HomeMy WebLinkAbout6.g. Receive Feasibility Report/Order Project/Authorize Plans and Specification-Biscayne Point 5th Addition Street & Utility Improvements, City Project #367i
CITY OF ROSEMOUNT
EXECUTIVE SUMMARY FOR ACTION
CITY COUNCIL MEETING DATE: May 20, 2003
AGENDA ITEM: Receive Feasibility Report/Order Project/Authorize
AGENDA SECTION:
Plans and Specifications- Biscayne Pointe 5 th Addition Street & Utility
Consent
Improvements, City Project #367
PREPARED BY: Andrew J. Brotzler, P.E., City Engineer
AGENffEM a
ATTACHMENTS: Resolution, Feasibility Report
APPROVED BY:
Attached please find a copy of the Feasibility Report for the Biscayne Pointe 5 th Addition Street and Utility
Improvements, City Project #367. This report addresses the construction of streets and utilities within the
Biscayne Pointe 5 th Addition, along with the estimated costs and proposed funding. The Feasibility Report
includes the remaining individual area within the Biscayne Pointe development to address the infrastructure
needs and impacts on a regional basis.
At this time there is an approved plat and Subdivision Agreement for the Biscayne Pointe 5 th Addition. The
developer, Heritage Development, has deposited required funds with the City. The improvements proposed will
begin in the fall of 2003 or spring of 2004, depending on the status of the Connemara Trail Phase II construction
proj ect.
RECOMMENDED ACTION: A RESOLUTION RECEIVING THE FEASIBILITY REPORT,
APPROVING THE PROJECT AND ORDERING THE PLANS AND SPECIFICATIONS FOR THE
BISCAYNE POINTE 5 STREET & UTILITY IMPROVEMENTS, CITY PROJECT #367
COUNCIL ACTION:
M
CITY OF ROSEMOUNT
DAKOTA COUNTY, MINNESOTA
RESOLUTION 2003 -
A RESOLUTION RECEIVING THE FEASIBILITY REPORT, APPROVING
THE PROJECT AND ORDERING THE PLANS AND SPECIFICATIONS FOR
FOR THE BISCAYNE POINTE 5 STREET & UTILITY IMPROVEMENTS
CITY PROJECT #367
WHEREAS, pursuant to the resolutions of the Council adopted on April 3, 2003, a report has been
prepared by the City Engineer with reference to the improvement of Biscayne Pointe 5 th Addition Street
and Utility Improvements, City Project #367, and
WHEREAS, the report provides information regarding whether the proposed project is necessary, cost -
effective, and feasible.
NOW THEREFORE BE IT RESOLVED BY THE CITY COUNCIL OF ROSEMOUNT,
MINNESOTA:
The Council receives the Feasibility Report and places it on file
2. The Council approves the project referred to as Biscayne Pointe 5 th Addition Street and Utility
Improvements, City Project 4367, within the Feasibility Report.
3. The City Engineer is hereby ordered to prepare plans and specifications for the making of such
improvements.
ADOPTED this 20 day of May, 2003.
William H. Droste, Mayor
ATTEST:
Linda Jentink, City Clerk
Motion by:
Seconded by:
Voted in favor:
Voted against:
FEASIBILITY REPORT
BISCAYNE POINTE FIFTH ADDITION
STREET AND UTILITY IMPROVEMENTS
AND APPURTENANT WORK
CITY PROJECT NO. 367
FOR THE
CITY OF ROSEMOUNT, MINNESOTA
May 20, 2003
Prepared By:
WSB & Associates, Inc.
4150 Olson Memorial. Highway, Suite 300
Minneapolis, MN 55422
(763) 541 -4800
(763) 541 -1700 (Fax)
Feasibility Report
Biscayne Pointe Fifth Addition Street and
Utility Improvements and Appurtenant Work
City Project No. 367
Rosemount, Minnesota
WSB Project No. 1514 -00
1 A
W
& Associates, Inc.
4150 Olson'
Memorial Highway
Suite 300
Minneapolis'
' Minnesota
55422
' 763.541 , 4800
763-541 FAX
May 20, 2003
Honorable Mayor and City Council
City of Rosemount
2875- 145` Street West
Rosemount, MN 55068 -4997
Re: Feasibility Report
Biscayne Pointe Fifth Addition
Street and Utility Improvements and Appurtenant Work
City Project No. 367
WSB Project No. 1514 -00
Dear Mayor and City Council Members:
Transmitted herewith is a feasibility report which addresses street and utility improvements
for the Biscayne Pointe Fifth Addition.
We would be happy to discuss this report with you at your convenience. Please don't
hesitate to contact me at (763) 541 -4800 if you have any questions regarding this report.
Sincerely,
WSB & Associates, Inc.
*%d 94"
Mark A. Erichson, P.E.
Project Manager
Enclosure
lh/sb
Minneapolis - St. Cloud Equal Opportunity Employer
CERTIFICATION
I hereby certify that this plan, specification or report was prepared by
me or under my direct supervision and that I am a duly Licensed
Professional Engineer under the laws of the State of Minnesota.
Date: May 20, 2003
Mark A. Erichson, P.E.
Feasibility Report
Biscayne Pointe Fifth Addition Street and
Utility Improvements and Appurtenant Work
City Project No. 367
Rosemount, Minnesota
WSB Project No. 1514 -00
Lic. No. 40886
u
TABLE OF CONTENTS
TITLE SHEET
LETTER OF TRANSMITTAL
CERTIFICATION SHEET
TABLE OF CONTENTS
1.
EXECUTIVE SUMMARY .................................................................. ..............................1
2 .
INTRODUCTION ............................................................................... ............................... 2
2.1 Authorization .............................................................................. ..............................2
2.2 Scope .......................................................................................... ..............................2
2.3 Data Available ........................................................................... ............................... 2
3.
GENERAL BACKGROUND ............................................................. ............................... 3
3.1 Project Location (Figure 1) ........................................................ ..............................3
3.2 Existing Conditions ................................................................... ............................... 3
4.
PROPOSED IMPROVEMENTS ...................................................... ............................... 4
4.1 Street (Figure 2) ........................................................................ ............................... 4
4.2 Storm Sewer (Figure 2) ............................................................. ............................... 4
4.3 Watermain (Figure 2) ................................................................ ............................... 4
4.4 Sanitary Sewer (Figure 2) ......................................................... ............................... 4
4.5 Sidewalk/Pathway (Figure 2) .................................................... ............................... 5
4.6 Private Utilities /Street Lights .................................................... ............................... 5
4.7 Permits / Approvals ...................................................................... ..............................5
4.8 Right- of- Way/Easements .......................................................... ............................... 5
5 .
FINANCING ......................................................................................... ..............................6
5.1 Opinion of Cost ......................................................................... ............................... 6
5.2 Funding ..................................................................................... ............................... 6
6 .
PROJECT SCHEDULE ...................................................................... ..............................7
7.
FEASIBILITY AND RECOMMENDATION .................................. ............................... 8
Appendix A
Figures
Appendix B
Opinion of Probable Cost
Feasibility Report
Biscayne Pointe Fifth Addition Street and
Utility Improvements and Appurtenant Work
City Project No. 367
Rosemount, Minnesota
WSB Project No. 1514 -00
1. EXECUTIVE SUMMARY
This report is specifically written to address issues related to the development of Biscayne Pointe
Fifth Addition. A map showing the project location is shown on Figure 1.
The proposed improvements include the construction of city streets that consist of modified
' surmountable curb and gutter and concrete sidewalk. Utility improvements include the
construction of lateral water lateral storm sewer, and lateral sanitary sewer.
Ci
L'
The project cost for the street and utility improvements is estimated at $723,000, which includes
a 10% contingency and 30% indirect costs. The project will be financed by Heritage
Development. The grading has been completed as part of the Biscayne Pointe Fourth Addition
grading plan.
The majority of the improvements for the Fifth Addition, including the first lift of bituminous
pavement and all restoration items, will be completed in 2004.
This project is feasible, necessary, and cost - effective from an engineering standpoint and should
be constructed as proposed herein.
Feasibility Report
Biscayne Pointe Fifth Addition Street and
Utility Improvements and Appurtenant Work
City Project No. 367
Rosemount, Minnesota
WSB Project No. 1514 -00
Page 1
r
2. INTRODUCTION
2.1 Authorization
On April 3, 2003, the Rosemount City Council authorized the preparation of a Feasibility Report
to address development - related infrastructure costs attributed to the Biscayne Pointe Fifth
Addition Street and Utility Construction project. This project has been designated as City
Project No. 367.
The Biscayne Pointe developer, Heritage Development, will be funding all costs associated with
the Fifth Addition.
' 2.2 Scope
This report addresses the construction of street and utility improvements necessary for the
' development of the Biscayne Pointe residential development located north of future Connemara
Trail, east of Biscayne Avenue, south of County Road 38, and west of Akron Avenue.
' The proposed improvements include construction of streets and lateral storm sewer, watermain,
and sanitary sewer systems. Site grading has already been completed privately, as part of the
Biscayne Pointe Fourth Addition project.
2.3 Data Available
Information and materials used in the preparation of this report include the following:
' ■ City of Rosemount Record Plans for adjoining properties
■ Site Topography by WSB & Associates, Inc., January and February, 2002
■ City of Rosemount Stormwater Management Plan
' ■ City of Rosemount Topography Maps for Adjoining Properties
■ City of Rosemount Water Supply and Distribution Plan
■ Recorded Plat information for Biscayne Pointe Fifth Addition prepared by Probe
Engineering
■ As -built Grading Plans for Biscayne Pointe Fifth Addition prepared by Probe
Engineering
1
Feasibility Report
Biscayne Pointe Fifth Addition Street and
Utility Improvements and Appurtenant Work
City Project No. 367
Rosemount, Minnesota
WSB Project No. 1514 -00
Page 2
L
3. GENERAL BACKGROUND
3.1 Project Location (Figure 1)
The project is located within the Biscayne Pointe development, which is bordered by Biscayne
Pointe Fourth Addition and future Connemara Trail on the south, Biscayne Avenue to the west
and County Road 38 to the north.
3.2 Existing Conditions
The terrain within the project area is generally rolling hills. The grading has been completed
privately during the grading operation of Biscayne Pointe Fourth Addition. Currently, there is a
stockpile of select granular on -site that the developer will remove before construction begins.
' The project area is currently served by the Rosemount Water System. The system adjacent to the
property, in Biscayne Pointe Fourth Addition, consists of 8 -inch DIP watermain along
Birchwood Avenue.
' Sanitary sewer is present in Biscayne Fourth Addition and connects to an existing 30 -inch RCP
MCES trunk line that is south of the project area.
1
Page 3
Feasibility Report
Biscayne Pointe Fifth Addition Street and
Utility Improvements and Appurtenant Work
City Project No. 367
Rosemount, Minnesota
WSB Project No. 1514 -00
Page 3
4. PROPOSED IMPROVEMENTS
C �
4.1 Street (Figure 2)
City streets within the Biscayne Pointe Fifth Addition will be constructed during this project.
The streets included as part of the project are the extension of Birchwood Avenue, Birnamwood
Trail, and 136 Street.
These streets are proposed to be constructed with a width of 32 feet face -to -face with modified
`S' (surmountable) concrete curb and gutter. Along all proposed streets will be a 5 -foot concrete
sidewalk on one side of the street with the exception of 136 Street. It is proposed to have a 5-
foot concrete sidewalk on both sides of 136 Street.
The pavement section will be designed to accommodate a 9 -ton axle load, and will consist of
approximately 4 inches of bituminous and 8 inches of Class 5 aggregate base over a sand base.
The design of the pavement section may vary slightly, depending on existing soil conditions.
4.2 Storm Sewer (Figure 2)
The storm sewer improvements include the construction of lateral storm sewer to serve the road
right -of way, pond outlets, as well as the remainder of the Biscayne development. Lateral storm
sewers will be constructed in accordance with State Aid standards and be designed for a 10 -year
rainfall event.
Stormwater will be routed in a manner consistent with Rosemount's Comprehensive Stormwater
Management Plan. The development contains a pretreatment basin in the southwest corner of
the development that is eventually routed to a regional pond that was constructed as part of the
Biscayne Pointe Fourth Addition.
4.3 Watermain (Figure 2)
Water service will be extended from the existing Rosemount Water System that is in the
Biscayne Pointe Fourth Addition and proposed Connemara Trail Phase 2 project. These
proposed improvements are in accordance with the Rosemount Water Supply and Distribution
Plan. Eight -inch watermain will be extended throughout the development, constructed at each
roadway intersection, and as needed for looping to allow for water service throughout the
proposed Biscayne Pointe Fifth development. Watermain will be stubbed to the north, east, and
west for future connections. Fire hydrants will be installed along city streets in accordance with
City Standards.
4.4 Sanitary Sewer (Figure 2)
Sanitary sewer service for the Biscayne Pointe Fifth Addition development will be provided by
the Metropolitan Council Environmental Services (MCES) trunk line. Eight -inch sanitary sewer
will be connected to existing sanitary sewer stubs from the Biscayne Pointe Fourth Addition and
will be constructed at roadway intersections and as needed to allow for sanitary sewer service
Feasibility Report
Biscayne Pointe Fifth Addition Street and
Utility Improvements and Appurtenant Work
City Project No. 367
Rosemount, Minnesota
WSB Project No. 1514 -00
Page 4
throughout the proposed Biscayne Pointe Fifth Addition development. The proposed sanitary
sewer will be installed at minimum grade for future service to the north and west of the project
site.
The entire development area will discharge into the Metropolitan Council Environmental
Services (MCES) Rosemount Wastewater Treatment Facility.
4.5 Sidewalk/Pathway (Figure 2)
A 5 -foot wide concrete sidewalk is proposed to be constructed along all city streets throughout
the entire development.
4.6 Private Utilities /Street Lights
Electrical service to the development area will be provided by Dakota Electric Association,
phone service will be provided by Frontier Communications, and gas service by Aquila. Street
lights for the streets will be incorporated into the project and paid for by the developer.
4.7 Permits /Approvals
Permits will be required for this project from the Minnesota Department of Health for the
watermain extensions and the Minnesota Pollution Control Agency (MPCA) for the sanitary
sewer extensions. The final plat requires approval by the Dakota County Plat Commission and
Board of Commissioners.
4.8 Right- of- Way/Easements
' The developer, as part of the final plat, will dedicate the proposed street right -of -way and all
necessary easements across the proposed Biscayne Pointe Fifth Addition development. The
majority of the proposed improvements will be located within the proposed rights -of -way or
easements.
1
' Feasibility Report
Biscayne Pointe Fifth Addition Street and
Utility Improvements and Appurtenant Work
City Project No. 367
Rosemount, Minnesota
WSB Project No. 1514 -00 Page 5
5. FINANCING
5.1 Opinion of Cost
A detailed Opinion of Cost can be found in Appendix B of this report. Each schedule is detailed
separately. The Opinion of Cost incorporates 2003 construction costs and includes a 10%
contingency factor and all related indirect costs. The indirect costs are estimated at 30% and
include legal, engineering, administrative, and financing items. The summary of the project cost
is as follows:
Biscayne Pointe Fifth Addition Cost Summary
SCHEDULE
TOTAL
Schedule A — Surface Improvements
................. . ............. __.._ ...... --- .._ ............... _.. - - - ...... -- -- .................... _ .... ..... _ ........... ---- ...................... _ ... __._..__
$
_._^............... ....
354,400
---.._.._ ... ......_.............
Schedule B — Sanitary Sewer
$
._............ _ ... _............
120,400
Schedule C — Watermain
$
124,900
Schedule D — Storm Sewer
$
123,300
TOTAL PROJECT COST
! $
723,000
5.2 Funding
The developer, Heritage Development, will fund the entire project.
Feasibility Report
Biscayne Pointe Fifth Addition Street and
Utility Improvements and Appurtenant Work
City Project No. 367
Rosemount, Minnesota
WSB Project No. 1514 -00
Page 6
6. PROJECT SCHEDULE
The proposed project schedule is as follows:
Order Feasibility Report ............................................................... ............................... April 3, 2003
Receive Feasibility Report/Order Plans and Specifications ........ ............................... May 20, 2003
Approve Plans and Specifications ................................................ ............................... July 15, 2003
Receive Bids /Award Contract .............. ............................... ...........................Fall 2003 /Spring 2004
Begin Construction .............................. ............................... ...........................Fall 2003 /Spring 2004
Substantial Completion ....................................................................... ............................... Fall 2004
Commencement of Biscayne Pointe Fifth Addition is depending on the completion of the
Connemara Trail Phase 2 Project to accommodate access to the project site. Construction traffic
will not be allowed through the Biscayne Pointe Fourth Addition. Any delays associated with
developer - related decisions will require the extension of the above -noted schedule.
Feasibility Report
Biscayne Pointe Fifth Addition Street and
Utility Improvements and Appurtenant Work
City Project No. 367
Rosemount, Minnesota
WSB Project No. 1514 -00
Page 7
7. FEASIBILITY AND RECOMMENDATION
City Project No. 367 consists of the construction of street, sanitary sewer, watermain, storm
sewer, and appurtenant work as necessary to construct Biscayne Pointe Fifth Addition.
It is the recommendation of WSB & Associates, Inc. that City Project No. 367 is feasible,
necessary, and cost - effective from an engineering standpoint. We recommend construction of
the proposed improvements as detailed in this report.
Feasibility Report
Biscayne Pointe Fifth Addition Street and
Utility Improvements and Appurtenant Work
City Project No. 367
Rosemount, Minnesota
WSB Project No. 1514 -00
Page 8
1
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BISCAVNE POINTE WSB Project No. 01514 -02 Date: April 24, 2003
- 4150 Olson Memonal 300 5TH A D DT I O N City Project No 367
WSB Minneapolis, MN 55422 Street &Utility Construction Figure Number
JQ 763541 -4800
&Associates. fix.
FAX 763 - 1700 and Appurtenant Work
Rosemount, Minnesota
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- — - -- `
BISCAYNE POINTE WSB Project No. 01514 -02 Date: April 24, 2003
- 4150 Olson Memorial 300 5TH A D D T I O N City Project No 367
WSB Minneapolis, MN 55422 Street &Utility Construction Figure Number
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and Appurtenant Work
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APPENDIX B
Opinion of Probable Cost
Feasibility Report
Biscayne Pointe Fifth Addition Street and
Utility Improvements and Appurtenant Work
City Project No. 367
Rosemount, Minnesota
WSB Project No. 1514 -00
1
t
w
Proposal Form
WSB Project. Biscayne Pointe Fifth Addition Design By: AAA
Project Location: Rosemount, Minnesota Checked By:
WSB Project No: 01514 -00 Date: 5/9/2003
Line
No.
MN/DOT
S cification NO
Item
Number
Description
Unit
Unit
Price
Estimated
Total
Quantity
Estimated
Total
Cost
A. SURFACE IMPROVEMENTS
1
2021.501
A
MOBILIZATION (2% MAX)
LUMPSUM
$10,100.00
1.00
$16,100.00
2
2104.501
A
REMOVE CURB AND GUTTER
LIN FT
$4.00
30.00
$120.00
3
2104.513
A
SAWING BIT PAVEMENT (FULL DEPTH)
LIN FT
$2.00
36.00
$72.00
5
2105.522
A
SELECT GRANULAR BORROW (LV)
CU YD
$8.00
6,030.00
$48,240.00
6
2105.525
A
TOPSOIL BORROW (LV)
CU YD
$8.00
585.00
$4,680.00
7
2112.501
A
SUBGRADE PREPARATION
ROAD STA
$125.00
22.00
$2,750.00
8
2211.501
A
AGGREGATE BASE CLASS 5 (100% CRUSHED)
TON
$9.50
3,100.00
$29,450.00
9
2340.508
A
TYPE LV 3 WEARING COURSE
TON
$33.00
860.00
$28,380.00
10
2340.514
A
TYPE LV 3 NON WEARING COURSE
TON
$31.00
860.00
$26,660.00
11
2357.502
A
BITUMINOUS MATERIAL FOR TACK COAT
GALLON
$1.75
390.00
$682.50
12
2521.501
A
6" CONCRETE WALK
SQ FT
$3.00
10,670.00
$32,010.00
13
2531.502
A
CONCRETE CURB & GUTTER, DESIGN MODIFIED S
LIN FT
$8.00
4,050.00
$32,400.00
14
2545.523
A
4' NON-METALLIC CONDUIT
LIN FT
1 $7.00
140.00
$980.00
15
2554.602
A
PERMANENT BARRICADES (TYPE II)
EACH
$250.00
6.00
$1,500.00
16
2563.601
A
TRAFFIC CONTROL
LUMPSUM
$2,500.00
1.00
$2,500.00
17
2564.531
A
F &I SIGN PANELS TYPE C
SQ FT
$25.00
30.00
$750.00
18
2564.602
A
F &I SIGN PANELS TYPE D
EACH
$235.00
8.00
$1,880.00
19
2564.603
A
12" STOP LINE WHITE -POLY PREFORMED
LIN FT
$12.50
60.00
$750.00
20
2573.501
A
BALE CHECK
EACH
$6.50
21.00
$136.50
21
2573.502
A
SILT FENCE, TYPE HEAVY DUTY
LIN FT
$3.00
900.00
$2,700.00
22
2575.501
A
SEEDING (INCL TOPSOIL, PERT, MULCH, DISC ANCHOR)
ACRE
$1,000.00
2.00
$2,000.00
23
2575.505
A
SODDING TYPE LAWN
SQ YD
$2.50
5,230.00
$13,075.00
SUBTOTAL
$247,816.00
B. SANITARY SEWER
24
2451.602
B
GRANULAR FOUNDATION MATERIAL
TON
$3.00
205.00
$615.00
25
2503.602
B
CONNECT TO EXISTING SANITARY SEWER
EACH
$500.00
1.00
$500.00
26
2621.511
B
" PVC PIPE SEWER SDR 26
LIN Ft
$9.00
1,400.00
$12,600.00
27
2621.511
B
8" PVC PIPE SEWER SDR 35
LIN FT
$18.00
2,050.00
$36,900.00
28
2621.511
B
CONST 48" DIA SAN SEWER MANHOLE
LIN FT
$140.00
200.00
$28,000.00
29
2621.602
B
ICASTENG ASSEMBLY
EACH
$300.00
8.00
$2,400.00
30 12621.602
B
8" X 4" PVC WYE
EACH 1
$60.00
31.00
$1,860.00
31
DIV 2
B
TELEVISING SANITARY SEWER
LIN FT
$0.75
1,800.00
$1,350.00
SUBTOTAL
$84,225.00
C. WATERMAIN
32
2505.605
C
" POLYSTYRENE INSULATION
SQ YD
$20.00
100.00
$2,000.00
33
2611.602
C
HYDRANT
EACH
$1,600.00
4.00
$6,400.00
34
2611.602
C
CONNECT TO EXISTING WATERMAIN (8 ")
EACH
$500.00
1.00
$500.00
35
2611.602
C
6" GATE VALVE AND BOX
EACH
$500.00
4.00
$2,000.00
36
2611.602
C
8" GATE VALVE AND BOX
EACH
$700.00
6.00
$4,200.00
37
2611.602
C
1" CORPORATION STOP
EACH
$50.00
31.00
$1,550.00
38
2611.602
C
1" CURB STOP & BOX
EACH
$115.00
31.00
$3,565.00
39
2611.603
C
I" TYPE K COPPER PIPE
LIN FT
$11.00
1,650.00
$18,150.00
40
2611.603
C
6" WATER MAIN -DUCT I20N CL 52
LIN FT
$18.00
60.00
$1,080.00
41
2611.603
C
8" WATER MAIN-DUCT IRON CL 52
LIN FP
$20.00
2,220.00
$44,400.00
42
2611.620
C
DUCTILE IRON FITTINGS
POUND
$2.00
1,770.00
$3,540.00
SUBTOTAL
I
$87,385.00
P
H
I
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11
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Proposal Form
WSB Project:
Project Location:
WSB Project No:
Biscayne Pointe Fifth Addition
Rosemount, Minnesota
01514-00
Design By:
Checked By:
Date:
AAA
519/2003
Line
No.
� MN/DOT
Specification No.
item
I Numbe
Description
Unit
Unit
Price
Estimated
Total
Quantity
Estimated
Total
Cost
D. STORM SEWER
43
2451.602
D
GRANULAR FOUNDATION MATERIAL
TON
-1
$3.00
100.00
$300.00
44
2501.515
D
15" RC PIPE APRON W/ TRASH GUARD
EACH
$450.00
1.00
$450.00
45
2501.515
D
2 RC PIPE APRON W/ TRASH GUARD
EACH
$600.00
1.00
$600.00
46
2503.541
D
15" RC PIPE SEWER DESIGN 3006 CL V
LIN FT
$22.00
1,600.00
$35,200.00
47
2503.541
D
19" RC PIPE SEWER DESIGN 3006 CL IV
LIN FT
$25.00
380.00
$9,500.00
48
2503.541
D
21" RC PIPE SEWER DESIGN 3006 CL III
LIN FT
$29.00
150.00
$4,350.00
49
2503.602
D
CONNECT TO EXISTING STORM SEWER
EACH
$500.00
1.00
$500.00
50
2504.602
D
CONST DRAINAGE STRUCTURE DES G
EACH
$750.00
3.00
$2,250.00
51
2506.501
D
CONST DRAINAGE STRUCTURE DES SPECIAL (2'x3' CB)
EACH
$1,200.00
4.00
$4,800.00
52
2506.501
D
CONST DRAINAGE STRUCTURE DES 48-4020
LIN FT
$150.00
110.00
$16,500.00
53 12506.501
D
CONST DRAINAGE STRUCTURE DES 54-4020
LIN FT
$250.00
15.00
$3,750.00
54
2511.501
D
RANDOM REPRAP CL V
CU YD
$70.00
12.00
$840.00
55
2511.515
D
GEOTEXTILE FABRIC TYPE V
SQ YD
$3.00
19.00
$54.00
56
2506.516
D
CASTING ASSEMBLY
EACH
$350.00
20.00
$7,000.00
SUBTOTAL
1 $86,094.00
Project Subtotal!
+10% Contingencies
i
Subtotal! 1
+ 30% Indirect Cost I
I
i
I
Biscayne Points 5th Addition Total:
$505,500.00
$50,600.00
$556,100.00
$166,900.00
$723,000.00
I