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| Lead Project: 287-04-0002 |
| Parish: WEBSTER, BIENVILLE |
| Routes: LA 793 |
| Description: BLACK LAKE BAYOU TO LA 154 |
Type Const:
grading, drainage structures, pavement patching, in-place cement treated base course,
superpave asphaltic concrete pavement and related work. |
| Estimated Construction Cost: $1,745,745.70 |
|
| 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 |
| 202-02-H |
removal of guard rail
|
1,659   |
LNFT |
7.00 |
11,613.00 |
|
|
|
|
|
|
| 202-02-J |
removal of asphaltic surfacing from bridge decks
|
1,537   |
SQYD |
5.00 |
7,685.00 |
|
|
|
|
|
|
| 203-07 |
borrow (vehicular measurement)
|
6,000   |
CUYD |
10.00 |
60,000.00 |
|
|
|
|
|
|
| 203-07-A |
borrow (vehicular meas.)(selected soils)
|
2,000   |
CUYD |
10.00 |
20,000.00 |
|
|
|
|
|
|
| 303-02 |
removal of existing patches
|
600   |
SQYD |
1.00 |
600.00 |
|
|
|
|
|
|
| 308-01-A |
in-place cement treated base course (12" thick)
|
62,378   |
SQYD |
7.90 |
492,786.20 |
|
|
|
|
|
|
| 401-02 |
aggregate surface course (adjusted vehicular
measurement) |
81   |
CUYD |
51.00 |
4,131.00 |
|
|
|
|
|
|
| 502-01 |
superpave asphaltic concrete
|
7,387.4 |
TON |
105.25 |
777,523.85 |
|
|
|
|
|
|
| 502-01-A |
superpave asphaltic concrete, drives, turnouts and
miscellaneous |
500.0 |
TON |
60.00 |
30,000.00 |
|
|
|
|
|
|
| 510-01-A |
pavement patching (6" minimum thickness)
|
20   |
SQYD |
35.00 |
700.00 |
|
|
|
|
|
|
| 701-08 |
relaying pipe
|
16   |
LNFT |
200.00 |
3,200.00 |
|
|
|
|
|
|
| 701-10-I |
reinforced concrete pipe (extension)(24")
|
12   |
LNFT |
220.00 |
2,640.00 |
|
|
|
|
|
|
| 701-15 |
concrete collar
|
4   |
EACH |
750.00 |
3,000.00 |
|
|
|
|
|
|
| 704-01-A |
guard rail (single thrie beam)(3'-1 1/2" post spacing)
|
300.0 |
LNFT |
50.00 |
15,000.00 |
|
|
|
|
|
|
| 704-01-B |
guard rail (single thrie beam)(6'-3" post spacing)
|
994.0 |
LNFT |
60.00 |
59,640.00 |
|
|
|
|
|
|
| 704-03 |
blocked out guard rail
|
225.0 |
LNFT |
22.00 |
4,950.00 |
|
|
|
|
|
|
| 704-11-A |
guard rail end treatment (flared)
|
12   |
EACH |
2,100.00 |
25,200.00 |
|
|
|
|
|
|
| 712-02 |
sacked concrete revetment
|
68   |
SQYD |
80.00 |
5,440.00 |
|
|
|
|
|
|
| 713-01 |
temporary signs & barricades
|
lump |
LUMP |
72,500.00 |
72,500.00 |
|
|
|
|
|
|
| 713-03-A |
temporary pavement markings (broken line)(4" width)(4'
length) |
5.259 |
MILE |
400.00 |
2,103.60 |
|
|
|
|
|
|
| 713-03-B |
temporary pavement markings (broken line)(4" width)
(10' length) |
1.809 |
MILE |
1.00 |
1.81 |
|
|
|
|
|
|
| 713-04-A |
temporary pavement markings (solid line)(4" width)
|
14.880 |
MILE |
1.00 |
14.88 |
|
|
|
|
|
|
| 716-01-A |
mulch (vegetative)
|
12.3 |
TON |
600.00 |
7,380.00 |
|
|
|
|
|
|
| 717-01 |
seeding
|
247   |
LB |
8.00 |
1,976.00 |
|
|
|
|
|
|
| 718-01 |
fertilizer
|
6,160   |
LB |
0.50 |
3,080.00 |
|
|
|
|
|
|
| 722-02 |
project site laboratory (equipped)
|
1   |
EACH |
8,500.00 |
8,500.00 |
|
|
|
|
|
|
| 727-01 |
mobilization
|
lump |
LUMP |
72,500.00 |
72,500.00 |
|
|
|
|
|
|
| 729-16-B |
object marker assembly (type 2)
|
4   |
EACH |
65.00 |
260.00 |
|
|
|
|
|
|
| 729-16-C |
object marker assembly (type 3)
|
12   |
EACH |
75.00 |
900.00 |
|
|
|
|
|
|
| 731-02 |
reflectorized raised pavement markers
|
696   |
EACH |
4.50 |
3,132.00 |
|
|
|
|
|
|
| 732-01-E |
plastic pavement striping (24" width)
|
80   |
LNFT |
3.00 |
240.00 |
|
|
|
|
|
|
| 732-02-A |
plastic pavement striping (solid line) (4" width)
|
14.880 |
MILE |
2,500.00 |
37,200.00 |
|
|
|
|
|
|
| 732-03-A |
plastic pavement striping (broken line)(4" width)
|
1.809 |
MILE |
600.00 |
1,085.40 |
|
|
|
|
|
|
| 735-01 |
mailboxes
|
12   |
EACH |
1.00 |
12.00 |
|
|
|
|
|
|
| 735-02 |
mailbox supports (single)
|
10   |
EACH |
170.00 |
1,700.00 |
|
|
|
|
|
|
| 735-03 |
mailbox supports (double)
|
1   |
EACH |
175.00 |
175.00 |
|
|
|
|
|
|
| 740-01 |
construction layout
|
lump |
LUMP |
15,000.00 |
15,000.00 |
|
|
|
|
|
|
| S-001 |
surface preparation
|
lump |
LUMP |
79,815.00 |
79,815.00 |
|
|
|
|
|
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|
|
|
|
|
|
|
|
| | CONTRACTOR TOTAL |
|
|
|
1,831,684.74 |
|
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