| Item Number |
Item Description |
Quantity |
Unit of Measure |
- 1 - GILCHRIST CONSTRUCTION CO. LLC |
- 2 - AUSTIN BRIDGE & ROAD, LP |
- 3 - JAMES CONSTRUCTION GROUP LLC |
- 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 |
800,000.00 |
800,000.00 |
420,000.00 |
420,000.00 |
1,000,000.00 |
1,000,000.00 |
| 202-01 |
removal of structures & obstructions
|
lump |
LUMP |
24,000.00 |
24,000.00 |
40,000.00 |
40,000.00 |
30,000.00 |
30,000.00 |
48,000.00 |
48,000.00 |
| 202-02-B-01 |
removal of concrete box culverts (sta. 277+50; 4' x 3'
x 50') |
1   |
EACH |
3,500.00 |
3,500.00 |
1,400.00 |
1,400.00 |
2,000.00 |
2,000.00 |
4,000.00 |
4,000.00 |
| 202-02-B-02 |
removal of concrete box culverts (sta. 105+25; 3-7' x
5' x 88.5') |
1   |
EACH |
7,000.00 |
7,000.00 |
10,300.00 |
10,300.00 |
8,000.00 |
8,000.00 |
15,000.00 |
15,000.00 |
| 202-02-C |
removal of portland cement concrete pavement
|
17,720   |
SQYD |
3.50 |
62,020.00 |
4.00 |
70,880.00 |
4.75 |
84,170.00 |
7.00 |
124,040.00 |
| 202-02-D |
removal of concrete walks & drives
|
153   |
SQYD |
12.00 |
1,836.00 |
4.00 |
612.00 |
10.00 |
1,530.00 |
12.00 |
1,836.00 |
| 202-02-G |
removal of surfacing & stabilized base
|
19,675.0 |
SQYD |
2.00 |
39,350.00 |
3.00 |
59,025.00 |
6.25 |
122,968.75 |
3.50 |
68,862.50 |
| 202-02-01 |
removal of 40' x 70' brick/frame residence (rt. of
sta. 102+50) (contains non-friable asbestos) |
1   |
EACH |
12,000.00 |
12,000.00 |
4,600.00 |
4,600.00 |
3,500.00 |
3,500.00 |
1.00 |
1.00 |
| 202-02-02 |
removal of 30' x 80' frame residence (lt. of sta.
112+50)(contains non-friable asbestos) |
1   |
EACH |
6,000.00 |
6,000.00 |
3,400.00 |
3,400.00 |
2,800.00 |
2,800.00 |
1.00 |
1.00 |
| 202-02-03 |
removal of 40' x 60' brick residence (rt. of sta.
117+00)(contains friable asbestos) |
1   |
EACH |
18,000.00 |
18,000.00 |
6,800.00 |
6,800.00 |
3,500.00 |
3,500.00 |
1.00 |
1.00 |
| 202-02-04 |
removal of 20' x 40' swimming pool (rt. of sta. 118+00)
|
1   |
EACH |
2,500.00 |
2,500.00 |
1,700.00 |
1,700.00 |
100.00 |
100.00 |
1.00 |
1.00 |
| 202-02-05 |
removal of 30' x 56' frame residence (lt. of sta.
170+00) |
1   |
EACH |
5,000.00 |
5,000.00 |
2,800.00 |
2,800.00 |
1,750.00 |
1,750.00 |
1.00 |
1.00 |
| 202-02-06 |
removal of 16' x 56' mobile home (lt. of sta. 175+50)
|
1   |
EACH |
2,500.00 |
2,500.00 |
1,100.00 |
1,100.00 |
1,500.00 |
1,500.00 |
1.00 |
1.00 |
| 202-02-07 |
removal of 30' x 40' frame residence (rt. of sta.
185+70) |
1   |
EACH |
2,500.00 |
2,500.00 |
2,300.00 |
2,300.00 |
1,500.00 |
1,500.00 |
1.00 |
1.00 |
| 202-02-08 |
removal of 30' x 50' frame residence (lt. of sta.
230+70) |
1   |
EACH |
2,500.00 |
2,500.00 |
2,800.00 |
2,800.00 |
1,500.00 |
1,500.00 |
1.00 |
1.00 |
| 202-02-09 |
removal of 26' x 32' frame residence (lt. of sta.
231+00)(contains non-friable asbestos) |
1   |
EACH |
3,500.00 |
3,500.00 |
900.00 |
900.00 |
2,800.00 |
2,800.00 |
1.00 |
1.00 |
| 202-02-10 |
removal of 14' x 66' mobile home (lt. of sta. 232+60)
|
1   |
EACH |
5,000.00 |
5,000.00 |
600.00 |
600.00 |
1,500.00 |
1,500.00 |
1.00 |
1.00 |
| 202-02-11 |
removal of 26' x 32' frame residence (lt. of sta.
45+80) |
1   |
EACH |
2,500.00 |
2,500.00 |
2,800.00 |
2,800.00 |
2,500.00 |
2,500.00 |
1.00 |
1.00 |
| 202-02-12 |
removal of 25' x 35' commercial building (lt. of sta.
53+60) |
1   |
EACH |
2,500.00 |
2,500.00 |
2,800.00 |
2,800.00 |
2,500.00 |
2,500.00 |
1.00 |
1.00 |
| 203-01 |
general excavation
|
678,097   |
CUYD |
2.75 |
1,864,766.75 |
3.00 |
2,034,291.00 |
2.50 |
1,695,242.50 |
3.20 |
2,169,910.40 |
| 203-02 |
drainage excavation
|
51,290   |
CUYD |
4.00 |
205,160.00 |
7.00 |
359,030.00 |
10.00 |
512,900.00 |
5.00 |
256,450.00 |
| 203-03 |
muck excavation
|
8,223   |
CUYD |
7.00 |
57,561.00 |
8.00 |
65,784.00 |
14.00 |
115,122.00 |
7.00 |
57,561.00 |
| 203-04 |
embankment
|
580,178   |
CUYD |
2.75 |
1,595,489.50 |
4.00 |
2,320,712.00 |
2.75 |
1,595,489.50 |
3.70 |
2,146,658.60 |
| 204-02 |
temporary hay or straw bales
|
3,255   |
EACH |
5.00 |
16,275.00 |
7.00 |
22,785.00 |
6.00 |
19,530.00 |
5.50 |
17,902.50 |
| 204-05-A |
temporary sediment check dams (hay)
|
44   |
EACH |
200.00 |
8,800.00 |
68.00 |
2,992.00 |
90.00 |
3,960.00 |
90.00 |
3,960.00 |
| 204-06 |
temporary silt fencing
|
52,400   |
LNFT |
1.50 |
78,600.00 |
1.00 |
52,400.00 |
2.50 |
131,000.00 |
1.20 |
62,880.00 |
| 302-02-C-01 |
class ii base course (10" thick)(stone or recycled
rccp) |
51,113.5 |
SQYD |
20.00 |
1,022,270.00 |
23.00 |
1,175,610.50 |
22.00 |
1,124,497.00 |
21.00 |
1,073,383.50 |
| 302-02-E-01 |
class ii base course (4" thick)(stone or recycled rccp)
|
128,643.1 |
SQYD |
9.50 |
1,222,109.45 |
8.80 |
1,132,059.28 |
9.00 |
1,157,787.90 |
9.50 |
1,222,109.45 |
| 302-02-F-01 |
class ii base course (8" thick)(stone or recycled rccp)
|
21,046.5 |
SQYD |
18.00 |
378,837.00 |
17.00 |
357,790.50 |
20.00 |
420,930.00 |
19.00 |
399,883.50 |
| 304-01 |
lime
|
826.56 |
TON |
20.00 |
16,531.20 |
130.00 |
107,452.80 |
115.00 |
95,054.40 |
125.00 |
103,320.00 |
| 304-04-D |
lime treatment (type d) (12" thick)
|
58,308   |
SQYD |
0.25 |
14,577.00 |
4.00 |
233,232.00 |
1.30 |
75,800.40 |
1.40 |
81,631.20 |
| 401-01 |
aggregate surface course (net section)
|
2,729.3 |
CUYD |
16.00 |
43,668.80 |
15.00 |
40,939.50 |
50.00 |
136,465.00 |
25.00 |
68,232.50 |
| 401-02 |
aggregate surface course (adjusted vehicular
measurement) |
550   |
CUYD |
24.00 |
13,200.00 |
28.00 |
15,400.00 |
40.00 |
22,000.00 |
25.00 |
13,750.00 |
| 402-01 |
traffic maintenance aggregate (vehicular measurement)
|
5,300.0 |
CUYD |
25.00 |
132,500.00 |
25.00 |
132,500.00 |
65.00 |
344,500.00 |
20.00 |
106,000.00 |
| 502-01 |
superpave asphaltic concrete
|
13,934.0 |
TON |
58.00 |
808,172.00 |
78.00 |
1,086,852.00 |
90.00 |
1,254,060.00 |
90.00 |
1,254,060.00 |
| 502-01-A |
superpave asphaltic concrete, drives, turnouts and
miscellaneous |
1,573.3 |
TON |
75.00 |
117,997.50 |
92.00 |
144,743.60 |
137.00 |
215,542.10 |
140.00 |
220,262.00 |
| 701-01-G |
cross drain pipe (18" rcp/pcp)
|
1,448   |
LNFT |
46.00 |
66,608.00 |
55.00 |
79,640.00 |
44.00 |
63,712.00 |
45.00 |
65,160.00 |
| 701-01-I |
cross drain pipe (24" rcp/pcp)
|
1,232   |
LNFT |
65.00 |
80,080.00 |
67.00 |
82,544.00 |
55.00 |
67,760.00 |
52.00 |
64,064.00 |
| 701-01-K |
cross drain pipe (30" rcp/pcp)
|
424   |
LNFT |
85.00 |
36,040.00 |
85.00 |
36,040.00 |
87.00 |
36,888.00 |
68.00 |
28,832.00 |
| 701-01-M |
cross drain pipe (36" rcp/pcp)
|
400   |
LNFT |
100.00 |
40,000.00 |
101.00 |
40,400.00 |
105.00 |
42,000.00 |
82.00 |
32,800.00 |
| 701-01-N |
cross drain pipe (42" rcp/pcp)
|
908   |
LNFT |
130.00 |
118,040.00 |
125.00 |
113,500.00 |
140.00 |
127,120.00 |
110.00 |
99,880.00 |
| 701-01-O |
cross drain pipe (48" rcp/pcp)
|
4,288   |
LNFT |
150.00 |
643,200.00 |
171.00 |
733,248.00 |
180.00 |
771,840.00 |
130.00 |
557,440.00 |
| 701-02-D |
cross drain pipe arch (24" equiv. rcpa)
|
210   |
LNFT |
80.00 |
16,800.00 |
91.00 |
19,110.00 |
80.00 |
16,800.00 |
75.00 |
15,750.00 |
| 701-02-F |
cross drain pipe arch (36" equiv. rcpa)
|
82   |
LNFT |
120.00 |
9,840.00 |
114.00 |
9,348.00 |
120.00 |
9,840.00 |
100.00 |
8,200.00 |
| 701-05-G |
side drain pipe (18")
|
1,386   |
LNFT |
60.00 |
83,160.00 |
44.00 |
60,984.00 |
40.00 |
55,440.00 |
44.00 |
60,984.00 |
| 701-05-I |
side drain pipe (24")
|
748   |
LNFT |
75.00 |
56,100.00 |
57.00 |
42,636.00 |
50.00 |
37,400.00 |
50.00 |
37,400.00 |
| 701-05-I-01 |
side drain pipe (24")(erosion)
|
184   |
LNFT |
75.00 |
13,800.00 |
57.00 |
10,488.00 |
50.00 |
9,200.00 |
54.00 |
9,936.00 |
| 701-05-K |
side drain pipe (30")
|
98   |
LNFT |
85.00 |
8,330.00 |
85.00 |
8,330.00 |
75.00 |
7,350.00 |
60.00 |
5,880.00 |
| 701-05-M |
side drain pipe (36")
|
100   |
LNFT |
100.00 |
10,000.00 |
91.00 |
9,100.00 |
100.00 |
10,000.00 |
70.00 |
7,000.00 |
| 702-03-A |
catch basins (cb-01)
|
24   |
EACH |
3,000.00 |
72,000.00 |
2,900.00 |
69,600.00 |
3,500.00 |
84,000.00 |
2,500.00 |
60,000.00 |
| 702-05-A |
cross drain end treatment (1 barrel, 24" rcp/pcp)
|
14   |
EACH |
1,500.00 |
21,000.00 |
2,100.00 |
29,400.00 |
2,800.00 |
39,200.00 |
1,400.00 |
19,600.00 |
| 702-05-B |
cross drain end treatment (3 barrels, 24" rcp/pcp)
|
4   |
EACH |
3,000.00 |
12,000.00 |
3,600.00 |
14,400.00 |
5,800.00 |
23,200.00 |
3,200.00 |
12,800.00 |
| 702-05-C |
cross drain end treatment (1 barrel, 30" rcp/pcp)
|
4   |
EACH |
2,400.00 |
9,600.00 |
4,100.00 |
16,400.00 |
3,800.00 |
15,200.00 |
1,800.00 |
7,200.00 |
| 702-05-D |
cross drain end treatment (3 barrels, 30" rcp/pcp)
|
2   |
EACH |
5,000.00 |
10,000.00 |
4,600.00 |
9,200.00 |
8,600.00 |
17,200.00 |
3,000.00 |
6,000.00 |
| 702-05-E |
cross drain end treatment (1 barrel, 36" rcp/pcp)
|
2   |
EACH |
2,600.00 |
5,200.00 |
4,100.00 |
8,200.00 |
5,800.00 |
11,600.00 |
2,200.00 |
4,400.00 |
| 702-05-F |
cross drain end treatment (2 barrels, 36" rcp/pcp)
|
2   |
EACH |
5,000.00 |
10,000.00 |
6,200.00 |
12,400.00 |
9,400.00 |
18,800.00 |
4,000.00 |
8,000.00 |
| 702-05-G |
cross drain end treatment (2 barrels, 42" rcp/pcp)
|
2   |
EACH |
5,000.00 |
10,000.00 |
3,600.00 |
7,200.00 |
11,000.00 |
22,000.00 |
5,000.00 |
10,000.00 |
| 702-05-H |
cross drain end treatment (3 barrels, 42" rcp/pcp)
|
2   |
EACH |
6,000.00 |
12,000.00 |
4,100.00 |
8,200.00 |
15,000.00 |
30,000.00 |
5,500.00 |
11,000.00 |
| 702-05-I |
cross drain end treatment (2 barrels, 48" rcp/pcp)
|
2   |
EACH |
5,000.00 |
10,000.00 |
5,100.00 |
10,200.00 |
14,000.00 |
28,000.00 |
5,500.00 |
11,000.00 |
| 702-05-J |
cross drain end treatment (3 barrels, 48" rcp/pcp)
|
6   |
EACH |
6,000.00 |
36,000.00 |
7,200.00 |
43,200.00 |
18,000.00 |
108,000.00 |
6,000.00 |
36,000.00 |
| 702-05-K |
cross drain end treatment (5 barrels, 48" rcp/pcp)
|
2   |
EACH |
10,000.00 |
20,000.00 |
6,800.00 |
13,600.00 |
28,000.00 |
56,000.00 |
12,000.00 |
24,000.00 |
| 702-07-A |
cross drain safety end (type 1)
|
7   |
EACH |
2,000.00 |
14,000.00 |
1,900.00 |
13,300.00 |
2,000.00 |
14,000.00 |
1,800.00 |
12,600.00 |
| 704-03 |
blocked out guard rail
|
3,450.0 |
LNFT |
16.00 |
55,200.00 |
17.00 |
58,650.00 |
16.00 |
55,200.00 |
16.00 |
55,200.00 |
| 704-08-B |
guard rail transitions (double thrie beam)
|
300.0 |
LNFT |
50.05 |
15,015.00 |
56.00 |
16,800.00 |
50.00 |
15,000.00 |
50.00 |
15,000.00 |
| 704-11-A |
guard rail end treatment (flared)
|
12   |
EACH |
2,000.00 |
24,000.00 |
2,000.00 |
24,000.00 |
1,800.00 |
21,600.00 |
1,800.00 |
21,600.00 |
| 705-01 |
barbed wire fence
|
10,383   |
LNFT |
5.50 |
57,106.50 |
5.70 |
59,183.10 |
6.50 |
67,489.50 |
6.50 |
67,489.50 |
| 705-04 |
single swinging driveway gates
|
13   |
EACH |
500.00 |
6,500.00 |
460.00 |
5,980.00 |
400.00 |
5,200.00 |
400.00 |
5,200.00 |
| 705-05 |
double swinging driveway gates
|
2   |
DBGT |
600.00 |
1,200.00 |
700.00 |
1,400.00 |
600.00 |
1,200.00 |
600.00 |
1,200.00 |
| 706-02-C |
concrete drive (6" thick)
|
294.0 |
SQYD |
50.00 |
14,700.00 |
80.00 |
23,520.00 |
60.00 |
17,640.00 |
50.00 |
14,700.00 |
| 706-03-C |
incidental concrete paving (6" thick)
|
328.8 |
SQYD |
85.00 |
27,948.00 |
69.00 |
22,687.20 |
65.00 |
21,372.00 |
80.00 |
26,304.00 |
| 707-03 |
combination concrete curb & gutter
|
1,240.0 |
LNFT |
30.00 |
37,200.00 |
32.00 |
39,680.00 |
34.00 |
42,160.00 |
20.00 |
24,800.00 |
| 708-01 |
right-of-way monument
|
130   |
EACH |
300.00 |
39,000.00 |
170.00 |
22,100.00 |
100.00 |
13,000.00 |
120.00 |
15,600.00 |
| 708-02 |
right-of-way monument witness post
|
130   |
EACH |
300.00 |
39,000.00 |
170.00 |
22,100.00 |
100.00 |
13,000.00 |
120.00 |
15,600.00 |
| 711-01-D |
riprap (55 lb., 18" thick)
|
3,362   |
SQYD |
40.00 |
134,480.00 |
80.00 |
268,960.00 |
65.00 |
218,530.00 |
55.00 |
184,910.00 |
| 711-04 |
geotextile fabric
|
4,522   |
SQYD |
2.00 |
9,044.00 |
3.30 |
14,922.60 |
3.00 |
13,566.00 |
2.00 |
9,044.00 |
| 712-01-A |
concrete cast-in-place revetment (4" thick)
|
684   |
SQYD |
50.00 |
34,200.00 |
51.00 |
34,884.00 |
50.00 |
34,200.00 |
44.00 |
30,096.00 |
| 713-01 |
temporary signs & barricades
|
lump |
LUMP |
120,000.00 |
120,000.00 |
200,000.00 |
200,000.00 |
90,000.00 |
90,000.00 |
200,000.00 |
200,000.00 |
| 713-04-A |
temporary pavement markings (broken line)(4" width)(4'
length) |
1.646 |
MILE |
550.00 |
905.30 |
3,800.00 |
6,254.80 |
160.00 |
263.36 |
600.00 |
987.60 |
| 713-04-B |
temporary pavement markings (broken line)(4" width)
(10' length) |
1.351 |
MILE |
350.00 |
472.85 |
290.00 |
391.79 |
250.00 |
337.75 |
250.00 |
337.75 |
| 713-05-A |
temporary pavement markings (solid line)(4" width)
|
12.709 |
MILE |
600.00 |
7,625.40 |
580.00 |
7,371.22 |
500.00 |
6,354.50 |
500.00 |
6,354.50 |
| 716-01-A |
mulch (vegetative)
|
185.90 |
ACRE |
650.00 |
120,835.00 |
340.00 |
63,206.00 |
295.00 |
54,840.50 |
300.00 |
55,770.00 |
| 716-01-B |
mulch (fiber)
|
183.00 |
ACRE |
650.00 |
118,950.00 |
7.20 |
1,317.60 |
395.00 |
72,285.00 |
425.00 |
77,775.00 |
| 717-01 |
seeding
|
11,160   |
LB |
6.50 |
72,540.00 |
6.70 |
74,772.00 |
6.25 |
69,750.00 |
6.25 |
69,750.00 |
| 718-01 |
fertilizer
|
136,475   |
LB |
0.35 |
47,766.25 |
0.40 |
54,590.00 |
0.20 |
27,295.00 |
0.20 |
27,295.00 |
| 718-02 |
agricultural lime
|
230.0 |
TON |
100.00 |
23,000.00 |
78.00 |
17,940.00 |
65.00 |
14,950.00 |
65.00 |
14,950.00 |
| 720-01-A |
erosion control system, slope protection (type a)
|
27,126   |
SQYD |
2.00 |
54,252.00 |
1.20 |
32,551.20 |
1.40 |
37,976.40 |
1.40 |
37,976.40 |
| 720-01-B |
erosion control system, slope protection (type b)
|
70,873   |
SQYD |
2.00 |
141,746.00 |
1.20 |
85,047.60 |
1.40 |
99,222.20 |
1.40 |
99,222.20 |
| 720-01-C |
erosion control system, flexible channel liner (type c)
|
6,131   |
SQYD |
2.50 |
15,327.50 |
2.80 |
17,166.80 |
1.40 |
8,583.40 |
1.40 |
8,583.40 |
| 720-01-D |
erosion control system, flexible channel liner (type d)
|
2,773   |
SQYD |
2.50 |
6,932.50 |
2.80 |
7,764.40 |
1.40 |
3,882.20 |
1.40 |
3,882.20 |
| 720-01-E |
erosion control system, flexible channel liner (type e)
|
489   |
SQYD |
3.50 |
1,711.50 |
4.50 |
2,200.50 |
1.40 |
684.60 |
1.40 |
684.60 |
| 722-02 |
project site laboratory (equipped)
|
1   |
EACH |
15,000.00 |
15,000.00 |
50,000.00 |
50,000.00 |
25,000.00 |
25,000.00 |
30,000.00 |
30,000.00 |
| 724-01-B |
pavement patching (12" minimum thickness)
|
4,621   |
SQYD |
50.00 |
231,050.00 |
58.00 |
268,018.00 |
72.00 |
332,712.00 |
50.00 |
231,050.00 |
| 725-02 |
temporary detour roads
|
22,599.5 |
SQYD |
25.00 |
564,987.50 |
50.00 |
1,129,975.00 |
40.00 |
903,980.00 |
55.00 |
1,242,972.50 |
| 726-01 |
bedding material
|
4,114.5 |
CUYD |
65.00 |
267,442.50 |
57.00 |
234,526.50 |
75.00 |
308,587.50 |
55.00 |
226,297.50 |
| 727-01 |
mobilization
|
lump |
LUMP |
1,400,000.00 |
1,400,000.00 |
2,400,000.00 |
2,400,000.00 |
2,500,000.00 |
2,500,000.00 |
2,300,000.00 |
2,300,000.00 |
| 729-16-C |
object marker assembly (type 3)
|
19   |
EACH |
65.00 |
1,235.00 |
73.00 |
1,387.00 |
65.00 |
1,235.00 |
65.00 |
1,235.00 |
| 729-19-A |
dead end road installations(type a)
|
1   |
EACH |
1,500.00 |
1,500.00 |
1,500.00 |
1,500.00 |
1,500.00 |
1,500.00 |
1,300.00 |
1,300.00 |
| 731-01 |
nonreflectorized raised pavement markers
|
360   |
EACH |
12.00 |
4,320.00 |
12.50 |
4,500.00 |
10.00 |
3,600.00 |
10.00 |
3,600.00 |
| 731-02 |
reflectorized raised pavement markers
|
2,425   |
EACH |
5.50 |
13,337.50 |
5.80 |
14,065.00 |
5.00 |
12,125.00 |
4.50 |
10,912.50 |
| 732-01-E |
plastic pavement striping (24" width)
|
375   |
LNFT |
3.00 |
1,125.00 |
3.10 |
1,162.50 |
2.50 |
937.50 |
2.40 |
900.00 |
| 732-02-A |
plastic pavement striping (solid line) (4" width)
|
21.547 |
MILE |
2,300.00 |
49,558.10 |
2,400.00 |
51,712.80 |
2,000.00 |
43,094.00 |
2,000.00 |
43,094.00 |
| 732-02-C |
plastic pavement striping (solid line) (8" width)
|
0.252 |
MILE |
4,500.00 |
1,134.00 |
4,900.00 |
1,234.80 |
4,300.00 |
1,083.60 |
4,200.00 |
1,058.40 |
| 732-02-D |
plastic pavement striping (solid line) (12" width)
|
0.105 |
MILE |
15,000.00 |
1,575.00 |
15,000.00 |
1,575.00 |
13,000.00 |
1,365.00 |
13,300.00 |
1,396.50 |
| 732-03-A |
plastic pavement striping (broken line)(4" width)
|
2.815 |
MILE |
700.00 |
1,970.50 |
930.00 |
2,617.95 |
800.00 |
2,252.00 |
800.00 |
2,252.00 |
| 732-04-A |
plastic pavement legends & symbols (arrow)
|
20   |
EACH |
160.00 |
3,200.00 |
180.00 |
3,600.00 |
150.00 |
3,000.00 |
150.00 |
3,000.00 |
| 732-04-C |
plastic pavement legends & symbols (only)
|
11   |
EACH |
165.00 |
1,815.00 |
170.00 |
1,870.00 |
150.00 |
1,650.00 |
150.00 |
1,650.00 |
| 735-01 |
mailboxes
|
3   |
EACH |
25.00 |
75.00 |
28.00 |
84.00 |
10.00 |
30.00 |
1.00 |
3.00 |
| 735-02 |
mailbox supports (single)
|
3   |
EACH |
200.00 |
600.00 |
170.00 |
510.00 |
125.00 |
375.00 |
250.00 |
750.00 |
| 740-01 |
construction layout
|
lump |
LUMP |
200,000.00 |
200,000.00 |
650,000.00 |
650,000.00 |
250,000.00 |
250,000.00 |
250,000.00 |
250,000.00 |
| 744-01 |
traffic control management
|
lump |
LUMP |
50,000.00 |
50,000.00 |
100,000.00 |
100,000.00 |
5,000.00 |
5,000.00 |
50,000.00 |
50,000.00 |
| 804-01-C |
precast concrete piles (16")
|
20,408   |
LNFT |
40.00 |
816,320.00 |
39.00 |
795,912.00 |
41.00 |
836,728.00 |
52.00 |
1,061,216.00 |
| 804-17 |
dynamic monitoring
|
6   |
EACH |
1,500.00 |
9,000.00 |
7,000.00 |
42,000.00 |
1,000.00 |
6,000.00 |
2,000.00 |
12,000.00 |
| 805-01-F |
class a concrete (bents)
|
500.00 |
CUYD |
650.00 |
325,000.00 |
880.00 |
440,000.00 |
500.00 |
250,000.00 |
700.00 |
350,000.00 |
| 805-03 |
class aa concrete
|
2,170.00 |
CUYD |
400.00 |
868,000.00 |
490.00 |
1,063,300.00 |
345.00 |
748,650.00 |
400.00 |
868,000.00 |
| 806-01 |
deformed reinforcing steel
|
485,705   |
LB |
0.70 |
339,993.50 |
0.65 |
315,708.25 |
0.70 |
339,993.50 |
0.70 |
339,993.50 |
| 810-01 |
concrete railing (barrier)
|
2,480.00 |
LNFT |
35.00 |
86,800.00 |
45.00 |
111,600.00 |
45.00 |
111,600.00 |
40.00 |
99,200.00 |
| 813-01 |
concrete approach slabs
|
2,004.42 |
SQYD |
170.00 |
340,751.40 |
140.00 |
280,618.80 |
140.00 |
280,618.80 |
160.00 |
320,707.20 |
| S-001 |
surface preparation
|
lump |
LUMP |
15,000.00 |
15,000.00 |
54,000.00 |
54,000.00 |
25,000.00 |
25,000.00 |
20,000.00 |
20,000.00 |
| S-002 |
paved gutter drain
|
3   |
EACH |
3,000.00 |
9,000.00 |
5,700.00 |
17,100.00 |
2,500.00 |
7,500.00 |
2,500.00 |
7,500.00 |
| S-003 |
rumble strips (ground-in)
|
12.8 |
MILE |
1,000.00 |
12,800.00 |
1,100.00 |
14,080.00 |
625.00 |
8,000.00 |
700.00 |
8,960.00 |
| S-101 |
retroreflective sheeting panels
|
lump |
LUMP |
550.00 |
550.00 |
4,100.00 |
4,100.00 |
2,000.00 |
2,000.00 |
5,000.00 |
5,000.00 |
| | SUBTOTAL GENERAL |
|
|
|
16,682,317.00 |
|
21,042,257.59 |
|
19,375,748.86 |
|
20,319,991.40 |
| |
|
|
|
|
|
|
|
|
|
|
|
| ALTERNATE A |
|
|
|
|
|
|
|
|
|
|
|
| |
|
|
|
|
|
|
|
|
|
|
|
| ALTERNATE A1 |
|
|
|
|
|
|
|
|
|
|
|
| 302-02-F-02 |
class ii base course (8" thick)(soil cement)
|
128,643.1 |
SQYD |
0.00 |
0.00 |
0.00 |
0.00 |
9.00 |
1,157,787.90 |
8.00 |
1,029,144.80 |
| 601-01-G |
portland cement concrete pavement (8" thick)
|
105,606.0 |
SQYD |
0.00 |
0.00 |
0.00 |
0.00 |
38.00 |
4,013,028.00 |
34.00 |
3,590,604.00 |
| 601-02-G |
portland cement concrete pavement (8" thick)
(crossovers & turnouts) |
14,086.2 |
SQYD |
0.00 |
0.00 |
0.00 |
0.00 |
55.00 |
774,741.00 |
45.00 |
633,879.00 |
| 601-04 |
portland cement concrete pavement coring
|
150   |
EACH |
0.00 |
0.00 |
0.00 |
0.00 |
100.00 |
15,000.00 |
100.00 |
15,000.00 |
| 732-03-A-01 |
plastic pavement striping (broken line)(4" width)
(preformed marking tape - type v) |
6.891 |
MILE |
0.00 |
0.00 |
0.00 |
0.00 |
5,280.00 |
36,384.48 |
5,300.00 |
36,522.30 |
| | SUBTOTAL ALT A1 |
|
|
|
|
|
|
|
5,996,941.38 |
|
5,305,150.10 |
| |
|
|
|
|
|
|
|
|
|
|
|
| ALTERNATE A2 |
|
|
|
|
|
|
|
|
|
|
|
| 302-02-F-02 |
class ii base course (8" thick)(soil cement)
|
128,643.1 |
SQYD |
6.50 |
836,180.15 |
3.90 |
501,708.09 |
0.00 |
0.00 |
0.00 |
0.00 |
| 502-01-A-01 |
superpave asphaltic concrete, drives, turnouts and
miscellaneous (alt. a-2) |
4,648.5 |
TON |
75.00 |
348,637.50 |
85.00 |
395,122.50 |
0.00 |
0.00 |
0.00 |
0.00 |
| 502-01-01 |
superpave asphaltic concrete (alt. a-2)
|
34,850.2 |
TON |
58.00 |
2,021,311.60 |
69.20 |
2,411,633.84 |
0.00 |
0.00 |
0.00 |
0.00 |
| 732-03-A-02 |
plastic pavement striping (broken line)(4" width)(alt.
a-2) |
6.891 |
MILE |
800.00 |
5,512.80 |
930.00 |
6,408.63 |
0.00 |
0.00 |
0.00 |
0.00 |
| | SUBTOTAL ALT A2 |
|
|
|
3,211,642.05 |
|
3,314,873.06 |
|
|
|
|
| |
|
|
|
|
|
|
|
|
|
|
|
| | CONTRACTOR TOTAL |
|
|
|
19,893,959.05 |
|
24,357,130.65 |
|
25,372,690.24 |
|
25,625,141.50 |
|