HomeMy WebLinkAbout2.g. Biscayne Pointe 5th Addition, City Project #367CITY OF ROSEMOUNT
EXECUTIVE SUMMARY FOR DISCUSSION
COMMITTEE OF THE WHOLE
DATE: May 15, 2003
AGENDA ITEM: Biscayne Pointe 5th Addition Street and Utility Improvements, City Project No. 367
PREPARED BY: Andrew J. Brotzler, P.E., City Engineer t
AGED 2
ATTACHMENTS: Feasibility Report
APPROVE BY: '
Please find attached a feasibility report for the Biscayne Pointe 5 th Addition Street and Utility Improvements,
City Project No. 367. This report addresses proposed street and utility improvements within the Biscayne
Pointe 5 Addition subdivision, located north of Biscayne Pointe 4 th Addition and proposed Connemara Trail.
Staff will provide Council with a brief presentation of this report.
Following discussion of this item at the work session, the final report will be placed on a future Council agenda
for Council action to receive the feasibility report, order the project and authorize the preparation of plans and
specifications for the project.
RECOMMENDED ACTION NOTES: For discussion only.
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Biscayne Pointe Fifth Addition
Street and Utilit y Construction
and Appurtenant Work
Prepared for:
•
City Project No. 367
I WSB Project No. 1514 -00
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Prepared by:
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WS B
4150 Olson Memorial Highway, Suite 300
Minneapolis, MN 55422 (763) 541 -4800 &Associates, Inc.
FEASIBILITY REPORT
5
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
W S B
& Associates, Inc.
May 20, 2003
Honorable Mayor and City Council
'
City of Rosemount
2875- 145 Street West
Rosemount, MN 55068 -4997
'
Re: Feasibility Report
Y P
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
Y P Y P
for the Biscayne Pointe Fifth Addition.
We would be ha to discuss this report with you at our convenience. Please don't
PPY P Y Y
hesitate to contact me at (763) 541 -4800 if you have any questions regarding this report.
Sincerely,
WSB & Associates, Inc.
Mark A. Erichson, P.E.
Project Manager
Enclosure
lh /sb
4150 Olson
Memorial Highway
Suite 300
Minneapolis
Minnesota
55422
763-541-4800
'763.541.1700 FAX
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.
Mark A. Erichson, P.E.
Date: May 20, 2003
Quality Control Review by:
David E. Hutton, P.E.
Date: May 20, 2003
Lic. No. 40886
Lic. No. 19133
Feasibility Report
Biscayne Pointe Fifth Addition Street and
Utility Improvements and Appurtenant Work
City Project No. 367
Rosemount, Minnesota
WSB Project No. I5I4 -00
I 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 .. ...............................
4.8 Right- of- Way/Easements .......................................................... ............................... 5
'
5.
FINANCING ......................................................................................... ..............................6
5.1 Opinion of Cost ......................................................................... ............................... 6
'
6.
5.2 Funding ..................................................................................... ............................... 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 watermain, lateral storm sewer, and lateral sanitary sewer.
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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
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
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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
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.
u
Feasibility Report
Biscayne Pointe Fifth Addition Street and
Utility Improvements and Appurtenant Work
City Project No. 367
Rosemount, Minnesota
WSB Project No. 1514 -00
Paae 3
4. PROPOSED IMPROVEMENTS
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
Pace 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.
Feasibility Report
Biscayne Pointe Fifth Addition Street and
Utility Improvements and Appurtenant Work
City Project No. 367
Rosemount, Minnesota
WSB Project No. I5I4 -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
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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
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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
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P roject Location
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BISCAYNE POINTE WSB Project No. 01514-02 Date: April 24, 2003
4150 Olson Memorial Hhway City Project No.367
A Suite ig 300 5TH ADDTION
WSB Minneapolis, MN 55422 Street &Utility Construction Figure Number
763-541-4800
1 and Appurtenant Work
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LEGEND: — - - —
I - PROPOSED WATERMAIN_ -- - -- I - - -- -_ - - -- I -'" I
-> PROPOSED STORM SEWER CONNEMARA TRAIL
— > PROPOSED SANITARY SEWER
PROPOSED STREET CONSTRUCTION
BISCAYNE POINTE WSB Project No. 01514 -02 Date: April 24, 2003
- 4150 Olson Memora Sui it te300 5TH ADDTION CityProjedNa.367
W SB Minneapolis, MN 55422 Street &Utility Construction Figure Number
763541-0806
— FAX 763541 -1706 and Appurtenant or
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LEGEND: — - - —
I - PROPOSED WATERMAIN_ -- - -- I - - -- -_ - - -- I -'" I
-> PROPOSED STORM SEWER CONNEMARA TRAIL
— > PROPOSED SANITARY SEWER
PROPOSED STREET CONSTRUCTION
BISCAYNE POINTE WSB Project No. 01514 -02 Date: April 24, 2003
- 4150 Olson Memora Sui it te300 5TH ADDTION CityProjedNa.367
W SB Minneapolis, MN 55422 Street &Utility Construction Figure Number
763541-0806
— FAX 763541 -1706 and Appurtenant or
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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
Proposal Form
,2•: h ?'j '�, .. .Y Mi. y ,. Y ,$#� , .t a ..r, ,i..,, , •.:..`� % .
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 pecification 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
$16,100.00
2
2104.501
A
REMOVE CURB AND GUTTER
LIN FT
$4.00
$120.00
3
2104.513
A
SAWING BIT PAVEMENT (FULL DEPTH)
LIN FT
$2.00
F6,030.00
$72.00
5
2105.522
A
SELECT GRANULAR BORROW (LV)
CU YD
$8.00
$48,240.00
6
2105.525
A
OPSOIL BORROW (LV)
CU YD
$8.00
$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
$7.00
140.00
$980.00
15
2554.602
A
PERMANENT BARRICADES (TYPE III)
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
BALECHECK
EACH
$6.50
21.00
$136.50
21
2573.502
A
SILT FENCE, TYPE HEAVY DUTY
LIN Fr
$3.00
900.00
$2,700.00
22
2575.501
A
SEEDING (INCL TOPSOIL, FERT, MULCH, DISC ANCHOR)
ACRE
$1,000.00
2.00
$2,000.00
23
2575.505
A 11SODDING
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
4" 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 Fr
$18.00
2,050.00
$36,900.00
28
2621.511
B
CONST 48" DIA SAN SEWER MANHOLE
LIN Fr
$140.00
200.00
$28,000.00
29
2621.602
B
CASTING ASSEMBLY
EACH
$300.00
8.00
$2,400.00
30
2621.602
B
8" X 4" PVC WYE
EACH
$60.00
31.00
$1,860.00
31
DIV 2
B
TELEVISING SANITARY SEWER
LIN Fr
$0.75
1,800.00
$1,350.00
SUBTOTAL
$84,225.00
C. WATERMAIN
32
2505.605
C
4" 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
I" CORPORATION STOP
EACH
$50.00 31.00
$1,550.00
38
2611.602
C
I" CURB STOP & BOX
EACH
$115.00 31.00
$3,565.00
39
2611.603
C
1" TYPE K COPPER PIPE
LIN Fr
$11.00 1,650.00
$18,150.00
40
2611.603
C
"WATER MAIN-DUCT IRON CL 52
LIN FT
$18.00 60.00
$1,080.00
41
2611.603
C
8" WATER MAIN -DUCT IRON CL 52
LIN Fr
$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
$87,385.00
n
Proposal Form tt V .r;,«+..
WSB Project: Biscayne Pointe Fifth Addition
Project Location: Rosemount, Minnesota
WSB Project No: 01514 -00
Design By:
Checked By:
Date:
AAA
5/9/2003
Line
No.
MN/DOT
Specification No.
Item
Number
Description
Unit
Unit
Price
Estimated
Total
Quantity
Estimated
Total
Cost
D. STORM SEWER
43
2451.602
D
GRANULAR FOUNDATION MATERIAL
TON
$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
21" 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
18" 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
2506.501
D
CONST DRAINAGE STRUCTURE DES 54 -4020
LIN FT
$250.00
15.00
$3,750.00
54
2511.501
D
RANDOM RIPRAP CL V
CU YD
$70.00
12.00
$840.00
55
2511.515
D
GEOTEXTILE FABRIC TYPE V
SQ YD
$3.00
18.00
$54.00
56
2506.516
CASTING ASSEMBLY
EACH
$350.00
20.00
$7,W0.00
SUBTOTAL
$86,094.00
Project Subtotal;
+ 10% Contingencies!
Subtotal;
I
+30 % Indirect Cost l
Biscayne Pointe 5th Addition Total;
J
$505,500.00
$50,600.00
$556,100.00
$166,900.00
$723,000.00