|
CITY
OF LAWRENCE |
|
|
|
|
|
|
|
|
|
|
|
City Bid No. B07036 |
|
|
|
Project 09-SR4-307(C) |
|
|
|
2007 Overlay and Curb
Repair Program, Phase 1 |
|
|
BID TAB |
|
|
|
May 8, 2007 |
|
|
|
Engineer's Estimate $997,570.00 |
|
|
|
|
|
|
Kansas Heavy Construction |
R. D. Johnson Excavating |
LRM Industries, Inc. |
|
| ITEM |
DESCRIPTION |
UNITS |
QUANTITY |
UNIT PRICE |
AMOUNT |
UNIT PRICE |
AMOUNT |
UNIT PRICE |
AMOUNT |
|
| 1 |
Milling
(2") |
SY |
53,919 |
$ 1.50 |
$ 80,878.50 |
$ 1.80 |
$ 97,054.20 |
$ 1.11 |
$ 59,850.09 |
|
|
| 2 |
Asphaltic
Concrete Overlay Surface Course (2") |
TONS |
6,436 |
$
43.75 |
$ 281,575.00 |
$
43.75 |
$ 281,575.00 |
$
45.00 |
$ 289,620.00 |
|
|
| 3 |
Asphaltic
Concrete Overlay Leveling Course |
TONS |
372 |
$
43.75 |
$ 16,275.00 |
$
43.75 |
$ 16,275.00 |
$
59.00 |
$ 21,948.00 |
|
|
| 4 |
Asphaltic
Concrete Pavement Patch (full depth)* |
TONS |
205 |
$
95.00 |
$ 19,475.00 |
$
95.00 |
$ 19,475.00 |
$
100.00 |
$ 20,500.00 |
|
|
| 5 |
Concrete Pavement Patch (full
depth)* |
SY |
465 |
$
83.90 |
$ 39,013.50 |
$
62.70 |
$ 29,155.50 |
$
76.00 |
$ 35,340.00 |
|
|
| 6 |
6"
Concrete Pavement (Reinforced) |
SY |
1,310 |
$
52.80 |
$ 69,168.00 |
$
50.00 |
$ 65,500.00 |
$
46.00 |
$ 60,260.00 |
|
|
| 7 |
8"
Concrete Pavement (Reinforced) |
SY |
380 |
$
65.40 |
$ 24,852.00 |
$
59.70 |
$ 22,686.00 |
$
55.00 |
$ 20,900.00 |
|
|
| 8 |
24"
Concrete Curb & Gutter (8" toe) |
LF |
10,670 |
$
18.00 |
$ 192,060.00 |
$
17.60 |
$ 187,792.00 |
$
19.10 |
$ 203,797.00 |
|
|
| 9 |
24"
Concrete Curb & Gutter (8" toe)(Laydown) |
LF |
1,392 |
$
18.00 |
$ 25,056.00 |
$
17.60 |
$
24,499.20 |
$
19.20 |
$
26,726.40 |
|
|
| 10 |
30"
Concrete Curb & Gutter (8" toe) |
LF |
1,045 |
$
22.00 |
$ 22,990.00 |
$
19.90 |
$ 20,795.50 |
$
21.50 |
$ 22,467.50 |
|
|
| 11 |
4"
Concrete Sidewalk |
SY |
697 |
$
30.70 |
$ 21,397.90 |
$
34.20 |
$ 23,837.40 |
$
37.65 |
$ 26,242.05 |
|
|
| 12 |
Driveway
Wedges* |
SY |
757 |
$ 8.50 |
$ 6,434.50 |
$
8.80 |
$ 6,661.60 |
$
17.70 |
$ 13,398.90 |
|
|
| 13 |
Crackfilling
* |
LF |
22,265 |
|
$ - |
|
$ - |
|
$ - |
|
|
| |
a) up to 1" width |
LF |
18,900 |
$ 0.65 |
$ 12,285.00 |
$
0.70 |
$ 13,230.00 |
$
0.50 |
$ 9,450.00 |
|
|
| |
b) greater than 1" width |
LF |
3,365 |
$ 1.00 |
$ 3,365.00 |
$
1.10 |
$ 3,701.50 |
$
0.50 |
$ 1,682.50 |
|
|
| 14 |
Manhole
Adjustment |
EACH |
8 |
$
620.00 |
$ 4,960.00 |
$
400.00 |
$ 3,200.00 |
$
735.00 |
$ 5,880.00 |
|
|
| 15 |
Valve
Adjustment |
EACH |
7 |
$
260.00 |
$ 1,820.00 |
$
255.00 |
$ 1,785.00 |
$
285.00 |
$ 1,995.00 |
|
|
| 16 |
Cold
Plastic Reflectorized Pavement Marking |
|
|
|
$ - |
|
$ - |
|
$ - |
|
|
| |
a) 24" Solid White Stop Line (class A) |
LF |
41 |
$
14.40 |
$ 590.40 |
$
14.80 |
$ 606.80 |
$
14.75 |
$ 604.75 |
|
|
| |
b) 36" Solid White Crosswalk Line (class
A) |
LF |
54 |
$
18.50 |
$ 999.00 |
$
19.10 |
$ 1,031.40 |
$
19.00 |
$ 1,026.00 |
|
|
| |
c) 6" Dotted Yellow Lane Line (class B) |
LF |
14 |
$ 4.40 |
$ 61.60 |
$
4.50 |
$ 63.00 |
$
4.50 |
$ 63.00 |
|
| |
d) 6" Broken Yellow Lane Line (class B) |
LF |
280 |
$ 4.40 |
$ 1,232.00 |
$
4.50 |
$ 1,260.00 |
$
4.50 |
$ 1,260.00 |
|
| |
e) 6" Solid Yellow Lane Line (class B) |
LF |
10 |
$ 4.40 |
$ 44.00 |
$
4.50 |
$ 45.00 |
$
4.50 |
$ 45.00 |
|
| |
f) 4" Solid Double Yellow Lane Line
(class B)** |
LF |
100 |
$ 5.40 |
$ 540.00 |
$
5.60 |
$ 560.00 |
$
5.50 |
$ 550.00 |
|
| 17 |
Heat Fused Preformed
Thermoplastic Pavement Marking |
|
|
|
$ - |
|
$ - |
|
$ - |
|
| |
a) 6" Broken
Yellow Lane Line (class B) |
LF |
10 |
$
10.30 |
$ 103.00 |
$
10.60 |
$ 106.00 |
$
10.50 |
$ 105.00 |
|
| 18 |
Asphalt Test Core |
EACH |
12 |
$
60.00 |
$ 720.00 |
$
62.00 |
$ 744.00 |
$
90.00 |
$ 1,080.00 |
|
| 19 |
Temporary Surfacing* |
TONS |
400 |
$
15.50 |
$ 6,200.00 |
$
19.00 |
$ 7,600.00 |
$
23.50 |
$ 9,400.00 |
|
|
| 20 |
Seed, Fertilize,
& Mulch |
LS |
1 |
$
2,804.60 |
$ 2,804.60 |
$
9,900.00 |
$ 9,900.00 |
$
13,200.00 |
$ 13,200.00 |
|
|
| 21 |
Traffic Control |
N/A |
1 |
|
$
30,000.00 |
|
$
30,000.00 |
|
$
30,000.00 |
|
| |
TOTAL |
|
|
|
$ 864,900.00 |
|
$ 869,139.10 |
|
$ 877,391.19 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|