2010-10-14_5925_GRANT_STREET_DRAINAGE_IMPROVEMENTI
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WSB Project: Grant Street Storm Sewer Repairs
Proj e ct Loc ation: CityofShorewood
City Pr No.: 10 -xx
W'SB Project No: 1459 -43
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Item
No
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I ll� I
Description
Unit
Estimated
Total
Quantity
Cn
I
Extended
Amount
I \
1
2021.501
MOBILIZATION
LUMP SUM
v
I
IQ
$
2
2104.501
r
LIN FT
C
$
$
3
I /
REMOVE BITUMINOUS PAVEMENT
/
480
/
Q
� /
2104.602
REMOVE MANHOLE
EACH
1
\
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I / EX SANITARY SEWER \
F � / 965,96
954.46
PARK' STF /EET
EX 12'31
/ n
96 3
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0 FT 20 40
OVE CATCH
IN AND INST LL
UCTURE NO. 000 INSTALL BOW
4020 AND PVC GRA E AT
€ND OF RA
961.13
E 4" D
E X SAN S
REMOVE 40 LF OF
96257 n D
EX 8" IMP
h < « « INSTALL 34 LF OF
' ° CP + 1 AP_R�N
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Proposal Farm
WSB Project: Grant Street Storm Sewer Repairs
Proj e ct Loc ation: CityofShorewood
City Pr No.: 10 -xx
W'SB Project No: 1459 -43
Design By: SGG
Date: 10/14/2010
Item
No
MNIDOT
SpeciEcation
No.
Description
Unit
Estimated
Total
Quantity
Unit Price
Extended
Amount
Grant ant Street Sto Sewer Repairs
1
2021.501
MOBILIZATION
LUMP SUM
1
$
$
2
2104.501
REMOVE STORM SEWER
LIN FT
40
$
$
3
2104.503
REMOVE BITUMINOUS PAVEMENT
SO FT
480
$
$
4
2104.602
REMOVE MANHOLE
EACH
1
$
$
5
2104.602
SALVAGE & REINSTALL CASTING ASSEMBLY
EACH
1
$
$
6
2105.501
EXCAVATION
CU YD
12
$
$
7
2501.515
15" RC PIPE APRON
EACH
1
$
$
8
2503.511
15" RC PIPE SEWER CLASS V
LIN FT
34
$
$
9
2506.516
PVC DRAINAGE GRATE
EACH
1
$
$
10
2451.602
GRANULAR FOUNDATION AND /OR BEDDING
TON
17
$
$
11
2506.501
CONST DRAINAGE STRUCTURE DES 48 -4020
LIN FT
6
$
$
12
2511.501
RANDOM RIPRAP CLASS III
CU YD
4.4
$
$
13
2511.515
GEOTEXTILE FABRIC TYPE IV
SO YD
8.8
$
$
14
2563.601
TRAFFIC CONTROL
LUMP SUM
1
$
$
Grant Street Storm Sewer Re )airs
1 $
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964.15
48" DIA. PRECAST RCP — �
961.15W
961
958.15 SUMP
12 "MIN.
12" AGGREGATE
BASE, CLASS 5
(INCIDENTAL)
15" FES
34' -15" RCP 960.90
PRECAST CONCRETE BASE
FOR 60' DIA. STRUCTURE
PER MN /DOT 4011G
COMPACTED SUBGRADE (INCIDENTAL)
STRUCTURE NO. 5000
NOTE:
1. CONTRACTOR TO CONTACT GOPHER STATE
ONE -CALL PRIOR TO DIGGING. PROTECTION
OF EXISTING UTILITIES IS INCIDENTAL.
2. CONTRACTOR TO SELECT TRAFFIC CONTROL
BASED ON CONSTRUCTION METHODS USED.
3. MAINTAIN ACCESS TO SOUTH DRIVEWAY.
LOCATION MAP
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