| Item Number |
Item Description |
Quantity |
Unit of Measure |
- 1 - BARBER BROS. CONTRACTING CO., L.L.C |
- 2 - F.G. SULLIVAN, JR. CONTRACTOR LLC |
- 3 - DIAMOND B CONSTRUCTION CO., L.L.C. |
|
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
| 202-01 |
removal of signal pole foundation (lt. of sta.
121+28.00) |
lump |
LUMP |
790.00 |
790.00 |
500.00 |
500.00 |
525.00 |
525.00 |
|
|
| 202-02-C |
removal of portland cement concrete pavement
|
169   |
SQYD |
21.00 |
3,549.00 |
15.00 |
2,535.00 |
22.00 |
3,718.00 |
|
|
| 202-02-D |
removal of concrete walks & drives
|
83   |
SQYD |
18.00 |
1,494.00 |
15.00 |
1,245.00 |
13.00 |
1,079.00 |
|
|
| 202-02-E |
removal of concrete curbs
|
1,156.0 |
LNFT |
5.50 |
6,358.00 |
5.00 |
5,780.00 |
8.00 |
9,248.00 |
|
|
| 202-02-G |
removal of surfacing & stabilized base
|
1,858.9 |
SQYD |
6.00 |
11,153.40 |
5.00 |
9,294.50 |
9.00 |
16,730.10 |
|
|
| 202-02-H |
removal of guard rail
|
130   |
LNFT |
8.00 |
1,040.00 |
5.00 |
650.00 |
6.00 |
780.00 |
|
|
| 203-08 |
borrow (vehicular measurement)
|
4,707   |
CUYD |
12.00 |
56,484.00 |
15.00 |
70,605.00 |
13.00 |
61,191.00 |
|
|
| 302-02-D |
class ii base course (12" thick) (crushed stone or
recycled pccp only) |
4,512.0 |
SQYD |
18.20 |
82,118.40 |
25.00 |
112,800.00 |
20.00 |
90,240.00 |
|
|
| 502-01 |
superpave asphaltic concrete
|
21,107.8 |
TON |
46.00 |
970,958.80 |
45.00 |
949,851.00 |
60.42 |
1,275,333.27 |
|
|
| 502-01-A |
superpave asphaltic concrete, paved drives and
turnouts |
373.1 |
TON |
91.00 |
33,952.10 |
80.00 |
29,848.00 |
120.00 |
44,772.00 |
|
|
| 509-01-A |
cold planing asphaltic pavement (2" deep)
|
40,902   |
SQYD |
1.80 |
73,623.60 |
1.00 |
40,902.00 |
1.50 |
61,353.00 |
|
|
| 509-01-B |
cold planing asphaltic pavement (2" avg. depth)
|
35,935   |
SQYD |
2.40 |
86,244.00 |
1.00 |
35,935.00 |
2.00 |
71,870.00 |
|
|
| 509-01-C |
cold planing asphaltic pavement (3" avg depth)
|
2,238   |
SQYD |
10.30 |
23,051.40 |
3.00 |
6,714.00 |
3.50 |
7,833.00 |
|
|
| 509-01-D |
cold planing asphaltic pavement (1 1/2" avg depth)
|
38,278   |
SQYD |
2.17 |
83,063.26 |
1.00 |
38,278.00 |
1.55 |
59,330.90 |
|
|
| 509-02 |
contractor retained reclaimed asphaltic pavement
|
- 2,722   |
CUYD |
FREE |
FREE |
0.10 |
- 272.20 |
0.10 |
- 272.20 |
|
|
| 602-02-A |
cleaning and resealing existing longitudinal pavement
joints |
97,516   |
LNFT |
0.55 |
53,633.80 |
0.50 |
48,758.00 |
0.50 |
48,758.00 |
|
|
| 602-02-B |
cleaning and resealing existing transverse pavement
joints |
23,774   |
LNFT |
1.95 |
46,359.30 |
1.00 |
23,774.00 |
2.00 |
47,548.00 |
|
|
| 602-03 |
cleaning and sealing random cracks
|
2,000   |
LNFT |
3.50 |
7,000.00 |
2.00 |
4,000.00 |
3.25 |
6,500.00 |
|
|
| 602-05-G-01 |
full depth patching of jointed conc pvmt (8" thick)
(16.0 sq yds & under) |
1,844.0 |
SQYD |
186.00 |
342,984.00 |
200.00 |
368,800.00 |
185.00 |
341,140.00 |
|
|
| 602-05-G-02 |
full depth patching of jointed conc pvmt (8" thick)
(16.1-48.0 sq yds) |
590.0 |
SQYD |
177.00 |
104,430.00 |
180.00 |
106,200.00 |
175.00 |
103,250.00 |
|
|
| 602-05-G-03 |
full depth patching of jointed conc pvmt (8" thick)
(48.1 sq yds & over) |
57.0 |
SQYD |
175.00 |
9,975.00 |
175.00 |
9,975.00 |
175.00 |
9,975.00 |
|
|
| 701-03-M |
storm drain pipe (36" rcp/pcp)
|
32   |
LNFT |
140.00 |
4,480.00 |
140.00 |
4,480.00 |
110.00 |
3,520.00 |
|
|
| 701-10-G |
reinforced concrete pipe (extension)(18")
|
48   |
LNFT |
105.00 |
5,040.00 |
110.00 |
5,280.00 |
55.00 |
2,640.00 |
|
|
| 701-10-I |
reinforced concrete pipe (extension)(24")
|
56   |
LNFT |
114.00 |
6,384.00 |
115.00 |
6,440.00 |
66.00 |
3,696.00 |
|
|
| 701-10-K |
reinforced concrete pipe (extension)(30")
|
80   |
LNFT |
124.00 |
9,920.00 |
125.00 |
10,000.00 |
82.00 |
6,560.00 |
|
|
| 701-10-M |
reinforced concrete pipe (extension)(36")
|
64   |
LNFT |
139.00 |
8,896.00 |
140.00 |
8,960.00 |
93.00 |
5,952.00 |
|
|
| 701-12-M |
corrugated metal pipe (extension)(36")
|
10   |
LNFT |
124.00 |
1,240.00 |
125.00 |
1,250.00 |
132.00 |
1,320.00 |
|
|
| 701-15 |
concrete collar
|
23   |
EACH |
275.00 |
6,325.00 |
300.00 |
6,900.00 |
765.00 |
17,595.00 |
|
|
| 702-03-A |
catch basins (cb-01)
|
10   |
EACH |
3,850.00 |
38,500.00 |
4,000.00 |
40,000.00 |
4,000.00 |
40,000.00 |
|
|
| 702-03-B |
catch basins (cb-02)
|
1   |
EACH |
4,100.00 |
4,100.00 |
4,000.00 |
4,000.00 |
5,500.00 |
5,500.00 |
|
|
| 702-03-C |
catch basins (cb-06)
|
1   |
EACH |
3,000.00 |
3,000.00 |
3,000.00 |
3,000.00 |
5,500.00 |
5,500.00 |
|
|
| 702-04-B |
adjusting catch basins
|
1   |
EACH |
1,650.00 |
1,650.00 |
1,700.00 |
1,700.00 |
4,000.00 |
4,000.00 |
|
|
| 702-07-A |
cross drain safety end (type 1)
|
1   |
EACH |
1,650.00 |
1,650.00 |
1,700.00 |
1,700.00 |
1,700.00 |
1,700.00 |
|
|
| 702-07-C |
cross drain safety end (type 3)
|
70   |
EACH |
2,600.00 |
182,000.00 |
2,500.00 |
175,000.00 |
2,800.00 |
196,000.00 |
|
|
| 702-07-D |
cross drain safety end (type 4)
|
1   |
EACH |
4,300.00 |
4,300.00 |
4,000.00 |
4,000.00 |
8,500.00 |
8,500.00 |
|
|
| 702-08-A |
side drain safety end (type 1)
|
8   |
EACH |
1,700.00 |
13,600.00 |
1,700.00 |
13,600.00 |
1,500.00 |
12,000.00 |
|
|
| 702-08-B |
side drain safety end (type 2)
|
7   |
EACH |
3,900.00 |
27,300.00 |
4,000.00 |
28,000.00 |
5,000.00 |
35,000.00 |
|
|
| 704-01-A |
guard rail (single thrie beam)(3'-1 1/2" post spacing)
|
519.4 |
LNFT |
33.00 |
17,140.20 |
30.00 |
15,582.00 |
43.00 |
22,334.20 |
|
|
| 704-03 |
blocked out guard rail
|
950.1 |
LNFT |
17.50 |
16,626.75 |
16.00 |
15,201.60 |
20.00 |
19,002.00 |
|
|
| 704-06-A |
guard rail anchor sections (trailing end)(single thrie
beam) |
50.4 |
LNFT |
100.00 |
5,040.00 |
87.00 |
4,384.80 |
77.00 |
3,880.80 |
|
|
| 704-11-A |
guard rail end treatment (flared)
|
1   |
EACH |
2,100.00 |
2,100.00 |
1,850.00 |
1,850.00 |
2,000.00 |
2,000.00 |
|
|
| 704-11-B |
guard rail end treatment (tangent)
|
9   |
EACH |
2,600.00 |
23,400.00 |
2,300.00 |
20,700.00 |
2,300.00 |
20,700.00 |
|
|
| 707-01 |
concrete curb
|
1,156.0 |
LNFT |
14.00 |
16,184.00 |
12.00 |
13,872.00 |
28.00 |
32,368.00 |
|
|
| 713-01 |
temporary signs & barricades
|
lump |
LUMP |
70,000.00 |
70,000.00 |
158,000.00 |
158,000.00 |
30,000.00 |
30,000.00 |
|
|
| 713-03-C |
temporary pavement markings (8" width)
|
8,010   |
LNFT |
0.35 |
2,803.50 |
0.15 |
1,201.50 |
0.33 |
2,643.30 |
|
|
| 713-03-E |
temporary pavement markings (24" width)
|
768   |
LNFT |
1.35 |
1,036.80 |
0.60 |
460.80 |
1.31 |
1,006.08 |
|
|
| 713-04-A |
temporary pavement markings (broken line)(4" width)(4'
length) |
13.356 |
MILE |
372.00 |
4,968.43 |
600.00 |
8,013.60 |
145.00 |
1,936.62 |
|
|
| 713-04-B |
temporary pavement markings (broken line)(4" width)
(10' length) |
13.356 |
MILE |
290.00 |
3,873.24 |
130.00 |
1,736.28 |
285.00 |
3,806.46 |
|
|
| 713-05-A |
temporary pavement markings (solid line)(4" width)
|
22.556 |
MILE |
550.00 |
12,405.80 |
130.00 |
2,932.28 |
500.00 |
11,278.00 |
|
|
| 713-06-A |
temporary pavement legends and symbols (arrow)
|
112   |
EACH |
60.00 |
6,720.00 |
25.00 |
2,800.00 |
60.00 |
6,720.00 |
|
|
| 713-06-C |
temporary pavement legends and symbols (only)
|
56   |
EACH |
60.00 |
3,360.00 |
25.00 |
1,400.00 |
60.00 |
3,360.00 |
|
|
| 713-06-D |
temporary pavement legends and symbols (rr crossing)
|
16   |
EACH |
250.00 |
4,000.00 |
100.00 |
1,600.00 |
240.00 |
3,840.00 |
|
|
| 724-01-A |
pavement patching (6" minimum thickness)
|
2,905   |
SQYD |
27.50 |
79,887.50 |
30.00 |
87,150.00 |
65.00 |
188,825.00 |
|
|
| 724-01-B |
pavement patching (12" minimum thickness)
|
847   |
SQYD |
65.00 |
55,055.00 |
65.00 |
55,055.00 |
77.00 |
65,219.00 |
|
|
| 726-01 |
bedding material
|
352.4 |
CUYD |
27.50 |
9,691.00 |
20.00 |
7,048.00 |
55.00 |
19,382.00 |
|
|
| 727-01 |
mobilization
|
lump |
LUMP |
100,000.00 |
100,000.00 |
233,000.00 |
233,000.00 |
100,000.00 |
100,000.00 |
|
|
| 729-16-B |
object marker assembly (type 2)
|
40   |
EACH |
55.00 |
2,200.00 |
50.00 |
2,000.00 |
72.00 |
2,880.00 |
|
|
| 729-16-C |
object marker assembly (type 3)
|
30   |
EACH |
55.00 |
1,650.00 |
50.00 |
1,500.00 |
71.00 |
2,130.00 |
|
|
| 731-02 |
reflectorized raised pavement markers
|
2,432   |
EACH |
5.50 |
13,376.00 |
6.00 |
14,592.00 |
5.35 |
13,011.20 |
|
|
| 732-01-C |
plastic pavement striping (8" width)
|
3,402   |
LNFT |
1.00 |
3,402.00 |
1.25 |
4,252.50 |
1.00 |
3,402.00 |
|
|
| 732-01-E |
plastic pavement striping (24" width)
|
612   |
LNFT |
3.25 |
1,989.00 |
4.00 |
2,448.00 |
3.00 |
1,836.00 |
|
|
| 732-02-A |
plastic pavement striping (solid line) (4" width)
|
18.400 |
MILE |
2,200.00 |
40,480.00 |
2,200.00 |
40,480.00 |
2,200.00 |
40,480.00 |
|
|
| 732-03-A |
plastic pavement striping (broken line)(4" width)
|
9.266 |
MILE |
850.00 |
7,876.10 |
1,000.00 |
9,266.00 |
800.00 |
7,412.80 |
|
|
| 732-04-A |
plastic pavement legends & symbols (arrow)
|
56   |
EACH |
140.00 |
7,840.00 |
150.00 |
8,400.00 |
136.00 |
7,616.00 |
|
|
| 732-04-C |
plastic pavement legends & symbols (only)
|
28   |
EACH |
150.00 |
4,200.00 |
150.00 |
4,200.00 |
147.00 |
4,116.00 |
|
|
| 732-04-D |
plastic pavement legends & symbols (rr crossing)
|
6   |
EACH |
500.00 |
3,000.00 |
500.00 |
3,000.00 |
500.00 |
3,000.00 |
|
|
| 735-01 |
mailboxes
|
12   |
EACH |
2.00 |
24.00 |
1.00 |
12.00 |
15.00 |
180.00 |
|
|
| 735-02 |
mailbox supports (single)
|
2   |
EACH |
125.00 |
250.00 |
135.00 |
270.00 |
200.00 |
400.00 |
|
|
| 735-03 |
mailbox supports (double)
|
2   |
EACH |
200.00 |
400.00 |
175.00 |
350.00 |
300.00 |
600.00 |
|
|
| 735-04 |
mailbox supports (multiple)
|
2   |
EACH |
300.00 |
600.00 |
300.00 |
600.00 |
500.00 |
1,000.00 |
|
|
| 736-09 |
loop detector
|
178   |
LNFT |
12.50 |
2,225.00 |
10.00 |
1,780.00 |
16.00 |
2,848.00 |
|
|
| 736-10 |
underground junction box
|
2   |
EACH |
310.00 |
620.00 |
350.00 |
700.00 |
500.00 |
1,000.00 |
|
|
| 739-01 |
hydro-seeding
|
10.00 |
ACRE |
1,000.00 |
10,000.00 |
1,000.00 |
10,000.00 |
1,000.00 |
10,000.00 |
|
|
| 740-01 |
construction layout
|
lump |
LUMP |
20,000.00 |
20,000.00 |
80,000.00 |
80,000.00 |
38,000.00 |
38,000.00 |
|
|
| S-001 |
roadway reinforcing mesh (complete road system)
|
47,348   |
SQYD |
6.15 |
291,190.20 |
6.50 |
307,762.00 |
6.00 |
284,088.00 |
|
|
| S-002 |
rumble strips (ground-in)
|
16.1 |
MILE |
850.00 |
13,685.00 |
600.00 |
9,660.00 |
815.00 |
13,121.50 |
|
|
| S-003 |
variable message sign unit
|
6   |
EACH |
13,000.00 |
78,000.00 |
10,000.00 |
60,000.00 |
6,000.00 |
36,000.00 |
|
|
| S-004 |
sawcuts in asphaltic concrete lifts
|
4,943   |
LNFT |
1.20 |
5,931.60 |
1.00 |
4,943.00 |
1.00 |
4,943.00 |
|
|
| S-005 |
sawing and sealing longitudinal joints in asphaltic
concrete overlay |
1,373   |
LNFT |
1.70 |
2,334.10 |
1.50 |
2,059.50 |
1.75 |
2,402.75 |
|
|
| S-006 |
sawing and sealing transverse joints in asphaltic
concrete overlay |
1,098   |
LNFT |
1.70 |
1,866.60 |
1.50 |
1,647.00 |
1.75 |
1,921.50 |
|
|
| S-007 |
removal of concrete catch basins
|
7   |
EACH |
250.00 |
1,750.00 |
200.00 |
1,400.00 |
1,700.00 |
11,900.00 |
|
|
| S-008 |
ditch relocation
|
2,000   |
LNFT |
5.50 |
11,000.00 |
5.00 |
10,000.00 |
10.00 |
20,000.00 |
|
|
| |
|
|
|
|
|
|
|
|
|
|
|
| | CONTRACTOR TOTAL |
|
|
|
3,276,828.88 |
|
3,393,792.16 |
|
3,662,975.28 |
|
|
|