| Item Number |
Item Description |
Quantity |
Unit of Measure |
- 1 - W. E. MCDONALD & SON, LLC. |
- 2 - GILCHRIST CONSTRUCTION CO. LLC |
|
|
| 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 |
100,000.00 |
100,000.00 |
|
|
|
|
| 202-01 |
removal of structures & obstructions
|
lump |
LUMP |
10,000.00 |
10,000.00 |
2,000.00 |
2,000.00 |
|
|
|
|
| 202-02-A |
removal of bridge (station 445+14.45 to sta.
445+71.75 19.5' x 57' timber bridge) |
1   |
EACH |
10,000.00 |
10,000.00 |
8,000.00 |
8,000.00 |
|
|
|
|
| 202-02-H |
removal of guard rail
|
771   |
LNFT |
0.01 |
7.71 |
6.00 |
4,626.00 |
|
|
|
|
| 203-02 |
drainage excavation
|
1,940   |
CUYD |
5.00 |
9,700.00 |
5.50 |
10,670.00 |
|
|
|
|
| 203-06 |
excavation & embankment
|
lump |
LUMP |
90,000.00 |
90,000.00 |
65,000.00 |
65,000.00 |
|
|
|
|
| 203-08-A |
borrow (vehicular meas.)(selected soils)
|
2,581   |
CUYD |
8.00 |
20,648.00 |
12.00 |
30,972.00 |
|
|
|
|
| 204-05-A |
temporary sediment check dams (hay)
|
8   |
EACH |
200.00 |
1,600.00 |
160.00 |
1,280.00 |
|
|
|
|
| 204-05-B |
temporary sediment check dams (stone)
|
4   |
EACH |
500.00 |
2,000.00 |
900.00 |
3,600.00 |
|
|
|
|
| 204-06 |
temporary silt fencing
|
2,645   |
LNFT |
2.50 |
6,612.50 |
2.00 |
5,290.00 |
|
|
|
|
| 303-02 |
removal of existing patches
|
350   |
SQYD |
0.01 |
3.50 |
5.00 |
1,750.00 |
|
|
|
|
| 304-01 |
lime
|
614.28 |
TON |
135.00 |
82,927.80 |
135.00 |
82,927.80 |
|
|
|
|
| 304-03-D |
lime treatment (type c) (12" thick)
|
26,001   |
SQYD |
0.50 |
13,000.50 |
1.50 |
39,001.50 |
|
|
|
|
| 304-04-D |
lime treatment (type d) (12" thick)
|
26,001   |
SQYD |
2.00 |
52,002.00 |
1.50 |
39,001.50 |
|
|
|
|
| 401-02 |
aggregate surface course (adjusted vehicular
measurement) |
4,953   |
CUYD |
1.00 |
4,953.00 |
20.00 |
99,060.00 |
|
|
|
|
| 402-01 |
traffic maintenance aggregate (vehicular measurement)
|
30.0 |
CUYD |
100.00 |
3,000.00 |
100.00 |
3,000.00 |
|
|
|
|
| 502-01 |
superpave asphaltic concrete
|
29,890.5 |
TON |
61.00 |
1,823,320.50 |
62.00 |
1,853,211.00 |
|
|
|
|
| 502-01-A |
superpave asphaltic concrete, drives, turnouts and
miscellaneous |
1,679.8 |
TON |
126.00 |
211,654.80 |
100.00 |
167,980.00 |
|
|
|
|
| 509-01 |
cold planing asphaltic pavement
|
107,346   |
SQYD |
1.60 |
171,753.60 |
2.00 |
214,692.00 |
|
|
|
|
| 509-02 |
contractor retained reclaimed asphaltic pavement
|
- 5,964   |
CUYD |
0.01 |
- 59.64 |
0.01 |
- 59.64 |
|
|
|
|
| 701-05-G |
side drain pipe (18")
|
60   |
LNFT |
45.00 |
2,700.00 |
66.00 |
3,960.00 |
|
|
|
|
| 701-10-I |
reinforced concrete pipe (extension)(24")
|
12   |
LNFT |
100.00 |
1,200.00 |
150.00 |
1,800.00 |
|
|
|
|
| 701-10-M |
reinforced concrete pipe (extension)(36")
|
24   |
LNFT |
125.00 |
3,000.00 |
180.00 |
4,320.00 |
|
|
|
|
| 701-14 |
cleaning existing pipes
|
80   |
LNFT |
20.00 |
1,600.00 |
19.00 |
1,520.00 |
|
|
|
|
| 701-15 |
concrete collar
|
3   |
EACH |
1,400.00 |
4,200.00 |
900.00 |
2,700.00 |
|
|
|
|
| 704-01-B |
guard rail (single thrie beam)(6'-3" post spacing)
|
338.0 |
LNFT |
27.00 |
9,126.00 |
30.00 |
10,140.00 |
|
|
|
|
| 704-03 |
blocked out guard rail
|
368.8 |
LNFT |
15.75 |
5,808.60 |
18.00 |
6,638.40 |
|
|
|
|
| 704-07-A |
guard rail bridge attachments (single thrie beam)
|
50.0 |
LNFT |
30.00 |
1,500.00 |
33.00 |
1,650.00 |
|
|
|
|
| 704-08-B |
guard rail transitions (double thrie beam)
|
250.0 |
LNFT |
45.00 |
11,250.00 |
51.00 |
12,750.00 |
|
|
|
|
| 704-11-A |
guard rail end treatment (flared)
|
10   |
EACH |
1,800.00 |
18,000.00 |
2,000.00 |
20,000.00 |
|
|
|
|
| 705-01 |
barbed wire fence
|
1,800   |
LNFT |
6.00 |
10,800.00 |
6.80 |
12,240.00 |
|
|
|
|
| 708-01 |
right-of-way monument
|
13   |
EACH |
200.00 |
2,600.00 |
300.00 |
3,900.00 |
|
|
|
|
| 708-02 |
right-of-way monument witness post
|
13   |
EACH |
200.00 |
2,600.00 |
300.00 |
3,900.00 |
|
|
|
|
| 711-01-C |
riprap (30 lb, 14" thick)
|
37   |
SQYD |
54.00 |
1,998.00 |
60.00 |
2,220.00 |
|
|
|
|
| 711-01-D |
riprap (55 lb, 18" thick)
|
916   |
SQYD |
58.00 |
53,128.00 |
70.00 |
64,120.00 |
|
|
|
|
| 711-04 |
geotextile fabric
|
953   |
SQYD |
2.75 |
2,620.75 |
3.00 |
2,859.00 |
|
|
|
|
| 712-02 |
sacked concrete revetment
|
10   |
SQYD |
100.00 |
1,000.00 |
110.00 |
1,100.00 |
|
|
|
|
| 712-04 |
flexible revetment
|
15   |
SQYD |
54.00 |
810.00 |
34.00 |
510.00 |
|
|
|
|
| 713-01 |
temporary signs & barricades
|
lump |
LUMP |
120,000.00 |
120,000.00 |
20,000.00 |
20,000.00 |
|
|
|
|
| 713-04-A |
temporary pavement markings (broken line)(4" width)(4'
length) |
27.271 |
MILE |
300.00 |
8,181.30 |
400.00 |
10,908.40 |
|
|
|
|
| 713-04-B |
temporary pavement markings (broken line)(4" width)
(10' length) |
8.675 |
MILE |
200.00 |
1,735.00 |
300.00 |
2,602.50 |
|
|
|
|
| 713-05-A |
temporary pavement markings (solid line)(4" width)
|
62.467 |
MILE |
435.00 |
27,173.15 |
520.00 |
32,482.84 |
|
|
|
|
| 716-01-A |
mulch (vegetative)
|
3.00 |
ACRE |
750.00 |
2,250.00 |
850.00 |
2,550.00 |
|
|
|
|
| 717-01 |
seeding
|
405   |
LB |
7.00 |
2,835.00 |
8.00 |
3,240.00 |
|
|
|
|
| 718-01 |
fertilizer
|
9,000   |
LB |
0.35 |
3,150.00 |
0.40 |
3,600.00 |
|
|
|
|
| 720-01-A |
erosion control system, slope protection (type a)
|
30   |
SQYD |
2.50 |
75.00 |
10.00 |
300.00 |
|
|
|
|
| 721-01 |
asphalt mulch
|
22,960   |
GAL |
1.89 |
43,394.40 |
2.10 |
48,216.00 |
|
|
|
|
| 722-01 |
project site laboratory
|
1   |
EACH |
3,000.00 |
3,000.00 |
10,000.00 |
10,000.00 |
|
|
|
|
| 725-01 |
temporary detour roads
|
1,536.6 |
LNFT |
125.00 |
192,075.00 |
220.00 |
338,052.00 |
|
|
|
|
| 725-03 |
temporary detour bridging
|
80.00 |
LNFT |
700.00 |
56,000.00 |
880.00 |
70,400.00 |
|
|
|
|
| 726-01 |
bedding material
|
15.6 |
CUYD |
100.00 |
1,560.00 |
80.00 |
1,248.00 |
|
|
|
|
| 727-01 |
mobilization
|
lump |
LUMP |
200,000.00 |
200,000.00 |
200,000.00 |
200,000.00 |
|
|
|
|
| 729-16-B |
object marker assembly (type 2)
|
5   |
EACH |
50.00 |
250.00 |
51.00 |
255.00 |
|
|
|
|
| 729-16-C |
object marker assembly (type 3)
|
10   |
EACH |
66.00 |
660.00 |
75.00 |
750.00 |
|
|
|
|
| 731-02 |
reflectorized raised pavement markers
|
1,214   |
EACH |
5.00 |
6,070.00 |
5.00 |
6,070.00 |
|
|
|
|
| 732-02-A |
plastic pavement striping (solid line) (4" width)
|
31.713 |
MILE |
1,875.00 |
59,461.88 |
2,300.00 |
72,939.90 |
|
|
|
|
| 732-03-A |
plastic pavement striping (broken line)(4" width)
|
4.238 |
MILE |
650.00 |
2,754.70 |
750.00 |
3,178.50 |
|
|
|
|
| 735-01 |
mailboxes
|
66   |
EACH |
1.00 |
66.00 |
10.00 |
660.00 |
|
|
|
|
| 735-02 |
mailbox supports (single)
|
58   |
EACH |
125.00 |
7,250.00 |
150.00 |
8,700.00 |
|
|
|
|
| 735-03 |
mailbox supports (double)
|
8   |
EACH |
175.00 |
1,400.00 |
185.00 |
1,480.00 |
|
|
|
|
| 740-01 |
construction layout
|
lump |
LUMP |
12,500.00 |
12,500.00 |
40,000.00 |
40,000.00 |
|
|
|
|
| 744-01 |
traffic control management
|
lump |
LUMP |
6,000.00 |
6,000.00 |
35,000.00 |
35,000.00 |
|
|
|
|
| 804-01-B |
precast concrete piles (14")
|
2,240   |
LNFT |
38.00 |
85,120.00 |
42.00 |
94,080.00 |
|
|
|
|
| 804-12 |
loading permanent piles
|
1   |
EACH |
1.00 |
1.00 |
100.00 |
100.00 |
|
|
|
|
| 805-01-F |
class a concrete (bents)
|
52.23 |
CUYD |
450.00 |
23,503.50 |
780.00 |
40,739.40 |
|
|
|
|
| 805-03 |
class aa concrete
|
215.16 |
CUYD |
550.00 |
118,338.00 |
500.00 |
107,580.00 |
|
|
|
|
| 806-01 |
deformed reinforcing steel
|
47,792   |
LB |
0.60 |
28,675.20 |
0.70 |
33,454.40 |
|
|
|
|
| 810-01 |
concrete railing (barrier)
|
240.00 |
LNFT |
135.00 |
32,400.00 |
60.00 |
14,400.00 |
|
|
|
|
| 813-01 |
concrete approach slabs
|
364.44 |
SQYD |
150.00 |
54,666.00 |
170.00 |
61,954.80 |
|
|
|
|
| S-001 |
cement treated base course (12 in depth)
|
130,005   |
SQYD |
6.75 |
877,533.75 |
5.25 |
682,526.25 |
|
|
|
|
| S-002 |
cleaning existing ditches
|
870   |
LNFT |
4.50 |
3,915.00 |
5.00 |
4,350.00 |
|
|
|
|
| |
|
|
|
|
|
|
|
|
|
|
|
| | CONTRACTOR TOTAL |
|
|
|
4,829,059.50 |
|
4,840,147.55 |
|
|
|
|
|