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CITY OF LAWRENCE - City Bid No.
08001 |
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Project Nos. 45-GI5-905(BD) and 35-GI1-704(BD) |
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Eastbound Right Turn
Lane, Geometric & Waterline Improvements
Westbound Left Turn Lane, State Highway Improvements |
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BID TAB |
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Bid Date: February 12, 2008 - Engineer's Estimate: $304,355.00 |
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LRM Industries, Inc. |
R. D. Johnson Excavating
Co. |
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| ITEM |
DESCRIPTION |
UNIT |
QUANTITY |
UNIT PRICE |
AMOUNT |
UNIT PRICE |
AMOUNT |
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SECTION
1 - K-10 AND O'CONNELL ROAD - EASTBOUND RIGHT TURN LANE |
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| 1 |
Clearing &
Grubbing |
L.S. |
1 |
$2,300.00 |
$ 2,300.00 |
$
13,250.00 |
$ 13,250.00 |
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| 2 |
Unclassified
Excavation |
C.Y. |
1,600 |
$
9.00 |
$ 14,400.00 |
$ 9.00 |
$ 14,400.00 |
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| 3 |
Compaction of
Earthwork |
C.Y. |
150 |
$
4.00 |
$ 600.00 |
$ 6.00 |
$ 900.00 |
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| 4 |
2" Asphalt
Surface Course - KDOT BM-2 (SP)* |
TON |
210 |
$
51.00 |
$ 10,710.00 |
$
48.50 |
$ 10,185.00 |
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| 5 |
6" -
10" Asphalt Base Course - KDOT BM-2B* |
TON |
900 |
$
49.00 |
$ 44,100.00 |
$
44.50 |
$ 40,050.00 |
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| 6 |
24" Wide
Petrotac Strip Membrane |
S.Y. |
186 |
$
20.00 |
$ 3,720.00 |
$
16.95 |
$ 3,152.70 |
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| 7 |
Type AA (MR-5-5)
Compaction |
C.Y. |
1,040 |
$
5.00 |
$ 5,200.00 |
$ 6.00 |
$ 6,240.00 |
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| 8 |
6" Flyash
Treated Subgrade |
C.Y. |
307 |
$
24.00 |
$ 7,368.00 |
$
30.50 |
$ 9,363.50 |
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| 9 |
6" Type
CA-5 Gravel Subbase |
C.Y. |
307 |
$
26.00 |
$ 7,982.00 |
$
36.00 |
$ 11,052.00 |
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| 9a |
4" Type
CA-5 Gravel Subbase |
C.Y. |
95 |
$
26.00 |
$ 2,470.00 |
$
36.00 |
$ 3,420.00 |
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| 10 |
15" R.C.P.
Extension |
L.F. |
7 |
$
120.00 |
$ 840.00 |
$
50.00 |
$ 350.00 |
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| 11 |
15" R.C.P.
Standard End Section |
Each |
1 |
$
300.00 |
$ 300.00 |
$
465.00 |
$ 465.00 |
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| 12 |
Remove and Reset
Street Signs |
Each |
6 |
$
200.00 |
$ 1,200.00 |
$
200.00 |
$ 1,200.00 |
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| 13 |
Erosion Control |
L.S. |
1 |
$4,100.00 |
$ 4,100.00 |
$
8,900.00 |
$ 8,900.00 |
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| 14 |
Seed, Fertilize,
and Mulch |
L.S. |
1 |
$1,500.00 |
$ 1,500.00 |
$
1,000.00 |
$ 1,000.00 |
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| 15 |
Construction
Staking |
L.S. |
1 |
$3,050.00 |
$ 3,050.00 |
$
3,200.00 |
$ 3,200.00 |
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| 16 |
Traffic Control |
L.S. |
1 |
$5,000.00 |
$ 5,000.00 |
$
4,400.00 |
$ 4,400.00 |
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| 17 |
Pavement Marking
(Patterned Cold Plastic)(White)(6") |
L.F. |
1,375 |
$
3.30 |
$ 4,537.50 |
$ 3.25 |
$ 4,468.75 |
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| 18 |
Pavement Marking (Patterned Cold
Plastic)(Right Turn Arrow) |
Each |
7 |
$
225.00 |
$ 1,575.00 |
$
225.00 |
$ 1,575.00 |
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| 19 |
DELETED |
N/A |
N/A |
N/A |
N/A |
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N/A |
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| 20 |
4" x
6" Wood Post (Flat Sheet) |
L.F. |
56 |
$
6.00 |
$ 336.00 |
$ 6.00 |
$ 336.00 |
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| 21 |
4" x
6" Wood Post (Reinforced Panel) |
L.F. |
56 |
$
6.00 |
$ 336.00 |
$ 6.00 |
$ 336.00 |
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| 22 |
2 LB/FT
"U" Steel Post |
L.F. |
11 |
$
4.00 |
$ 44.00 |
$ 4.00 |
$ 44.00 |
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| 23 |
12" Ductile
Iron Waterline |
L.F. |
1,382 |
$
43.00 |
$ 59,426.00 |
$
42.00 |
$ 58,044.00 |
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| 24 |
Standard Fire
Hydrant Assembly |
Each |
2 |
$2,200.00 |
$ 4,400.00 |
$
2,175.00 |
$ 4,350.00 |
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| 25 |
Connect to
Existing Waterline |
Each |
2 |
$
750.00 |
$ 1,500.00 |
$
715.00 |
$ 1,430.00 |
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| 26 |
90° Bend and
Block |
Each |
2 |
$
250.00 |
$ 500.00 |
$
240.00 |
$ 480.00 |
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| 27 |
22.5° Bend and
Block |
Each |
1 |
$
230.00 |
$ 230.00 |
$
225.00 |
$ 225.00 |
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| 28 |
Directional Bore
or Dry Bore |
L.F. |
130 |
$
49.00 |
$ 6,370.00 |
$
48.00 |
$ 6,240.00 |
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| 29 |
12" MJ Gate
Valve, Box and Cover |
Each |
2 |
$1,400.00 |
$ 2,800.00 |
$
1,375.00 |
$ 2,750.00 |
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| 30 |
8" MJ Gate
Valve, Box and Cover |
Each |
2 |
$
750.00 |
$ 1,500.00 |
$
725.00 |
$ 1,450.00 |
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| 31 |
12" x
8" Reducer |
Each |
1 |
$
200.00 |
$ 200.00 |
$
195.00 |
$ 195.00 |
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| 32 |
12" TV Gate
Valve, Box and Cover |
Each |
1 |
$1,780.00 |
$ 1,780.00 |
$
1,745.00 |
$ 1,745.00 |
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| 33 |
12" x
12" Tapping Sleeve (Stainless) |
Each |
1 |
$1,000.00 |
$ 1,000.00 |
$
990.00 |
$ 990.00 |
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Total
Section 1 |
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$201,374.50 |
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$ 216,186.95 |
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SECTION
2 - K-10 AND O'CONNELL ROAD - WESTBOUND
LEFT TURN LANE |
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| 1 |
Clearing and Grubbing |
L.S. |
1 |
$2,490.00 |
$ 2,490.00 |
$
14,000.00 |
$ 14,000.00 |
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| 2 |
Unclassified
Excavation |
C.Y. |
990 |
$
10.50 |
$ 10,395.00 |
$ 9.00 |
$ 8,910.00 |
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| 3 |
Compaction
of Earthwork |
C.Y. |
174 |
$
4.00 |
$ 696.00 |
$ 6.00 |
$ 1,044.00 |
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| 4 |
2"
Asphalt Surface Course BM-2 (SP)* |
Ton |
247 |
$
51.00 |
$ 12,597.00 |
$
48.50 |
$ 11,979.50 |
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| 5 |
10"
Asphalt Base Course BM-2B* |
Ton |
1,206 |
$
49.00 |
$ 59,094.00 |
$
44.50 |
$ 53,667.00 |
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| 6 |
24"
Wide Petrotac Strip Membrane |
L.F. |
960 |
$
4.50 |
$ 4,320.00 |
$ 3.75 |
$ 3,600.00 |
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| 7 |
Type
AA (MR-5-5) Compaction |
C.Y. |
1,013 |
$
5.00 |
$ 5,065.00 |
$ 6.00 |
$ 6,078.00 |
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| 8 |
6"
Flyash Treated Subgrade |
C.Y. |
338 |
$
24.00 |
$ 8,112.00 |
$
30.50 |
$ 10,309.00 |
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| 9 |
6" Type CA-5 Gravel Subbase |
C.Y. |
338 |
$
26.00 |
$ 8,788.00 |
$
36.00 |
$ 12,168.00 |
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| 10 |
Type B (MR-90)
Compaction |
C.Y. |
115 |
$
3.40 |
$ 391.00 |
$ 3.00 |
$ 345.00 |
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| 11 |
KDOT
Type 1 Concrete Ditch Inlet |
Each |
1 |
$4,550.00 |
$ 4,550.00 |
$
4,400.00 |
$ 4,400.00 |
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| 12 |
15"
RCP |
L.F. |
8 |
$
65.00 |
$ 520.00 |
$
50.00 |
$ 400.00 |
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| 13 |
DELETED |
N/A |
N/A |
N/A |
N/A |
N/A |
N/A |
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| 14 |
Erosion
Control |
L.S. |
1 |
$2,700.00 |
$ 2,700.00 |
$
5,700.00 |
$ 5,700.00 |
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| 15 |
Seed,
Fertilize and Mulch |
L.S. |
1 |
$
900.00 |
$ 900.00 |
$
300.00 |
$ 300.00 |
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| 16 |
Construction
Staking |
L.S. |
1 |
$2,400.00 |
$ 2,400.00 |
$
2,500.00 |
$ 2,500.00 |
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| 17 |
Traffic
Control |
L.S. |
1 |
$5,000.00 |
$ 5,000.00 |
$
4,400.00 |
$ 4,400.00 |
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| 18 |
Pavement
Marking (4" Yellow Solid Patterned Cold Plastic) |
L.F. |
1,081 |
$
2.20 |
$ 2,378.20 |
$ 2.13 |
$ 2,302.53 |
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| 19 |
Pavement
Marking (6" White Solid Patterned Cold Plastic) |
L.F. |
720 |
$
3.30 |
$ 2,376.00 |
$ 3.25 |
$ 2,340.00 |
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| 20 |
DELETED |
N/A |
N/A |
N/A |
N/A |
N/A |
N/A |
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| 21 |
DELETED |
N/A |
N/A |
N/A |
N/A |
N/A |
N/A |
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| 22 |
Pavement
Marking (Patterned Cold Plastic Left Turn Arrow) |
Each |
10 |
$
225.00 |
$ 2,250.00 |
$
225.00 |
$ 2,250.00 |
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Total
Section 2 |
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$135,022.20 |
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$146,693.03 |
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GRAND
TOTAL OF SECTIONS 1 & 2 |
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$336,396.70 |
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$362,879.98 |
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