HomeMy Public PortalAboutExhibit MSD 77G - 13033 Cost Estimate[Project Name: 1
MSD Project No.:
Study Area:
Mark Twain 1/1 Reduction (Patterson Rd and Myrtle Dr)
12343
Mark Twain
A. Project Information and Background
[Tier Designation: 1
[unding Category:
Priority Points:
Tier 2
1
Sanitary Sewer Overflow
r Service Area:
Watershed:
Municipality:
Coldwater Creek
Coldwater Creek
Coldwater Creek
New Sewer
Sewer Rehabilitation
Tunnel
Storage Facility
21 I
Does Project remove CSO-SSO:
If yes, List ref. No(s):
Problem Summary:
Excessive III.
Solution Summary:
Rehabilitate approximately 200 feet of 8-inch sewer. Perform 6 service lateral connection repairs. Repair 2
mainline defects and 9 cross or parallel connections. Rehabilitate 1 manhole. Perform private Ill reduction
for 1 property.
Model Summary:
Based on the HYDRA model (Level 1 run), only a very small portion of the Mark Twain Study Area was
modeled, and it had a >10-yr LOS.
General Discussion
(Discussion of pertinent aspects not elsewhere addressed (potential constructability issues, right of way concerns, background info
from other sources, modifications(s) from original scope, permit considerations, utility conflicts, special features, etc.).)
B. Construction and Project Costs
1. Construction Costs
New Sewer
Sewer Rehabilitation
Tunnel
Special Feature
Storage Facility
Pump Station and Forcemain
Public VI Reduction (Sewers)
Public VI Reduction (Manholes)
Private VI Reduction
Projected Vi Reduction
Totals =
Category
Construction Cost
$0
$19,104
so
10
$0
$o
$223,000
S1,870
$8,500
$0
$252,474
Construction
Contingency
$5,731
$0
s0
$0
so I
$88,900
$561
$2,550
$0
$75,742
oject Costs —
Engineering (New Sewer)
Engineering (Sewer Rehab)
Engineering (Tunnel)
Engineering (Special Feature)
Engineering (Storage Facility)
Engineering (Pump Station and Forcemain)
Engineering (Public VI Reduction)
Private VI Property Review
Engineering (Projected V1 Reduction)
IAdditional Private II Design Costs
Excessive Utility Conflict
Land Acquisition
Cost Estimate Year
Total Construction
Cost
50
$24,835
$a
so
$0
$289,900
$2,431
$11,050
$0
$328,216
Pump Station
Public 111 Reduction
Private Ill Reduction
Special Feature
resent Worth
PW)
50
$24,835
so
$0
50
$289,900
$8,581
$11,050
$0
$334,387
Cost Basis er
Percent of New Sewer Total Construction Cost
Percent of Sewer Rehab Total Construction Cost
Percent of tunnel Total Construction Cost
Percent of Special Feature Total Construction Cost
Percent of Storage Facility Total Construction Cost
Percent of Pump Station Total Construction Cost
Percent of Public VI Reduction Total Construction Cost
No. of Impacted Parcels at $ 2,000 per Parcel
i
Percent of Projected VI Reduction Total Construction Cost
2013
MEI
25%
10%
25%
30%
30%
30%
15%
$2.000
20%
Additional Project Cost =
Conceptual Project Capital Cost:
Conceptual Project Net Present Worth:
Extendea Cost
$o
$2,484
$0
$a
$0
$0
$43,850
$2,000
$0
$o
$0
$48,333
$377,000
$383,000
Report Printed 24Mar-14
APPENDIX E
E-59
Z;y
Mark Twain
I/1 Study Area
,�:
APPENDIX E
N
b_
REHABILITATE APPROXIMATELY 200 FEET OF 8-INCH SEWER. PERFORM 6 SERVICE LATERAL
CONNECTION REPAIRS. REPAIR 2 MAINLINE DEFECTS AND 9 CROSS OR PARALLEL CONNECTIONS.
REHABILITATE 1 MANHOLE. PERFORM PRIVATE 111 REDUCTION FOR 1 PROPERTY.
e
xel0 250 500
IThaEigli Feet
S'4 .
Legend
Existing Constructed SSO Outfall
Removed Constructed SSO Outfall
CIPP Liner - Proposed (Sanitary)
I/I Study Area
I/1 Reduction Area
CLIENT CONFIDENTIAL DOCUMENT.
DISTRIBUTION OUTSIDE JACOBS OR APPROVED
o SUBCONSULTANTS IS FORBIDDEN.
W i �
Sheet
1 of 1
SKETCH ILLUSTRATES PROJECT SCOPE ONLY
ALIGNMENT AND FINAL DIMENSIONS MAY
CHANGE IN FINAL DESIGN
Coldwater Creek Service Area
Coldwater Creek Watershed
Mark Twain I/1 Reduction
(Patterson Rd and Myrtle Dr)
Project Definition Exhibit
MSD Project Number
12343
Record ID Number
Basemaps
01/14
06K, 07J, 07K
E.60
LProject Name:
1 MSD Project No.:
LStudy Area:
Daniel Boone I/1 Reduction (Shackelford Rd and Mullanphy Ln)
Service Area: f
(-Watershed:
12143
Daniel Boone
[-Municipality:
Coldwater Creek
Coldwater Creek
Coldwater Creek
New Sewer
Sewer Rehabilitation
Tunnel
Storage Facility
Pump Station
Public 1/1 Reduction
Private I/1 Reduction
Special Feature
A. Project Information and Background] Priority Points:
Tier Designation: 1
Funding Category:
[Tier 2
Sanitary Sewer Overflow
Does Project remove CSO-SSO:
a
20
If yes, List ref. No(s):
Problem Summary:
Excessive I/1.
Solution Summary:
Construct approximately 40 feet of 8 to 18-inch sanitary sewer and appurtenances. Rehabilitate
approximately 9,100 feet of 8 to 21-inch sewer. Perform 4 point repairs and 124 service lateral connection
repairs. Repair 6 mainline defects and 3 cross or parallel connections. Rehabilitate 36 manholes. Perform
private I/1 reduction for 2 properties.
Model Summary:
Based on the HYDRA model (Level 1 run), most laterals in the Daniel Boone Study Area have greater than
10-yr LOS, although one lateral has Tess than 2-yr capacity.
General Discussion
(Discussion of pertinent aspects not elsewhere addressed (potential constructability issues, right of way concerns, background info
from other sources, modifications(s) from original scope, permit considerations, utility conflicts, special features, etc.).)
[ B. Construction and Project Costs
1. Construction Costs
Category
Construction Cost
New Sewer
Sewer Rehabilitation
$11,530
$686,823
Tunnel
Special Feature
Storage Facility
Pump Station and Forcemain
Public VI Reduction (Sewers)
Public VI Reduction (Manholes)
Private I/1 Reduction
Projected VI Reduction
Totals =
$0
SO
SO
L
$165,000
$67,320
$20,100
SO
$950,773
Construction
Contingency
Total Construction
Cost
$3,459
$206,047
$0
so 1
S0
$49,500
S20,196
$6,030
$0
$14,989
$892,870
$D
SO
S0
$214,500
$87,516
$26,130
SO
$285,232
$1,236,005
2. Additional Project Costs
Net PresentWorih
(NPW)
$14,989
$892,870
SO
50
$0
SO
$214,500
$308,931
$26,130
S0
$1,457,420
Item
Cost Basis or Description
Engineering (New Sewer)
Engineering (Sewer Rehab)
Engineering (Tunnel)
Engineering (Special Feature)
Engineering (Storage Facility)
Engineering (Pump Station and Forcemaln)
Engineering (Public V1 Reduction)
Private VI Property Review
Engineering (Projected VI Reduction)
Additional Private II Design Costs
Excessive Utility Conflict
Land Acquisition
Cost Estimate Year-1
Percent of New Sewer Total Construction Cost
Percent of Sewer Rehab Total Construction Cost
Percent of Tunnel Total Construction Cost
Percent of Special Feature Total Construction Cost
Percent of Storage Facility Total Construction Cost
Percent of Pump Station Total Construction Cost
Percent of Public VI Reduction Total Construction Cost
No. of Impacted Parcels at $ 2,000 per Parcel
2
Percent of Projected VI Reduction Total Construction Cost
Private V1 Additional Design Costs
2013
25%
10%
25%
30%
30%
30%
15%
$2,000
20%
Additional Project Cost =
Extended Cost
$3,747
$89,287
SO
$0
$0
S45,302
$4,000
$0
$665,500
$0
$0
$807,837
Conceptual Project Capital Cost:
Conceptual Project Net Present Worth:
$2,044,000
L $2,265,000
Report Printed 24-Mar-14
APPENDIX E
E-25
PERMERE
07 K2-054S
<ay,
yF <
\H�
/T HOLLOW CT
0.0814,
APPENDIX E
CONSTRUCT APPROXIMATELY 40 FEET OF 8 TO 18-INCH SANITARY SEWER AND APPURTENANCES.
REHABILITATE APPROXIMATELY 9,100 FEET OF 8 TO 21-INCH SEWER. PERFORM 4 POINT REPAIRS AND
124 SERVICE LATERAL CONNECTION REPAIRS. REPAIR 6 MAINLINE DEFECTS AND 3 CROSS OR PARALLEL
CONNECTIONS. REHABILITATE 36 MANHOLES. PERFORM PRIVATE I/I REDUCTION FOR 2 PROPERTIES.
450 900
Feet
Sheet
ith
4,
q�
ti SHAO
ter
,DAWNVIEW_CT
te"FO"
{ RAN
4
Legend
Existing Constructed SSO Outfall
Removed Constructed SSO Outfall
Proposed Sanitary Sewer
I/1 Study Area
I/1 Reduction Area
CLIENT CONFIDENTIAL DOCUMENT.
DISTRIBUTION OUTSIDE JACOBS OR APPROVED
SUBCONSULTANTS IS FORBIDDEN.
SKETCH ILLUSTRATES PROJECT SCOPE ONLY
ALIGNMENT AND FINAL DIMENSIONS MAY
CHANGE IN FINAL DESIGN
F
Coldwater Creek Service Area
Coldwater Creek Watershed
Daniel Boone VI Reduction
(Shackelford Rd and Mullanphy Ln)
Project Definition Exhibit
MSD Project Number
12143
Date
01/14
Record ID Number Basemaps
1 of 1 _ 06K, 07K
E-26