | 247,500.00 | 2.00 | 220,000.00 | 4.00 | 440,000.00 |
| S-007 | borrow, (vehicular measurement) | 150,000 | CUYD | 5.10 | 765,000.00 | 8.00 | 1,200,000.00 | 6.50 | 975,000.00 | 8.00 | 1,200,000.00 |
| CONTRACTOR TOTAL | 20,119,608.66 | 20,703,295.21 | 21,826,155.30 | 24,238,872.52 | |||||||