| Item Number |
Item Description |
Quantity |
Unit of Measure |
- 1 - R. E. HEIDT CONSTRUCTION CO., INC. |
- 2 - PRAIRIE CONTRACTORS INC. |
- 3 - BESSETTE DEVELOPMENT CORP. |
|
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
| 202-01 |
removal of structures & obstructions
|
lump |
LUMP |
5,300.00 |
5,300.00 |
6,000.00 |
6,000.00 |
5,000.00 |
5,000.00 |
|
|
| 202-02-G |
removal of surfacing & stabilized base
|
45.0 |
SQYD |
8.50 |
382.50 |
10.00 |
450.00 |
50.00 |
2,250.00 |
|
|
| 203-06 |
excavation & embankment
|
lump |
LUMP |
2,200.00 |
2,200.00 |
3,500.00 |
3,500.00 |
45,000.00 |
45,000.00 |
|
|
| 203-08 |
borrow (vehicular measurement)
|
500   |
CUYD |
12.75 |
6,375.00 |
13.00 |
6,500.00 |
20.00 |
10,000.00 |
|
|
| 401-02 |
aggregate surface course (adjusted vehicular
measurement) |
2,518   |
CUYD |
43.60 |
109,784.80 |
45.00 |
113,310.00 |
38.00 |
95,684.00 |
|
|
| 502-01 |
superpave asphaltic concrete
|
11,176.9 |
TON |
48.60 |
543,197.34 |
55.00 |
614,729.50 |
51.67 |
577,510.42 |
|
|
| 502-01-A |
superpave asphaltic concrete, paved drives and
turnouts |
360.0 |
TON |
85.00 |
30,600.00 |
75.00 |
27,000.00 |
100.00 |
36,000.00 |
|
|
| 701-01-M |
cross drain pipe (36" rcp)
|
192   |
LNFT |
93.50 |
17,952.00 |
110.00 |
21,120.00 |
53.00 |
10,176.00 |
|
|
| 701-02-F |
cross drain pipe arch (36" equiv. rcpa)
|
42   |
LNFT |
104.00 |
4,368.00 |
115.00 |
4,830.00 |
100.00 |
4,200.00 |
|
|
| 701-02-L |
cross drain pipe arch (72" equiv. capa)
|
112   |
LNFT |
126.00 |
14,112.00 |
150.00 |
16,800.00 |
300.00 |
33,600.00 |
|
|
| 701-05-I |
side drain pipe (24")
|
40   |
LNFT |
53.00 |
2,120.00 |
70.00 |
2,800.00 |
42.00 |
1,680.00 |
|
|
| 701-06-J |
side drain pipe arch (60" equiv.)
|
12   |
LNFT |
202.00 |
2,424.00 |
210.00 |
2,520.00 |
300.00 |
3,600.00 |
|
|
| 702-03-B |
catch basins (cb-02)
|
2   |
EACH |
3,400.00 |
6,800.00 |
3,500.00 |
7,000.00 |
6,000.00 |
12,000.00 |
|
|
| 702-04-A |
adjusting manholes
|
2   |
EACH |
400.00 |
800.00 |
400.00 |
800.00 |
750.00 |
1,500.00 |
|
|
| 706-01-A |
concrete walk (4" thick)
|
8.9 |
SQYD |
53.00 |
471.70 |
60.00 |
534.00 |
80.00 |
712.00 |
|
|
| 710-01 |
flowable fill
|
624   |
CUYD |
63.60 |
39,686.40 |
65.00 |
40,560.00 |
100.00 |
62,400.00 |
|
|
| 712-02 |
sacked concrete revetment
|
100   |
SQYD |
64.00 |
6,400.00 |
70.00 |
7,000.00 |
80.00 |
8,000.00 |
|
|
| 713-01 |
temporary signs & barricades
|
lump |
LUMP |
3,200.00 |
3,200.00 |
7,000.00 |
7,000.00 |
35,000.00 |
35,000.00 |
|
|
| 713-04-A |
temporary pavement markings (broken line)(4" width)(4'
length) |
9.430 |
MILE |
203.00 |
1,914.29 |
250.00 |
2,357.50 |
450.00 |
4,243.50 |
|
|
| 713-04-B |
temporary pavement markings (broken line)(4" width)
(10' length) |
4.988 |
MILE |
212.00 |
1,057.45 |
1.00 |
4.98 |
275.00 |
1,371.70 |
|
|
| 713-05-A |
temporary pavement markings (solid line)(4" width)
|
11.376 |
MILE |
424.00 |
4,823.42 |
1.00 |
11.37 |
550.00 |
6,256.80 |
|
|
| 724-01-B |
pavement patching (12" minimum thickness)
|
850   |
SQYD |
55.00 |
46,750.00 |
52.00 |
44,200.00 |
100.00 |
85,000.00 |
|
|
| 726-01 |
bedding material
|
42.3 |
CUYD |
64.00 |
2,707.20 |
70.00 |
2,961.00 |
100.00 |
4,230.00 |
|
|
| 727-01 |
mobilization
|
lump |
LUMP |
13,000.00 |
13,000.00 |
67,000.00 |
67,000.00 |
95,000.00 |
95,000.00 |
|
|
| 729-16-B |
object marker assembly (type 2)
|
16   |
EACH |
48.00 |
768.00 |
50.00 |
800.00 |
100.00 |
1,600.00 |
|
|
| 731-02 |
reflectorized raised pavement markers
|
622   |
EACH |
4.77 |
2,966.94 |
5.00 |
3,110.00 |
5.00 |
3,110.00 |
|
|
| 732-02-A |
plastic pavement striping (solid line) (4" width)
|
5.688 |
MILE |
1,800.00 |
10,238.40 |
2,000.00 |
11,376.00 |
1,980.00 |
11,262.24 |
|
|
| 732-03-A |
plastic pavement striping (broken line)(4" width)
|
2.494 |
MILE |
690.00 |
1,720.86 |
800.00 |
1,995.20 |
715.00 |
1,783.21 |
|
|
| 735-01 |
mailboxes
|
5   |
EACH |
1.10 |
5.50 |
1.50 |
7.50 |
100.00 |
500.00 |
|
|
| 735-02 |
mailbox supports (single)
|
5   |
EACH |
144.00 |
720.00 |
200.00 |
1,000.00 |
300.00 |
1,500.00 |
|
|
| 740-01 |
construction layout
|
lump |
LUMP |
9,000.00 |
9,000.00 |
100.00 |
100.00 |
8,000.00 |
8,000.00 |
|
|
| 805-01-A |
class a concrete (pipe headwalls)
|
27.82 |
CUYD |
742.00 |
20,642.44 |
800.00 |
22,256.00 |
500.00 |
13,910.00 |
|
|
| 806-01 |
deformed reinforcing steel
|
1,464   |
LB |
1.06 |
1,551.84 |
1.25 |
1,830.00 |
2.00 |
2,928.00 |
|
|
| S-001 |
catch basins (cb-63)
|
1   |
EACH |
1,200.00 |
1,200.00 |
1,500.00 |
1,500.00 |
5,000.00 |
5,000.00 |
|
|
| |
|
|
|
|
|
|
|
|
|
|
|
| | CONTRACTOR TOTAL |
|
|
|
915,240.08 |
|
1,042,963.05 |
|
1,190,007.87 |
|
|
|