| |||
| Lead Project: 023-05-0028 | |||
| Parish: WINN | |||
| Routes: US 167 | |||
| Description: WINNFIELD - JCT. LA 1236 | |||
| Type Const:
grading, drainage structures, cold planing asphaltic pavt, lime trmt, class ii bc, superpave acp (alt. a-1), pccp (alt. a-2), concrete girder bridges and related work. | |||
| Estimated Construction Cost: $32,532,431.20 | |||
| Maximum Number of Days Allowed for Construction: 725 | |||
| Calculated Daily User Cost: $5,000.00 | |||
| Rank | License | Bidder | Construction Bid | Bidder's Proposed Contract Time | Life Cycle Cost | Total Bid |
|---|---|---|---|---|---|---|
| 1 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $30,212,974.57 | 625 | $2,032,700.00 | $35,370,674.57 |
| 2 | 34567 | JAMES CONSTRUCTION GROUP LLC | $30,879,355.72 | 725 | $1,026,200.00 | $35,530,555.72 |
| 3 | 33685 | SPECIALTY CONTRACTORS | $33,201,502.46 | 600 | $1,026,200.00 | $37,227,702.46 |
| 4 | 39462 | DENTON-JAMES LLC | $35,248,521.78 | 725 | $1,026,200.00 | $39,899,721.78 |
| 5 | 42076 | AUSTIN BRIDGE & ROAD, LP | $39,242,000.00 | 725 | $1,026,200.00 | $43,893,200.00 |
| 6 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $40,514,561.25 | 700 | $2,032,700.00 | $46,047,261.25 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - GILCHRIST CONSTRUCTION CO. LLC |
- 2 - JAMES CONSTRUCTION GROUP LLC |
- 3 - SPECIALTY CONTRACTORS |
- 4 - 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 | 600,000.00 | 600,000.00 | 350,000.00 | 350,000.00 | 1,027,000.00 | 1,027,000.00 | 800,000.00 | 800,000.00 |
| 202-01 | removal of structures & obstructions | lump | LUMP | 75,000.00 | 75,000.00 | 25,000.00 | 25,000.00 | 15,000.00 | 15,000.00 | 45,000.00 | 45,000.00 |
| 202-02-B-01 | removal of concrete box culverts (2' x 2')(sta. 3234+47) |
1 | EACH | 1,000.00 | 1,000.00 | 2,500.00 | 2,500.00 | 1,000.00 | 1,000.00 | 2,000.00 | 2,000.00 |
| 202-02-B-02 | removal of concrete box culverts (3' x 3')(sta. 3279+37) |
1 | EACH | 1,000.00 | 1,000.00 | 2,800.00 | 2,800.00 | 1,000.00 | 1,000.00 | 3,000.00 | 3,000.00 |
| 202-02-B-03 | removal of concrete box culverts (3' x 5')(sta. 3292+37) |
1 | EACH | 1,000.00 | 1,000.00 | 3,000.00 | 3,000.00 | 1,000.00 | 1,000.00 | 4,000.00 | 4,000.00 |
| 202-02-B-04 | removal of concrete box culverts (2' x 2')(sta. 3429+65) |
1 | EACH | 1,000.00 | 1,000.00 | 2,500.00 | 2,500.00 | 1,000.00 | 1,000.00 | 2,000.00 | 2,000.00 |
| 202-02-B-05 | removal of concrete box culverts (5' x 5')(sta. 3475+55) |
1 | EACH | 1,000.00 | 1,000.00 | 3,800.00 | 3,800.00 | 2,000.00 | 2,000.00 | 7,000.00 | 7,000.00 |
| 202-02-B-06 | removal of concrete box culverts (2' x 2')(sta. 3570+09) |
1 | EACH | 1,000.00 | 1,000.00 | 2,500.00 | 2,500.00 | 1,000.00 | 1,000.00 | 2,000.00 | 2,000.00 |
| 202-02-G | removal of surfacing & stabilized base | 34,536.3 | SQYD | 1.75 | 60,438.53 | 9.00 | 310,826.70 | 4.50 | 155,413.35 | 6.00 | 207,217.80 |
| 202-02-H | removal of guard rail | 1,698 | LNFT | 8.85 | 15,027.30 | 3.00 | 5,094.00 | 3.00 | 5,094.00 | 5.00 | 8,490.00 |
| 202-02-01 | removal of concrete headwall (2-4' x 4' )(lt. of sta. 3211+87) |
1 | EACH | 1,000.00 | 1,000.00 | 500.00 | 500.00 | 300.00 | 300.00 | 1,400.00 | 1,400.00 |
| 202-02-02 | removal of concrete headwall (2-4' x 4' )(rt. of sta. 3211+87) |
1 | EACH | 1,000.00 | 1,000.00 | 500.00 | 500.00 | 300.00 | 300.00 | 1,400.00 | 1,400.00 |
| 202-02-03 | removal of concrete headwall (5-8' x 8' )(lt. of sta. 3366+41) |
1 | EACH | 1,000.00 | 1,000.00 | 1,000.00 | 1,000.00 | 600.00 | 600.00 | 3,000.00 | 3,000.00 |
| 202-02-04 | removal of concrete headwall (4-6' x 6' )(lt. of sta. 3396+50) |
1 | EACH | 1,000.00 | 1,000.00 | 800.00 | 800.00 | 500.00 | 500.00 | 2,000.00 | 2,000.00 |
| 202-02-05 | removal of concrete headwall (3-5' x 5')(lt. of sta. 3411+90) |
1 | EACH | 1,000.00 | 1,000.00 | 600.00 | 600.00 | 400.00 | 400.00 | 2,000.00 | 2,000.00 |
| 202-02-06 | removal of concrete headwall (5' x 5' )(lt. of sta. 3464+69) |
1 | EACH | 1,000.00 | 1,000.00 | 500.00 | 500.00 | 200.00 | 200.00 | 2,000.00 | 2,000.00 |
| 202-02-07 | removal of concrete headwall (5' x 5' )(rt. of sta. 3464+69) |
1 | EACH | 1,000.00 | 1,000.00 | 500.00 | 500.00 | 200.00 | 200.00 | 2,000.00 | 2,000.00 |
| 202-02-08 | removal of concrete headwall (4-5' x 5')(rt. of sta. 3515+42) |
1 | EACH | 1,000.00 | 1,000.00 | 1,000.00 | 1,000.00 | 500.00 | 500.00 | 2,200.00 | 2,200.00 |
| 202-02-09 | removal of 1,760 sq. ft. wood frame residence on piers (rt. of sta. 3224+25)(cont. friable & non-friable asb.) |
1 | EACH | 1,000.00 | 1,000.00 | 7,850.00 | 7,850.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 202-02-10 | removal of 2,940 sq. ft. wood frame residence on piers (rt. of sta. 3226+50)(contains non-friable asbestos) |
1 | EACH | 1,000.00 | 1,000.00 | 5,350.00 | 5,350.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 202-02-11 | removal of 490 sq. ft. wood shed on slab (rt. of sta. 3228+00) |
1 | EACH | 1,000.00 | 1,000.00 | 1,400.00 | 1,400.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 202-02-12 | removal of 1,860 sq. ft. wood frame residence on piers (rt. of sta. 3229+00)(contains non-friable asbestos) |
1 | EACH | 1,000.00 | 1,000.00 | 4,350.00 | 4,350.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 202-02-13 | removal of 1,080 sq. ft. cinder block residence on slab (rt. of sta. 3230+12) |
1 | EACH | 1,000.00 | 1,000.00 | 2,500.00 | 2,500.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 202-02-14 | removal of 1,080 sq. ft. cinder block residence on slab (rt. of sta. 3231+14)(contains non-friable asbestos) |
1 | EACH | 1,000.00 | 1,000.00 | 2,500.00 | 2,500.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 202-02-15 | removal of 2,600 sq. ft. wood frame residence on piers (rt. of sta. 3276+25)(contains non-friable asbestos) |
1 | EACH | 1,000.00 | 1,000.00 | 4,350.00 | 4,350.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 202-02-16 | removal of 212 sq. ft. shed (rt. of sta. 3276+25) | 1 | EACH | 500.00 | 500.00 | 400.00 | 400.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 202-02-17 | removal of 1,490 sq. ft. brick veneer residence on slab (lt. of sta. 3307+50)(contains non-friable asbestos) |
1 | EACH | 1,000.00 | 1,000.00 | 4,850.00 | 4,850.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 202-02-18 | removal of 1,050 sq. ft. mobile home (lt. of sta. 3308+86) |
1 | EACH | 1,000.00 | 1,000.00 | 3,000.00 | 3,000.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 202-02-19 | removal of 1,530 sq. ft. wood frame residence (lt. of sta. 3310+65) |
1 | EACH | 1,000.00 | 1,000.00 | 3,000.00 | 3,000.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 202-02-20 | removal of 200 sq. ft. metal shed (lt. of sta. 3310+65) | 1 | EACH | 1,000.00 | 1,000.00 | 400.00 | 400.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 202-02-21 | removal of 3,240 sq. ft. brick veneer residence on slab (lt. of sta. 3322+50)(contains non-friable asbestos) |
1 | EACH | 1,000.00 | 1,000.00 | 5,350.00 | 5,350.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 202-02-22 | removal of 1,100 sq. ft. block residence on slab (lt. of sta. 3325+28) (contains non-friable asbestos) |
1 | EACH | 1,000.00 | 1,000.00 | 3,850.00 | 3,850.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 202-02-23 | removal of 1,100 sq. ft. block residence on slab (lt. of sta. 3326+00) (contains non-friable asbestos) |
1 | EACH | 1,000.00 | 1,000.00 | 3,850.00 | 3,850.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 202-02-24 | removal of 2,200 sq. ft. brick veneer residence on slab (lt. of sta. 3327+28)(contains non-friable asbestos) |
1 | EACH | 1,000.00 | 1,000.00 | 4,850.00 | 4,850.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 202-02-25 | removal of 2,640 sq. ft. brick veneer residence on slab (lt. of sta. 3328+75)(cont. friable & non-friable asb.) |
1 | EACH | 1,000.00 | 1,000.00 | 5,350.00 | 5,350.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 202-02-26 | removal of 3,504 sq. ft. concrete slab (lt. of sta. 3332+25)(contains non-friable asbestos) |
1 | EACH | 500.00 | 500.00 | 1,500.00 | 1,500.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 202-02-27 | removal of 2,090 sq. ft. wood frame residence (lt. of sta. 3335+80) (contains friable asbestos) |
1 | EACH | 1,000.00 | 1,000.00 | 8,850.00 | 8,850.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 202-02-28 | removal of 5,050 sq. ft. metal building on slab (lt. of sta. 3337+50) |
1 | EACH | 1,000.00 | 1,000.00 | 3,000.00 | 3,000.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 202-02-29 | removal of 660 sq. ft. mobile home (lt. of sta. 3337+60) |
1 | EACH | 150.00 | 150.00 | 2,500.00 | 2,500.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 202-02-30 | removal of 330 sq. ft. shed (lt. of sta. 3346+90) | 1 | EACH | 1,000.00 | 1,000.00 | 400.00 | 400.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 203-01 | general excavation | 311,197 | CUYD | 2.90 | 902,471.30 | 2.00 | 622,394.00 | 1.75 | 544,594.75 | 3.40 | 1,058,069.80 |
| 203-02 | drainage excavation | 23,346 | CUYD | 6.30 | 147,079.80 | 10.00 | 233,460.00 | 4.00 | 93,384.00 | 7.00 | 163,422.00 |
| 203-03 | embankment | 600,758 | CUYD | 6.25 | 3,754,737.50 | 6.50 | 3,904,927.00 | 4.00 | 2,403,032.00 | 6.60 | 3,965,002.80 |
| 204-02 | temporary hay or straw bales | 259 | EACH | 13.00 | 3,367.00 | 30.00 | 7,770.00 | 10.00 | 2,590.00 | 10.00 | 2,590.00 |
| 204-05-A | temporary sediment check dams (hay) | 198 | EACH | 165.00 | 32,670.00 | 350.00 | 69,300.00 | 60.00 | 11,880.00 | 130.00 | 25,740.00 |
| 204-05-B | temporary sediment check dams (stone) | 244 | EACH | 750.00 | 183,000.00 | 400.00 | 97,600.00 | 250.00 | 61,000.00 | 800.00 | 195,200.00 |
| 204-06 | temporary silt fencing | 40,000 | LNFT | 1.30 | 52,000.00 | 4.00 | 160,000.00 | 2.00 | 80,000.00 | 1.70 | 68,000.00 |
| 204-07 | temporary stone construction entrance | 10 | EACH | 3,000.00 | 30,000.00 | 900.00 | 9,000.00 | 2,000.00 | 20,000.00 | 2,500.00 | 25,000.00 |
| 302-02-C-01 | class ii base course (8" thick)(soil cement) | 195,143.2 | SQYD | 8.00 | 1,561,145.60 | 8.00 | 1,561,145.60 | 8.36 | 1,631,397.15 | 8.50 | 1,658,717.20 |
| 302-02-G-01 | class ii base course (4.75" thick)(stone or recycled pccp) |
17,770.1 | SQYD | 8.00 | 142,160.80 | 12.00 | 213,241.20 | 13.10 | 232,788.31 | 14.00 | 248,781.40 |
| 302-02-H-01 | class ii base course (5.75" thick)(stone or recycled pccp) |
23,582.3 | SQYD | 8.50 | 200,449.55 | 13.00 | 306,569.90 | 15.72 | 370,713.76 | 16.00 | 377,316.80 |
| 304-05 | lime treatment (type e) | 414.92 | TON | 290.00 | 120,326.80 | 165.00 | 68,461.80 | 275.00 | 114,103.00 | 400.00 | 165,968.00 |
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
599 | CUYD | 85.00 | 50,915.00 | 55.00 | 32,945.00 | 90.00 | 53,910.00 | 75.00 | 44,925.00 |
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 4,000.0 | CUYD | 45.00 | 180,000.00 | 32.00 | 128,000.00 | 25.00 | 100,000.00 | 60.00 | 240,000.00 |
| 509-01 | cold planing asphaltic pavement | 1,659 | SQYD | 5.00 | 8,295.00 | 3.50 | 5,806.50 | 6.00 | 9,954.00 | 12.00 | 19,908.00 |
| 509-02 | contractor retained reclaimed asphaltic pavement | - 92 | CUYD | 0.10 | - 9.20 | 1.00 | - 92.00 | 1.00 | - 92.00 | 0.01 | - 0.92 |
| 510-01-C | pavement patching (14" minimum thickness) | 2,622 | SQYD | 100.00 | 262,200.00 | 135.00 | 353,970.00 | 145.00 | 380,190.00 | 130.00 | 340,860.00 |
| 701-01-F | cross drain pipe (15" rcp/pcp) | 2,057 | LNFT | 75.00 | 154,275.00 | 60.00 | 123,420.00 | 45.00 | 92,565.00 | 60.00 | 123,420.00 |
| 701-01-I | cross drain pipe (24" rcp/pcp) | 512 | LNFT | 95.00 | 48,640.00 | 75.00 | 38,400.00 | 50.00 | 25,600.00 | 80.00 | 40,960.00 |
| 701-01-K | cross drain pipe (30" rcp/pcp) | 400 | LNFT | 100.00 | 40,000.00 | 115.00 | 46,000.00 | 80.00 | 32,000.00 | 100.00 | 40,000.00 |
| 701-01-M | cross drain pipe (36" rcp/pcp) | 400 | LNFT | 130.00 | 52,000.00 | 150.00 | 60,000.00 | 106.00 | 42,400.00 | 120.00 | 48,000.00 |
| 701-01-N | cross drain pipe (42" rcp/pcp) | 144 | LNFT | 180.00 | 25,920.00 | 165.00 | 23,760.00 | 150.00 | 21,600.00 | 170.00 | 24,480.00 |
| 701-01-O | cross drain pipe (48" rcp/pcp) | 210 | LNFT | 230.00 | 48,300.00 | 195.00 | 40,950.00 | 180.00 | 37,800.00 | 200.00 | 42,000.00 |
| 701-02-E | cross drain pipe arch (30" equiv. rcpa) | 184 | LNFT | 130.00 | 23,920.00 | 162.00 | 29,808.00 | 100.00 | 18,400.00 | 120.00 | 22,080.00 |
| 701-02-F | cross drain pipe arch (36" equiv. rcpa) | 1,152 | LNFT | 140.00 | 161,280.00 | 150.00 | 172,800.00 | 130.00 | 149,760.00 | 140.00 | 161,280.00 |
| 701-02-G | cross drain pipe arch (42" equiv. rcpa) | 104 | LNFT | 205.00 | 21,320.00 | 200.00 | 20,800.00 | 161.00 | 16,744.00 | 170.00 | 17,680.00 |
| 701-02-H | cross drain pipe arch (48" equiv. rcpa) | 864 | LNFT | 195.00 | 168,480.00 | 159.00 | 137,376.00 | 196.00 | 169,344.00 | 200.00 | 172,800.00 |
| 701-02-I | cross drain pipe arch (54" equiv. rcpa) | 208 | LNFT | 260.00 | 54,080.00 | 214.00 | 44,512.00 | 227.00 | 47,216.00 | 230.00 | 47,840.00 |
| 701-05-G | side drain pipe (18") | 2,612 | LNFT | 30.00 | 78,360.00 | 72.00 | 188,064.00 | 47.00 | 122,764.00 | 45.00 | 117,540.00 |
| 701-05-I | side drain pipe (24") | 424 | LNFT | 43.00 | 18,232.00 | 70.00 | 29,680.00 | 50.00 | 21,200.00 | 58.00 | 24,592.00 |
| 701-05-K | side drain pipe (30") | 124 | LNFT | 71.00 | 8,804.00 | 108.00 | 13,392.00 | 80.00 | 9,920.00 | 70.00 | 8,680.00 |
| 701-05-M | side drain pipe (36") | 130 | LNFT | 80.00 | 10,400.00 | 92.00 | 11,960.00 | 106.00 | 13,780.00 | 100.00 | 13,000.00 |
| 701-05-O | side drain pipe (48") | 152 | LNFT | 120.00 | 18,240.00 | 159.00 | 24,168.00 | 180.00 | 27,360.00 | 140.00 | 21,280.00 |
| 701-05-S | side drain pipe (72") | 120 | LNFT | 300.00 | 36,000.00 | 300.00 | 36,000.00 | 298.00 | 35,760.00 | 220.00 | 26,400.00 |
| 701-10-S | reinforced concrete pipe (extension)(72") | 72 | LNFT | 355.00 | 25,560.00 | 300.00 | 21,600.00 | 426.00 | 30,672.00 | 380.00 | 27,360.00 |
| 702-03-A | catch basins (cb-01) | 42 | EACH | 2,600.00 | 109,200.00 | 2,080.00 | 87,360.00 | 2,500.00 | 105,000.00 | 2,800.00 | 117,600.00 |
| 702-03-B | catch basins (cb-02) | 3 | EACH | 4,600.00 | 13,800.00 | 4,500.00 | 13,500.00 | 3,700.00 | 11,100.00 | 5,000.00 | 15,000.00 |
| 702-08-A | side drain safety end (type 1) | 3 | EACH | 2,400.00 | 7,200.00 | 2,000.00 | 6,000.00 | 1,500.00 | 4,500.00 | 2,500.00 | 7,500.00 |
| 704-01-B | guard rail (single thrie beam)(6'-3" post spacing) | 690.0 | LNFT | 40.00 | 27,600.00 | 34.00 | 23,460.00 | 34.00 | 23,460.00 | 35.00 | 24,150.00 |
| 704-03 | blocked out guard rail | 1,475.1 | LNFT | 25.00 | 36,877.50 | 18.50 | 27,289.35 | 18.50 | 27,289.35 | 19.00 | 28,026.90 |
| 704-08-B | guard rail transitions (double thrie beam) | 200.0 | LNFT | 70.00 | 14,000.00 | 56.00 | 11,200.00 | 56.00 | 11,200.00 | 56.00 | 11,200.00 |
| 704-11-A | guard rail end treatment (flared) | 8 | EACH | 2,500.00 | 20,000.00 | 2,000.00 | 16,000.00 | 2,000.00 | 16,000.00 | 2,000.00 | 16,000.00 |
| 705-01 | barbed wire fence | 13,134 | LNFT | 7.20 | 94,564.80 | 5.40 | 70,923.60 | 7.00 | 91,938.00 | 6.50 | 85,371.00 |
| 705-02 | combination mesh & barbed wire fence | 4,297 | LNFT | 8.25 | 35,450.25 | 6.00 | 25,782.00 | 9.00 | 38,673.00 | 7.50 | 32,227.50 |
| 705-04 | single swinging driveway gates | 17 | EACH | 5.02 | 85.34 | 400.00 | 6,800.00 | 300.00 | 5,100.00 | 500.00 | 8,500.00 |
| 705-06-A | chain link fence (4-foot height) | 273 | LNFT | 20.00 | 5,460.00 | 24.50 | 6,688.50 | 20.00 | 5,460.00 | 20.00 | 5,460.00 |
| 705-06-E | chain link fence (8-foot height) | 360 | LNFT | 35.00 | 12,600.00 | 42.00 | 15,120.00 | 28.00 | 10,080.00 | 34.00 | 12,240.00 |
| 705-07-A | 12-foot single gates for chain line fence (4-foot height) |
1 | EACH | 1,000.00 | 1,000.00 | 800.00 | 800.00 | 750.00 | 750.00 | 900.00 | 900.00 |
| 706-03-C | incidental concrete paving (6" thick) | 786.4 | SQYD | 100.00 | 78,640.00 | 110.00 | 86,504.00 | 41.00 | 32,242.40 | 80.00 | 62,912.00 |
| 708-01 | right-of-way monument | 92 | EACH | 285.00 | 26,220.00 | 150.00 | 13,800.00 | 150.00 | 13,800.00 | 200.00 | 18,400.00 |
| 708-02 | right-of-way monument witness post | 92 | EACH | 285.00 | 26,220.00 | 150.00 | 13,800.00 | 125.00 | 11,500.00 | 40.00 | 3,680.00 |
| 711-01-C | riprap (30 lb, 1.5' thick) | 4,544 | SQYD | 55.00 | 249,920.00 | 50.00 | 227,200.00 | 45.00 | 204,480.00 | 60.00 | 272,640.00 |
| 711-01-D | riprap (55 lb, 1.5' thick) | 5,754 | SQYD | 60.00 | 345,240.00 | 50.00 | 287,700.00 | 50.00 | 287,700.00 | 70.00 | 402,780.00 |
| 711-04 | geotextile fabric | 10,298 | SQYD | 2.00 | 20,596.00 | 3.00 | 30,894.00 | 2.50 | 25,745.00 | 2.00 | 20,596.00 |
| 712-02 | sacked concrete revetment | 1,280 | SQYD | 60.00 | 76,800.00 | 71.00 | 90,880.00 | 160.00 | 204,800.00 | 50.00 | 64,000.00 |
| 712-04 | flexible revetment | 1,101 | SQYD | 55.00 | 60,555.00 | 46.00 | 50,646.00 | 80.00 | 88,080.00 | 70.00 | 77,070.00 |
| 713-01 | temporary signs & barricades | lump | LUMP | 200,000.00 | 200,000.00 | 100,000.00 | 100,000.00 | 218,000.00 | 218,000.00 | 200,000.00 | 200,000.00 |
| 713-03-B | temporary pavement markings (broken line)(4" width) (10' length) |
2.460 | MILE | 400.00 | 984.00 | 300.00 | 738.00 | 300.00 | 738.00 | 300.00 | 738.00 |
| 713-04-A | temporary pavement markings (solid line)(4" width) | 3.775 | MILE | 970.00 | 3,661.75 | 800.00 | 3,020.00 | 600.00 | 2,265.00 | 600.00 | 2,265.00 |
| 714-01 | slab sodding | 90,000 | SQYD | 4.50 | 405,000.00 | 0.25 | 22,500.00 | 3.00 | 270,000.00 | 4.00 | 360,000.00 |
| 715-01 | topsoil | 7,500 | CUYD | 11.40 | 85,500.00 | 21.00 | 157,500.00 | 15.00 | 112,500.00 | 11.00 | 82,500.00 |
| 716-01-A | mulch (vegetative) | 15.3 | TON | 685.00 | 10,480.50 | 550.00 | 8,415.00 | 1,200.00 | 18,360.00 | 600.00 | 9,180.00 |
| 717-01 | seeding | 7,920 | LB | 9.00 | 71,280.00 | 8.50 | 67,320.00 | 10.00 | 79,200.00 | 8.00 | 63,360.00 |
| 718-01 | fertilizer | 132,000 | LB | 0.50 | 66,000.00 | 0.40 | 52,800.00 | 1.00 | 132,000.00 | 0.40 | 52,800.00 |
| 720-01-A | erosion control system, slope protection (type a) | 68,362 | SQYD | 1.50 | 102,543.00 | 1.15 | 78,616.30 | 2.00 | 136,724.00 | 1.30 | 88,870.60 |
| 720-01-B | erosion control system, slope protection (type b) | 52,221 | SQYD | 1.50 | 78,331.50 | 1.15 | 60,054.15 | 2.00 | 104,442.00 | 1.30 | 67,887.30 |
| 722-02 | project site laboratory (equipped) | 1 | EACH | 75,000.00 | 75,000.00 | 30,000.00 | 30,000.00 | 25,000.00 | 25,000.00 | 30,000.00 | 30,000.00 |
| 725-01 | temporary detour roads | 10,264.9 | SQYD | 60.00 | 615,894.00 | 68.00 | 698,013.20 | 72.43 | 743,486.71 | 70.00 | 718,543.00 |
| 726-01 | bedding material | 2,574.0 | CUYD | 95.00 | 244,530.00 | 70.00 | 180,180.00 | 80.00 | 205,920.00 | 70.00 | 180,180.00 |
| 727-01 | mobilization | lump | LUMP | 2,400,000.00 | 2,400,000.00 | 2,900,000.00 | 2,900,000.00 | 2,108,000.00 | 2,108,000.00 | 3,500,000.00 | 3,500,000.00 |
| 729-16-B | object marker assembly (type 2) | 49 | EACH | 85.00 | 4,165.00 | 68.00 | 3,332.00 | 68.00 | 3,332.00 | 70.00 | 3,430.00 |
| 729-16-C | object marker assembly (type 3) | 38 | EACH | 90.00 | 3,420.00 | 70.00 | 2,660.00 | 70.00 | 2,660.00 | 75.00 | 2,850.00 |
| 731-01 | nonreflectorized raised pavement markers | 308 | EACH | 13.00 | 4,004.00 | 10.00 | 3,080.00 | 10.00 | 3,080.00 | 10.00 | 3,080.00 |
| 731-02 | reflectorized raised pavement markers | 2,376 | EACH | 6.80 | 16,156.80 | 4.75 | 11,286.00 | 4.75 | 11,286.00 | 5.00 | 11,880.00 |
| 732-01-C | plastic pavement striping (8" width) | 3,086 | LNFT | 5.70 | 17,590.20 | 1.00 | 3,086.00 | 1.00 | 3,086.00 | 1.00 | 3,086.00 |
| 732-01-E | plastic pavement striping (24" width) | 90 | LNFT | 13.65 | 1,228.50 | 3.00 | 270.00 | 3.00 | 270.00 | 3.00 | 270.00 |
| 732-02-A | plastic pavement striping (solid line) (4" width) | 23.134 | MILE | 2,700.00 | 62,461.80 | 2,500.00 | 57,835.00 | 2,500.00 | 57,835.00 | 2,500.00 | 57,835.00 |
| 732-04-A | plastic pavement legends & symbols (arrow) | 13 | EACH | 340.00 | 4,420.00 | 160.00 | 2,080.00 | 150.00 | 1,950.00 | 150.00 | 1,950.00 |
| 732-04-C | plastic pavement legends & symbols (only) | 13 | EACH | 570.00 | 7,410.00 | 200.00 | 2,600.00 | 200.00 | 2,600.00 | 200.00 | 2,600.00 |
| 732-05 | removal of existing markings | 6.110 | MILE | 3,200.00 | 19,552.00 | 4,600.00 | 28,106.00 | 4,600.00 | 28,106.00 | 4,600.00 | 28,106.00 |
| 735-01 | mailboxes | 30 | EACH | 1.25 | 37.50 | 1.00 | 30.00 | 30.00 | 900.00 | 1.00 | 30.00 |
| 735-02 | mailbox supports (single) | 30 | EACH | 115.00 | 3,450.00 | 100.00 | 3,000.00 | 150.00 | 4,500.00 | 150.00 | 4,500.00 |
| 740-01 | construction layout | lump | LUMP | 350,000.00 | 350,000.00 | 200,000.00 | 200,000.00 | 640,000.00 | 640,000.00 | 350,000.00 | 350,000.00 |
| 740-02 | utility oversight and coordination | lump | LUMP | 20,000.00 | 20,000.00 | 20,000.00 | 20,000.00 | 100,000.00 | 100,000.00 | 40,000.00 | 40,000.00 |
| 802-01 | structural excavation | 870.6 | CUYD | 20.00 | 17,412.00 | 17.00 | 14,800.20 | 10.00 | 8,706.00 | 25.00 | 21,765.00 |
| 802-05 | cofferdams | lump | LUMP | 30,000.00 | 30,000.00 | 100,000.00 | 100,000.00 | 400,000.00 | 400,000.00 | 450,000.00 | 450,000.00 |
| 803-05 | temporary sheeting | lump | LUMP | 17,000.00 | 17,000.00 | 150,000.00 | 150,000.00 | 20,000.00 | 20,000.00 | 250,000.00 | 250,000.00 |
| 804-01-B | precast concrete piles (14") | 1,320 | LNFT | 52.00 | 68,640.00 | 73.00 | 96,360.00 | 70.00 | 92,400.00 | 80.00 | 105,600.00 |
| 804-01-C | precast concrete piles (16") | 1,300 | LNFT | 62.00 | 80,600.00 | 77.00 | 100,100.00 | 80.00 | 104,000.00 | 90.00 | 117,000.00 |
| 804-01-D | precast concrete piles (18") | 1,200 | LNFT | 65.00 | 78,000.00 | 85.00 | 102,000.00 | 110.00 | 132,000.00 | 110.00 | 132,000.00 |
| 804-01-G | precast concrete piles (30") | 4,355 | LNFT | 145.00 | 631,475.00 | 134.00 | 583,570.00 | 210.00 | 914,550.00 | 170.00 | 740,350.00 |
| 804-05 | precast concrete test piles | 3 | EACH | 30,000.00 | 90,000.00 | 75,000.00 | 225,000.00 | 20,000.00 | 60,000.00 | 30,000.00 | 90,000.00 |
| 804-09 | loading test piles | 3 | EACH | 20,000.00 | 60,000.00 | 5,000.00 | 15,000.00 | 30,000.00 | 90,000.00 | 15,000.00 | 45,000.00 |
| 804-10 | reloading test piles | 2 | EACH | 400.00 | 800.00 | 8,000.00 | 16,000.00 | 3,000.00 | 6,000.00 | 500.00 | 1,000.00 |
| 804-11 | redriving test piles | 2 | EACH | 400.00 | 800.00 | 3,400.00 | 6,800.00 | 6,000.00 | 12,000.00 | 500.00 | 1,000.00 |
| 804-12 | loading permanent piles | 2 | EACH | 1,300.00 | 2,600.00 | 20,000.00 | 40,000.00 | 30,000.00 | 60,000.00 | 1,000.00 | 2,000.00 |
| 804-17 | dynamic monitoring | 11 | EACH | 1,000.00 | 11,000.00 | 2,000.00 | 22,000.00 | 1,500.00 | 16,500.00 | 1,500.00 | 16,500.00 |
| 805-01-A | class a concrete (pipe headwalls) | 11.70 | CUYD | 1,900.00 | 22,230.00 | 1,200.00 | 14,040.00 | 2,400.00 | 28,080.00 | 1,300.00 | 15,210.00 |
| 805-01-B | class a concrete (box culvert headwalls) | 134.71 | CUYD | 1,300.00 | 175,123.00 | 1,420.00 | 191,288.20 | 1,350.00 | 181,858.50 | 1,300.00 | 175,123.00 |
| 805-01-C | class a concrete (retaining walls) | 109.64 | CUYD | 1,300.00 | 142,532.00 | 1,360.00 | 149,110.40 | 1,100.00 | 120,604.00 | 750.00 | 82,230.00 |
| 805-01-D | class a concrete (footings) | 100.78 | CUYD | 575.00 | 57,948.50 | 280.00 | 28,218.40 | 450.00 | 45,351.00 | 420.00 | 42,327.60 |
| 805-01-F | class a concrete (bents) | 698.61 | CUYD | 640.00 | 447,110.40 | 600.00 | 419,166.00 | 850.00 | 593,818.50 | 750.00 | 523,957.50 |
| 805-03 | class aa concrete | 1,470.33 | CUYD | 675.00 | 992,472.75 | 550.00 | 808,681.50 | 650.00 | 955,714.50 | 680.00 | 999,824.40 |
| 805-08-C | precast-prestressed concrete girders (type iii) | 5,247.0 | LNFT | 95.00 | 498,465.00 | 100.00 | 524,700.00 | 120.00 | 629,640.00 | 120.00 | 629,640.00 |
| 805-08-D | precast-prestressed concrete girders (type iv) | 2,028.5 | LNFT | 130.00 | 263,705.00 | 130.00 | 263,705.00 | 140.00 | 283,990.00 | 180.00 | 365,130.00 |
| 805-11 | strip seal joints | 313.12 | LNFT | 165.00 | 51,664.80 | 130.00 | 40,705.60 | 170.00 | 53,230.40 | 200.00 | 62,624.00 |
| 805-12-E | reinforced concrete box culverts (4'x 4') | 1,213.0 | LNFT | 300.00 | 363,900.00 | 235.00 | 285,055.00 | 395.00 | 479,135.00 | 280.00 | 339,640.00 |
| 805-12-I | reinforced concrete box culverts (5'x 5') | 1,757.0 | LNFT | 425.00 | 746,725.00 | 325.00 | 571,025.00 | 510.00 | 896,070.00 | 370.00 | 650,090.00 |
| 805-12-M | reinforced concrete box culverts (6'x 6') | 448.0 | LNFT | 550.00 | 246,400.00 | 415.00 | 185,920.00 | 530.00 | 237,440.00 | 500.00 | 224,000.00 |
| 805-12-S | reinforced concrete box culverts (8'x 8') | 575.0 | LNFT | 740.00 | 425,500.00 | 575.00 | 330,625.00 | 800.00 | 460,000.00 | 680.00 | 391,000.00 |
| 806-01 | deformed reinforcing steel | 463,412 | LB | 1.10 | 509,753.20 | 1.00 | 463,412.00 | 1.35 | 625,606.20 | 1.30 | 602,435.60 |
| 807-08 | structural metalwork | lump | LUMP | 3,500.00 | 3,500.00 | 12,000.00 | 12,000.00 | 10,000.00 | 10,000.00 | 20,000.00 | 20,000.00 |
| 810-01 | concrete railing (barrier) | 2,728.00 | LNFT | 80.00 | 218,240.00 | 45.00 | 122,760.00 | 70.00 | 190,960.00 | 65.00 | 177,320.00 |
| 813-01 | concrete approach slabs | 709.96 | SQYD | 225.00 | 159,741.00 | 225.00 | 159,741.00 | 270.00 | 191,689.20 | 220.00 | 156,191.20 |
| S-001 | rumble strips (ground-in) | 15.5 | MILE | 600.00 | 9,300.00 | 530.00 | 8,215.00 | 650.00 | 10,075.00 | 700.00 | 10,850.00 |
| S-002 | removal of transition road from s. p. no. 023-06-0029 | lump | LUMP | 5,000.00 | 5,000.00 | 2,000.00 | 2,000.00 | 20,000.00 | 20,000.00 | 20,000.00 | 20,000.00 |
| S-101 | deck drainage systems | lump | LUMP | 10,000.00 | 10,000.00 | 22,000.00 | 22,000.00 | 10,000.00 | 10,000.00 | 16,000.00 | 16,000.00 |
| S-102 | retroreflective sheeting panels | lump | LUMP | 800.00 | 800.00 | 1,000.00 | 1,000.00 | 2,000.00 | 2,000.00 | 3,000.00 | 3,000.00 |
| SUBTOTAL GENERAL | 21,982,803.07 | 21,513,927.10 | 22,413,416.08 | 25,306,624.48 | |||||||
| ALTERNATE A | pavement alternates | ||||||||||
| ALTERNATE A1 | superpave asphaltic concrete pavement | ||||||||||
| 203-04-A | nonplastic embankment (stone) | 3,182 | CUYD | 115.00 | 365,930.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 302-02-A-01 | class ii base course (4" thick)(stone or recycled pccp) | 174,772.8 | SQYD | 10.00 | 1,747,728.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 302-02-I-01 | class ii base course (6.5" thick)(stone or recycled pccp) |
4,719.5 | SQYD | 21.00 | 99,109.50 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 502-01 | superpave asphaltic concrete | 66,982.5 | TON | 77.00 | 5,157,652.50 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
8,589.5 | TON | 95.00 | 816,002.50 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 732-03-A | plastic pavement striping (broken line)(4" width) | 13.894 | MILE | 900.00 | 12,504.60 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| S-003 | open graded friction course (low volume traffic applications) |
264 | TON | 118.35 | 31,244.40 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| SUBTOTAL ALT A1 | 8,230,171.50 | ||||||||||
| ALTERNATE A2 | portland cement concrete pavement | ||||||||||
| 203-04-A | nonplastic embankment (stone) | 3,157 | CUYD | 0.00 | 0.00 | 150.00 | 473,550.00 | 90.00 | 284,130.00 | 80.00 | 252,560.00 |
| 302-02-A-01 | class ii base course (4" thick)(stone or recycled pccp) | 170,743.2 | SQYD | 0.00 | 0.00 | 7.50 | 1,280,574.00 | 14.15 | 2,416,016.28 | 11.00 | 1,878,175.20 |
| 302-02-I-01 | class ii base course (6.5" thick)(stone or recycled pccp) |
4,696.0 | SQYD | 0.00 | 0.00 | 17.00 | 79,832.00 | 17.76 | 83,400.96 | 21.00 | 98,616.00 |
| 502-01 | superpave asphaltic concrete | 5,040.4 | TON | 0.00 | 0.00 | 180.00 | 907,272.00 | 200.00 | 1,008,080.00 | 155.00 | 781,262.00 |
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
988.4 | TON | 0.00 | 0.00 | 250.00 | 247,100.00 | 225.00 | 222,390.00 | 190.00 | 187,796.00 |
| 601-01-H | portland cement concrete pavement (8 1/2" thick) | 132,506.8 | SQYD | 0.00 | 0.00 | 40.00 | 5,300,272.00 | 43.00 | 5,697,792.40 | 43.00 | 5,697,792.40 |
| 601-02-H | portland cement concrete pavement (8 1/2" thick) (crossovers & turnouts) |
16,400.4 | SQYD | 0.00 | 0.00 | 60.00 | 984,024.00 | 59.00 | 967,623.60 | 58.00 | 951,223.20 |
| 601-04 | portland cement concrete pavement coring | 270 | EACH | 0.00 | 0.00 | 150.00 | 40,500.00 | 165.00 | 44,550.00 | 120.00 | 32,400.00 |
| 732-03-A | plastic pavement striping (broken line)(4" width) | 4.585 | MILE | 0.00 | 0.00 | 700.00 | 3,209.50 | 700.00 | 3,209.50 | 700.00 | 3,209.50 |
| 732-03-A-01 | plastic pvmt striping (broken line)(4"width)preformed marking tape (type v) |
9.309 | MILE | 0.00 | 0.00 | 3,880.00 | 36,118.92 | 3,960.00 | 36,863.64 | 4,000.00 | 37,236.00 |
| S-004 | pavement grooving | 2,403 | SQYD | 0.00 | 0.00 | 5.40 | 12,976.20 | 10.00 | 24,030.00 | 9.00 | 21,627.00 |
| SUBTOTAL ALT A2 | 9,365,428.62 | 10,788,086.38 | 9,941,897.30 | ||||||||
| ITEM TOTAL (CONSTRUCTION BID) | 30,212,974.57 | 30,879,355.72 | 33,201,502.46 | 35,248,521.78 | |||||||
| NUMBER OF DAYS BID AT $5,000 PER DAY. | 3,125,000.00 | 3,625,000.00 | 3,000,000.00 | 3,625,000.00 | |||||||
| LIFE CYCLE COST | 2,032,700.00 | 1,026,200.00 | 1,026,200.00 | 1,026,200.00 | |||||||
| TOTAL BID | 35,370,674.57 | 35,530,555.72 | 37,227,702.46 | 39,899,721.78 | |||||||
| Item Number | Item Description | Quantity | Unit of Measure | - 5 - AUSTIN BRIDGE & ROAD, LP |
- 6 - DIAMOND B CONSTRUCTION CO., L.L.C. |
|
|
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|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing & grubbing | lump | LUMP | 1,800,000.00 | 1,800,000.00 | 500,000.00 | 500,000.00 | ||||
| 202-01 | removal of structures & obstructions | lump | LUMP | 275,000.00 | 275,000.00 | 20,000.00 | 20,000.00 | ||||
| 202-02-B-01 | removal of concrete box culverts (2' x 2')(sta. 3234+47) |
1 | EACH | 3,500.00 | 3,500.00 | 3,000.00 | 3,000.00 | ||||
| 202-02-B-02 | removal of concrete box culverts (3' x 3')(sta. 3279+37) |
1 | EACH | 4,500.00 | 4,500.00 | 3,000.00 | 3,000.00 | ||||
| 202-02-B-03 | removal of concrete box culverts (3' x 5')(sta. 3292+37) |
1 | EACH | 4,800.00 | 4,800.00 | 3,000.00 | 3,000.00 | ||||
| 202-02-B-04 | removal of concrete box culverts (2' x 2')(sta. 3429+65) |
1 | EACH | 3,500.00 | 3,500.00 | 3,000.00 | 3,000.00 | ||||
| 202-02-B-05 | removal of concrete box culverts (5' x 5')(sta. 3475+55) |
1 | EACH | 5,800.00 | 5,800.00 | 5,000.00 | 5,000.00 | ||||
| 202-02-B-06 | removal of concrete box culverts (2' x 2')(sta. 3570+09) |
1 | EACH | 3,900.00 | 3,900.00 | 4,000.00 | 4,000.00 | ||||
| 202-02-G | removal of surfacing & stabilized base | 34,536.3 | SQYD | 4.50 | 155,413.35 | 4.16 | 143,671.01 | ||||
| 202-02-H | removal of guard rail | 1,698 | LNFT | 3.50 | 5,943.00 | 7.00 | 11,886.00 | ||||
| 202-02-01 | removal of concrete headwall (2-4' x 4' )(lt. of sta. 3211+87) |
1 | EACH | 2,200.00 | 2,200.00 | 1,200.00 | 1,200.00 | ||||
| 202-02-02 | removal of concrete headwall (2-4' x 4' )(rt. of sta. 3211+87) |
1 | EACH | 2,200.00 | 2,200.00 | 1,200.00 | 1,200.00 | ||||
| 202-02-03 | removal of concrete headwall (5-8' x 8' )(lt. of sta. 3366+41) |
1 | EACH | 5,900.00 | 5,900.00 | 3,000.00 | 3,000.00 | ||||
| 202-02-04 | removal of concrete headwall (4-6' x 6' )(lt. of sta. 3396+50) |
1 | EACH | 5,800.00 | 5,800.00 | 3,000.00 | 3,000.00 | ||||
| 202-02-05 | removal of concrete headwall (3-5' x 5')(lt. of sta. 3411+90) |
1 | EACH | 4,600.00 | 4,600.00 | 3,000.00 | 3,000.00 | ||||
| 202-02-06 | removal of concrete headwall (5' x 5' )(lt. of sta. 3464+69) |
1 | EACH | 2,000.00 | 2,000.00 | 3,000.00 | 3,000.00 | ||||
| 202-02-07 | removal of concrete headwall (5' x 5' )(rt. of sta. 3464+69) |
1 | EACH | 2,000.00 | 2,000.00 | 3,000.00 | 3,000.00 | ||||
| 202-02-08 | removal of concrete headwall (4-5' x 5')(rt. of sta. 3515+42) |
1 | EACH | 3,900.00 | 3,900.00 | 3,000.00 | 3,000.00 | ||||
| 202-02-09 | removal of 1,760 sq. ft. wood frame residence on piers (rt. of sta. 3224+25)(cont. friable & non-friable asb.) |
1 | EACH | 1,900.00 | 1,900.00 | 3,000.00 | 3,000.00 | ||||
| 202-02-10 | removal of 2,940 sq. ft. wood frame residence on piers (rt. of sta. 3226+50)(contains non-friable asbestos) |
1 | EACH | 3,175.20 | 3,175.20 | 3,000.00 | 3,000.00 | ||||
| 202-02-11 | removal of 490 sq. ft. wood shed on slab (rt. of sta. 3228+00) |
1 | EACH | 529.40 | 529.40 | 3,000.00 | 3,000.00 | ||||
| 202-02-12 | removal of 1,860 sq. ft. wood frame residence on piers (rt. of sta. 3229+00)(contains non-friable asbestos) |
1 | EACH | 2,008.80 | 2,008.80 | 3,000.00 | 3,000.00 | ||||
| 202-02-13 | removal of 1,080 sq. ft. cinder block residence on slab (rt. of sta. 3230+12) |
1 | EACH | 1,166.40 | 1,166.40 | 3,000.00 | 3,000.00 | ||||
| 202-02-14 | removal of 1,080 sq. ft. cinder block residence on slab (rt. of sta. 3231+14)(contains non-friable asbestos) |
1 | EACH | 1,166.40 | 1,166.40 | 3,000.00 | 3,000.00 | ||||
| 202-02-15 | removal of 2,600 sq. ft. wood frame residence on piers (rt. of sta. 3276+25)(contains non-friable asbestos) |
1 | EACH | 2,808.00 | 2,808.00 | 3,000.00 | 3,000.00 | ||||
| 202-02-16 | removal of 212 sq. ft. shed (rt. of sta. 3276+25) | 1 | EACH | 228.96 | 228.96 | 500.00 | 500.00 | ||||
| 202-02-17 | removal of 1,490 sq. ft. brick veneer residence on slab (lt. of sta. 3307+50)(contains non-friable asbestos) |
1 | EACH | 1,609.20 | 1,609.20 | 3,000.00 | 3,000.00 | ||||
| 202-02-18 | removal of 1,050 sq. ft. mobile home (lt. of sta. 3308+86) |
1 | EACH | 1,134.00 | 1,134.00 | 3,000.00 | 3,000.00 | ||||
| 202-02-19 | removal of 1,530 sq. ft. wood frame residence (lt. of sta. 3310+65) |
1 | EACH | 1,652.40 | 1,652.40 | 3,000.00 | 3,000.00 | ||||
| 202-02-20 | removal of 200 sq. ft. metal shed (lt. of sta. 3310+65) | 1 | EACH | 216.00 | 216.00 | 500.00 | 500.00 | ||||
| 202-02-21 | removal of 3,240 sq. ft. brick veneer residence on slab (lt. of sta. 3322+50)(contains non-friable asbestos) |
1 | EACH | 3,499.20 | 3,499.20 | 3,000.00 | 3,000.00 | ||||
| 202-02-22 | removal of 1,100 sq. ft. block residence on slab (lt. of sta. 3325+28) (contains non-friable asbestos) |
1 | EACH | 1,188.00 | 1,188.00 | 3,000.00 | 3,000.00 | ||||
| 202-02-23 | removal of 1,100 sq. ft. block residence on slab (lt. of sta. 3326+00) (contains non-friable asbestos) |
1 | EACH | 1,188.00 | 1,188.00 | 2,877.65 | 2,877.65 | ||||
| 202-02-24 | removal of 2,200 sq. ft. brick veneer residence on slab (lt. of sta. 3327+28)(contains non-friable asbestos) |
1 | EACH | 2,376.00 | 2,376.00 | 3,000.00 | 3,000.00 | ||||
| 202-02-25 | removal of 2,640 sq. ft. brick veneer residence on slab (lt. of sta. 3328+75)(cont. friable & non-friable asb.) |
1 | EACH | 2,851.20 | 2,851.20 | 3,000.00 | 3,000.00 | ||||
| 202-02-26 | removal of 3,504 sq. ft. concrete slab (lt. of sta. 3332+25)(contains non-friable asbestos) |
1 | EACH | 3,784.32 | 3,784.32 | 3,000.00 | 3,000.00 | ||||
| 202-02-27 | removal of 2,090 sq. ft. wood frame residence (lt. of sta. 3335+80) (contains friable asbestos) |
1 | EACH | 2,257.20 | 2,257.20 | 3,000.00 | 3,000.00 | ||||
| 202-02-28 | removal of 5,050 sq. ft. metal building on slab (lt. of sta. 3337+50) |
1 | EACH | 5,454.00 | 5,454.00 | 3,000.00 | 3,000.00 | ||||
| 202-02-29 | removal of 660 sq. ft. mobile home (lt. of sta. 3337+60) |
1 | EACH | 712.80 | 712.80 | 3,000.00 | 3,000.00 | ||||
| 202-02-30 | removal of 330 sq. ft. shed (lt. of sta. 3346+90) | 1 | EACH | 356.40 | 356.40 | 500.00 | 500.00 | ||||
| 203-01 | general excavation | 311,197 | CUYD | 4.57 | 1,422,170.29 | 4.50 | 1,400,386.50 | ||||
| 203-02 | drainage excavation | 23,346 | CUYD | 8.12 | 189,569.52 | 12.00 | 280,152.00 | ||||
| 203-03 | embankment | 600,758 | CUYD | 11.17 | 6,710,466.86 | 11.00 | 6,608,338.00 | ||||
| 204-02 | temporary hay or straw bales | 259 | EACH | 10.00 | 2,590.00 | 12.00 | 3,108.00 | ||||
| 204-05-A | temporary sediment check dams (hay) | 198 | EACH | 110.00 | 21,780.00 | 125.00 | 24,750.00 | ||||
| 204-05-B | temporary sediment check dams (stone) | 244 | EACH | 325.00 | 79,300.00 | 550.00 | 134,200.00 | ||||
| 204-06 | temporary silt fencing | 40,000 | LNFT | 1.39 | 55,600.00 | 7.00 | 280,000.00 | ||||
| 204-07 | temporary stone construction entrance | 10 | EACH | 3,000.00 | 30,000.00 | 1,000.00 | 10,000.00 | ||||
| 302-02-C-01 | class ii base course (8" thick)(soil cement) | 195,143.2 | SQYD | 7.71 | 1,504,554.07 | 10.50 | 2,049,003.60 | ||||
| 302-02-G-01 | class ii base course (4.75" thick)(stone or recycled pccp) |
17,770.1 | SQYD | 14.00 | 248,781.40 | 15.50 | 275,436.55 | ||||
| 302-02-H-01 | class ii base course (5.75" thick)(stone or recycled pccp) |
23,582.3 | SQYD | 14.16 | 333,925.37 | 27.26 | 642,853.50 | ||||
| 304-05 | lime treatment (type e) | 414.92 | TON | 100.00 | 41,492.00 | 100.00 | 41,492.00 | ||||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
599 | CUYD | 110.00 | 65,890.00 | 125.00 | 74,875.00 | ||||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 4,000.0 | CUYD | 95.00 | 380,000.00 | 82.00 | 328,000.00 | ||||
| 509-01 | cold planing asphaltic pavement | 1,659 | SQYD | 4.00 | 6,636.00 | 17.50 | 29,032.50 | ||||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 92 | CUYD | 1.00 | - 92.00 | 0.10 | - 9.20 | ||||
| 510-01-C | pavement patching (14" minimum thickness) | 2,622 | SQYD | 70.00 | 183,540.00 | 100.00 | 262,200.00 | ||||
| 701-01-F | cross drain pipe (15" rcp/pcp) | 2,057 | LNFT | 55.78 | 114,739.46 | 70.00 | 143,990.00 | ||||
| 701-01-I | cross drain pipe (24" rcp/pcp) | 512 | LNFT | 62.88 | 32,194.56 | 90.00 | 46,080.00 | ||||
| 701-01-K | cross drain pipe (30" rcp/pcp) | 400 | LNFT | 81.14 | 32,456.00 | 120.00 | 48,000.00 | ||||
| 701-01-M | cross drain pipe (36" rcp/pcp) | 400 | LNFT | 116.63 | 46,652.00 | 135.00 | 54,000.00 | ||||
| 701-01-N | cross drain pipe (42" rcp/pcp) | 144 | LNFT | 147.06 | 21,176.64 | 160.00 | 23,040.00 | ||||
| 701-01-O | cross drain pipe (48" rcp/pcp) | 210 | LNFT | 177.48 | 37,270.80 | 240.00 | 50,400.00 | ||||
| 701-02-E | cross drain pipe arch (30" equiv. rcpa) | 184 | LNFT | 96.35 | 17,728.40 | 150.00 | 27,600.00 | ||||
| 701-02-F | cross drain pipe arch (36" equiv. rcpa) | 1,152 | LNFT | 136.92 | 157,731.84 | 170.00 | 195,840.00 | ||||
| 701-02-G | cross drain pipe arch (42" equiv. rcpa) | 104 | LNFT | 152.13 | 15,821.52 | 220.00 | 22,880.00 | ||||
| 701-02-H | cross drain pipe arch (48" equiv. rcpa) | 864 | LNFT | 187.63 | 162,112.32 | 260.00 | 224,640.00 | ||||
| 701-02-I | cross drain pipe arch (54" equiv. rcpa) | 208 | LNFT | 223.12 | 46,408.96 | 300.00 | 62,400.00 | ||||
| 701-05-G | side drain pipe (18") | 2,612 | LNFT | 55.78 | 145,697.36 | 60.00 | 156,720.00 | ||||
| 701-05-I | side drain pipe (24") | 424 | LNFT | 62.88 | 26,661.12 | 70.00 | 29,680.00 | ||||
| 701-05-K | side drain pipe (30") | 124 | LNFT | 81.14 | 10,061.36 | 77.00 | 9,548.00 | ||||
| 701-05-M | side drain pipe (36") | 130 | LNFT | 116.63 | 15,161.90 | 120.00 | 15,600.00 | ||||
| 701-05-O | side drain pipe (48") | 152 | LNFT | 177.48 | 26,976.96 | 200.00 | 30,400.00 | ||||
| 701-05-S | side drain pipe (72") | 120 | LNFT | 370.18 | 44,421.60 | 375.00 | 45,000.00 | ||||
| 701-10-S | reinforced concrete pipe (extension)(72") | 72 | LNFT | 370.18 | 26,652.96 | 500.00 | 36,000.00 | ||||
| 702-03-A | catch basins (cb-01) | 42 | EACH | 2,028.40 | 85,192.80 | 3,750.00 | 157,500.00 | ||||
| 702-03-B | catch basins (cb-02) | 3 | EACH | 2,839.76 | 8,519.28 | 4,000.00 | 12,000.00 | ||||
| 702-08-A | side drain safety end (type 1) | 3 | EACH | 3,042.60 | 9,127.80 | 2,000.00 | 6,000.00 | ||||
| 704-01-B | guard rail (single thrie beam)(6'-3" post spacing) | 690.0 | LNFT | 50.00 | 34,500.00 | 35.00 | 24,150.00 | ||||
| 704-03 | blocked out guard rail | 1,475.1 | LNFT | 22.00 | 32,452.20 | 19.50 | 28,764.45 | ||||
| 704-08-B | guard rail transitions (double thrie beam) | 200.0 | LNFT | 56.00 | 11,200.00 | 60.00 | 12,000.00 | ||||
| 704-11-A | guard rail end treatment (flared) | 8 | EACH | 2,400.00 | 19,200.00 | 2,100.00 | 16,800.00 | ||||
| 705-01 | barbed wire fence | 13,134 | LNFT | 5.40 | 70,923.60 | 6.00 | 78,804.00 | ||||
| 705-02 | combination mesh & barbed wire fence | 4,297 | LNFT | 6.00 | 25,782.00 | 6.50 | 27,930.50 | ||||
| 705-04 | single swinging driveway gates | 17 | EACH | 400.00 | 6,800.00 | 450.00 | 7,650.00 | ||||
| 705-06-A | chain link fence (4-foot height) | 273 | LNFT | 24.50 | 6,688.50 | 26.00 | 7,098.00 | ||||
| 705-06-E | chain link fence (8-foot height) | 360 | LNFT | 42.00 | 15,120.00 | 45.00 | 16,200.00 | ||||
| 705-07-A | 12-foot single gates for chain line fence (4-foot height) |
1 | EACH | 800.00 | 800.00 | 850.00 | 850.00 | ||||
| 706-03-C | incidental concrete paving (6" thick) | 786.4 | SQYD | 80.00 | 62,912.00 | 110.00 | 86,504.00 | ||||
| 708-01 | right-of-way monument | 92 | EACH | 120.00 | 11,040.00 | 175.00 | 16,100.00 | ||||
| 708-02 | right-of-way monument witness post | 92 | EACH | 80.00 | 7,360.00 | 155.00 | 14,260.00 | ||||
| 711-01-C | riprap (30 lb, 1.5' thick) | 4,544 | SQYD | 70.99 | 322,578.56 | 55.00 | 249,920.00 | ||||
| 711-01-D | riprap (55 lb, 1.5' thick) | 5,754 | SQYD | 70.99 | 408,476.46 | 60.00 | 345,240.00 | ||||
| 711-04 | geotextile fabric | 10,298 | SQYD | 2.28 | 23,479.44 | 2.50 | 25,745.00 | ||||
| 712-02 | sacked concrete revetment | 1,280 | SQYD | 60.00 | 76,800.00 | 160.00 | 204,800.00 | ||||
| 712-04 | flexible revetment | 1,101 | SQYD | 50.71 | 55,831.71 | 60.00 | 66,060.00 | ||||
| 713-01 | temporary signs & barricades | lump | LUMP | 310,000.00 | 310,000.00 | 200,000.00 | 200,000.00 | ||||
| 713-03-B | temporary pavement markings (broken line)(4" width) (10' length) |
2.460 | MILE | 500.00 | 1,230.00 | 325.00 | 799.50 | ||||
| 713-04-A | temporary pavement markings (solid line)(4" width) | 3.775 | MILE | 700.00 | 2,642.50 | 650.00 | 2,453.75 | ||||
| 714-01 | slab sodding | 90,000 | SQYD | 4.95 | 445,500.00 | 5.00 | 450,000.00 | ||||
| 715-01 | topsoil | 7,500 | CUYD | 15.00 | 112,500.00 | 15.00 | 112,500.00 | ||||
| 716-01-A | mulch (vegetative) | 15.3 | TON | 550.00 | 8,415.00 | 600.00 | 9,180.00 | ||||
| 717-01 | seeding | 7,920 | LB | 8.50 | 67,320.00 | 9.00 | 71,280.00 | ||||
| 718-01 | fertilizer | 132,000 | LB | 0.39 | 51,480.00 | 0.45 | 59,400.00 | ||||
| 720-01-A | erosion control system, slope protection (type a) | 68,362 | SQYD | 1.15 | 78,616.30 | 1.25 | 85,452.50 | ||||
| 720-01-B | erosion control system, slope protection (type b) | 52,221 | SQYD | 1.15 | 60,054.15 | 1.25 | 65,276.25 | ||||
| 722-02 | project site laboratory (equipped) | 1 | EACH | 62,012.54 | 62,012.54 | 50,000.00 | 50,000.00 | ||||
| 725-01 | temporary detour roads | 10,264.9 | SQYD | 54.61 | 560,566.19 | 70.00 | 718,543.00 | ||||
| 726-01 | bedding material | 2,574.0 | CUYD | 79.11 | 203,629.14 | 85.00 | 218,790.00 | ||||
| 727-01 | mobilization | lump | LUMP | 3,800,000.00 | 3,800,000.00 | 3,065,000.00 | 3,065,000.00 | ||||
| 729-16-B | object marker assembly (type 2) | 49 | EACH | 75.00 | 3,675.00 | 70.00 | 3,430.00 | ||||
| 729-16-C | object marker assembly (type 3) | 38 | EACH | 111.00 | 4,218.00 | 75.00 | 2,850.00 | ||||
| 731-01 | nonreflectorized raised pavement markers | 308 | EACH | 10.00 | 3,080.00 | 11.00 | 3,388.00 | ||||
| 731-02 | reflectorized raised pavement markers | 2,376 | EACH | 4.75 | 11,286.00 | 5.00 | 11,880.00 | ||||
| 732-01-C | plastic pavement striping (8" width) | 3,086 | LNFT | 1.00 | 3,086.00 | 1.10 | 3,394.60 | ||||
| 732-01-E | plastic pavement striping (24" width) | 90 | LNFT | 3.00 | 270.00 | 3.25 | 292.50 | ||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 23.134 | MILE | 2,500.00 | 57,835.00 | 2,650.00 | 61,305.10 | ||||
| 732-04-A | plastic pavement legends & symbols (arrow) | 13 | EACH | 150.00 | 1,950.00 | 175.00 | 2,275.00 | ||||
| 732-04-C | plastic pavement legends & symbols (only) | 13 | EACH | 200.00 | 2,600.00 | 220.00 | 2,860.00 | ||||
| 732-05 | removal of existing markings | 6.110 | MILE | 4,600.00 | 28,106.00 | 5,000.00 | 30,550.00 | ||||
| 735-01 | mailboxes | 30 | EACH | 100.00 | 3,000.00 | 1.10 | 33.00 | ||||
| 735-02 | mailbox supports (single) | 30 | EACH | 100.00 | 3,000.00 | 110.00 | 3,300.00 | ||||
| 740-01 | construction layout | lump | LUMP | 585,102.44 | 585,102.44 | 260,000.00 | 260,000.00 | ||||
| 740-02 | utility oversight and coordination | lump | LUMP | 5,640.60 | 5,640.60 | 30,000.00 | 30,000.00 | ||||
| 802-01 | structural excavation | 870.6 | CUYD | 8.62 | 7,504.57 | 12.00 | 10,447.20 | ||||
| 802-05 | cofferdams | lump | LUMP | 66,693.17 | 66,693.17 | 200,000.00 | 200,000.00 | ||||
| 803-05 | temporary sheeting | lump | LUMP | 120,600.00 | 120,600.00 | 107,000.00 | 107,000.00 | ||||
| 804-01-B | precast concrete piles (14") | 1,320 | LNFT | 49.08 | 64,785.60 | 57.00 | 75,240.00 | ||||
| 804-01-C | precast concrete piles (16") | 1,300 | LNFT | 63.17 | 82,121.00 | 75.00 | 97,500.00 | ||||
| 804-01-D | precast concrete piles (18") | 1,200 | LNFT | 74.32 | 89,184.00 | 110.00 | 132,000.00 | ||||
| 804-01-G | precast concrete piles (30") | 4,355 | LNFT | 131.83 | 574,119.65 | 215.00 | 936,325.00 | ||||
| 804-05 | precast concrete test piles | 3 | EACH | 23,652.77 | 70,958.31 | 20,000.00 | 60,000.00 | ||||
| 804-09 | loading test piles | 3 | EACH | 35,480.70 | 106,442.10 | 36,500.00 | 109,500.00 | ||||
| 804-10 | reloading test piles | 2 | EACH | 6,333.06 | 12,666.12 | 3,000.00 | 6,000.00 | ||||
| 804-11 | redriving test piles | 2 | EACH | 7,744.49 | 15,488.98 | 2,600.00 | 5,200.00 | ||||
| 804-12 | loading permanent piles | 2 | EACH | 17,006.72 | 34,013.44 | 8,700.00 | 17,400.00 | ||||
| 804-17 | dynamic monitoring | 11 | EACH | 1,639.62 | 18,035.82 | 2,000.00 | 22,000.00 | ||||
| 805-01-A | class a concrete (pipe headwalls) | 11.70 | CUYD | 1,521.30 | 17,799.21 | 1,600.00 | 18,720.00 | ||||
| 805-01-B | class a concrete (box culvert headwalls) | 134.71 | CUYD | 1,369.17 | 184,440.89 | 1,600.00 | 215,536.00 | ||||
| 805-01-C | class a concrete (retaining walls) | 109.64 | CUYD | 1,716.84 | 188,234.34 | 1,000.00 | 109,640.00 | ||||
| 805-01-D | class a concrete (footings) | 100.78 | CUYD | 436.96 | 44,036.83 | 500.00 | 50,390.00 | ||||
| 805-01-F | class a concrete (bents) | 698.61 | CUYD | 475.33 | 332,070.29 | 800.00 | 558,888.00 | ||||
| 805-03 | class aa concrete | 1,470.33 | CUYD | 650.46 | 956,390.85 | 900.00 | 1,323,297.00 | ||||
| 805-08-C | precast-prestressed concrete girders (type iii) | 5,247.0 | LNFT | 92.57 | 485,714.79 | 150.00 | 787,050.00 | ||||
| 805-08-D | precast-prestressed concrete girders (type iv) | 2,028.5 | LNFT | 140.68 | 285,369.38 | 250.00 | 507,125.00 | ||||
| 805-11 | strip seal joints | 313.12 | LNFT | 160.53 | 50,265.15 | 185.00 | 57,927.20 | ||||
| 805-12-E | reinforced concrete box culverts (4'x 4') | 1,213.0 | LNFT | 289.05 | 350,617.65 | 365.00 | 442,745.00 | ||||
| 805-12-I | reinforced concrete box culverts (5'x 5') | 1,757.0 | LNFT | 395.54 | 694,963.78 | 465.00 | 817,005.00 | ||||
| 805-12-M | reinforced concrete box culverts (6'x 6') | 448.0 | LNFT | 527.38 | 236,266.24 | 565.00 | 253,120.00 | ||||
| 805-12-S | reinforced concrete box culverts (8'x 8') | 575.0 | LNFT | 730.22 | 419,876.50 | 700.00 | 402,500.00 | ||||
| 806-01 | deformed reinforcing steel | 463,412 | LB | 1.10 | 509,753.20 | 1.25 | 579,265.00 | ||||
| 807-08 | structural metalwork | lump | LUMP | 4,377.37 | 4,377.37 | 8,000.00 | 8,000.00 | ||||
| 810-01 | concrete railing (barrier) | 2,728.00 | LNFT | 59.04 | 161,061.12 | 75.00 | 204,600.00 | ||||
| 813-01 | concrete approach slabs | 709.96 | SQYD | 188.06 | 133,515.08 | 250.00 | 177,490.00 | ||||
| S-001 | rumble strips (ground-in) | 15.5 | MILE | 490.00 | 7,595.00 | 700.00 | 10,850.00 | ||||
| S-002 | removal of transition road from s. p. no. 023-06-0029 | lump | LUMP | 25,000.00 | 25,000.00 | 13,000.00 | 13,000.00 | ||||
| S-101 | deck drainage systems | lump | LUMP | 10,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | ||||
| S-102 | retroreflective sheeting panels | lump | LUMP | 1,000.00 | 1,000.00 | 550.00 | 550.00 | ||||
| SUBTOTAL GENERAL | 28,720,907.14 | 29,695,890.66 | |||||||||
| ALTERNATE A | pavement alternates | ||||||||||
| ALTERNATE A1 | superpave asphaltic concrete pavement | ||||||||||
| 203-04-A | nonplastic embankment (stone) | 3,182 | CUYD | 0.00 | 0.00 | 132.00 | 420,024.00 | ||||
| 302-02-A-01 | class ii base course (4" thick)(stone or recycled pccp) | 174,772.8 | SQYD | 0.00 | 0.00 | 13.71 | 2,396,135.09 | ||||
| 302-02-I-01 | class ii base course (6.5" thick)(stone or recycled pccp) |
4,719.5 | SQYD | 0.00 | 0.00 | 30.00 | 141,585.00 | ||||
| 502-01 | superpave asphaltic concrete | 66,982.5 | TON | 0.00 | 0.00 | 100.00 | 6,698,250.00 | ||||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
8,589.5 | TON | 0.00 | 0.00 | 128.00 | 1,099,456.00 | ||||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 13.894 | MILE | 0.00 | 0.00 | 750.00 | 10,420.50 | ||||
| S-003 | open graded friction course (low volume traffic applications) |
264 | TON | 0.00 | 0.00 | 200.00 | 52,800.00 | ||||
| SUBTOTAL ALT A1 | 10,818,670.59 | ||||||||||
| ALTERNATE A2 | portland cement concrete pavement | ||||||||||
| 203-04-A | nonplastic embankment (stone) | 3,157 | CUYD | 71.07 | 224,367.99 | 0.00 | 0.00 | ||||
| 302-02-A-01 | class ii base course (4" thick)(stone or recycled pccp) | 170,743.2 | SQYD | 9.03 | 1,541,811.10 | 0.00 | 0.00 | ||||
| 302-02-I-01 | class ii base course (6.5" thick)(stone or recycled pccp) |
4,696.0 | SQYD | 16.31 | 76,591.76 | 0.00 | 0.00 | ||||
| 502-01 | superpave asphaltic concrete | 5,040.4 | TON | 183.76 | 926,223.90 | 0.00 | 0.00 | ||||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
988.4 | TON | 253.81 | 250,865.80 | 0.00 | 0.00 | ||||
| 601-01-H | portland cement concrete pavement (8 1/2" thick) | 132,506.8 | SQYD | 48.68 | 6,450,431.02 | 0.00 | 0.00 | ||||
| 601-02-H | portland cement concrete pavement (8 1/2" thick) (crossovers & turnouts) |
16,400.4 | SQYD | 59.13 | 969,755.65 | 0.00 | 0.00 | ||||
| 601-04 | portland cement concrete pavement coring | 270 | EACH | 107.25 | 28,957.50 | 0.00 | 0.00 | ||||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 4.585 | MILE | 700.00 | 3,209.50 | 0.00 | 0.00 | ||||
| 732-03-A-01 | plastic pvmt striping (broken line)(4"width)preformed marking tape (type v) |
9.309 | MILE | 3,960.00 | 36,863.64 | 0.00 | 0.00 | ||||
| S-004 | pavement grooving | 2,403 | SQYD | 5.00 | 12,015.00 | 0.00 | 0.00 | ||||
| SUBTOTAL ALT A2 | 10,521,092.86 | ||||||||||
| ITEM TOTAL (CONSTRUCTION BID) | 39,242,000.00 | 40,514,561.25 | |||||||||
| NUMBER OF DAYS BID AT $5,000 PER DAY. | 3,625,000.00 | 3,500,000.00 | |||||||||
| LIFE CYCLE COST | 1,026,200.00 | 2,032,700.00 | |||||||||
| TOTAL BID | 43,893,200.00 | 46,047,261.25 | |||||||||