|
CITY
OF LAWRENCE |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
City Bid No. B09032 |
|
|
Project No. PW0906 |
|
|
W. 9th St., Iowa St. to
Tennessee St, Rehabilitation Prpject |
|
|
BID TAB |
|
|
Bid Date: June 2, 2009 |
|
|
Engineer's Estimate: $782,249.50 |
|
|
|
|
|
|
|
|
RD JOHNSON |
LRM INDUSTRIES |
BETTIS
ASPHALT |
|
|
|
|
|
|
ITEM |
DESCRIPTION |
UNIT |
QUANTITY |
UNIT PRICE |
AMOUNT |
UNIT PRICE |
AMOUNT |
UNIT PRICE |
AMOUNT |
UNIT PRICE |
AMOUNT |
UNIT PRICE |
AMOUNT |
UNIT PRICE |
AMOUNT |
UNIT PRICE |
AMOUNT |
UNIT PRICE |
AMOUNT |
|
|
Section 1 - W 9th St, Iowa St to Tennessee St (9th & Avalon
Intersection Quantities Not Included) |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
1 |
Milling
(2") |
SY |
29,187 |
$ 1.55 |
$ 45,239.85 |
$ 1.37 |
$ 39,986.19 |
$ 1.45 |
$ 42,321.15 |
|
$ - |
|
$ - |
|
$ - |
|
$ - |
|
$ - |
|
2 |
Asphaltic
Concrete Overlay Surface Course (2") |
TONS |
3,503 |
$ 51.00 |
$ 178,653.00 |
$ 59.75 |
$ 209,304.25 |
$ 61.50 |
$ 215,434.50 |
|
$ - |
|
$ - |
|
$ - |
|
$ - |
|
$ - |
|
3 |
Asphaltic
Concrete Overlay Leveling Course * |
TONS |
402 |
$ 53.50 |
$ 21,507.00 |
$ 63.00 |
$ 25,326.00 |
$ 61.50 |
$ 24,723.00 |
|
$ - |
|
$ - |
|
$ - |
|
$ - |
|
$ - |
|
4 |
Asphalt
Pavement Patch * |
TONS |
150 |
$ 105.00 |
$ 15,750.00 |
$ 103.00 |
$ 15,450.00 |
$ 205.00 |
$ 30,750.00 |
|
$ - |
|
$ - |
|
$ - |
|
$ - |
|
$ - |
|
5 |
Concrete
Pavement Patch * |
SY |
600 |
$ 59.00 |
$ 35,400.00 |
$ 73.50 |
$ 44,100.00 |
$ 68.55 |
$ 41,130.00 |
|
$ - |
|
$ - |
|
$ - |
|
$ - |
|
$ - |
|
6 |
8"
Concrete Pavement (Reinforced)(HE) |
SY |
727 |
$ 59.00 |
$ 42,893.00 |
$ 68.80 |
$
50,017.60 |
$ 82.00 |
$ 59,614.00 |
|
$ - |
|
$ - |
|
$ - |
|
$ - |
|
$ - |
|
7 |
24"
Concrete Curb and Gutter (Type CG-1 & CG-3 Typ.) |
LF |
7,300 |
$ 18.40 |
$ 134,320.00 |
$ 18.90 |
$ 137,970.00 |
$ 23.00 |
$ 167,900.00 |
|
$ - |
|
$ - |
|
$ - |
|
$ - |
|
$ - |
|
8 |
Concrete
Sidewalk (4") |
SY |
476 |
$ 35.00 |
$ 16,660.00 |
$ 37.40 |
$ 17,802.40 |
$ 47.25 |
$ 22,491.00 |
|
$ - |
|
$ - |
|
$ - |
|
$ - |
|
$ - |
|
9 |
Level
and Relay Brick Sidewalk |
SY |
45 |
$ 80.00 |
$ 3,600.00 |
$ 80.00 |
$ 3,600.00 |
$ 160.00 |
$ 7,200.00 |
|
$ - |
|
$ - |
|
$ - |
|
$ - |
|
$ - |
|
10 |
Concrete
Access Ramp |
EACH |
28 |
$ 950.00 |
$ 26,600.00 |
$ 630.00 |
$ 17,640.00 |
$ 1,390.00 |
$ 38,920.00 |
|
$ - |
|
$ - |
|
$ - |
|
$ - |
|
$ - |
|
11 |
Manhole
Adjustment |
EACH |
29 |
$ 475.00 |
$ 13,775.00 |
$ 490.00 |
$ 14,210.00 |
$ 880.00 |
$ 25,520.00 |
|
$ - |
|
$ - |
|
$ - |
|
$ - |
|
$ - |
|
12 |
Valve
Adjustment |
EACH |
19 |
$ 175.00 |
$ 3,325.00 |
$ 230.00 |
$ 4,370.00 |
$ 725.00 |
$ 13,775.00 |
|
$ - |
|
$ - |
|
$ - |
|
$ - |
|
$ - |
|
13 |
Cold
Plastic Reflectorized Pavement Marking |
|
|
|
$ - |
|
$ - |
|
$ - |
|
$ - |
|
$ - |
|
$ - |
|
$ - |
|
$ - |
|
|
a) 6" Dotted White Extension Line |
LF |
308 |
$ 4.38 |
$ 1,349.04 |
$ 3.80 |
$ 1,170.40 |
$ 4.15 |
$ 1,278.20 |
|
$ - |
|
$ - |
|
$ - |
|
$ - |
|
$ - |
|
|
b) 6" Broken White Lane Line |
LF |
1,590 |
$ 4.38 |
$ 6,964.20 |
$ 3.80 |
$ 6,042.00 |
$ 4.15 |
$ 6,598.50 |
|
$ - |
|
$ - |
|
$ - |
|
$ - |
|
$ - |
|
|
c) 6" Solid White Channelization Line |
LF |
850 |
$ 4.38 |
$ 3,723.00 |
$ 3.80 |
$ 3,230.00 |
$ 4.15 |
$ 3,527.50 |
|
$ - |
|
$ - |
|
$ - |
|
$ - |
|
$ - |
|
|
d) 24" Solid White Stop Line |
LF |
250 |
$ 9.60 |
$ 2,400.00 |
$ 8.30 |
$ 2,075.00 |
$ 9.10 |
$ 2,275.00 |
|
$ - |
|
$ - |
|
$ - |
|
$ - |
|
$ - |
|
|
e) 36" Solid White Crosswalk Line |
LF |
495 |
$ 14.40 |
$ 7,128.00 |
$ 12.00 |
$ 5,940.00 |
$ 14.00 |
$ 6,930.00 |
|
$ - |
|
$ - |
|
$ - |
|
$ - |
|
$ - |
|
|
f) Left Turn Lane Use Arrow |
EACH |
7 |
$ 282.00 |
$ 1,974.00 |
$ 240.00 |
$ 1,680.00 |
$ 267.00 |
$ 1,869.00 |
|
$ - |
|
$ - |
|
$ - |
|
$ - |
|
$ - |
|
|
g) Right Turn Lane Use Arrow |
EACH |
5 |
$ 282.00 |
$ 1,410.00 |
$ 240.00 |
$ 1,200.00 |
$ 267.00 |
$ 1,335.00 |
|
$ - |
|
$ - |
|
$ - |
|
$ - |
|
$ - |
|
|
h) Lane Reduction Arrow |
EACH |
2 |
$ 1,080.00 |
$ 2,160.00 |
$ 900.00 |
$ 1,800.00 |
$ 1,025.00 |
$ 2,050.00 |
|
$ - |
|
$ - |
|
$ - |
|
$ - |
|
$ - |
|
|
i) 4" Solid Double Yellow Lane Line ** |
LF |
4,674 |
$ 4.86 |
$ 22,715.64 |
$ 4.20 |
$ 19,630.80 |
$ 4.60 |
$
21,500.40 |
|
$ - |
|
$ - |
|
$ - |
|
$ - |
|
$ - |
|
|
j) 12" Solid Yellow Diagonal Line |
LF |
101 |
$ 7.20 |
$ 727.20 |
$ 6.00 |
$ 606.00 |
$ 7.00 |
$ 707.00 |
|
$ - |
|
$ - |
|
$ - |
|
$ - |
|
$ - |
|
14 |
Traffic
Signal Loop |
EACH |
9 |
$ 1,350.00 |
$ 12,150.00 |
$ 1,275.00 |
$ 11,475.00 |
$ 1,675.00 |
$ 15,075.00 |
|
$ - |
|
$ - |
|
$ - |
|
$ - |
|
$ - |
|
15 |
Temporary Surfacing * |
TONS |
200 |
$ 20.00 |
$ 4,000.00 |
$ 21.50 |
$ 4,300.00 |
$ 22.70 |
$ 4,540.00 |
|
$ - |
|
$ - |
|
$ - |
|
$ - |
|
$ - |
|
16 |
Seeding, Fertilizing,
and Mulching |
LS |
1 |
FREE |
FREE |
$ 6,000.00 |
$ 6,000.00 |
$ 6,650.00 |
$ 6,650.00 |
|
$ - |
|
$ - |
|
$ - |
|
$ - |
|
$ - |
|
Total
Section 1 |
|
$ 604,423.93 |
|
$ 644,925.64 |
|
$ 764,114.25 |
|
$ - |
|
$ - |
|
$ - |
|
$ - |
|
$ - |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Section 2 - 9th St & Avalon Rd Intersection Geometric/Safety
Improvements |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
1 |
Sawcut and
Removal of Existing Pavement |
SY |
334 |
$ 11.00 |
$ 3,674.00 |
$ 7.00 |
$ 2,338.00 |
$ 29.00 |
$ 9,686.00 |
|
$ - |
|
$ - |
|
$ - |
|
$ - |
|
$ - |
|
2 |
Sawcut
and Removal of Existing Sidewalk |
SY |
193 |
$ 9.00 |
$ 1,737.00 |
$ 3.20 |
$ 617.60 |
$ 17.00 |
$ 3,281.00 |
|
$ - |
|
$ - |
|
$ - |
|
$ - |
|
$ - |
|
3 |
Earthwork |
LS |
1 |
|
$ - |
$ 3,825.00 |
$ 3,825.00 |
$ 695.00 |
$ 695.00 |
|
$ - |
|
$ - |
|
$ - |
|
$ - |
|
$ - |
|
4 |
Milling
(2") |
SY |
1,034 |
$ 1.55 |
$ 1,602.70 |
$ 1.37 |
$ 1,416.58 |
$ 1.45 |
$ 1,499.30 |
|
$ - |
|
$ - |
|
$ - |
|
$ - |
|
$ - |
|
5 |
Asphaltic
Concrete Overlay Surface Course (2") |
TONS |
135 |
$ 51.00 |
$ 6,885.00 |
$ 59.75 |
$ 8,066.25 |
$ 61.50 |
$ 8,302.50 |
|
$ - |
|
$ - |
|
$ - |
|
$ - |
|
$ - |
|
6 |
8"
Concrete Pavement (Reinforced)(HE) |
SY |
344 |
$ 59.00 |
$ 20,296.00 |
$ 60.00 |
$ 20,640.00 |
$ 82.00 |
$ 28,208.00 |
|
$ - |
|
$ - |
|
$ - |
|
$ - |
|
$ - |
|
7 |
7"
Concrete Pavement (Base Course) |
SY |
175 |
$ 58.00 |
$ 10,150.00 |
$ 48.00 |
$ 8,400.00 |
$ 64.00 |
$ 11,200.00 |
|
$ - |
|
$ - |
|
$ - |
|
$ - |
|
$ - |
|
8 |
24"
Concrete Curb and Gutter (Type CG-1 & CG-3 Typ.) |
LF |
759 |
$ 18.40 |
$ 13,965.60 |
$ 18.90 |
$ 14,345.10 |
$ 23.00 |
$ 17,457.00 |
|
$ - |
|
$ - |
|
$ - |
|
$ - |
|
$ - |
|
9 |
Concrete
Sidewalk (4") |
SY |
202 |
$ 35.00 |
$ 7,070.00 |
$ 37.40 |
$ 7,554.80 |
$ 47.25 |
$ 9,544.50 |
|
$ - |
|
$ - |
|
$ - |
|
$ - |
|
$ - |
|
10 |
Concrete
Access Ramp |
EACH |
2 |
$ 950.00 |
$ 1,900.00 |
$ 630.00 |
$ 1,260.00 |
$ 1,390.00 |
$ 2,780.00 |
|
$ - |
|
$ - |
|
$ - |
|
$ - |
|
$ - |
|
11 |
Manhole
Adjustment |
EACH |
3 |
$ 475.00 |
$ 1,425.00 |
$ 490.00 |
$ 1,470.00 |
$ 880.00 |
$ 2,640.00 |
|
$ - |
|
$ - |
|
$ - |
|
$ - |
|
$ - |
|
12 |
Valve
Adjustment |
EACH |
2 |
$ 175.00 |
$ 350.00 |
$ 230.00 |
$ 460.00 |
$ 725.00 |
$ 1,450.00 |
|
$ - |
|
$ - |
|
$ - |
|
$ - |
|
$ - |
|
13 |
Cold
Plastic Reflectorized Pavement Marking |
|
|
FREE |
FREE |
|
$ - |
|
$ - |
|
$ - |
|
$ - |
|
$ - |
|
$ - |
|
$ - |
|
|
a) Left Turn Lane Use Arrow |
EACH |
2 |
$ 282.00 |
$ 564.00 |
$ 240.00 |
$ 480.00 |
$ 267.00 |
$ 534.00 |
|
$ - |
|
$ - |
|
$ - |
|
$ - |
|
$ - |
|
|
b) 4" Broken Yellow Lane Line |
LF |
60 |
$ 2.46 |
$ 147.60 |
$ 2.10 |
$ 126.00 |
$ 2.50 |
$ 150.00 |
|
$ - |
|
$ - |
|
$ - |
|
$ - |
|
$ - |
|
|
c) 4" Solid Yellow Lane Line |
LF |
606 |
$ 2.46 |
$ 1,490.76 |
$ 2.10 |
$ 1,272.60 |
$ 2.50 |
$ 1,515.00 |
|
$ - |
|
$ - |
|
$ - |
|
$ - |
|
$ - |
|
|
d) 12" Solid Yellow Diagonal Line |
LF |
18 |
$ 7.20 |
$ 129.60 |
$ 6.20 |
$ 111.60 |
$ 7.00 |
$ 126.00 |
|
$ - |
|
$ - |
|
$ - |
|
$ - |
|
$ - |
|
14 |
Temporary Surfacing * |
TONS |
20 |
$ 20.00 |
$ 400.00 |
$ 21.50 |
$ 430.00 |
$ 22.70 |
$ 454.00 |
|
$ - |
|
$ - |
|
$ - |
|
$ - |
|
$ - |
|
15 |
Seeding, Fertilizing,
and Mulching |
LS |
1 |
$ 500.00 |
$ 500.00 |
$ 700.00 |
$ 700.00 |
$ 685.00 |
$ 685.00 |
|
$ - |
|
$ - |
|
$ - |
|
$ - |
|
$ - |
|
16 |
Contractor Staking |
LS |
1 |
$ 1,500.00 |
$ 1,500.00 |
$ 1,550.00 |
$ 1,550.00 |
$ 1,705.00 |
$ 1,705.00 |
|
$ - |
|
$ - |
|
$ - |
|
$ - |
|
$ - |
|
Total Section 2 |
|
$ 73,787.26 |
|
$ 75,063.53 |
|
$ 101,912.30 |
|
$ - |
|
$ - |
|
$ - |
|
$ - |
|
$ - |
|
|
GRAND
TOTAL OF SECTIONS 1 THRU 2 |
|
$ 678,211.19 |
|
$ 719,989.17 |
|
$ 866,026.55 |
|
$ - |
|
$ - |
|
$ - |
|
$ - |
|
$ - |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|