| Item Number |
Item Description |
Quantity |
Unit of Measure |
- 1 - MERRICK CONSTRUCTION CO. |
- 2 - F. MILLER & SONS, LLC |
- 3 - GILBERT SOUTHERN CORP |
- 4 - JAMES CONSTRUCTION GROUP LLC |
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
| 201-01 |
clearing & grubbing
|
lump |
LUMP |
75,000.00 |
75,000.00 |
43,000.00 |
43,000.00 |
15,000.00 |
15,000.00 |
8,640.00 |
8,640.00 |
| 202-01 |
removal of structures & obstructions
|
lump |
LUMP |
5,000.00 |
5,000.00 |
26,000.00 |
26,000.00 |
13,000.00 |
13,000.00 |
13,752.82 |
13,752.82 |
| 202-02-C |
removal of portland cement concrete pavement
|
1,171   |
SQYD |
FREE |
FREE |
10.00 |
11,710.00 |
14.00 |
16,394.00 |
11.13 |
13,033.23 |
| 202-02-D |
removal of concrete walks & drives
|
87   |
SQYD |
2.00 |
174.00 |
11.00 |
957.00 |
12.00 |
1,044.00 |
5.80 |
504.60 |
| 202-02-G |
removal of surfacing & stabilized base
|
3,925.2 |
SQYD |
2.00 |
7,850.40 |
7.00 |
27,476.40 |
2.00 |
7,850.40 |
7.84 |
30,773.56 |
| 203-06 |
excavation & embankment
|
lump |
LUMP |
200,000.00 |
200,000.00 |
150,000.00 |
150,000.00 |
46,000.00 |
46,000.00 |
155,945.26 |
155,945.26 |
| 204-02 |
temporary hay or straw bales
|
28   |
EACH |
3.00 |
84.00 |
11.00 |
308.00 |
5.25 |
147.00 |
14.31 |
400.68 |
| 204-05-A |
temporary sediment check dams (hay)
|
4   |
EACH |
15.00 |
60.00 |
220.00 |
880.00 |
52.50 |
210.00 |
264.26 |
1,057.04 |
| 204-06 |
temporary silt fencing
|
2,900   |
LNFT |
0.25 |
725.00 |
2.75 |
7,975.00 |
1.50 |
4,350.00 |
1.35 |
3,915.00 |
| 302-02-E |
class ii base course (8" thick)
|
9,583.5 |
SQYD |
9.00 |
86,251.50 |
15.00 |
143,752.50 |
20.00 |
191,670.00 |
10.56 |
101,201.76 |
| 304-01 |
lime
|
34.00 |
TON |
50.00 |
1,700.00 |
120.00 |
4,080.00 |
104.00 |
3,536.00 |
147.43 |
5,012.62 |
| 304-04-D |
lime treatment (type d) (12" thick)
|
2,396   |
SQYD |
0.25 |
599.00 |
2.25 |
5,391.00 |
4.50 |
10,782.00 |
2.49 |
5,966.04 |
| 305-01 |
subgrade layer (12" thick)
|
2,396   |
SQYD |
5.00 |
11,980.00 |
7.25 |
17,371.00 |
7.50 |
17,970.00 |
7.70 |
18,449.20 |
| 401-01 |
aggregate surface course (net section)
|
73.5 |
CUYD |
50.00 |
3,675.00 |
47.00 |
3,454.50 |
70.00 |
5,145.00 |
64.29 |
4,725.31 |
| 402-01 |
traffic maintenance aggregate (vehicular measurement)
|
500.0 |
CUYD |
10.00 |
5,000.00 |
47.00 |
23,500.00 |
45.00 |
22,500.00 |
41.66 |
20,830.00 |
| 502-01-B |
superpave asphaltic concrete (level 1)
|
656.7 |
TON |
90.00 |
59,103.00 |
90.00 |
59,103.00 |
90.00 |
59,103.00 |
88.56 |
58,157.35 |
| 601-01-K |
portland cement concrete pavement (10" thick)
|
6,983.7 |
SQYD |
35.00 |
244,429.50 |
47.00 |
328,233.90 |
40.82 |
285,074.63 |
43.17 |
301,486.32 |
| 701-02-D |
cross drain pipe arch (24" equiv. rcpa)
|
74   |
LNFT |
60.00 |
4,440.00 |
62.00 |
4,588.00 |
78.00 |
5,772.00 |
57.92 |
4,286.08 |
| 701-05-F |
side drain pipe (15")
|
28   |
LNFT |
40.00 |
1,120.00 |
50.00 |
1,400.00 |
58.00 |
1,624.00 |
45.19 |
1,265.32 |
| 701-05-I |
side drain pipe (24")
|
84   |
LNFT |
50.00 |
4,200.00 |
62.00 |
5,208.00 |
67.00 |
5,628.00 |
56.09 |
4,711.56 |
| 703-01 |
shoulder underdrain systems
|
1,251   |
LNFT |
5.00 |
6,255.00 |
8.00 |
10,008.00 |
15.00 |
18,765.00 |
10.00 |
12,510.00 |
| 703-02 |
shoulder outlet underdrains
|
10   |
EACH |
100.00 |
1,000.00 |
250.00 |
2,500.00 |
465.00 |
4,650.00 |
450.00 |
4,500.00 |
| 705-06-A |
chain link fence (4-foot height)
|
1,250   |
LNFT |
5.00 |
6,250.00 |
13.50 |
16,875.00 |
10.50 |
13,125.00 |
19.35 |
24,187.50 |
| 705-06-B |
chain link fence (5-foot height)
|
725   |
LNFT |
6.00 |
4,350.00 |
15.50 |
11,237.50 |
12.60 |
9,135.00 |
14.90 |
10,802.50 |
| 706-02-C |
concrete drive (6" thick)
|
175.5 |
SQYD |
30.00 |
5,265.00 |
33.00 |
5,791.50 |
45.00 |
7,897.50 |
40.00 |
7,020.00 |
| 706-03-A |
incidental concrete paving (4" thick)
|
1,305.0 |
SQYD |
30.00 |
39,150.00 |
23.00 |
30,015.00 |
32.00 |
41,760.00 |
35.00 |
45,675.00 |
| 708-01 |
right-of-way monument
|
14   |
EACH |
10.00 |
140.00 |
165.00 |
2,310.00 |
53.00 |
742.00 |
179.66 |
2,515.24 |
| 708-02 |
right-of-way monument witness post
|
14   |
EACH |
25.00 |
350.00 |
60.00 |
840.00 |
63.00 |
882.00 |
83.72 |
1,172.08 |
| 713-01 |
temporary signs & barricades
|
lump |
LUMP |
150,000.00 |
150,000.00 |
50,000.00 |
50,000.00 |
20,000.00 |
20,000.00 |
35,100.00 |
35,100.00 |
| 713-05-A-01 |
temporary pavement markings (solid line)(4" width)
(type 1 removable) |
2.061 |
MILE |
11,000.00 |
22,671.00 |
12,000.00 |
24,732.00 |
10,720.00 |
22,093.92 |
11,577.60 |
23,861.43 |
| 713-08-A |
temporary precast concrete barrier (contractor
furnished) (type f) |
115   |
EACH |
400.00 |
46,000.00 |
847.00 |
97,405.00 |
606.00 |
69,690.00 |
461.84 |
53,111.60 |
| 720-01-A |
erosion control system, slope protection (type a)
|
953   |
SQYD |
1.50 |
1,429.50 |
1.40 |
1,334.20 |
1.05 |
1,000.65 |
2.16 |
2,058.48 |
| 727-01 |
mobilization
|
lump |
LUMP |
160,000.00 |
160,000.00 |
50,000.00 |
50,000.00 |
186,000.00 |
186,000.00 |
284,978.33 |
284,978.33 |
| 729-01 |
sign (type a)
|
205.9 |
SQFT |
30.00 |
6,177.00 |
31.00 |
6,382.90 |
30.00 |
6,177.00 |
30.24 |
6,226.41 |
| 729-05 |
sign (type e)
|
14.0 |
SQFT |
30.00 |
420.00 |
33.00 |
462.00 |
32.00 |
448.00 |
32.40 |
453.60 |
| 729-06 |
sign (overhead mounted)
|
122.5 |
SQFT |
35.00 |
4,287.50 |
36.00 |
4,410.00 |
34.00 |
4,165.00 |
34.56 |
4,233.60 |
| 729-08-A |
mounting (2 1/2" size post)
|
8   |
EACH |
800.00 |
6,400.00 |
900.00 |
7,200.00 |
835.00 |
6,680.00 |
858.60 |
6,868.80 |
| 729-08-B |
mounting (3 1/2" size post)
|
8   |
EACH |
800.00 |
6,400.00 |
1,000.00 |
8,000.00 |
940.00 |
7,520.00 |
966.60 |
7,732.80 |
| 729-19-A |
dead end road installations(type a)
|
1   |
EACH |
1,000.00 |
1,000.00 |
5,000.00 |
5,000.00 |
262.00 |
262.00 |
1,000.00 |
1,000.00 |
| 729-19-B |
dead end road installations(type b)
|
1   |
EACH |
1,000.00 |
1,000.00 |
2,400.00 |
2,400.00 |
315.00 |
315.00 |
1,000.00 |
1,000.00 |
| 731-02 |
reflectorized raised pavement markers
|
610   |
EACH |
5.00 |
3,050.00 |
5.80 |
3,538.00 |
5.25 |
3,202.50 |
5.67 |
3,458.70 |
| 732-01-A |
plastic pavement striping (4" width)
|
192   |
LNFT |
0.30 |
57.60 |
0.40 |
76.80 |
0.35 |
67.20 |
0.38 |
72.96 |
| 732-01-C |
plastic pavement striping (8" width)
|
1,217   |
LNFT |
0.70 |
851.90 |
0.80 |
973.60 |
0.70 |
851.90 |
0.76 |
924.92 |
| 732-01-E |
plastic pavement striping (24" width)
|
899   |
LNFT |
2.50 |
2,247.50 |
2.80 |
2,517.20 |
2.50 |
2,247.50 |
2.70 |
2,427.30 |
| 732-02-A |
plastic pavement striping (solid line) (4" width)
|
3.130 |
MILE |
1,800.00 |
5,634.00 |
1,980.00 |
6,197.40 |
1,775.00 |
5,555.75 |
1,917.00 |
6,000.21 |
| 732-03-A-01 |
plastic pvmt striping (broken line)(4"width)preformed
marking tape (type v) ) |
2.061 |
MILE |
4,000.00 |
8,244.00 |
4,400.00 |
9,068.40 |
3,960.00 |
8,161.56 |
4,276.80 |
8,814.48 |
| 732-05 |
removal of existing markings
|
2.061 |
MILE |
1,000.00 |
2,061.00 |
4,350.00 |
8,965.35 |
3,900.00 |
8,037.90 |
4,212.00 |
8,680.93 |
| 733-01 |
concrete roadway barrier (type f)(single face)
|
2,803.4 |
LNFT |
40.00 |
112,136.00 |
53.00 |
148,580.20 |
80.00 |
224,272.00 |
50.00 |
140,170.00 |
| 735-01 |
mailboxes
|
2   |
EACH |
6.00 |
12.00 |
11.00 |
22.00 |
15.00 |
30.00 |
32.82 |
65.64 |
| 735-02 |
mailbox supports (single)
|
2   |
EACH |
100.00 |
200.00 |
165.00 |
330.00 |
95.00 |
190.00 |
99.77 |
199.54 |
| 739-01 |
hydro-seeding
|
2.95 |
ACRE |
1,500.00 |
4,425.00 |
1,100.00 |
3,245.00 |
1,050.00 |
3,097.50 |
1,296.00 |
3,823.20 |
| 740-01 |
construction layout
|
lump |
LUMP |
50,000.00 |
50,000.00 |
60,000.00 |
60,000.00 |
19,000.00 |
19,000.00 |
10,800.00 |
10,800.00 |
| 802-01 |
structural excavation
|
689.4 |
CUYD |
FREE |
FREE |
24.00 |
16,545.60 |
68.00 |
46,879.20 |
10.01 |
6,900.89 |
| 804-02-B |
treated timber piles (coastal treatment)
|
10,860   |
LNFT |
13.00 |
141,180.00 |
15.40 |
167,244.00 |
14.50 |
157,470.00 |
12.00 |
130,320.00 |
| 805-01-C |
class a concrete (retaining walls)
|
314.00 |
CUYD |
300.00 |
94,200.00 |
355.00 |
111,470.00 |
550.00 |
172,700.00 |
550.00 |
172,700.00 |
| 806-01 |
deformed reinforcing steel
|
40,980   |
LB |
0.35 |
14,343.00 |
0.60 |
24,588.00 |
0.82 |
33,603.60 |
0.70 |
28,686.00 |
| S-001 |
impact attenuator (kinetic)
|
1   |
EACH |
20,000.00 |
20,000.00 |
33,000.00 |
33,000.00 |
16,500.00 |
16,500.00 |
20,466.00 |
20,466.00 |
| S-002 |
raised island (4" thick)
|
15.6 |
SQYD |
50.00 |
780.00 |
80.00 |
1,248.00 |
54.00 |
842.40 |
60.00 |
936.00 |
| S-003 |
cleaning existing ditches
|
500   |
LNFT |
3.00 |
1,500.00 |
11.00 |
5,500.00 |
7.00 |
3,500.00 |
4.40 |
2,200.00 |
| S-004 |
variable message sign unit
|
1   |
EACH |
23,000.00 |
23,000.00 |
30,000.00 |
30,000.00 |
14,200.00 |
14,200.00 |
35,000.00 |
35,000.00 |
| S-005 |
flexible post traffic delineators
|
200   |
EACH |
40.00 |
8,000.00 |
44.00 |
8,800.00 |
47.25 |
9,450.00 |
43.20 |
8,640.00 |
| S-006 |
replacement of flexible post traffic delineators
|
40   |
EACH |
25.00 |
1,000.00 |
28.00 |
1,120.00 |
52.50 |
2,100.00 |
27.00 |
1,080.00 |
| |
|
|
|
|
|
|
|
|
|
|
|
| | CONTRACTOR TOTAL |
|
|
|
1,672,858.40 |
|
1,844,320.95 |
|
1,866,067.11 |
|
1,881,487.89 |
|
| Item Number |
Item Description |
Quantity |
Unit of Measure |
- 5 - DENTON-JAMES LLC |
- 6 - BOH BROS. CONSTRUCTION CO., LLC. |
- 7 - BESSETTE DEVELOPMENT CORP. |
|
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
| 201-01 |
clearing & grubbing
|
lump |
LUMP |
200,000.00 |
200,000.00 |
112,150.00 |
112,150.00 |
20,000.00 |
20,000.00 |
|
|
| 202-01 |
removal of structures & obstructions
|
lump |
LUMP |
2,000.00 |
2,000.00 |
112,150.00 |
112,150.00 |
20,000.00 |
20,000.00 |
|
|
| 202-02-C |
removal of portland cement concrete pavement
|
1,171   |
SQYD |
7.00 |
8,197.00 |
10.00 |
11,710.00 |
10.00 |
11,710.00 |
|
|
| 202-02-D |
removal of concrete walks & drives
|
87   |
SQYD |
10.00 |
870.00 |
9.80 |
852.60 |
10.00 |
870.00 |
|
|
| 202-02-G |
removal of surfacing & stabilized base
|
3,925.2 |
SQYD |
5.00 |
19,626.00 |
5.65 |
22,177.38 |
10.00 |
39,252.00 |
|
|
| 203-06 |
excavation & embankment
|
lump |
LUMP |
100,000.00 |
100,000.00 |
111,600.00 |
111,600.00 |
45,000.00 |
45,000.00 |
|
|
| 204-02 |
temporary hay or straw bales
|
28   |
EACH |
8.00 |
224.00 |
5.55 |
155.40 |
10.00 |
280.00 |
|
|
| 204-05-A |
temporary sediment check dams (hay)
|
4   |
EACH |
130.00 |
520.00 |
83.25 |
333.00 |
250.00 |
1,000.00 |
|
|
| 204-06 |
temporary silt fencing
|
2,900   |
LNFT |
1.40 |
4,060.00 |
1.40 |
4,060.00 |
3.00 |
8,700.00 |
|
|
| 302-02-E |
class ii base course (8" thick)
|
9,583.5 |
SQYD |
14.00 |
134,169.00 |
12.35 |
118,356.22 |
15.00 |
143,752.50 |
|
|
| 304-01 |
lime
|
34.00 |
TON |
130.00 |
4,420.00 |
121.00 |
4,114.00 |
120.00 |
4,080.00 |
|
|
| 304-04-D |
lime treatment (type d) (12" thick)
|
2,396   |
SQYD |
4.00 |
9,584.00 |
3.50 |
8,386.00 |
7.00 |
16,772.00 |
|
|
| 305-01 |
subgrade layer (12" thick)
|
2,396   |
SQYD |
9.00 |
21,564.00 |
21.10 |
50,555.60 |
18.00 |
43,128.00 |
|
|
| 401-01 |
aggregate surface course (net section)
|
73.5 |
CUYD |
60.00 |
4,410.00 |
42.65 |
3,134.77 |
70.00 |
5,145.00 |
|
|
| 402-01 |
traffic maintenance aggregate (vehicular measurement)
|
500.0 |
CUYD |
50.00 |
25,000.00 |
29.75 |
14,875.00 |
50.00 |
25,000.00 |
|
|
| 502-01-B |
superpave asphaltic concrete (level 1)
|
656.7 |
TON |
82.00 |
53,849.40 |
91.00 |
59,759.70 |
100.00 |
65,670.00 |
|
|
| 601-01-K |
portland cement concrete pavement (10" thick)
|
6,983.7 |
SQYD |
46.00 |
321,250.20 |
46.25 |
322,996.12 |
65.00 |
453,940.50 |
|
|
| 701-02-D |
cross drain pipe arch (24" equiv. rcpa)
|
74   |
LNFT |
110.00 |
8,140.00 |
74.70 |
5,527.80 |
75.00 |
5,550.00 |
|
|
| 701-05-F |
side drain pipe (15")
|
28   |
LNFT |
50.00 |
1,400.00 |
48.30 |
1,352.40 |
50.00 |
1,400.00 |
|
|
| 701-05-I |
side drain pipe (24")
|
84   |
LNFT |
55.00 |
4,620.00 |
53.50 |
4,494.00 |
50.00 |
4,200.00 |
|
|
| 703-01 |
shoulder underdrain systems
|
1,251   |
LNFT |
7.00 |
8,757.00 |
9.35 |
11,696.85 |
15.00 |
18,765.00 |
|
|
| 703-02 |
shoulder outlet underdrains
|
10   |
EACH |
300.00 |
3,000.00 |
400.00 |
4,000.00 |
500.00 |
5,000.00 |
|
|
| 705-06-A |
chain link fence (4-foot height)
|
1,250   |
LNFT |
12.00 |
15,000.00 |
14.00 |
17,500.00 |
20.00 |
25,000.00 |
|
|
| 705-06-B |
chain link fence (5-foot height)
|
725   |
LNFT |
14.00 |
10,150.00 |
16.00 |
11,600.00 |
25.00 |
18,125.00 |
|
|
| 706-02-C |
concrete drive (6" thick)
|
175.5 |
SQYD |
42.00 |
7,371.00 |
38.40 |
6,739.20 |
50.00 |
8,775.00 |
|
|
| 706-03-A |
incidental concrete paving (4" thick)
|
1,305.0 |
SQYD |
36.00 |
46,980.00 |
34.25 |
44,696.25 |
40.00 |
52,200.00 |
|
|
| 708-01 |
right-of-way monument
|
14   |
EACH |
120.00 |
1,680.00 |
151.00 |
2,114.00 |
150.00 |
2,100.00 |
|
|
| 708-02 |
right-of-way monument witness post
|
14   |
EACH |
120.00 |
1,680.00 |
151.00 |
2,114.00 |
150.00 |
2,100.00 |
|
|
| 713-01 |
temporary signs & barricades
|
lump |
LUMP |
40,000.00 |
40,000.00 |
44,400.00 |
44,400.00 |
100,500.00 |
100,500.00 |
|
|
| 713-05-A-01 |
temporary pavement markings (solid line)(4" width)
(type 1 removable) |
2.061 |
MILE |
11,000.00 |
22,671.00 |
11,900.00 |
24,525.90 |
12,000.00 |
24,732.00 |
|
|
| 713-08-A |
temporary precast concrete barrier (contractor
furnished) (type f) |
115   |
EACH |
700.00 |
80,500.00 |
760.00 |
87,400.00 |
1,000.00 |
115,000.00 |
|
|
| 720-01-A |
erosion control system, slope protection (type a)
|
953   |
SQYD |
1.50 |
1,429.50 |
1.65 |
1,572.45 |
4.00 |
3,812.00 |
|
|
| 727-01 |
mobilization
|
lump |
LUMP |
190,000.00 |
190,000.00 |
200,000.00 |
200,000.00 |
250,000.00 |
250,000.00 |
|
|
| 729-01 |
sign (type a)
|
205.9 |
SQFT |
28.00 |
5,765.20 |
31.00 |
6,382.90 |
100.00 |
20,590.00 |
|
|
| 729-05 |
sign (type e)
|
14.0 |
SQFT |
30.00 |
420.00 |
33.00 |
462.00 |
100.00 |
1,400.00 |
|
|
| 729-06 |
sign (overhead mounted)
|
122.5 |
SQFT |
32.00 |
3,920.00 |
36.00 |
4,410.00 |
200.00 |
24,500.00 |
|
|
| 729-08-A |
mounting (2 1/2" size post)
|
8   |
EACH |
800.00 |
6,400.00 |
890.00 |
7,120.00 |
500.00 |
4,000.00 |
|
|
| 729-08-B |
mounting (3 1/2" size post)
|
8   |
EACH |
900.00 |
7,200.00 |
1,000.00 |
8,000.00 |
800.00 |
6,400.00 |
|
|
| 729-19-A |
dead end road installations(type a)
|
1   |
EACH |
5,000.00 |
5,000.00 |
3,740.00 |
3,740.00 |
7,500.00 |
7,500.00 |
|
|
| 729-19-B |
dead end road installations(type b)
|
1   |
EACH |
1,400.00 |
1,400.00 |
1,570.00 |
1,570.00 |
5,000.00 |
5,000.00 |
|
|
| 731-02 |
reflectorized raised pavement markers
|
610   |
EACH |
5.30 |
3,233.00 |
5.85 |
3,568.50 |
10.00 |
6,100.00 |
|
|
| 732-01-A |
plastic pavement striping (4" width)
|
192   |
LNFT |
0.50 |
96.00 |
0.40 |
76.80 |
1.00 |
192.00 |
|
|
| 732-01-C |
plastic pavement striping (8" width)
|
1,217   |
LNFT |
0.70 |
851.90 |
0.80 |
973.60 |
2.00 |
2,434.00 |
|
|
| 732-01-E |
plastic pavement striping (24" width)
|
899   |
LNFT |
2.50 |
2,247.50 |
2.80 |
2,517.20 |
3.00 |
2,697.00 |
|
|
| 732-02-A |
plastic pavement striping (solid line) (4" width)
|
3.130 |
MILE |
1,800.00 |
5,634.00 |
1,970.00 |
6,166.10 |
2,000.00 |
6,260.00 |
|
|
| 732-03-A-01 |
plastic pvmt striping (broken line)(4"width)preformed
marking tape (type v) ) |
2.061 |
MILE |
4,000.00 |
8,244.00 |
4,400.00 |
9,068.40 |
4,500.00 |
9,274.50 |
|
|
| 732-05 |
removal of existing markings
|
2.061 |
MILE |
4,000.00 |
8,244.00 |
4,330.00 |
8,924.13 |
4,500.00 |
9,274.50 |
|
|
| 733-01 |
concrete roadway barrier (type f)(single face)
|
2,803.4 |
LNFT |
35.00 |
98,119.00 |
35.35 |
99,100.19 |
110.00 |
308,374.00 |
|
|
| 735-01 |
mailboxes
|
2   |
EACH |
1.00 |
2.00 |
30.25 |
60.50 |
200.00 |
400.00 |
|
|
| 735-02 |
mailbox supports (single)
|
2   |
EACH |
150.00 |
300.00 |
63.25 |
126.50 |
200.00 |
400.00 |
|
|
| 739-01 |
hydro-seeding
|
2.95 |
ACRE |
1,100.00 |
3,245.00 |
1,320.00 |
3,894.00 |
1,500.00 |
4,425.00 |
|
|
| 740-01 |
construction layout
|
lump |
LUMP |
50,000.00 |
50,000.00 |
83,000.00 |
83,000.00 |
20,000.00 |
20,000.00 |
|
|
| 802-01 |
structural excavation
|
689.4 |
CUYD |
14.00 |
9,651.60 |
23.65 |
16,304.31 |
10.00 |
6,894.00 |
|
|
| 804-02-B |
treated timber piles (coastal treatment)
|
10,860   |
LNFT |
17.00 |
184,620.00 |
10.90 |
118,374.00 |
23.00 |
249,780.00 |
|
|
| 805-01-C |
class a concrete (retaining walls)
|
314.00 |
CUYD |
400.00 |
125,600.00 |
335.00 |
105,190.00 |
450.00 |
141,300.00 |
|
|
| 806-01 |
deformed reinforcing steel
|
40,980   |
LB |
0.70 |
28,686.00 |
0.65 |
26,637.00 |
1.00 |
40,980.00 |
|
|
| S-001 |
impact attenuator (kinetic)
|
1   |
EACH |
19,000.00 |
19,000.00 |
21,000.00 |
21,000.00 |
30,000.00 |
30,000.00 |
|
|
| S-002 |
raised island (4" thick)
|
15.6 |
SQYD |
60.00 |
936.00 |
132.00 |
2,059.20 |
200.00 |
3,120.00 |
|
|
| S-003 |
cleaning existing ditches
|
500   |
LNFT |
8.00 |
4,000.00 |
20.30 |
10,150.00 |
5.00 |
2,500.00 |
|
|
| S-004 |
variable message sign unit
|
1   |
EACH |
18,000.00 |
18,000.00 |
5,445.00 |
5,445.00 |
30,000.00 |
30,000.00 |
|
|
| S-005 |
flexible post traffic delineators
|
200   |
EACH |
40.00 |
8,000.00 |
44.40 |
8,880.00 |
75.00 |
15,000.00 |
|
|
| S-006 |
replacement of flexible post traffic delineators
|
40   |
EACH |
25.00 |
1,000.00 |
27.75 |
1,110.00 |
100.00 |
4,000.00 |
|
|
| |
|
|
|
|
|
|
|
|
|
|
|
| | CONTRACTOR TOTAL |
|
|
|
1,962,937.30 |
|
1,991,408.97 |
|
2,504,354.00 |
|
|
|