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2001-03-01 2001 Industrial Park NW Improvmentst i t 1 i 1 i Feasibility Report 2001 Industrial Park NW Improvements Albertville, Minnesota SEH No. A-ALBEV 0113.00 March 1, 2001 =SEM SHORT ELLIOTT HENDRICKSDN INC Multidisciplined. Single Source. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 =SEN March 1, 2001 Honorable Mayor & City Council c/o Linda Goeb, City Administrator City of Albertville 5975 Main Avenue P.o. BoX 9 Albertville, MN 55301-0009 RE: Albertville, Minnesota 2001 Industrial Park NW Improvements SEH No. A-ALBEV 0113.000 Dear Mayor and Members of the City Council: Enclosed is the Feasibility Report for the above referenced improvement. It includes recommendations with probable costs. Please contact me if you have any questions. Sincerely, l~ ~~~ ~~ Wayne C.B. Stark, P.E. Project Engineer tj w/dj g \\sehsc3\sccv\albev\Ol l3keportstrepon revised.doc Short Elliott Hendrickson Inc. Offices located throughout the Upper Midwest Equal Opportunity Employer We help you plan, design, and achieve. 1200 25th Avenue South, P.O. Box 1717, St. Cloud, MN 56302-1717 320.229.4300 320.229.4301 FAX architecture engineering environmental transportation 2001 Industrial Park NW Improvements Feasibility Report Albertville, Minnesota SEH No. A-ALBEV 0113.000 March 1, 2001 1 hereby certify that this report was prepared by me or under my direct supervision, and that I am a duly Licensed Professional Engineer under the law`s. /of the State of Minnesota. W ~~ Wav C.B. S . P.E. Date: 03/01/01 Reviewed by: Short Elliott Hendrickson Inc. 1200 25th Avenue South P.O. Box 1717 St. Cloud, MN 56302-1717 320.229.4300 2001 Industrial Park NW Improvements Albertville, Minnesota Reg. No.: 22921 I :I A~~ J~(/~/ 03/01/01 J. Carlson, P.E. Date A-ALBEV 0113.00 1 t Letter of Transmittal Certification Page Table of Contents Table of Contents Page 1.0 Conclusions and Recommendations .........................................................1 1.1 Conclusions ...........................................................................................1 1.2 Recommendtions ...................................................................................2 2.0 3 0 Introduction .................................................................................................. E i ti C di i 2 . x s ng on t ons ..................................................................................... 2 4.0 Proposed Lot Layouts ................................................................................. 3.1 Option 1 ........................................................:........................................ 3 3 3.2 Option 2 ................................................................................................. 3 5.0 .Proposed Site Improvements ..................................................................... 3 4.1 Street and Drainage ............................................................................... 3 4.2 Sanitary Sewer ...................................................................................... 4 3 .3 Water Main ............................................................................................ 4 6.0 Proposed Trunk Utility Improvements ....................................................... 5 1 O i 4 . pt on 1 ................................................................................................. 4 5.2 Option 2 .....................................................................:........................... 4 7.0 Cost and Summary ...................................................................................... 5 List of Tables Table 1 Cost Summary for Utility Options ................................................. 5 Table 2 Cost Summary for Lot Layouts ..................................................... 5 1 Table of Contents (Continued) 2001 Industrial Park NW Improvements A-ALBEV 0113.00 Albertville, Minnesota Page i 1 1 1 ~] r Table of Contents (Continued) List of Exhibits Exhibit 1 Lot Layout 1 Exhibit 2 Lot Layout 2 Exhibit 3 Utility Layout 1 Exhibit 4 Utility Layout 2 Exhibit 5 .Trunk Utility Options List of Appendices Appendix A Opinion of Probable Cost -Lot Layout 1 Opinion of Probable Cost -Lot Layout 2 Opinion of Probable Cost -Utility Option 1 Opinion of Probable Cost -Utility Option 2 2001 Industrial Park NW Improvements A-ALBEV 0113.00 Albertville, Minnesota Page ii March 1, 2001 '~~ Feasibility Report 2001 Industrial Park NW Improvements Prepared for City of Albertville 1.0 Conclusions and Recommendations 1.1 Conclusions As a result of our studies and investigations, it is concluded that: 1. The proposed roadway should be constructed along the north side of the property to reduce wetland impacts and the cost associated with them. This will also reduce the cost of common excavation for roadway construction. 2. A storm water sedimentation and detention pond should be constructed on an outlot that includes the wetland located in the center of the property. Storm sewer should be constructed to direct runoff to the pond. 3. Sanitary sewer should be extended to the proposed Towne Lakes lift station by installation of a 12 inch truck main from CSAH 19 to said lift station. Sanitary sewer should also be extended south to the Outlet Mall and services installed to the Mall and the two existing businesses east of the Mall. The private lift station for the Outlet Mall will be abandoned. 4. Twelve inch water main should be extended from the north side of the Mall and looped down CSAH 19 to the existing 12 inch main located approximately 200 feet north of the Mall entrance. The 12 inch main would extend to the west limit of the industrial park and a 10 inch main would extend from the. center of the park to CSAH 19. SEH is a registered trademark of Short Elliott Hendrickson Inc. 2001 Industrial Park NW Improvements- Albertville, Minnesota A-ALBEV 0113.00 Page 1 ~r~ i_! [] i L L 5. The project would be financed as summarized below: Industrial Park Assessments $482,560 Otsego Tool Assessment $21,542 Ohmann Bros. Assessment $8,984 Deferred Assessments Property N. of Ind. Pk. $347,984 Deferred Assessments Vetsch Property $118,622 Trunk Sewer Fees $148,120 Total Project Cost $1,127,812 1.2 Recommendations It is recommended that: 1. This report be reviewed by City Council, staff, and financial advisors. 2. The City Council accept this report and proceed with implementation of Lot Option B and Utility Option A at a total opinion of probable cost of $1,127,812 for the following reasons; a. It provides street access, drainage, and utilities for the development of the industrial park. b. The cost per square foot is reasonable and competitive with similar industrial parks. 3. The project be constructed as proposed in this report. 2.0 Introduction On January 15, 2001, the Albertville City Council authorized this feasibility study for development of an industrial park. The 33-acre property is located on the north side of the Outlet Mall. Its current land use is agricultural, with a wetland covering approximately 6 acres in the center of the property. 3.0 Existing Conditions Current development in the area includes the Outlet Mall and several small industries. The project site is zoned industrial, except for the area closest to CSAH 19, which is zoned commercial The nearest sanitary sewer is located at the entrance to the Outlet Mall on CSAH 19. This consists of a private lift station connected to a 12-inch trunk sanitary sewer via a 4-inck forcemain. The project site is included in the service area of a proposed lift station in the Towne Lakes development. Twelve inch diameter trunk water main is located on the west side of CSAH 19 about 300 feet from the southeast corner of the 20011ndustrial Park NW Improvements A-ALBEV 0113.00 Albertville, Minnesota Page 2 project site. Twelve inch diameter trunk water main was stubbed out to the north side of the Outlet Mall and is located between the two main buildings. 4.0 Proposed Lot Layouts 4.1 Option 1 This layout consists of street and utilities through the center of the project site, creating 8 lots with an average size of 3.25 acres. Two 1 outlots are around the existing wetland in the center of the site (see Exhibit 1). This layout will require .71 acres of wetland mitigation and will increase the cost per square foot to an estimated $0.62. Therefore, this la out is not recommended y . 4.2 Option 2 This layout shifts the street and utilities to the north side of the project site, creating 7 lots with an average lot size of 3.65 acres, and one 1 outlot bounding the existing wetland area (see Exhibit 2). Wetland mitigation may not be required for this option, or at the very least, will be quite small. The cost per square foot is an estimated $0.43. t 5.0 Proposed Site Improvements ' The improvements to this site will require wetland delineation and potential wetland mitigation with related permits and fees. These costs are included in the project costs. 5.1 Street and Drainage The proposed street will be a 9-ton design, 42-feet wide, measured from back-of--curb to back-of--curb. Improvements to CSAH 19 will include a right turn lane and bypass lane, as directed by Wright County. Storm sewer pipe will be installed to direct runoff to a sedimentation/detention pond. This pond will be designed to handle the runoff from the developed lots, therefore, improvements to those lots will not require onsite ponding (see Exhibits 1 and 2). 5.2 Sanitary Sewer The sanitary sewer through the project site will be 10-inch diameter with 6-inch services to the lots. This sanitary sewer main is designed to handle the flows from this site, as well as the industrial site to the west (see Exhibits 3 and 4). Sanitary sewer will also be extended south along CSAH 19 to Otsego Tool and Ohmann Bros. This line would also be connected to the Outlet Mall sewer to eliminate the private lift station and redirect the flows to the Towne Lakes lift station. 20011ndustrial Park NW Improvements A-ALBEV 0113.00 Albertville, Minnesota Page 3 it 5.3 Water Main The water main would connect to the existing 12 inch water main on the north side of the Outlet Mall. It would be extended north to the street right-of--way and continue as a 12 inch main to the west line of the site. A 10 inch line would extend from the 12 inch line to the east property line. The trunk water main would be installed along CSAH 19 to connect to the existing water main to the south. Water services to the lots would be 6-inch diameter with 6-inch gate valves. Hydrants would be spaced along this trunk water main every 400 feet for maintenance and fire protection purposes. 6.0 Proposed Trunk Utility Improvements 6.1 Option 1 Trunk sanitary sewer would be extended from the lift station in the proposed Towne Lakes development to the east across the Vetsch property. This would require obtaining a utility easement from the property owners. The trunk sanitary sewer would need to be jacked underneath CSAH 19 (see Exhibit 5). There are lateral benefits associated with this option that would be assessed to the adjoining properties when they develop, in the amount of $118,622. The trunk costs are estimated at $148,120. With the completion of this trunk sewer, a gravity line would be extended south from the industrial park along CSAH 19 to the Outlet Mall lift station. This would eliminate the lift station and also serve several existing businesses along CSAH 19 that would be assessed. 6.2 Option 2 Under this option, sanitary sewer for the industrial park would extend to a temporary lift station that would connect to a 4-inch forcemain installed along the west side of CSAH 19. This forcemain would connect into the private lift station for the Outlet Mall. This lift station and forcemain would be abandoned when the trunk utilities are extended from the east. There are no lateral benefits with this option, so all construction costs would be trunk costs. This option would only be .used if we are unable to obtain an easement across the Vetsch property or the Towne Lakes development was significantly delayed. Table 1 shows a cost summary of both utility options (see Appendix A for detailed cost estimates}. 20011ndustrial Park NW Improvements A-ALBEV 0113.00 Albertville, Minnesota Page 4 r~ 1 Table 1 Cost Summary for Utility Options Option 1 Option 2 Construction $190,530 $66,720 Contingency $19,053 $6,672 Engineering $32,390 $11,342 Financial $5,716 $2,002 Legal and Administrative $19,053 $6,672 Total Cost $266,742 $93,408 7.0 Cost and Summary The estimated cost for both lot layout options is summarized in Table 2. Costs are based on 2000 construction prices (see Appendix A for detailed cost estimates). This project is necessary to provide city street and utilities to the proposed industrial park and beyond. This project is feasible from an engineering standpoint, and cost effective based on the square foot cost indicated in Table 2. t fl fl !~ Table 2 Cost Summary for Lot Layouts Option 1 Option 2 Construction $593,285 $615,050 Contingency $59,329 $61,505 Engineering $100,858 $104,559 Financial $17,798 $18,451 Legal and Administrative $59,329 $61,505 Total Cost $830,599 $861,070 Deferred Assessments $98,869 $347,972 Cost per Square Foot $0.62 $0.43 20011ndustrial Park NW Improvements A-ALBEV 0113.00 ' Albertville, Minnesota Page 5 t ~' List of Exhibits Exhibit 1 -Lot Layout 1 Exhibit 2 - Lot Layout 2 Exhibit 3 - Utility Layout 1 Exhibit 4 - Utility Layout 2 Exhibit 5 - Trunk Utility Options I~- L e o~ rn n 0 U o ' o 3 w _J w a N O O N O z --~Y- 0 200 400 ii ii i i w i ~ i i U I I I Q N ii i o, i i i v il i r, i i 'i 1 i i ' 1 ii ii ii N ii i i i i w ~ 1 I I r~ Q I ~ I O I I I v I I 1 r c N rn 0 v o U N O 3 w J_ w N Q N O O N O /~j, 1`~1 © i t E 0 200 400 - _ F . _,. ....__. ~ ' ~ ~ S32i~V 8S'Z ~ 5 ~ ~ ~ i= i ~ ~ O O ~ QN i ~ ~ ~ ~ i W ~ ' O z i- cn ~ ~ ~ z WQ i ~ W Q _12 ~ { S3a~b' SL 'Z ~ ~ j W i ` ~ O O O , w ~ ~ i 0 i 1 1 IM 0 a M O U N D O 3 w w Q v ' o v 0 ' o N O 0 M '~ O U ' O U M O N o W _J N Q M M r%~ 0 o ro 0 z -~~iy 0 I 1 ~ ~ `_ 200 400 t 1 C _~ M _~ 0 O M v O J N a o 0 ' o N o f \ VETSCH PROPERTY ~- Q Z Q N ^ ~ z Z O Q^ O O Z g N rn 0 W >- H- N U '-- U Z ~a F- ~O a E- z = a o ._ ENO NO W~ O ~ .~ ~ dHH a p ~ W d W--O ~..' f- J °~- j '• OTSEGO OHMANN OUTLET MALL INDUSTRIAL TOOL BROS. PHASE 2 i PARK i FILE No. CITY INDUSTRIAL PARK AALBEV01 1 3.00 EXHIBIT DATE • TRUNK UTILITY OPTIONS oziz7io~ ALBERTVILLE, MINNESOTA N0.5 I~ t 1 Appendix A Opinion of Probable Cost -Lot Layout 1 Opinion of Probable Cost -Lot Layout 2 Opinion of Probable Cost -Utility Option 1 Opinion of Probable Cost -Utility Option 2 1 ~ =SEN 1200 25th Avenue South, P.0. Box 1717, St. Cloud, MN 56302-1717 320.229.4300 320.229.4301 FAX architecture engineering environ mental transportation 2001 Industrial Park NW Improvements 02/28/01 Albertville, MN SEH NO. A-ALBEV 0113.00 OPINION OF PROBABLE COST LOT LAYOUT 1 ' ITEM UNIT OF TOTAL NO. ITEM DESCRIPTION MEASUREMENT QUANTITY U NIT PRICE TOTAL GENERAL 1 MOBILIZATION LUMP SUM 1.00 $10,000.00 $10,000.00 2 RESTORATION ACRE 1.70 $2,000.00 $3,400.00 ' STREET 3 COMMON EXCAVATION CU YD 12.,950.00 $3.00 $38,850.00 4 GEOTEXTILE FABRIC SQ YD 12,330.00 $1.00 $12,330.00 5 SELECT GRANULAR BORROW TON 12,920.00 $5.00 $64,600.00 6 AGGREGATE BASE, CLASS 5 TON 5,250.00 $7.00 $40,250.00 ' 7 BITUMINOUS BASE COURSE TON 1,620.00 $30.00 $48,600.00 8 BITUMINOUS BINDER COURSE TON 970.00 $30.00 $29,100.00 9 BITUMINOUS WEAR COURSE TON 970.00 $32.00 $31,040.00 10 BITUMINOUS TACK COAT GAL 1,180.00 $2.00 $2,360.00 11 CONCRETE CURB & GUTTER LIN FT 5,290.00 $8.00 $42,320.00 STORM SEWER ' 12 STORM SEWER PIPE LIN FT 2,000.00 $18.00 $36,000.00 13 POND LUMP SUM 1.00 $20,000.00 $20,000.00 SANITARY SEWER 14 10" PVC SANITARY PIPE LIN FT 2,590.00 $18.00 $46,620.00 15 6" PVC SANITARY PIPE LIN FT 315.00 $15.00 $4,725.00 16 10"X6" WYE EACH 9.00 $150.00 $1,350.00 1 17 SANITARY MANHOLE EACH 9.00 $1,500.00 $13,500.00 18 CONNECT TO EXISTING SANITARY EACH 1.00 $500.00 $500.00 19 BEDDING MATERIAL TON 210.00 $8.00 $1,680.00 SANITARY SEWER CSAH 19 20 8" PVC SANITARY PIPE LIN FT 1,450.00 $18.00 $26,100.00 21 6" PVC SANITARY PIPE LIN FT 20.00 $15.00 $300.00 22 10"X6" WYE EACH 2.00 $150.00 $300.00 23 SANITARY MANHOLE EACH 4.00 $1,500.00 $6,000.00 24 CONNECT TO EXISTING SANITARY EACH 1.00 $500.00 $500.00 25 BEDDING MATERIAL TON 120.00 $8.00 $960.00 26 PAVEMENT RESTORATION SY 55.00 $26.00 $1,430.00 27 LANDSCAPING ACRE 1.00 $1,500.00 $1,500.00 1 W:\ALBEV\0113\REPORTS\estimate.xls 1 2/28/01 Short Elliott Hendric kson Inc. Offices located throughout the Upper Midwest Equal Opportunity Employer We help you plan, design, and achieve. i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2001 Industrial Park NW Improvements 02/28/01 Albertville, MN SEH NO. A-ALBEV 0113.00 OPINION OF PROBABLE COST LOT LAYOUT 1 WATER MAIN 28 12" C900 WATER MAIN PIPE LIN FT 2,200.00 $20.00 $44,000.00 29 8" C900 WATER MAIN PIPE LIN FT 1,500.00 $16.00 $24,000.00 30 6" C900 WATER MAIN PIPE LIN FT 430.00 $14.00 $6,020.00 31 12" GATE VALVE EACH 5.00 $1,000.00 $5,000.00 32 8" GATE VALVE EACH 3.00 $750.00 $2,250.00 31 6" GATE VALVE EACH 16.00 $600.00 $9,600.00 32 HYDRANT EACH 7.00 $1,700.00 $11,900.00 33 CONNECT TO EXISTING WATER MAIN EACH 2.00 $600.00 $1,200.00 34 WATER MAIN FITTINGS LBS 2,000.00 $2.50 $5,000.00 CONSTRUCTION $593,285.00 CONTINGENCY $59,328.50 ENGINEERING $100,858.45 FISCAL $17,798.55 LEGAL & ADMIN $59,328.50 TOTAL $830,599.00 W:W LB EVi0113\RE PORTS\estimate.xls 2 2!28/01 1200 25th Avenue South, P.0. Box 1717, St. Cloud, MN 56302-1717 320.229.4300 320.229.4301 FAX architecture engineering environmental transportation ' 2001 Industrial Park NW Improvements 02/28/01 Albertville, MN SEH NO. A-ALBEV 0113.00 r t ITEM NO. ITEM DESCRIPTION ' GENERAL 1 MOBILIZATION 2 RESTORATION STREET 3 COMMON EXCAVATION 4 5 GEOTEXTILE FABRIC SELECT GRANULAR BORROW 6 AGGREGATE BASE, CLASS 5 ' 7 8 BITUMINOUS BASE COURSE BITUMINOUS BINDER COURSE 9 BITUMINOUS WEAR COURSE 10 11 BITUMINOUS TACK COAT CONCRETE CURB & GUTTER STORM SEWER 12 13 STORM SEWER PIPE PONDS SANITARY SEWER 14 15 10" PVC SANITARY PIPE 6" PVC SANITARY PIPE 16 10"X6" WYE 17 18 SANITARY MANHOLE CONNECT TO EXISTING SANITARY 19 BEDDING MATERIAL SANITARY SEWER CSAH 19 20 8" PVC SANITARY PIPE 21 6" PVC SANITARY PIPE 22 23 10"X6" WYE SANITARY MANHOLE 24 CONNECT TO EXISTING SANITARY 25 BEDDING MATERIAL 26 PAVEMENT RESTORATION 27 LANDSCAPING WATER MAIN ' 28 12" C900 WATER MAIN PIPE 29 8" C900 WATER MAIN PIPE 30 6" C900 WATER MAIN PIPE ' 31 12" GATE VALVE 32 8" GATE VALVE W:W LB EV10113\REPORTS\estimate.xls ' Short Elliott Hendrickson Inc. OPINION OF PROBABLE COST LOT LAYOUT 2 UNIT OF TOTAL MEASUREMENT QUANTITY UNIT PRICE TOTAL LUMP SUM 1.00 $10,000.00 $10,000.00 ACRE 1.80 $2,000.00 $3,600.00 CU YD 13,350.00 $3.00 $40,050.00 SO YD 12,720.00 $1.00 $12,720.00 TON 13,320.00 $5.00 $66,600.00 TON 5,920.00 $7.00 $41,440.00 TON 1,670.00 $30.00 $50,100.00 TON 1,000.00 $30.00 $30,000.00 TON 1,000.00 $32.00 $32,000.00 GAL 1,220.00 $2.00 $2,440.00 LIN FT 5,450.00 $8.00 $43,600.00 LIN FT 2,000.00 $18.00 $36,000.00 LUMP SUM 1.00 $20,000.00 $20,000.00 LIN FT 2,660.00 $18.00 $47,880.00 LIN FT 350.00 $14.00 $4,900.00 EACH 10.00 $150.00. $1,500.00 EACH 10.00 $1,500.00 $15,000.00 EACH 1.00 $500.00 $500.00 TON 220.00 $8.00 $1,760.00 LIN FT 1,450.00 $18.00 $26,100.00 LIN FT 20.00 $14.00 $280.00 EACH 2.00 $150.00 $300.00 EACH 4.00 $1,500.00 $6,000.00 EACH 1.00 $500.00 $500.00 TON 120.00 $8.00 $960.00 SY 55.00 $26.00 $1,430.00 ACRE 1.00 $1,500.00 $1,500.00 LIN FT 2,540.00 $20.00 $50,800.00 LIN FT 1,540.00 $16.00 $24,640.00 LIN FT 475.00 $14.00 $6,650.00 EACH 5.00 $1,000.00 $5,000.00 EACH 3.00 $750.00 $2,250.00 1 2/28/01 Offices located throughout the Upper Midwest Equal Opportunity Employer We help you plan, design, ¢nd ¢chieve. i 2001 Industrial Park NW Improvements Albertville, MN SEH NO. A-ALBEV 0113.00 OPINION OF PROBABLE COST LOT LAYOUT 2 02/28/01 33 6" GATE VALVE 34 HYbRANT 35 .CONNECT TO EXISTING WATER MAIN 36 WATER MAIN FITTINGS W:\ALBEV\0113\R EPORTS\estimate.xls EACH 17.00 $600.00 $10,200.00 EACH 7.00 $1,700.00 $11,900.00 EACH 2.00 $600.00 $1,200.00 LBS 2,100.00 $2.50 $5,250.00 CONSTRUCTION $615,050.00 CONTINGENCY $61,505.00 ENGINEERING $104,558.50 FISCAL $18,451.50 LEGAL & ADMIN $61,505.00 TOTAL $861,070.00 2 2/28/01 t ITEM NO. 1200 25th Avenue South, P0. Box 1717, St. Cloud, MN 56302-1717 320.229.4300 320.229.4301 FAX ' architecture engineering environmental transportation 2001 Industrial Park NW Improvements 02/28/01 Albertville, MN SEH NO. A-ALBEV 0113.00 GENERAL 1 2 MOBILIZATION RESTORATION SANITARY SEWER ' 3 12" PVC SANITARY PIPE 4 8" PVC SANITARY PIPE 5 24" STEEL CASING PIPE ' 6 SANITARY MANHOLE 7 EXTRA DEPTH MANHOLE 8 CONNECT TO EXISTING SANITARY ' 9 BEDDING MATERIAL SANITARY SEWER ' 1 2 MOBILIZATION RESTORATION LUMP SUM ACRE 1.00 2.40 $4,000.00 $1,000.00 $4,000.00 $2,400.00 3 8" PVC SANITARY PIPE LIN FT 2,675.00 $18.00 $48,150.00 4 SANITARY MANHOLE EACH 13.00 $2,000.00 $26,000.00 5 CONNECT TO EXISTING SANITARY EACH 1.00 $500.00 $500.00 6 8" PVC SANITARY PIPE LIN FT 120.00 $16.00 $1,920.00 7 BEDDING MATERIAL TON 220.00 $8.00 $1,760.00 .CONSTRUCTION $84,730.00 TOTAL BENEFIT COST $118,622.00 TRUNK COST $148,120.00 ' W:IALBEV\01 13\REPORTS\estimate.xfs 1 2/28/01 Short Elliott Hen drickson Inc. Offices located throughout the Upper Mi dwest Equ al Opportunity Employer ' OPINION OF PROBABLE COST UTILITY OPTION 1 LUMP SUM 1.00 $7,000.00 $7,000.00 ACRE 2.40 $2,000.00 $4,800.00 LIN FT 2,635.00 $50.00 $131,750.00 LIN FT 120.00 $16.00 $1,920.00 LIN FT 80.00 $150.00 $12,000.00 EACH 14.00 $1,500.00 $21,000.00 LIN FT 98.00 $100.00 $9,800.00 EACH 1.00 $500.00 $500.00 TON 220.00 $8.00 $1,760.00 CONSTRUCTION $190,530.00 CONTINGENCY $19,053.00 ENGINEERING $32,390.10 FISCAL $5,715.90 LEGAL & ADMIN $19,053.00 TOTAL $266,742.00 LATERAL BENEFIT -UTILITY OPTION 1 UNIT OF TOTAL ITEM DESCRIPTION MEASUREMENT QUANTITY UNIT PRICE TOTAL We help you plan, design, and achieve. ~ =SEN 1200 25th Avenue Sauth, P.O. Box 1717, St. Cloud, MN 56302-1717 320.229.4300 320.229.4301 FAX ' architecture engineering environmental transportation 2001 Industrial Park NW Improvements 02/28/01 Albertville, MN 8EH NO. A-ALBEV 0113.00 ' NO. ITEM DESCRIPTION GENERAL ' 1 MOBILIZATION 2 RESTORATION SANITARY SEWER 3 10" PVC SANITARY PIPE 4 4" PVC FORCE MAIN ' 5 TEMPORARY LIFT STATION 6 CONNECT TO EXISTING SANITARY t ' W:\ALBEV\0113\REPORTS\estimate.xls Short Elliott Hendrickson Inc. OPINION OF PROBABLE COST UTILITY OPTION 2 UNIT OF TOTAL MEASUREMENT QUANTITY UNIT PRICE TOTAL LUMP SUM 1.00 $5,000.00 $5,000.00 ACRE 1.10 $2,000.00 $2,200.00 LIN FT 30.00 $18.00 $540.00 LIN FT 1,540.00 $12.00 $18,480.00 EACH 1.00 $40,000.00 $40,000.00 EACH 1.00 $500.00 $500.00 CONSTRUCTION $66,720.00 CONTINGENCY $6,672.00 ENGINEERING $11,342.40 FISCAL $2,001.60 LEGAL & ADMIN $6,672.00 TOTAL $93,408.00 1 Offices located throughout the Upper Mitlwest We help you plan, design, and achieve. 2/28/01 • Equal Opportunity Employer