| |
|
| DBE GOAL FED |
| Lead Project: 010-01-0021 |
| Parish: NATCHITOCHES |
| Routes: US 71 |
| Description: JCT. US 84 - JCT. LA 480 |
Type Const:
grading, cold planing, pavement patching, class ii bc, cement treated bc, lime treatment,
superpave asphaltic concrte overlay, asphaltic surface treatment & related work. |
|
| Item Number |
Item Description |
Quantity |
Unit of Measure |
- 1 - MADDEN CONTRACTING CO., INC. |
|
|
|
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
| 202-01 |
removal of structures & obstructions
|
lump |
LUMP |
1,000.00 |
1,000.00 |
|
|
|
|
|
|
| 202-02-D |
removal of concrete walks & drives
|
60   |
SQYD |
40.00 |
2,400.00 |
|
|
|
|
|
|
| 202-02-I |
removal of surfacing
|
23,417   |
SQYD |
7.65 |
179,140.05 |
|
|
|
|
|
|
| 203-01 |
general excavation
|
7,806   |
CUYD |
7.25 |
56,593.50 |
|
|
|
|
|
|
| 203-08 |
borrow (vehicular measurement)
|
50   |
CUYD |
20.00 |
1,000.00 |
|
|
|
|
|
|
| 302-02-E |
class ii base course (18" thick)
|
23,416.7 |
SQYD |
29.40 |
688,450.98 |
|
|
|
|
|
|
| 304-01 |
lime
|
281.17 |
TON |
125.00 |
35,146.25 |
|
|
|
|
|
|
| 304-03-D |
lime treatment (type c) (12" thick)
|
9,405   |
SQYD |
2.00 |
18,810.00 |
|
|
|
|
|
|
| 502-01 |
superpave asphaltic concrete
|
11,789.9 |
TON |
52.70 |
621,327.73 |
|
|
|
|
|
|
| 502-03 |
superpave asphaltic concrete (6" thick)
|
23,417   |
SQYD |
22.65 |
530,395.05 |
|
|
|
|
|
|
| 507-01-B |
asphaltic surface treatment (2 applications)
|
65,106   |
SQYD |
2.07 |
134,769.42 |
|
|
|
|
|
|
| 509-01 |
cold planing asphaltic pavement
|
93,667   |
SQYD |
0.97 |
90,856.99 |
|
|
|
|
|
|
| 509-02 |
contractor retained reclaimed asphaltic pavement
|
- 1,951   |
CUYD |
1.00 |
- 1,951.00 |
|
|
|
|
|
|
| 701-10-I |
reinforced concrete pipe (extension)(24")
|
8   |
LNFT |
150.00 |
1,200.00 |
|
|
|
|
|
|
| 701-15 |
concrete collar
|
1   |
EACH |
750.00 |
750.00 |
|
|
|
|
|
|
| 713-01 |
temporary signs & barricades
|
lump |
LUMP |
35,000.00 |
35,000.00 |
|
|
|
|
|
|
| 713-04-A |
temporary pavement markings (broken line)(4" width)(4'
length) |
13.305 |
MILE |
263.50 |
3,505.86 |
|
|
|
|
|
|
| 713-04-B |
temporary pavement markings (broken line)(4" width)
(10' length) |
12.871 |
MILE |
1.00 |
12.87 |
|
|
|
|
|
|
| 713-05-A |
temporary pavement markings (solid line)(4" width)
|
28.420 |
MILE |
1.00 |
28.42 |
|
|
|
|
|
|
| 720-01-A |
erosion control system, slope protection (type a)
|
100   |
SQYD |
5.00 |
500.00 |
|
|
|
|
|
|
| 722-01 |
project site laboratory
|
1   |
EACH |
2,500.00 |
2,500.00 |
|
|
|
|
|
|
| 724-01-B |
pavement patching (12" minimum thickness)
|
800   |
SQYD |
64.00 |
51,200.00 |
|
|
|
|
|
|
| 724-01-C |
pavement patching (10" minimum thickness)
|
600   |
SQYD |
40.20 |
24,120.00 |
|
|
|
|
|
|
| 724-03 |
pavement joint repair
|
540.0 |
TON |
245.00 |
132,300.00 |
|
|
|
|
|
|
| 726-01 |
bedding material
|
2.5 |
CUYD |
100.00 |
250.00 |
|
|
|
|
|
|
| 727-01 |
mobilization
|
lump |
LUMP |
35,000.00 |
35,000.00 |
|
|
|
|
|
|
| 729-16-B |
object marker assembly (type 2)
|
1   |
EACH |
100.00 |
100.00 |
|
|
|
|
|
|
| 731-02 |
reflectorized raised pavement markers
|
879   |
EACH |
4.25 |
3,735.75 |
|
|
|
|
|
|
| 732-02-A |
plastic pavement striping (solid line) (4" width)
|
14.210 |
MILE |
1,750.00 |
24,867.50 |
|
|
|
|
|
|
| 732-03-A |
plastic pavement striping (broken line)(4" width)
|
6.436 |
MILE |
600.00 |
3,861.60 |
|
|
|
|
|
|
| 735-01 |
mailboxes
|
12   |
EACH |
1.00 |
12.00 |
|
|
|
|
|
|
| 735-02 |
mailbox supports (single)
|
12   |
EACH |
125.00 |
1,500.00 |
|
|
|
|
|
|
| 739-01 |
hydro-seeding
|
2.42 |
ACRE |
1,500.00 |
3,630.00 |
|
|
|
|
|
|
| 740-01 |
construction layout
|
lump |
LUMP |
20,000.00 |
20,000.00 |
|
|
|
|
|
|
| S-001 |
cement treated base course (12 in depth)
|
9,405   |
SQYD |
7.65 |
71,948.25 |
|
|
|
|
|
|
| S-002 |
geotextile fabric
|
46,838   |
SQYD |
1.56 |
73,067.28 |
|
|
|
|
|
|
| S-003 |
radar traffic sensor and recorder system
|
1   |
EACH |
28,000.00 |
28,000.00 |
|
|
|
|
|
|
| |
|
|
|
|
|
|
|
|
|
|
|
| | CONTRACTOR TOTAL |
|
|
|
2,875,028.50 |
|
|
|
|
|
|
|