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Home My WebLink About7.b. Receive Feasibility Report for Bloomfield 5th, 8th Addition Street 7 Utility Improvements/Approve Project/Order Plans & Spec's for Bloomfield 5th Addition Street & Utility Improvements, City Project #364A CITY OF ROSEMOUNT EXECUTIVE SUMMARY FOR ACTION CITY COUNCIL MEETING DATE: January 21, 2003 AGENDA ITEM: Receive Feasibility Report for Bloomfield 5"-8" AGENDA SECTION: Addition Street & Utility Improvements /Approve Project/Order Plans & Old Business Spec's - Bloomfield 5` "Addition Street & Utility Improvements, City Project 4364 PREPARED BY: Andrew J. Brotzler, P.E., City Engineer AGETM L ,, I ATTACHMENTS: Resolution, Feasibility Report APPROVED rl� Attached please find a copy of the Feasibility Report for the Bloomfield 5" - 8" Addition Street & Utility Improvements, City Project 4364. This report addresses the construction of streets and utilities within the Bloomfield development for the 5`", O 7`" and 8`" Additions, along with the estimated costs and proposed funding. The feasibility report includes the remaining individual area within the Bloomfield development to better address the infrastructure needs and impacts on a regional basis within a single development. At this time, the developer, Centex Homes, has submitted a final plat for approval for the Bloomfield 5" Addition only. Accordingly, the improvements proposed to be completed in 2003 are for the Bloomfield 5`" Addition only. As the developer submits plats for future Additions, this report will be referenced when preparing the plans and specifications for the associated improvement projects. Staff will provide a brief overview of the feasibility report. RECOMMENDED ACTION: MOTION TO ADOPT A RESOLUTION RECEIVING THE FEASIBILITY REPORT FOR THE BLOOMFIELD 5" — 8'" ADDITION STREET & UTILITY IMPROVEMENTS, APPROVING THE PROJECT AND ORDERING PLANS AND SPECIFICATIONS FOR THE BLOOMFIELD 5" ADDITION STREET & UTILITY IMPROVEMENTS, CITY PROJECT #364. COUNCIL ACTION: CITY OF ROSEMOUNT DAKOTA COUNTY, MINNESOTA RESOLUTION 2001 - A RESOLUTION RECEIVING THE FEASIBILITY REPORT FOR THE BLOOMFIELD 5 TH - 8th ADDITION STREET & UTILITY IMPROVEMENTS, APPROVING THE PROJECT AND ORDERING THE PLANS AND SPECIFICATIONS FOR FOR THE BLOOMFIELD 5 STREET & UTILITY IMPROVEMENTS CITY PROJECT #364 WHEREAS, pursuant to the resolutions of the Council adopted on December 3, 2002, a report has been prepared by the City Engineer with reference to the improvement of Bloomfield 5 th — 8 th Addition Street and Utility Improvements, City Project #364, 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 approves the project referred to as Bloomfield 5 th Addition Street and Utility Improvements, City Project #364, within the Feasibility Report. 2. The City Engineer is hereby ordered to prepare plans and specifications for the making of such improvements. ADOPTED this 21 day of January 21, 2003. William H. Droste, Mayor ATTEST: Linda Jentink, City Clerk Motion by: Seconded by: Voted in favor: Voted against: Feasibility Report 'F January 21, 2003 I Bloomfield 5th - 8th Additions Street & Utilit y I and Appurtenant Work Prepared for: City Project No. 364 WSB Project No. 2012 -502 I I I I Prepared by: i W S B 4150 Olson Memorial Highway, Suite 300 Minneapolis, MN 55422 (763) 541 -4800 & Associates, Inc. �E i FEASIBILITY REPORT BLOOMFIELD 5 TH —8 T ' ADDITIONS STREET AND UTILITY IMPROVEMENTS AND APPURTENANT WORK CITY PROJECT NO. 364 FOR THE CITY OF ROSEMOUNT, MINNESOTA January 21, 2003 Prepared By: WSB & Associates, Inc. 4150 Olson Memorial Highway, Suite 300 Minneapolis, MN 55422 (763) 541 -4800 (763) 541 -1700 (Fax) Feasibility Report Bloomfield 5 t° — 8` Additions Street and Utility Improvements and Appurtenant Work City Project No. 364 Rosemount, Minnesota WSB Project No. 2012 -50 WSB Minnesota 55422 763541.4800 763. 541.1700 FAX January 21, 2003 Honorable Mayor and City Council City of Rosemount 2875- 145 Street West Rosemount, MN 55068 -4997 Re: Feasibility Report Bloomfield 5 th —8 th Additions Street and Utility Improvements and Appurtenant Work City Project No. 364 WSB Project No. 2012 -50 Dear Mayor and City Council Members: Transmitted herewith is a feasibility report which addresses street and utility improvements for the Bloomfield 5 th —8 th Additions. 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. Ac6d-L" Mark A. Erichson, P.E. Project Manager Enclosure sb Minneapolis - St. Cloud Equal Opportunity Employer CERTIFICATION ' Feasibility Report ' I hereby certify that this plan, specification or report was prepared by Utility Improvements and Appurtenant Work me or under my direct supervision and that I am a duly Licensed City Project No. 364 Professional Engineer under the laws of the State of Minnesota. Rosemount, Minnesota WSB Project No. 2012 -50 ' Mark A. Erichson, P.E. ' Date: January 21, 2003 Lic. No. 40886 Quality Control Review b Q Y Y 1�;Vk )y 0 tio�j Bret A. Weiss, P.E. Date: January 21, 2003 Lic. No. 20753 ' Feasibility Report Bloomfield 5` — 8" ` Additions Street and Utility Improvements and Appurtenant Work City Project No. 364 ' Rosemount, Minnesota WSB Project No. 2012 -50 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 (See Figures 1 and 2) ............................................ ..............................3 3.2 Existing Conditions .......................................................................... ..............................3 4. PROPOSED IMPROVEMENTS .............................................................. ..............................4 4.1 Street (See Figures 3- 6) .................................................................... ..............................4 4.2 Storm Sewer (See Figures 3 -6) ........................................................ ..............................4 4.3 Watermain (See Figures 3 -6) ........................................................... ..............................5 ' 4.4 Sanitary Sewer See Figures 3 -6 .......................... ..............................5 4.5 Sidewalk/Pathway (See Figures 3 -6) ........................... 4.6 Private Utilities /Streetlights ............................................................ ............................... 4.7 Permits /Approvals ............................................................................ ..............................6 4.8 Right- of- Way/Easements ................................................................. ..............................6 5 . FINANCING ............................................................................................... ..............................7 5 .1 Funding .................................................... ............................... 6. PROJECT SCHEDULE ............................................................................. ..............................8 ' 7. FEASIBILITY AND RECOMMENDATION ......................................... ..............................9 ' Appendix A Figures ' Appendix B Opinion of Probable Cost Appendix C Oversizing Costs ' Feasibility Report Bloomfield 5 ' — 8 Additions Street and Utility Improvements and Appurtenant Work City Project No. 364 ' Rosemount, Minnesota WSB Project No. 2012 -50 17 ' 1. EXECUTIVE SUMMARY This report is written to address issues related to the development of the remaining Bloomfield ' development area known as Bloomfield 5 th —8 1h Additions. A map showing the project location is shown on Figures 1 and 2. ' The proposed improvements include the construction of city streets that include concrete curb and gutter, an 8 -foot bituminous pathway, and 5 -foot concrete sidewalk. Utility improvements include the construction of trunk and lateral watermain, sanitary sewer, storm sewer, and a sanitary sewer lift station. The estimated project cost for the street and utility improvements of the Bloomfield 5th Addition is $1,153,600, and $2,693,800 for Additions 6 th — 81h, which includes a 10% contingency and 30% indirect costs. The project cost of lateral improvements will be financed by the developer, Centex Homes, with costs associated with over - sizing of trunk facilities financed through the use ' of City Core Funds. The grading of the site will be completed prior to the initiation of street.and utility improvements. ' The majority of the public improvements for the 5 th Addition, including the first lift of bituminous pavement and all restoration items will be completed in 2003. At this time, there is no schedule for completion of the Bloomfield 6 th — 8th Additions. This project is feasible, necessary, and cost - effective from an engineering standpoint and should be constructed as proposed herein. ' Feasibility Report Bloomfield 5 — 8`" Additions Street and Utility Improvements and Appurtenant Work ' City Project No. 364 Rosemount, Minnesota WSB Project No. 2012 -50 Page 1 ' 2. INTRODUCTION 2.1 Authorization ' On December 3, 2002, the Rosemount City Council authorized the preparation of a Feasibility Report to address development- related infrastructure costs attributed to the Bloomfield 5` — 8' Additions Street and Utility Construction project. The 5`k' Addition has been designated as City Project No. 364. The Bloomfield developer, Centex Homes, will be funding all costs except the trunk utility over - sizing costs, which will be financed by the City Core Funds. 2.2 Scope This report addresses the construction of street and utility improvements necessary for the ' development of the Bloomfield residential development located west of Akron Avenue, north of CSAH 42, and east of Biscayne Avenue. In order to address the development issues from a regional standpoint, this report reviews the remaining area to be developed within the Bloomfield development. This report will provide a basis for the completion of the Bloomfield development in phases as final plats for each addition are approved by the City Council. The proposed improvements include construction of streets, lateral and trunk storm sewer, watermain, sanitary sewer systems, and a sanitary sewer lift station. Site grading will be completed privately prior to construction of the street and utility improvements. ' 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 ■ Preliminary Plat information for Bloomfield prepared by Westwood Professional Services, Inc. ' ■ Preliminary Grading Plans for Bloomfield prepared by Westwood Professional Services, Inc. u Feasibility Report Bloomfield 5`" — 8`" Additions Street and Utility Improvements and Appurtenant Work City Project No. 364 Rosemount, Minnesota WSB Project No. 2012 -50 Page 2 3. GENERAL BACKGROUND 3.1 Project Location (See Figures 1 and 2) The project is located within the Bloomfield development, which is bordered by CSAH 42 on the south, Bloomfield 4th Addition on the west and the Union Pacific Railroad line on the north. 3.2 Existing Conditions The terrain within the project is generally rolling terrain. The project area is currently served by the Rosemount East Water System. The water system adjacent to the property, in Bloomfield 4th Addition, consists of 16 -inch DIP watermain located along Auburn Avenue with 8 -inch laterals at proposed streets in Bloomfield 5th — 8th Additions. Sanitary sewer is located within the Bloomfield 4 Addition and connects to an existing 30 -inch RCP Metropolitan Council Environmental Services (MCES) interceptor that extends east/west through the project area. Manholes were constructed over the trunk line during the Bloomfield 4th Addition construction for the extension of laterals into the remainder of the Bloomfield Additions. There are private utilities located along CSAH 42 in the right -of -way and along the Union Pacific Railroad line. i Feasibility Report Bloomfield 5` — 8` Additions Street and Utility Improvements and Appurtenant Work City Project No. 364 Rosemount, Minnesota WSB Project No. 2012 -50 Page 3 ' 4. PROPOSED IMPROVEMENTS 4.1 Street (See Figures 3 -6) r City streets to be constructed as a part of the Bloomfield 5 th — 8 th Additions include local streets and the extension of Auburn Avenue, Connemara Trail, 140 Street West, and 142 Street West. The local streets are proposed to be constructed to a width of 32 feet face -to -face with modified `S' (surmountable) concrete curb and gutter. Auburn Avenue is proposed to be constructed to a width of 42 feet face -to -face with B -618 concrete curb and gutter and will include a 5 -foot concrete sidewalk and an 8 -foot bituminous pathway. The extension of Connemara Trail through the Bloomfield development will be completed with future phases of the development. This extension of Connemara Trail will be coordinated with the construction of a proposed overpass across the Canadian Pacific Rail line. Connemara Trail is proposed to be constructed to a width of 52 feet face -to -face with B -618 concrete curb and gutter and will include a 5 -foot concrete sidewalk and an 8 -foot bituminous pathway. A 5 -foot sidewalk will also be constructed along the following internal streets: ■ Atwater Way ■ 142 Street West ■ Autumnwood Trail ■ 140 Street West ■ Avanti Street. ' f r all streets except for Connemara T The pavement section o a s p e a rail 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. Connemara Trail will be designed for a 10 -ton axle load, and will consist of approximately 6 inches of bituminous and 6 inches of Class 5 aggregate base. All streets will be constructed over a sand base. ' 4.2 Storm Sewer See Figures 3 -6 ( g ) The proposed storm sewer improvements include the construction of trunk and lateral storm sewer to serve the road right -of way, pond outlets, as well as the remainder of the Bloomfield development. Lateral storm sewers will be constructed in accordance with State Aid standards only for Connemara Trail and will be designed for a 10 -year rainfall event. The trunk line design will incorporate the critical 100 -year event discharge rates. ' Stormwater will be routed in a manner consistent with Rosemount's Comprehensive Storm Water Management Plan (CSMP). The development contains basins #1795 in the northwest quadrant of the development and #1864 in the southeast quadrant of the development in the CSMP. The proposed development will route stormwater from basin #1795 to the southeast into basin #1864 located in the 5 th Addition on the southeast corner of the development as shown in the City CSMP. Basin #1864 will operate as a regional basin within the City's stormwater system. In the short term, Basin #1864 will not have an outlet. A monitoring plan has been Feasibility Report Bloomfield 5" — 8` Additions Street and Utility Improvements and Appurtenant Work City Project No. 364 Rosemount, Minnesota WSB Project No. 2012 -50 Page 4 ' incorporated for this basin and normal water elevations will be maintained as needed by temporary pumping. The storm sewer system from the development is anticipated to ultimately flow east to the Mississippi River. 4.3 Watermain (See Figures 3 -6) ' Water service will be extended from the existing Rosemount Water System located within the Bloomfield 4 th Addition. The proposed improvements include the extension of a 16 -inch trunk watermain along Auburn Avenue to serve properties within the development and a 16 -inch trunk watermain through the 7 th Addition to serve properties north of the development. These proposed improvements are in accordance with the Rosemount Water Supply and Distribution Plan. Eight -inch watermain will be constructed at each roadway intersection, and as needed for looping and to allow for water service throughout the proposed Bloomfield development. Fire hydrants will be installed along City streets in accordance with City Standards. 4.4 Sanitary Sewer (See Figures 3 -6) Sanitary sewer service for the Bloomfield 5 th - 8th Additions development will be provided by the Metropolitan Council Environmental Services (MCES) interceptor. A 12 -inch trunk line will be constructed during the 6t and 7 th Additions to serve the Minea property located north of the railroad tracks. Eight -inch sanitary sewer stubs will be constructed at roadway intersections and as needed to allow for sanitary sewer service throughout the proposed Bloomfield development. A lift station will be needed to serve a portion of the Bloomfield 5 th Addition and will connect to the sanitary sewer system with a 2 -inch forcemain. 4.5 Sidewalk/Pathway g (See Figures 3 -6) A 5 -foot wide concrete sidewalk and an 8 -foot wide bituminous pathway are proposed to be constructed along Connemara Trail and Auburn Avenue. A 5 -foot wide concrete sidewalk will also be constructed along the following streets: ■ Atwater Way ■ 142 Street West ■ Autumnwood Trail ■ 140 Street West ■ Avanti Street 4.6 Private Utilities /Streetlights 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. ' Streetlights for the development will be incorporated into the project and paid for by the developer. Feasibility Report Bloomfield 5`" 8 "' Additions Street and Utility Improvements and Appurtenant Work City Project No. 364 Rosemount, Minnesota WSB Project No. 2012 -50 Page 5 4.7 Permits /Approvals The anticipated permits required and the respective regulatory agencies are listed below: ' ■ Minnesota Department of Health (MDH) ................. .......Watermain ■ Minnesota Pollution Control Agency (MPCA) .....................Sanitary Sewer ■ Metropolitan Council Environmental Services (MCES) .......Sanitary Sewer The final plat requires app_ roval by the Dakota County Plat Commission and Board of Commissioners. 4.8 Right- of- Way/Easements The proposed street right -of -way and all necessary easements across the proposed Bloomfield development will be dedicated by the developer as part of the final plat. 1 I Feasibility Report Bloomfield 5` — 8` Additions Street and Utility Improvements and Appurtenant Work City Project No. 364 Rosemount, Minnesota WSB Project No. 2012 -50 Page 6 1 1 1 1 i 1 5. FINANCING Detailed Opinions of Cost can be found in Appendix B of this report. The anticipated costs for each addition are provided individually. The Opinions of Cost incorporate 2003 construction costs and include 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 costs is noted as follows: Bloomfield Development Total Bloomfield 5th Addition 1,153,600.00 Bloomfield 6th Addition $876,000.00 Bloomfield 7th Addition $740,900.00 Bloomfield 8th Addition $1 Total $3,847,400.00 5.1 Funding The funding for the lateral public improvements will be collected from the developer, Centex Homes. The Storm Sewer, Watermain, and Sanitary Sewer Core Funds will fund construction costs associated with the proposed trunk over - sizing. A breakdown of the funding for the project is as follows: ■ Street and Utility Improvements Centex Homes will up front the cost of all improvements related to the construction of the Bloomfield developments. The Storm Sewer Core Fund will fund the costs associated with over - sizing a portion of the storm sewer, due to additional flows from the Keegan Lake outlet. In addition to this proposed Storm Sewer Core Funding, a credit to the Storm Trunk Area charges as part of the subdivision agreement will be calculated for construction of regional ponding by the developer. Watermain and Sanitary Sewer Core Funds will fund the watermain over- sizing on Auburn Avenue and Connemara Trail and the sanitary over - sizing to serve the Minea property. The proposed funding breakdown is as follows: .. a.tC - x+ �dtlQn . ?,-�. s� ° ^Y r.S. ..x. =�thAddl 4101 `' ', F'.. fie, Cllti4lri 8thddld t _ l s, Centex Homes $1,103,100.00 $862,200.00 $606,500.00 $1,071,700.00 $3,643,500.00 Watermain Core Fund $4,500.00 $11,800.00 $72,600.00 $5,200.00 $94,100.00 Sanitary Sewer Core Fund $2,000.00 $61,800.00 $63,800.00 Storm Sewer Core Fund $46,000.00 $46,000.00 TOTAL $1,153,600.00 $876,000.00 $740,900.00 $1,076,900.00 $3,847,400.00 Feasibility Report Bloomfield 5` — 8`" Additions Street and Utility Improvements and Appurtenant Work City Project No. 364 Rosemount, Minnesota WSB Project No. 2012 -50 Page 7 6. PROJECT SCHEDULE The proposed project schedule is as follows: Bloomfield 5 th Addition Street and Utilitv Improvements and Appurtenant Work Order Feasibility Report .................. ............................... .......................December 3, 2002 Receive Feasibility Report/Order Plans and Specifications ...................... January 21, 2003 Approve Plans and Specifications /Order Ad for Bids .... ............................... March 6, 2003 ReceiveBids ..................................................................... ............................... April 1, 2003 Award Contract ................................................................. ............................... April 3, 2003 Begin Construction ............................................................ ............................... May 1, 2003 Substantial Completion .................................................. ............................... August 1, 2003 Final Lift of Bituminous .................................................. ............................... June 15, 2004 The developer, Centex Homes, does not have immediate plans for the construction of the 6th 71h and 8 th Additions at this time. Any delays associated with developer - related decisions will require the extension of the above — noted schedule. Feasibility Report Bloomfield Y — 8`" Additions Street and Utility Improvements and Appurtenant Work City Project No. 364 Rosemount, Minnesota WSB Project No. 2012 -50 Page 8 i 7. FEASIBILITY AND RECOMMENDATION City Project No. 364 consists of the construction of street, sanitary sewer, watermain, storm sewer, and appurtenant work as necessary to construct Bloomfield 5 Addition. Bloomfield 6th — 8 Additions will be assigned City project numbers prior to construction. Incorporated into the lateral utility improvements are trunk storm sewer, sanitary sewer, and watermain improvements in accordance with the City of Rosemount's Comprehensive Plans. It is the recommendation of WSB & Associates, Inc. that City Project No. 364, along with Bloomfield 6 — 8 Additions, is feasible, necessary, and cost - effective from an engineering standpoint. We recommend construction of the proposed improvements as detailed in this report. Feasibility Report Bloomfield 5` - 8` Additions Street and Utility Improvements and Appurtenant Work City Project No. 364 Rosemount, Minnesota WSB Project No. 2012 -50 Page 9 E P 1 LLJ i Fi j E3 o a ' �` h i Q CONNEM RAT IL CO NE A I tA TRAIL ,a 11 h� 41 r ~� Z W O Q Q U W Q• Z �C L) W ®� C.S.A.H. NO.42 Project Location 0 Q V O i i 0 1000 2000 0 N E BLOOMFIELD 5TH, 6TH WS8 Project No. 02012 -501 Date: Jan 21 2003 - 4150 Olson Memorial Hi te300 7TH AND 8TH ADDITIONS City ProjectNo.364 Suite WSB Minneapolis, MN 55422 Street &Utility Construction Figure Number Q 763541 -4800 3541 -1700 and Appurtenant Work &Arsociales, /rrc. FA%76 Rosemount, Minnesota 1 1 1 1 1 1 1 1 1. 1 \NG G \F \G QP � T Q ,�� n z 1U i � \ T I li \�x VI- 142nA T EET WI % r � ; I ATWATER WAY II I -------------------- r p O.S.A.H. NO.42 • O U it BLOOMFIELD 5TH, 6TH WSB Project No. 02012.501 Date: Jan 21 , 2003 - 4150 Olson Memoria Sui it te300 7TH AND 8TH ADDITIONS City Project No,364 Iw,[B Minneapolis, MN 55422 Street &Utility Construction Figure Number rrJ 76 - 541 -4800 Associwres. r.u: �� . FAX78 and Appurtenant or 2 & � - R osemount, Minnesota � ' CD 0 Ln N Ln ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ I 0 ■/ 0 N N E EX I5 SANI INTE CONNECT WATERMA CONNECT SANITARY CONNECT WATERMA X 0 100 200 LEGEND: PROPOSED WATERMAIN -+--»— PROPOSED STORM SEWER " —'— PROPOSED SANITARY SEWER D PROPOSED STREET CONSTRUCTION BLOOMFIELD 5TH ADDITION STREET AND STORM SEWER A 4150 Olson Memorial Highway Suite 300 rr SB Minneapolis, MN 55422 - 763 - 541 -4800 R AsxncT. Inc. FAX 763-541 -1700 BLOOMFIELD 5TH, 6TH, 7TH AND 8TH ADDITIONS Street &Utility Construction and Appurtenant Work Rosemount, Minnesota WSB Project No. 02012 -501 Date: Jan 21, 2003 City Project No.364 Figure Number 3 1 i 1 1 1 1 1 1 1 1 1� t 1� I 0 1� 0 �1 _N . O N I 0 100 zoo LEGEND: PROPOSED WATERMAIN -»— «— PROPOSED STORM SEWER -• —'— PROPOSED SANITARY SEWER D PROPOSED STREET CONSTRUCTION BLOOMFIELD 6TH ADDITION STREET AND STORM SEWER A 4150 Olson Memorial Highway Suite 300 /A /[B Minneapolis, MN 55422 7 6 3-541-48 & A.rxociatee / FAX 763- 541 -1700 111119W M-111-19MAM-1:1W BLOOMFIELD 5TH, 6TH, 7TH AND 8TH ADDITIONS Street &Utility Construction and Appurtenant Work ATWATER WAY Rosemount, Minnesota WSB Project No. 02012 -501 Date: Jan 21, 2003 City Project No.364 Figure Number 4 n 1 0 O N n C 5 J I O 0 0 V _N O ■ N li A 4150 Olson Memorial Highway BLOOMFIELD 5TH, 6TH, 7TH AND 8TH ADDITIONS WSB Project No. 02012-501 Date: Jan 21 2003 Suite422 Street &Utility Construction and Appurtenant Work city ProjectNo.3fi4 'A,[�Q Minneapolis, MN 55422 76'..541 -4800 Figure Number R A.— Cates, Inc FAX 763- 541 -1700 Rosemount, Minnesota 5 r 1 �1 ' CD 0 N X 0 100 200 01 U E a 0 Ln 0 . N E FUTURE RAILROAD OVERPASS LEGEND: — PROPOSED WATERMAIN -� PROPOSED STORM SEWER '• — ' — PROPOSED SANITARY SEWER O PROPOSED STREET CONSTRUCTION BLOOMFIELD 8TH ADDITION STREET AND STORM SEWER A 4150 Olson Memorial Highway Suite 300 rr SB Minneapolis, MN 55422 - 763541-4800 & A.canciuteq lua FAX 763541 -1700 BLOOMFIELD 5TH, 6TH, 7TH AND 8TH ADDITIONS Street &Utility Con struction and Appurtenant Work Rosemount, Minnesota WSB Project No. 02012 -501 Date: Jan 21, 2003 City Project No.WA Figure Number 6 ' Feasibility Report Bloomfield P — 8"' Additions Street and Utility Improvements and Appurtenant Work APPENDIX B Opinion of Probable Cost ' City Project No. 364 Rosemount, Minnesota WSB Project No. 2012 -50 Proposal Form P"' "4.' .+4��'.. . e� WSB Project: Bloomfield 5th Addition Design By: AAA Project Location: Rosemount, Minnesota Checked By: WSB Project No: 2012 -50 Date: 1/13/2003 Line No. MN/DOT S ification N o. Item Number Description Unit Unit Price Estimated Total Quanti Estimated Total Cost A. SURFACE IMPROVEMENTS 1 2021.501 A MOBILIZATION (246 MAX) LUMPSUM $16,100.00 1.00 $16,100.00 2 2104.501 A REMOVE CURB AND GUTTER LIN FT $4,00 40.00 $16000 3 2104.513 A SAWING BIT PAVEMENT (FULL DEPTH) LIN FT $2.00 50.00 $100.00 4 2105.501 A COMMON EXCAVATION CU YD $5.00 150.00 $750.00 5 2105.522 A SELECT GRANULAR BORROW (LV) , CU YD $8.00 150.00 $1,200.00 6 2105.525 A TOPSOIL BORROW (LV) CU YD $8.00 700.00 $5,600.00 7 2112.501 A SUBGRADE PREPARATION ROAD STA $125.00 18.50 $2,312.50 8 2211.501 A AGGREGATE BASE CLASS 5 (100° CRUSHED) TON $9.50 2,500.00 $23,750.00 9 2340.508 A TYPE LV 3 WEARING COURSE TON $33.00 1,125.00 $37,125.00 10 2340.514 A- PE LV 3 NON WEARING COURSE TON $31.00 1,125.00 $34,875.00 11 2357.502 A UMINOUS MATERIAL FOR TACK COAT GALLON $1.75 500.00 $875.00 12 2521.501 A CONCRETE WALK [4NON-METALLIC SQ PT $3.00 9,500.00 $28,500.00 13 2531.502 A NCRETE CURB & GUTTER, DESIGN MODIFIED S LIN FT $8.00 5,260.00 $42,080.00 14 2545.523 A CONDUIT LIN FT $7.00 180.00 $1,260.00 15 2554.602 A PERMANENT BARRICADES (TYPE En EACH $250.00 2.00 $500.00 16 2563.601 A IC CONTROL LUMPSUM $2,500.00 1.00 $2,500,00 17 2564.531 A F&I SIGN PANELS TYPE C SQ FT $25.00 12.50 $312.50 18 2564.602 A F &I SIGN PANELS TYPE D EACH $235.00 2.00 $470.00 19 2564.603 A 12" STOP LINE WHITE -POLY PREFORMED LIN FT $12.50 15.00 $187.50 20 2573.501 A BALE CHECK EACH $6.50 75.00 $487.50 21 2573.502 A SILT FENCE, TYPE HEAVY DUTY LIN FT $3.00 200.00 $600,00 22 2575.501 A ISEEDING (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 6,414.00 $16,035.00 24 2$75.511' - _ A TYPE I MULCH MATERIAL FOR EROSION CONTROL TON $100.00 1.00 $100,00 SUBTOTAL $217,880.00 F easibility Report Bloomfield 5th - 8th Additions Street and Utility Improvements and Appurtenant Work City Project No. 364 Rosemount, YIN Proposal Form 77 7 7777 k WSB Project: Bloomfield 5th Addition Design By: AAA Project Location: Rosemount, Minnesota Checked By; WSB Project No: 2012 -50 Date: 1/13/2003 Li ae No. MN/DOT S ificad No. Item Number Descri tion Unit Unit Price Estimated Total Quanti Estimated Total Cost B. SANITARY SEWER 25 2451.602 B GRANULAR FOUNDATION MATERIAL TON $3.00 200.00 $600.00 26 2503.602 B LIFE STATION EACH $90,000.00 1.00 $90,000.00 27 2503.602 B CONNECT TO EXISTING SANITARY SEWER EACH $500.00 1.00 $500.00 28 2503.602 B BUILD MANHOLE OVER EXISTING 30" RC PIPE MAIN (SAN) EACH $3,000.00 1.00 $3,000.00 29 2506.511 B RECONSTRUCT SANITARY MANHOLES LIN FT $210.00 2.00 $420.00 30 2621.511 B 4" PVC PIPE SEWER SDR 26 LIN FT $9.00 2,100.00 $18,900.00 31 2621.511 B 8" PVC PIPE SEWER SDR 35 LIN FT $18.00 2,500.00 $45,000.00 32 2621.511 B 2" HDPE FORCE MAIN PIPE SEWER LIN FT $10.50 185.00 $1,942.50 33 2621.511 B CONST 48" DIA SAN SEWER MANHOLE LIN Fr $140.00 197.00 $27,580.00 34 2621.511 B CONST 60" DIA SAN SEWER MANHOLE LIN FT $200.00 15.50 $3,100.00 35 2621.602 B CASTING ASSEMBLY EACH $300.00 21.00 $6,300.00 36 2621.602 B 8" X 4" PVC WYE EACH $60.00 54.00 $3,240.00 37 DIV 2 B TELEVISING SANITARY SEWER LIN Fr $0.75 2,500.00 $1,875.00 SUBTOTAL $202,457.50 C. WATERMAIN 38 2505.605 C 4" POLYSTYRENE INSULATION SQ YD $20.00 100.00 $2,000.00 39 2611.602 C HYDRANT EACH $1,600.00 6.00 $9,600.00 40 2611.602 C CONNEC TTO EXISTING WATERMAIN (8 ") EACH $500.00 2.00 $1,000.00 41 2611.602 C CONNECT TO EXISTING WATERMAIN (16 ") EACH $750.00 1.00 $750.00 42 2611.602 C 6" GATE VALVE AND BOX EACH $500.00 6.00 $3,000.00 43 2611.602 C 8" GATE VALVE AND BOX EACH $700.00 5.00 $3,500.00 44 2611.602 C 16" GATE VALVE AND BOX EACH $3,100.00 1.00 $3,100.00 45 2611.602 C I" CORPORATION STOP EACH $50.00 54.00 $2,700.00 46 2611.602 C 1" CURB STOP & BOX EACH $115.00 54.00 $6,210.00 47 2611.602 C 1.5" CORPORATION STOP EACH $70.00 1.00 $70.00 48 2611.602 C 1.5" CURB STOP & BOX EACH $150.00 1.00 $150.00 49 2611.603 C 1" TYPE K COPPER PIPE LIN Fr $11.00 2,520.00 $27,720.00 50 2611.603 C 1.5" TYPE K COPPER PIPE LIN FT $14.00 100.00 $1,400.00 51 2611.603 C 6" WATER MAIN -DUCT IRON CL 52 LIN FT '$18.0W0 85.00 $1,530.00 52 2611.603 C 8" WATER MAIN-DUCT IRON CL 52 LIN FT $20.00 2,840.00 $56,800.00 53 2611.603 C 16" WATER MAIN-DUCT IRON CL 52 LIN Fr $30.00 336.00 $10,080.00 54 2611.620 C DUC 1L.E IRON FITTINGS POUND $2.00 3,450.00 $6,900.00 SUBTOTAL $136,510.00 Feasibility Report Bloomfield 5th - 8th Additions Street and Utility Improvements and Appurtenant Work City Project No. 364 Rosemount, MN WCR AT- Proposal Form }a WSB Project: Bloomfield 5th Addition Design By: AAA Project Location: Rosemount, Minnesota Checked By: WSB Project No: 2012 -50 Date: 1/13/2003 Line No. MN /DOT S cification No Item Number Description Unit Unit Price Estimated Total Quantity Estimated Total Cost D. STORM SEWER Feasibility Report 55 2451.602 D GRANULAR FOUNDATION MATERIAL TON $3.00 100.00 $300.00 56 2501.515 D 18" RC PIPE APRON W/ TRASH GUARD EACH $450.00 2.00 $900.00 57 2501.515 D 4" RC PIPE APRON W/ TRASH GUARD EACH $600.00 2.00 $1,200.00 58 2501.515 D 36" RC PIPE APRON W/ TRASH GUARD AND SHEET PH.ING EACH $3,000.00 2.00 $6,000.00 59 2503.541 D 15" RC PIPE SEWER DESIGN 3006 CL V LIN FT $22.00 865.00 $19,030.00 60 2503.541 D 18" RC PIPE SEWER DESIGN 3006 CL III LIN FT $25.00 560.00 $14,000.00 61 2503.541 D 24" RC PIPE SEWER DESIGN 3006 CL III LIN FT $29.00 765.00 $22,185.00 62 2503.541 D 4" RC PIPE SEWER DESIGN 3006 CL IV LIN FT $34.00 95.00 $3,230.00 63 2503.541 D 27" RC PIPE SEWER DESIGN 3006 CL M LIN FT $37.00 255.00 $9,435.00 64 2503.541 D 30" RC. PIPE SEWER DESIGN 3006 CL III LIN FT $43.00 95.00 $4,085.00 65 2503.541 D 30" RC PIPE SEWER DESIGN 3006 CL IV LIN FT $50.00 190.00 $9,500.00 66 2503.541 D 33" RC PIPE SEWER DESIGN 3006 CL M LIN FT $52.00 1,055.00 $54,860.00 67 2503.541 D 33" RC PIPE SEWER DESIGN 3006 CL IV LIN FT $60.00 200.00 $12,000.00 68 2503.541 D 36" RC PIPE SEWER DESIGN 3006 CL III LIN FT $65.00 80.00 $5,200.00 69 2503.602 D CONNECT TO EXISTING STORM SEWER EACH $500.00 1.00 $500.00 70 2506.501 D CONST DRAINAGE STRUCTURE DES SPECIAL (2'x3' CB) EACH $1,200.00 4.00 $4,800.00 71 2506.501 D CONST DRAINAGE STRUCTURE DES 48 -4020 LIN FT $150.00 190.00 $28,500.00 72 2506.501 D CONST DRAINAGE STRUCTURE DES 60 -4020 LIN FT $250.00 36.00 $9,000.00 73 2506.501 D CONST DRAINAGE STRUCTURE DES 72 -4020 LIN FT $300.00 72.00 $21,600.00 74 2506.502 D CONST DRAINAGE STRUCTURE SKIMMER EACH $2,500.00 2.00 $5,000.00 75 2511.501 D RANDOM RIPRAP CL V CU YD $70.00 60.00 $4,200.00 76 2511.515 D EOTEXTILE FABRIC TYPE V SQ YD $3.00 120.00 $360.00 77 2506.516 D CASTING ASSEMBLY EACH $350.00 40.00 $14,000.00 SUBTOTAL $249,885.00 Project Subtotal: I + 10% Contingenciesi i t Subtotal; + 30% Indirect Cost; Bloomfield 5th Addition Project Total $806,732.50 $80,673.25 $887,405.75 $266,221.73 $1,153,627.48 Feasibility Report Bloomfield 5th - 8th Additions Street and Utility Improvements and Appurtenant Work City Project No. 364 Rosemount, MN weu Wnrocn t Proposal Form WSB Project: Bloomfield 6th Addition Design By: AAA Project Location: Rosemount, Minnesota Checked By: WSB Project No: 2012 -50 Date: 1/13/2003 Line No. MN/DOT S ecification No. - Item Number Description Unit Unit Price Estimated Total Quanti Estimated Total Cost A. SURFACE IMPROVEMENTS 1 2021.501 A MOBILIZATION (2% MAX) LUMPSUM $12,300.00 1.00 $12,300.00 2 2104.501 A REMOVE CURB AND GUTTER LIN FT $4.00 20.00 $80.00 3 2104.513 A SAWING BIT PAVEMENT (FULL DEPTH) LIN FT $2.00 50.00 $100.00 4 2105.501 A COMMON EXCAVATION CU YD $5.00 150.00 $750.00 5 2105.521 A GRANULAR BORROW (LV) CU YD $8.00 150.00 $1,200.00 6 2105.522 A ELECT GRANULAR BORROW (LV) CU YD $4.00 150.00 $600.00 7 2105.525 A TOPSOIL BORROW (LV) CU YD $8.00 700.00 $5,600.00 8 2112.501 A UBGRADE PREPARATION ROAD STA $125.00 29.08 $3,635.00 9 2211.501 A AGGREGATE BASE CLASS 5 (100% CRUSHED) TON $9.50 5,365.00 $50,967.50 10 2340.508 A PE LV 3 WEARING COURSE TON $33.00 1,421.00 $46,893.00 11 2340.514 A TYPE LV 3 NON WEARING COURSE TON $31.00 1,421.00 $44,051.00 12 2357.502 A BITUMINOUS MATERIAL FOR TACK COAT GALLON $1.75 646.00 $1,130.50 13 2521.501 A 4" CONCRETE WALK SQ FT $2.00 6,000.00 $12,000.00 14 2521.501 A 6" CONCRETE WALK SQ FT $3.00 4,500.00 $13,500.00 15 2521.511 A 8' WIDE BITUMINOUS PATHWAY SQ YD $12.50 1,100.00 $13,750.00 16 2531.502 A ONCRETE CURB & GUTTER, DESIGN B618 LIN FT $7.50 1,800.00 $13,500.00 17 2531.502 A CONCRETE CURB & GUTTER, DESIGN MODIFIED S LIN FT $8.00 4,131.00 $33,048.00 18 2545.523 A "NON-METALLIC CONDUIT LIN FT $7.00 180.00 $1,260.00 19 2554.602 A PERMANENT BARRICADES (TYPE III) EACH $250.00 4.00 $1 20 2563.601 A FIC CONTROL LUMPSUM $2,500.00 1.00 $2,500.00 21 2564.531 A F&I SIGN PANELS TYPE C SQ FT $25.00 $312.50 22 2564.602 A &I SIGN PANELS TYPE D EACH $235.00 $1,175.00 23 2564.603 A " SOLID LINE WHITE - EPDXY LIN FT $1,10 $990.00 24 2564.603 A " DOUBLE LINE YELLOW - EPDXY LIN FT $1.35 $1,215.00 25 2564.603 A 12" STOP LINE WHITE -POLY PREFORMED LIN FT $12.50 $750.00 26 2573.501 A BALE CHECK EACH $6.50 E6,895.00 $195.00 27 2573.502 A SILT FENCE, TYPE HEAVY DUTY LIN FT $3.00 $600.00 28 2575.501 A SEEDING (INCL TOPSOIL, FERT, MULCH, DISC ANCHOR) ACRE $1,000.00 $100.00 29 2575.505 A SODDING TYPE LAWN SQ YD $2.50 $17,237.50 30 2575.511 A E I MULCH MATERIAL FOR EROSION CONTROL TON $100.00 $5.00 SUBTOTAL $280,445.00 Feasibility Report Bloomfield 5th - 8th Additions Street and Utility Improvements and Appurtenant Work City Project No. 364 Rosemount, MN Proposal Form WSB Project: Bloomfield 6th Addition Design By: AAA Project Location: Rosemount, Minnesota Checked By: WSB Project No: 2012 -50 Date: 1/13/2003 Line No. MNIDOT S cification No. Item Number Descri tion Unit Unit Estimated Total Price quantity Estimated Total Cost B. SANITARY SEWER 31 2451.602 B GRANULAR FOUNDATION MATERIAL TON $3.00 200.00 $600.00 32 2503.602 B CONNECT TO EXISTING MANHOLE (SAN) EACH $500.00 1.00 $500.00 33 2503.602 B BUILD MANHOLE OVER EXISTING 30" RC PIPE MAIN (SAN) EACH $3,000.00 1.00 $3,000.00 34 2621.511 B 4" PVC PIPE SEWER SDR 26 LIN FT $9.00 1,600.00 $14,400.00 35 2621.511 B 8" PVC PIPE SEWER SDR 35 LIN FT $18.00 1,800.00 F450.00 $32,400.00 36 2621.511 B 12" PVC PIPE SEWER SDR 35 LIN FT $22.00 $9,900.00 37 2621.511 B CONST 48" DIA SAN SEWER MANHOLE LIN PT $140.00 173.00 $24,220.00 38 2621.511 B CONST 60" DIA SAN SEWER MANHOLE LIN FT $200.00 19.50 $3,900.00 39 2621.602 B CASTING ASSEMBLY EACH $300.00 13.00 $3,900.00 40 2621.602 B 8" X 4" PVC WYE EACH $60.00 41.00 $2,460.00 41 DIV 2 B LEVISING SANITARY SEWER LIN FT $0.75 2,092.00 $1,569.00 SUBTOTAL ' $96,849.00 C. WATERMAIN 42 2505.605 C 4" POLYSTYRENE INSULATION SQ YD $20.00 100.00 $2,000.00 43 2611.602 C HYDRANT EACH $1,600.00 6.00 $9,600.00 44 2611.602 C CONNECT TO EXISTING WATERMAIN (8 ") EACH $500.00 1.00 $500,00 45 2611.602 C CONNECT TO EXISTING WATERMAIN (16 ") EACH $750.00 1.00 $750.00 46 2611.602 C 6" GATE VALVE AND BOX EACH $500.00 6.00 $3,000.00 47 2611.602 C 8" GATE VALVE AND BOX EACH $700.00 6.00 $4,200.00 48 2611.602 C 16" GATE VALVE AND BOX EACH $3,100.00 2.00 $6,200.00 49 2611.602 C 1 1.5" V CORPORATION STOP EACH $50.00 41.00 $2,050.00 50 2611.602 C t" CURB STOP & BOX EACH $115.00 41.00 $4,715.00 51 2611.602_ C CORPORATION STOP EACH $70.00 1.00 $70.00 52 2611.602 C 1.5" CURB STOP & BOX EACH $150.00 1.00 $150.00 53 2611.603 C 1" TYPE K COPPER PIPE LIN FT $11.00 2,170.00 $23,870.00 54 2611.603 C 1.5" TYPE K COPPER PIPE LIN FT $14.00 100.00 $1,400.00 55 2611.603 C 6" WATER MAIN-DUCT IRON CL 52 LIN Fr $18.00 60.00 $1,080.00 56 2611.603 C 8" WATER MAIN-DUCT IRON CL 52 LIN FT $20.00 1,900.00 $38,000.00 57 2611.603 C 16" WATER MAIN -DUCT IRON CL 52 LIN FT $30.00 900.00 $27,000.00 58 2611.620 1 C DUCTILE IRON FITTINGS POUND $2.00 4,975.00 $9,950.00 SUBTOTAL $134,535.00 Feasibility Report Bloomfield 5th - 8th Additions Street and Utility Improvements and Appurtenant Work City Project No. 3" Rosemount MN WRR Prnie t Nn 71)12_Sa Proposal Form 5, WSB Project: Bloomfield 6th Addition Design By: AAA Project Location: Rosemount, Minnesota Checked By: WSB Project No: 2012 -50 Date: 1/13/2003 Line No. MN/DOT S ecification No. - Number Descri tiou Unit Unit Price Estimated Total Quanti Estimated Total Cost D. STORM SEWER i 59 2451.602 D GRANULAR FOUNDATION MATERIAL TON $3.00 100.00 $3110.00 60 2501.515 D 18" RC PIPE APRON W/ TRASH GUARD EACH $450.00 1.00 $450.00 61 2501.515 D 21 " RC PIPE APRON W/ TRASH GUARD EACH $550.00 2.00 $1,100.00 62 2503.541 D 15" RC PIPE SEWER DESIGN 3006 CL V LIN FT $22.00 940.00 $20,680.00 63 2503.541 D 18" RC PIPE SEWER DESIGN 3006 CL III LIN FT $25.00 500.00 $12,500.00 64 2504.541 D 21" RC PIPE SEWER DESIGN 3006 CL III LIN FT $27.00 330.00 $8,910.00 65 2503.541 D 21" RC PIPE SEWER DESIGN 3006 CL IV LIN FT $31.00 200.00 $6,200.00 66 2503.602 D CONNECT TO EXISTING STORM SEWER EACH $500.00 2.00 $1,000.00 67 2506.501 D CONST DRAINAGE STRUCTURE DES SPECIAL (2'x3' CB) EACH $1,200.00 6.00 $7,200.00 68 2506.501 D CONST DRAINAGE STRUCTURE DES 48 -4020 LIN FT $150.00 142.50 $21,375.00 69 2505.501 D CONST DRAINAGE STRUCTURE DES 60 -4020 LIN FT $250.00 28.50 $7,125.00 70 2506.502 D ICONST DRAINAGE STRUCTURE SKIMMER EACH $2,500.00 1.00 $2,500.00 71 2511.501 D RANDOM RIPRAP CL V CU YD $70.00 40.00 $2,800.00 72 2511.515 D GEOTEXTILE FABRIC TYPE V SQ YD $3.00 80.00 $240.00 73 2506.516 D CASTING ASSEMBLY EACH $350.00 24.00 $8,400.00 SUBTOTAL $100,780.00 Project Subtotal; + 10% Contingencies: Subtotal; i +30 %Indirect Cost: Bloomfield 6th Addition Project Total' $612,609.00 $61,260.90 $673,869.90 $202,160.97 $876,030.87 i ' Feasibility Report Bloomfield 5th - 8th Additions Street and Utility Improvements and Appurtenant Work City Project No. 364 Rosemount, AIN WQn P -;-e V7 11) 11_cn 1 i 1 i 1 1 1 1 i Proposal Form WSB Project: Bloomfield 7th Addition Design By: AAA Project Location: Rosemount, Minnesota Checked By: WSB Project No: 2012 -50 Date: 1/13/2003 Line No. MN/DOT S cification No. Item Number Descri tion Unit Unit Price Estimated Total Quanti Estimated Total Cost A. SURFACE IMPROVEMENTS ' 1 2021.501 A MOBILIZATION (2% MAX) LUMPSUM $10,400.00 1.00 $10,800.00 2 2104.501 A REMOVE CURB AND GUTTER LIN FT $4.00 20.00 $80.00 3 2104.513 A SAWING BIT PAVEMENT (FULL DEPTH) LIN FT $2.00 50.00 $100.00 4 2105.501 A COMMON EXCAVATION CU YD $5.00 150.00 $750.00 5 2105.521 A GRANULAR BORROW (LV) CU YD $8.00 150.00 $1,200.00 6 2105.522 A SELECT GRANULAR BORROW (LV) CU YD $4.00 150:00 $600.00 7 2105.525 A TOPSOIL BORROW (LV) CU YD $8.00 700.00 $5,600.00 8 2112.501 A SUBGRADE PREPARATION ROAD STA $125.00 20.50 $2,562.50 9 2211.501 A AGGREGATE BASE CLASS 5 (100% CRUSHED) TON $9.50 2,970.00 $28,215.00 10 2340.508 A TYPE LV 3 WEARING COURSE TON $33.00 827.00 $27,291.00 11 2340.514 A TYPE LV 3 NON WEARING COURSE TON $31.00 827.00 $25,637.00 12 2357.502 A BITUMINOUS MATERIAL FOR TACK COAT GALLON $1.75 376.00 $658.00 13 2521.501 A 6" CONCRETE WALK SQ FT $3.00 12,000.00 $36,000.00 14 2531.502 A CONCRETE CURB & GUTTER, DESIGN MODIFIED S LIN FT $8.00 4,100.00 $32,800.00 15 2545.523 A 4" NON - METALLIC CONDUIT I-IN FT $7.00 180.00 $1,260.00 16 2554.602 A PERMANENT BARRICADES (TYPE III) EACH $250.00 2.00 $500.00 17 2563.601 A TRAFFIC CONTROL LUMPSUM $2,500.00 1.00 $2,500.00 18 2564.531 A F &I SIGN PANELS TYPE C SQ FT $25.00 12.50 $312.50 19 2564.602 A F &I SIGN PANELS TYPE D EACH $235.00 2.00 $470.00 20 2564.603 A 12" STOP LINE WHITE -POLY PREFORMED LIN FT $12.50 30.00 $375.00 21 2573.501 A BALE CHECK EACH $6.50 20.00 $130.00 22 2573.502 A SILT FENCE, TYPE HEAVY DUTY LIN FT $3.00 200.00 $600.00 23 2575.501 A SEEDING (INCL TOPSOIL, FERT, MULCH, DISC ANCHOR) ACRE $1,000.00 0.30 $300.00 24 2575.505 1 A SODDING TYPE LAWN SQ YD $2.50 4,778.00 $11,945.00 25 2575.511 A TYPE I MULCH MATERIAL. FOR EROSION CONTROL TON $100.00 0.15 $15.00 SUBTOTAL $190,701.00 ' Feasibility Report Bloomfield 5th - 8th Additions Street and Utility Improvements and Appurtenant Work City Project No. 364 Rosemount, MN WCR P-".,f V/ In 11 -IM e r 1 I 4 i Proposal Form WSB Project: Bloomfield 7th Addition Design By: AAA Project Location: Rosemount, Minnesota Checked By: WSB Project No: 2012 -50 Date: 1/13/2003 Line No. MN/DOT S cification No. Item Number Description Unit Unit Price Estimated Total Quantity Estimated Total Cost B. SANITARY SEWER 26 2451.602 B GRANULAR FOUNDATION MATERIAL TON $3.00 200.00 $600.00 27 2503.602 B CONNECT TO EXISTING MANHOLE (SAN) EACH $500.00 1.00 $500.00 28 2503.603 B 24" STEEL CASING PIPE (JACKED) LIN FT $175.00 120.00 $2,400.00 29 2621.511 B " PVC PIPE SEWER SDR 26 LIN FT $9.00 1,560.00 $14,040.00 30 2621.511 B 8" PVC PEPE SEWER SDR 35 LIN FT $18.00 1,150.00 $20,700.00 31 2621.511 B 12" PVC PIPE SEWER SDR 35 LIN FT $22.00 1,310.00 $28,820.00 32 2621.511 B CONST 48" DIA SAN SEWER MANHOLE LIN FT $140.00 130.00 $18,200.00 33 2621.602 B CASTING ASSEMBLY EACH $300.00 11.00 $3,300.00 34 2621.602 B 8" X 4" PVC WYE EACH $60.00 40.00 $2,400.00 35 DIV 2 B TELEVISING SANITARY SEWER LIN FT $0.75 2,017.00 $1,512.75 SUBTOTAL I $92,472.75 C. WATERMAIN 36 2503.601 C 30" STEEL CASING PIPE (JACKED) LIN FT $280.00 120.00 $33,600.00 37 2505.605 C 4" POLYSTYRENE INSULATION SQ YD $20.00 100.00 $2,000.00 38 2611.602 C HYDRANT EACH $1,600.00 5.00 $8,000.00 39 2611.602 C CONNECT TO EXISTING WATERMAIN (8 ") EACH $500.00 1.00 $500.00 40 2611.602 C " GATE VALVE AND BOX EACH $500.00 5.00 $2,500.00 41 2611.602 C 8" GATE VALVE AND BOX EACH $700.00 2.00 $1,400.00 42 2611.602 C 16" GATE VALVE AND BOX EACH $3,100.00 3.00 $9,300.00 43 2611.602 C 1" CORPORATION STOP EACH $50.00 40.00 $2,000.00 44' 2611.602 C 1" CURB STOP & BOX EACH $115.00 40.00 $4,600.00 45 2611.602 C 1.5" CORPORATION STOP EACH $70.00 1.00 $70.00 46 2611.602 C 1.5" CURB STOP & BOX EACH $150.00 1.00 $150.00 47 2611.603 C I" TYPE K COPPER PIPE LIN FT $11.00 1,760.00 $19,360.00 48 2611.603 C 1.5" TYPE K COPPER PIPE LIN FT $14.00 100.00 $1,400.00 49 2611.603 C 6" WATER MAIN-DUCT IRON CL 52 LIN FT $18.00 50.00 $900.00 50 2611.603 C 8" WATER MAIN-DUCT IRON CL 52 LIN FT $20.00 1,075.00 $21,500.00 51 2611.603 C 16" WATER MAIN-DUCT IRON CL 52 LIN FT $30.00 1,500.00 $45,000.00 52 L 2611.620 C DUCTILE IRON FITTINGS I POUND $2.001 5,850.00 $11,700.00 SUBTOTAL $163,980.00 Feasibility Bloomfield 5th - 8th Additions Street and Utility Improvements and Appurtenant Work City Project No. 364 Rosemount, MN W.QR Prniort Mn ?nt2_sn Proposal Form WSB Project: Bloomfield 7th Addition Project Location: Rosemount, Minnesota WSB Project No: 2012 -50 Design By: AAA Checked By: Date: 1/13/2003 Line 1 MN/DOT S ification No. - Number Descri tion Unit Unit Price Estimated Total Quantity Estimated Total Cost D. STORM SEWER Feasibility Report Bloomfield 5th - 8th Additions Street and 53 2451.602 D GRANULAR FOUNDATION MATERIAL TON $3.00 100.00 $300.00 54 2501.515 D 18" RC PIPE APRON W/ TRASH GUARD EACH $450.00 1.00 $450.00 55 2501.515 D 24" RC PIPE APRON W/ TRASH GUARD EACH $600.00 1.00 $600.00 56 2503.541 D 15" RC PIPE SEWER DESIGN 3006 CL V LIN FT $22.00 950.00 $20,900.00 57 2503.541 D 18" RC PIPE SEWER DESIGN 3006 CL III LIN FT $25.00 260.00 $6,500.00 58 2504.541 D 21" RC PIPE SEWER DESIGN 3006 CL III LIN FT $27.00 200.00 $5,400.00 59 2505.541 D 21" RC PIPE SEWER DESIGN 3006 CL IV LIN FT $31.00 60.00 $1,860.00 60 2503.541 D 24" RC PIPE SEWER DESIGN 3006 CL III LIN Fr $29.00 200.00 $5,800,00 61 2503.602 D CONNECT TO EXISTING STORM SEWER EACH $500.00 1.00 $500.00 62 2506.501 D CONST DRAINAGE STRUCTURE DES SPECIAL (2'x3' CB) EACH $1,200.00 3.00 $3,600.00 63 2506.501 D CONST DRAINAGE STRUCTURE DES 48 -4020 LIN FT $150.00 85.50 $12,825.00 64 2506.501 D CONST DRAINAGE STRUCTURE DES 60 -4020 LIN FT $250.00 17.00 $4,250.00 65 2511.501 D RANDOM RIPRAP CL V CU YD $70.00 40.00 $2,800.00 66 2511.515 D GEOTEXTILE FABRIC TYPE V SQ YD $3.00 80.00 $240.00 67 2506.516 D CASTING ASSEMBLY EACH $350.00 14.00 $4,900.00 SUBTOTAL $70,925.00 Project Subtotal + 10% Contingencies; Subtotal, + 30% Indirect Costi Bloomfield 7th Addition Project Totals $518,078.75 $51,807.88 $569,886.63 $170,965.99 $740,852.61 i 1 1 1 Feasibility Report Bloomfield 5th - 8th Additions Street and Utility Improvements and Appurtenant Work City Project No. 364 Rosemount, MN F I Proposal Form ,� �. WSB Project: Bloomfield 8th Addition Design By: AAA Project Location: Rosemount, Minnesota Checked By: WSB Project No: 2012 -50 Date: 1/13/2003 Line No. I MN /DOT S cification No. Item Number Description Unit Unit Price Estimated Total Quanti Estimated Total Cost A. SURFACE IMPROVEMENTS 1 2021.501 A MOBILIZATION (2% MAX) LUMPSUM $15,100.00 1.00 $15,100.00 2 2104.501 A REMOVE CURB AND GUTTER LIN FT $4.00 40.00 $160.00 3 2104.513 A SAWING BIT PAVEMENT (FULL DEPTH) LIN FT $2.00 100.00 $200.00 4 2105.501 A COMMON EXCAVATION CU YD $5.00 150.00 $750.00 5 2105.521 A GRANULAR BORROW (LV) CU YD $8.00 150.00 $1,200.00 6 2105.522 A SELECT GRANULAR BORROW (LV) CU YD $4.00 150.00 $600.00 7 2105.525 A TOPSOIL BORROW (LV) CU YD $8.00 700.00 $5,600.00 8 2112.501 A SUBGRADE PREPARATION ROAD SPA $125.00 34.00 $4,250.00 9 2211.501 A AGGREGATE BASE CLASS 5 (100% CRUSHED) TON $9.50 5,550.00 $52,725.00 10 2340.508 A TYPE LV 3 WEARING COURSE TON $33.00 1,770.00 $58,410.00 11 2340.514 A TYPE LV 3 NON WEARING COURSE TON $31.00 2,630.00 $81,530.00 12 2357.502 A BITUMINOUS MATERIAL FOR TACK COAT GALLON $1.75 810.00 $1,417.50 13 2521.501 A 4" CONCRETE WALK SQ FT $2.00 6,000.00 $12,000.00 14 2521.501 A 6" CONCRETE WALK SQ FT $3.00 7,250.00 $21,750.00 15 2521.511 A 8' WIDE BITUMINOUS PATHWAY SQ YD $12.50 1,200.00 $15,000.00 16 2531.502 A CONCRETE CURB & GUTTER, DESIGN 8618 LIN FT $7.50 2,650.00 $19,875.00 17 2531.502 A CONCRETE CURB & GUTTER, DESIGN MODIFIED S LIN Ft $SAO 4,300.00 $34,400.00 18 2545.523 A NON- METALLIC CONDUIT LIN FT $7.00 360.00 $2,520.00 19 2554.602 A PERMANENT BARRICADES (TYPE III) EACH $250.00 2.00 $500.00 20 2563.601 A TRAFFIC CONTROL LUMPSUM $2,500.00 1.00 $2,500.00 21 2564.531 A &I SIGN PANELS TYPE C SQ FT $25.00 25.00 $625.00 22 2564.602 A F&I SIGN PANELS TYPE D EACH $235.00 5.00 $1,175.00 23 12564.603 A " SOLID LINE WHITE - EPDXY LIN FT $1.101 1,300.00 $1,430.00 24 2564.603 A "DOUBLE LINE YELLOW - EPDXY LIN FP $1.35 2,600.00 $3,510.00 25 2564.603 A 12" STOP LINE WHITE -POLY PREFORMED LIN FT $12.50 75.00 $937.50 26 2573.501 A BALE CHECK EACH $6.50 10.00 $65.00 27 2573.502 A SILT FENCE, TYPE HEAVY DUTY LIN FT $3.00 200.00 $600.00 28 2575.501 A SEEDING (INCL TOPSOIL., FERT, MULCH, DISC ANCHOR) ACRE $1,000.00 0.20 $200.00 29 2575.505 A SODDING TYPE LAWN SQ YD $2.50 9000 $22,500.00 30 2575.511 1 A TYPE l MULCH MATERIAL FOR EROSION CONTROL TON $100.001 0.101 $10.00 SUBTOTAL I I $361 ,540.00 Feasibl' Re port ort P Bloomfield 5th - 8th Additions Street and Utility Improvements and Appurtenant Work City Project No. 364 Rosemount, MN WQR P -,.,# Al. 1nr1_cn Proposal Form 77777 r WSB Project: Bloomfield 8th Addition Design By: AAA Project Location: Rosemount, Minnesota Checked By: WSB Project No: 2012 -50 Date: 1/13/2003 Line No MN/DOT Specification No. Item I Number Description Unit Unit Price Estimated Total Quantity Estimated Total Cost B. SANITARY SEWER ' 31 2451.602 B RANULAR FOUNDATION MATERIAL TON $3.00 200.00 $600.00 32 2503.602 B CONNECT TO EXISTING MANHOLE (SAN) EACH $500.00 1.00 $500.00 33 2621:511 B 4" PVC PIPE SEWER SDR 26 LIN FT $9.00 1,287.00 $11,583.00 34 2621.511 B 8" PVC PIPE SEWER SDR 35 LIN IT $18.00 2,100.00 $37,800.00 35 2621.511 B CONST 48" DIA SAN SEWER MANHOLE LIN FT $140.00 252.20 $35,308.00 36 2621.602 B CASTIN G ASSEMBLY EACH $300.00 16.00 $4,800.00 37 2621.602 B 8" X 4" PVC WYE EACH $60.00 33.00 $1,980.00 38 DIV 2 B TELEVISING SANITARY SEWER LIN FT $0.75 2,100.00 $1,575.00 SUBTOTAL $94,146.00 C. WATERMAIN 39 2505.605 C 4" POLYSTYRENE INSULATION SQ YD $20.00 100.00 $2,000.00 40 2611.602 C HYDRANT EACH $1,600.00 10.00 $16,000.00 41 2611.602 C ONNECT TO EXISTING WATERMAIN (16 ") EACH $750.00 2.00 $1,500.00 42 2611.602 C 6" GATE VALVE AND BOX EACH $500.00 10.00 $5,000.00 43 2611.602 C 8" GATE VALVE AND BOX EACH $700.00 4.00 $2,800.00 44 2611.602 C I" CORPORATION STOP EACH $50.00 33.00 $1,650.00 45 2611.602 C 1 "CURB STOP & BOX EACH $115.00 33.00 $3,795.00 46 2611.602 C 1.5" CORPORATION STOP EACH $70.00 1.00 $70.00 47 2611.602 C 1.5" CURB STOP & BOX EACH $150.00 1.00 $150.00 48 2611.603 C 1" TYPE K COPPER PIPE LIN FT $11.00 1,564.00 $17,204.00 49 2611.603 C 1.5" TYPE K COPPER PIPE LIN FT $14.00 100.00 $1,400.00 50 2611.603 C 6" WATER MAIN -DUCT IRON CL 52 LIN FT $18.00 100.00 $1,800.00 51 2611.603 C 8" WATER MAIN-DUCT IRON CL 52 LIN FT $20.00 2,150.00 $43,000.00 52 2611.603 C 16" WATER MAIN -DUCT IRON CL 53 LIN FT $30.00 400.00 $12,000.00 53 2611.620 C DUCTILE IRON FITTINGS POUND $2.00 3,500.00 $7,000.00 SUBTOTAL $115,369.00 ' Feasibli Report eport Bloomfield 5th - 8th Additions Street and Utility Improvements and Appurtenant Work City Project No. 364 Rosemount, MN Proposal Form WSB Project: Project Location: WSB Project No: Bloomfield 8th Addition Rosemount, Minnesota 2012 -50 1 Design By. Checked By: Date: AAA 1/13/2003 Line No. I MN/DOT See cification No. Item Number Description Unit Unit Price Estimated Total Quantity Estimated Total Cost D. STORM SEWER 54 2451.602 D GRANULAR FOUNDATION MATERIAL TON $3.00 100.00 $300.00 55 2501.515 D 15" RC PIPE APRON W/ TRSH GUARD EACH $400.00 1.00 $400.00 56 2501.515 D 36" RC PIPE APRON W/ TRASH GUARD AND SHEET PILING EACH $3,000.00 1.00 $3,000.00 57 2503.541 D 15" RC PIPE SEWER DESIGN 3006 CL V LIN FT $22.00 2,420.00 $53,240.00 58 2503.541 D 18" RC PIPE SEWER DESIGN 3006 CL III LIN FT $25.00 60.00 $1,500.00 59 2504.541 D 21" RC PIPE SEWER DESIGN 3006 CL III LIN FT $27.00 200.00 $5,400.00 60 2505.541 D 21" RC PIPE SEWER DESIGN 3006 CL IV LIN FT $31.00 130.00 $4,030.00 61 2503.541 D 24" RC PIPE SEWER DESIGN 3006 CL IV LIN FT $34.00 360.00 $12,240.00 62 2503.541 D 30" RC PIPE SEWER DESIGN 3006 CL III LIN FT $43.00 170.00 $7,310.00 63 2503.541 D 30" RC PIPE SEWER DESIGN 3006 CL IV LIN FT $50.00 130.00 $6,500.00 64 2503.541 D 36" RC PIPE SEWER DESIGN 3006 CL III LIN FT $65.00 70.00 $4,550.00 65 2506.501 D CONST DRAINAGE STRUCTURE DES SPECIAL (2'x3' CB) EACH $1,200.00 16.00 $19,200.00 66 2506.501 D CONST DRAINAGE STRUCTURE DES 48 -4020 LIN FT $150.00 190.00 $28,500.00 67 2506.501 D CONST DRAINAGE STRUCTURE DES 60 -4020 LIN FT $250.00 49.50 $12,375.00 68 2506.501 D CONST DRAINAGE STRUCTURE DES 72 -4020 LIN FT $300.00 20.50 $6,150.00 69 2511.501 D RANDOM RIPRAP CL V CU YD $70.00 30.00 $2,100.00 70 2511.515 D GEOTEXTILE FABRIC TYPE V SQ YD 1 $3.00 60.00 $180.00 71 2506.516 D 11CASTING ASSEMBLY EACH $350.00 43.00 $15,050.00 SUBTOTAL 1 $182,025.00 Project Subtotal: + 10% Contingencies: i Subtotal: i + 30% Indirect Cost; Bloomfield 8th Addition Project Total' $753;080.00 $75,308.00 $828,388.00 $248,516.40 $1,076,904.40 1 Feasiblity Report Bloomfield 5th - 8th Additions Street and Utility Improvements and Appurtenant Work 1 City Project No. 364 Rosemount, MN Watermain Over - sizing Cost Bloomfield 5th Addition Street and Utility Improvements and Appurtenant Work City of Rosemount ' Feasibility Report Bloomfield 5th - 8th Additions Street and City Project No. 364 Utility Improvements and Appurtenant Work ' City Project No. 364 Rosemount, MN Item Description Unit Quantity Trunk Unit Lateral Unit Difference Total Cost Cost Cost 1 16" Gate Valve & Box - 12" Gate Valve & Box Each 1 $3,100.00 $1,300.00 $1,800.00 $1,800.00 2 16" Watermain - 12" Watermain Lin Ft 336 $30.00 $24.00 $6.00 $2,016.00 Item Description Unit Trunk Lateral Difference Unit Cost Total Cost Quantity Quantity 3 Ductile Iron Fittings Pound 345 220 125 $2.00 $250.00 Subtotal $4,066.00 + 10% Contingencies $406.60 Watermain Over - sizing Cost $4,472.60 nr�m�_srncr�anrna._�rr stn1W�t4.n ' Feasibility Report Bloomfield 5th - 8th Additions Street and Utility Improvements and Appurtenant Work ' City Project No. 364 Rosemount, MN WRR Prnio i Nn. 2012 -50 nr�m�_srncr�anrna._�rr stn1W�t4.n Storm Sewer Over - sizing Cost Bloomfield 5th Addition City of Rosemount City Project No. 364 Item Description Unit Quantity Trunk Unit Lateral Unit Difference Total Cost Cost Cost 1 30" RC Pipe, Cl III - 21" RC Pipe, Cl III Lin Ft 95 $55.00 $28.00 $27.00 $2,565.00 2 33" RC Pipe, Cl III - 24" RC Pipe, Cl III Lin Ft 705 $65.00 $29.50 $35.50 $25,027.50 3 33" RC Pipe, Cl III - 27" RC Pipe, Cl III Lin Ft 150 $65.00 $33.00 $32.00 $4,800.00 4 33" RC Pipe, CI N - 27" RC Pipe, Cl IV Lin Ft 200 $75.00 $37.00 $38.00 $7,600.00 5 1 36" RC Pipe, Cl III - 33" RC Pipe, C1 III Lin Ft 50 $95.00 $65.00 1 $30.00 $1,500.00 Subtotal $41,492.50 + 10% Contingencies $4,564.18 Strom Sewer Over - sizing Cost $46,056.68 1 Feasibility Report eP ort Bloomfield 5th - 8th Additions Street and Utility Improvements and Appurtenant Work City Project No. 364 Rosemount, MN WSR Proiect.No. 2012 -50 M: 12012- 501Excc4Pinpcua1 of Estimated Cost 5- 8lstormsize Watermain Over - sizing Cost Bloomfield 6th Addition Street and Utility Improvements and Appurtenant Work City of Rosemount ' Feasibility Report City Project No. 364 ' Utility Improvements and Appurtenant Work City Project No. 364 Rosemount, MN WSB Proiect No. 2012 -501 Item Description Unit Quantity Trunk Unit Lateral Unit Difference Total Cost Cost Cost 1 16" Gate Valve & Box - 12" Gate Valve & Box Each 2 $3,100.00 $1,300.00 $1,800.00 $3,600.00 2 16" Watermain - 12" Watermain Lin Ft 900 $30.00 $24.00 $6.00 $5,400.00 Item Description Unit Trunk Quantity Lateral Quantity Difference Unit Cost Total Cost 3 Ductile Iron Fittings Pound 2,330 1,485 845 $2.00 $1,690.00 Subtotal $10,690.00 + 10% Contingencies $1,069.00 Watermain Over - sizing Cost $11,759.00 Mr1201 ?- .SnlFrcal�nvw� -cinnn f.�hlwn� ' Feasibility Report Bloomfield 5th - 8th Additions Street and ' Utility Improvements and Appurtenant Work City Project No. 364 Rosemount, MN WSB Proiect No. 2012 -501 Mr1201 ?- .SnlFrcal�nvw� -cinnn f.�hlwn� Sanitary Over - sizing Cost Bloomfield 6th Addition Street and Utility Improvements and Appurtenant Work City of Rosemount City Project No. 364 Item Description Unit Quantity Trunk Unit Lateral Unit Difference Total Cost Cost Cost 1 12" PVC Pipe Sewer SDR 35 - 8" PVC Pipe S ewer SDR 35 Lin Ft 450 $22.00 $18.00 $4.00 $1,800.00 Subtotal $1,800.00 + 10% Contingencies $180.00 Sanitary Sewer Over - sizing Cost $1,980.00 ' Feasibility Report Bloomfield 5th - 8th Additions Street and Utility Improvements and Appurtenant Work ' City Project No. 364 Rosemount, MN WSB Proiect No. 2012 -50 M:12012- 501&cellOver- sizino 61hlSanitarvOver Watermain Over - sizing Cost Bloomfield 7th Addition Street and Utility Improvements and Appurtenant Work City of Rosemount City Project No. 364 Item Description Unit Quantity Trunk Unit Cost Lateral Unit Cost Difference Total Cost 1 16" Gate Valve & Box - 12" Gate Valve & Box Each 3 $3,100.00 $1,300.00 $1,800.00 $5,400.00 2 16" Watermain - 12" Watermain Lin Ft 1,000 $30.00 $24.00 $6.00 $6,000.00 Item Description Unit Trunk Quantity Lateral Quantity Difference Unit Cost Total Cost 3 Ductile Iron Fittings Pound 1 3,965 3,200 765 $2.00 $1,530.00 Subtotal for Over - sizing $12,930.00 Item Description Unit Trunk Quantity Lateral Quantity Difference Unit Cost Total Cost 1 16" Watermain Lin Ft 480 $0.00 480 $30.00 $14,400.00 2 Ductile Iron Fittings Pound 1000 $0.00 1000 $2.00 $2,000.00 3 16" Gate Valve & Box Each 1 $0.00 1 $3,100.00 $3,100.00 4 30" Steel Casing Pipe (Jacked) Lin Ft 120 $0.00 120 $280.00 $33,600.00 Trunk Watermain Subtotal $53,100.00 + 10% Contingencies $6,603.00 Watermain Over - sizing Cost $72,633.00 M. 12012- 501ExceAOver Sizing 7.sMWaterOver Feasibility Report Bloomfield 5th - 8th Additions Street and Utility Improvements and Appurtenant Work City Project No. 364 Rosemount, MN WSB Project -No. 2612 -50 M. 12012- 501ExceAOver Sizing 7.sMWaterOver Sanitary Over - sizing Cost and Trunk Fees Bloomfield 7th Addition Street and Utility Improvements and Appurtenant Work City of Rosemount City Project No. 364 Item Description Unit Quantity Trunk Unit Cost Lateral Unit Cost Difference Total Cost I 12" PVC Pipe Sewer SDR 35 - 8" PVC Pipe Sewer SDR 35 Lin Ft 200 $22.00 $18.00 $4.00 $800.00 Sanitary Sewer Over - sizing Subtotal $800.00 Item Description Unit Quantity Trunk Unit Cost Lateral Unit Cost Difference Total Cost 2 12" PVC Pipe Sewer SDR 35 Lin Ft 1,200 $22.00 $0.00 $22.00 $26,400.00 3 Casting Assembly Each 3 $300.00 $0.00 $225.00 $675.00 4 24" Steel Casing Pipe (Jacked) Lin Ft 70 $175.00 $0.00 $175.00 $12,250.00 5 Const 48" Dia. Sanitary Sewer Manhole Lin Ft 115 $140.00 $0.00 $140.00 $16,100.00 Trunk Sanitary Sewer Subtotal + 10% Contingencies $55,425.00 $5,62250 Sanitary Sewer Over - sizing Cost and Trunk Fees $61,847.50 MA2 012- 50�ExceAOver- sizing MlSandaryOver Feasibility Report Bloomfield 5th - 8th Additions Street and Utility Improvements and Appurtenant Work City Project No. 364 ' Rosemount, MN WSB Project No.2011 -.501 MA2 012- 50�ExceAOver- sizing MlSandaryOver Watermain Over - sizing Cost Bloomfield 8th Addition Street and Utility Improvements and Appurtenant Work City of Rosemount ' City Project No. 364 Feasibility Report Bloomfield 5th - 8th Additions Street and Utility Improvements and Appurtenant Work Item Description Unit Quantity Trunk Unit Lateral Unit Difference Total Cost Cost Cost 1 16" Gate Valve & Box - 12" Gate Valve & Box Each 1 $3,100.00 $1,300.00 $1,800.00 $1,800.00 2 16" Watermain - 12" Watermain Lin Ft 400 $30.00 $24.00 $6.00 $2,400.00 Item Description Unit Trunk Quantity Lateral Quantity Difference Unit Cost Total Cost 3 Ductile Iron Fittings Pound 800 550 250 $2.00 $500.00 Subtotal $4,700.00 + 10% Contingencies $470.00 Watermain Over - sizing Cost $5,170.00 M:12012- 501Excell0ver -siting athwaterover ' Feasibility Report Bloomfield 5th - 8th Additions Street and Utility Improvements and Appurtenant Work ' City Project No. 364 Rosemount, LVIN WSB Project No. 2012 -50 M:12012- 501Excell0ver -siting athwaterover