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Home My WebLink About15.C.1. 17th Avenue, CR 77 and CR 79 Road Projects Associated with Countryside IS', C . I . CITY OF SHAKOPEE Memorandum TO: Mayor & City Council Mark McNeill, City Administrator FROM: Bruce Loney, Public Works Director SUBJECT: Update on 1 ih A venue,) from CSAH 15 to C.R. 79 and C.R. 77 and C.R. 79 Road Projects associated with Countryside and Independence School District #720 New Senior High School DATE: December 21, 2004 INTRODUCTION: Attached to this memorandum is a drawing showing the proposed improvements to 1 ih Avenue, C.R. 77 and C.R. 79, from the meetings held by Independent School District #720, Scott County, City, developer and Shakopee Public Utilities (SPUC). The purpose of this agenda item is to update the Council as to the magnitude of the County road improvements that are being contemplated through the joint effort ofthese meetings. BACKGROUND: On August 17, 2004, City Council authorized the appropriate City officials to enter into a reimbursement agreement with Tollefson Development, Inc. for the design of 17th Avenue, from CSAH 15 to C.R. 79, and to preliminarily look at the design ofC.R. 77 and c.R. 79 to the proposed Countryside development and Independent School District #720 new high school project. Council also authorized the appropriate City officials to enter into an extension agreement with WSB & Associates, Inc. for these design services. City staff along with County staff, school district staff, SPUC's staff, WSB & Associates, the developer's engineers and Tollefson Development's staff have been meeting every two weeks to review and coordinate the plans on these roadway improvements. Through these meetings and coordination between WSB & Associates, Inc. and the developer's engineer, MFRA, the design 17th Avenue, from CSAH 15 to C.R. 79 is complete. Through these joint efforts, the conclusion from the parties that have attended these meetings is that it is worthwhile and best for everyone involved the construct the ultimate improvements for C.R. 77 and C.R. 79, with the construction work for 1 ih Avenue and Countryside Development. Attached to this memo are preliminary cost estimates from WSB & Associates, Inc. on improvements to 1 ih Avenue, c.R. 77 and C.R. 79 and also showing the cost participation of each party involved with these road improvements. Also attached to this memorandum is the City's Capital Improvement Program individual project sheets, which shows the estimated cost at that time for the projects that are being contemplated. Prom the Capital Improvement estimates, the City's participation for 17th A venue and C.R. 77 is estimated to be $700,000.00. There is no estimate sheet for C.R. 79 for the 2005 Budget. The estimates from WSB & Associates for c.R. 79, c.R. 77 and 1 ih Avenue, is that the City's costs are estimated to be $650,000.00. Recently, Tollefson Development, Inc. has taken bids for Countryside Development, as well as the estimated quantities for these road improvement projects. Although the exact numbers are not known, the indications are that the actual bids are significantly less that WSB's estimate. A firmer number can be provided to City Council at the first meeting in January, along with an extension agreement with WSB & Associates, Inc. for design of c.R. 77 and c.R. 79 and reimbursement agreements with Tollefson Development, Inc. At this time City staff wanted to inform City Council of the results of these meetings between the School District, Scott County, developer and SPUC on the improvements in this area. The Countryside plat is currently under review by City staff and a public hearing is scheduled for February. The Shakopee School District is finalizing their plans and preparing for going out for bids. Prom the meetings that have occurred at the School District's office, the general consensus of the School District, developer, Scott County and City staffis to reconstruct all roads within and adjacent to the development would be the best for all involved. Again, the purpose of this memo is to update the City Council as to the progress of the 1 ih Avenue design and other roadways adjacent to the Shakopee School District project and for Council to provide direction to staff on this project. ALTERNATIVES: 1. Discuss the improvements and cost sharing of these improvements and provide direction to staff. 2. Table for additional information. RECOMMENDATION: Staff recommends Alternative No.1, to provide direction to staff as to the improvements in this area, as City staff does have another meeting with the School District on December 22,2004 and report back on Council's input. ACTION REQUESTED: Discuss the improvements to 17th Avenue, fromCSAH 15 to C.R. 79 and improvements to C.R. 77 and c.R. 79 adjacent to Countryside Development and Independent School District #720 High School project and provide direction to staff. ~e~ Public Works Director BUpmp ENGRl2005PROJECTS/17THA VElWORDIlMPROVEMENTS City of Shakopee Capitallmr rovement Program 2005 - 2009 . Project Manager Project Type: Project Title: 17th Avenue Total Project Cost: Bruce Loney Street Reconstruction from C.R. 77 to C.R. 79 $1,400,000 . A. Expenditure Items: 2005 2006 2007 2008 2009 Land & ROW Construction 1,200,000 Improvements Engineering/Admin. 200,000 Total 1,400,000 - - - - - B. Funding Source: General Fund . Capital Improvement Funds 200,000 Tax Increment Fund Park Reserve Fund Grants (specify) Donations (specify) 400,000 (County) State Aid Assessments 800,000 Sanitary Sewer Fund-Base Sanitary Sewer Fund-Flow Sanitary Sewer Fund-Trunk Storm Drainage Fund-Base Storm Drainage Fund-Trunk Tax Levy Total 1,400,000 - - - - - _~...1.:l~!IJgtL~VE:,.L--;:..-::-,J!~,~~ ~U .)1" Ii J~~ ~/'-"'f;fl:~ jf!/t\~ )~.~4~>GE' .L...:. Description: ~>,Q" .II. ,.9:.<._..:4kr :: '-:/)~~~~r,&;'jn(illi~;~~\Jgl~ lfi [[ (r~~ C\..'..J C?lIector street construction .on 17th ~venue, from C.R. 77 to C.R. 79 ~~2~i:\;f. ': l~",,,,,;ri! .~.J l~~.J~'~~F~~~lJ~..2.\:)J~ CT. ,,<' with turn lanes added at the mtersectlon of C.R. 79 and C.R. 77. "",!r. 01.'.<:70 ;: ~i ~\J; " ;: :~,;.i~l~,'::h C~~~!tJiL'1!'.:~r;.r~,T:'m.:f';U'lP /--:::-'~___, ~"....~~ :f'M :!.,,,,,,,,, ~V( ::'" !i i~__m..l-m. W-'-"i ),'i _--""",~~~. ~. D . ", (If ..... ""j,pm__m___,,~~)' _~~__"_' f ~~~~%>;--$f":'7;i"~~~~j&:'::X::Z}?;i::Y:~'~';';";:~;~;;:~:~~-p;J<:rJff~~~~vt"'l ~r :: '"'\,,/ /l' "'-.ifJr PRO"OFT1O'''! ~ib ;"'~.-.-1. / : w1s. ~l --~-l, I ! i- ,,--=Y : ~;:,\~~Q.f'~:f 'P -:[;1:..." J[ 1: I /~ -tiE ,I ~j: ,,+~/;::=ir-:::::']r-::;:~;r' , , "<7 :~ :l,,-,~/.., ~\ 'R....,.~l)i. ;: I . l.~:!\o/ '""",,-":"L !."..l&'(.': ~ ~ ,'. \ : w __1l ,}", fl..",.,".<'!!JT',,'j~P' ~ If :: ",i . ~I, ;;-.: It ~ r--,"qi--,\..(rouVE ._, .. n .: / \ : "',; ~: I , \~ ,., L---...Jk 'f~~l\ RD. ~I fE !; / \.: ~I~~'~~~~;~)~i\ Justification: LOC/\ TI 00 ;___'m'/ ~~>, Cl>Itt /4l~i"j:~if ~~~~l~ City wo~ldconstru?t roadway due to development and to provide access to @, ~Ii --------<~~~!!~N::; DR. 0 't",,~~!.. developing properties ~I ~~ J ~~W!l!o1>;~~~DR. ~[~~rjr' L _"~~~'" --m-~!::..~::: !~..;;JR ~s \i'~ 71 Other Comments: :: -------=..j;=--=,......j~"'='~ ,<t~J 1,32 County would like City to construct and assess the local equivalent to \i ,:; ~ ....~ developing property and County/City pay for remaining improvements, per :: ~:; r\)~':"PTOO COR~:~r~'^CE County Cost Participation Policy. Project will be developer driven and needs .-'.," ".....T""'~J:.."'~0-~{~@;.:r'''''''.'...''''''.-..''''''.-'....A-."'@}~~lr:.,~r"""l':.,,,.l,,,,,,,,,,P~0~,~,,,,,,,,,,,,,,,< annexation of area from Jackson Township to City of Shakopee. 4 !/..;? \V7,1~~ t Operatinq Costs: rovement Pro ram 2005 - 2009 Project Manager Project Title: 17th Avenue Total Project Cost: Bruce Lone from C.R.15 to C.R. 77 $1,400,000 A. Ex enditure Items: 2005 2006 2007 2008 2009 Land & ROW Construction 1,000,000 Improvements Engineering/Admin. 400,000 Total 1,400,000 - - - - - B. Fundin Source: General Fund Capital Improvement Funds 200,000 Park Reserve Fund Grants (specify) Donations - County 400,000 State Aid Assessments 800,000 Sanitary Sewer Fund-Base Sanitary Sewer Fund-Flow Sanitary Sewer Fund-Trunk Storm Drainage Fund-Base Storm Drainage Fund-Trunk Tax Levy Total - - - - - Description: Collector street construction on 17th Avenue, from C.R. 15 to C.R. 77. f w D :;;: ~ ~ ~ w ~ W D ~ ST. ...,. Justification: City would construct roadway due to development and to provide access to developing properties ST. 'W. B 130th s:r, Other Comments: 7 County would like City to construct and assess the local equivalent to developing property and County/City pay for remaining improvements, per County Cost Participation Policy. Project will be developer driven and needs annexation of area from Jackson Township to City of Shakopee. SITE LOCA T~ON OperatinQ Costs: rovement Pro ram 2005 - 2009 Project Manager Project Title: C.R. 77 from Total Project Cost: Bruce Lone 17th Ave South $1,200,000 A. Ex enditure Items: 2005 2006 2007 2008 2009 Land & ROW Construction 900,000 Improvements Engineering/Admin. 300,000 Total 1,200,000 - - - - - B. Fundin Source: General Fund Capital Improvement Funds 300,000 Park Reserve Fund Grants (specify) Donations - County State Aid Assessments 900,000 Sanitary Sewer Fund-Base Sanitary Sewer Fund-Flow Sanitary Sewer Fund-Trunk Storm Drainage Fund-Base Storm Drainage Fund-Trunk Tax Levy Total - - - - - Description: Reconstruct CR 77 from TH 169 to 300' south of 17th Ave. f w 0 ;:: + ~ ~ w ~ w 0 ~ ST. v. Justification: City would reconstruct roadway due to development and to provide access to developing properties ST. v, B 130th ST. Other Comments: The City will construct and assess the local equivalent to the developing property and pay for remaining improvements. The county does not have funds available at this time to participate in the improvements. SITE LOCATION OperatinQ Costs: ENGINEER'S ESTIMA TE "''"l:: % " ;I:, % u' WSB Project: 17th Avenue Extension (County Road 79 to County Road 15) Project Location: Shakopee, MN WSB Project No: 01566-06 Opinion of Probable Cost Developer Cost City Cost County Cost . Equiv. 37' Roadway/Storm Widening from 37'-44' Concrete median Turn Lanes, Grading Bituminous Trail Storm Sewer for Median Wm. Main, San. Sewer Storm Sewer for Widening , Sidewalk, Traffic Control 50% conduit Removals, Erosion control Project Total 50% Conduit TAB SHEET Item Unit Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated No, NUmber . Description Notes Unit Price Quantity Cost Ouantity Cost Ouantity Cost Ouantity Cost . ! /2104,505 REMOVE BITUMINOUS PAVEMENT SQYD $1.75 910,00 $1,592,50 910,00 $1,592.50 2104.509 REMOVE PERMANENT BARRICADE EACH $50,00 .3,00 $150,00 3,00 $150,00 . 2104.513 SA WING BITUMINOUS PAVEMENT (FULL DEPTH) UN FT $3,00 1,780,00 $5,340,00 1,780,00 $5,340,00 . 2104,523 SALVAGE SIGN TYPE C EACH $50,00 2,00 $100,00 2,00 $100,00 2105.501 COMMON EXCAVATION (EV) CUYD $3,50 3,330,00 $11,655,00 3,330,00 $11,655.00 2105.522 SELECT GRANULAR BORROW MOD (CV) (P) CUYD $6.50 42,875,00 $278,687,50 29,810,00 $193,765,00 13,065,00 $84,922.50 2112.501 SUBGRADE PREPARATION ROAD STA $250,00 63,00 $15,750,00 63,00 $15,750,00 2211.503 AGGREGATE BASE (CV) CLASS 5 (100% CRUSHED) (P) CUYD $21.00 17,490,00 $367,290,00 13,555,00 $284,655,00 1,391.00 $29,211,00 2,544,00 $53,424,00 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GALLON $2,00 4,750,00 $9,500,00 1,925,00 $3,850,00 2,825,00 $5,650,00 2360,501 2,0" THICK TYPE MV4 WEARING COURSE MIXTURE B SQYD $5.10 49,500,00 $252,450,00 38,365,00 $195,661.50 3,935,00 $20,068.50 7,200,00 $36,720,00 2360.501 2,0" THICK TYPE MV4 WEARING COURSE MIXTURE B SQYD $5.10 47,080,00 $240,108,00 35,945,00 $183,319,50 3,935,00 $20,068.50 7,200,00 $36,720,00 2360.502 3,0" THICK TYPE MV 4 NON WEARING COURSE MIXTURE B SQYD $7,65 47,080,00 $360,162,00 13,655,00 $104,460,75 33,425,00 - $255,701.25 2501.515 15" RC PIPE APRON EACH $400,00 5.00 $2,000,00 4,00 $1,600,00 1.00 . $400,00 2501.515 24" RC PIPE APRON EACH $600,00 1.00 $600,00 1.00 . $600,00 2501.515 27" RC PIPE APRON EACH $750,00 1.00 $750,00 1.00 $750,00 2501.515 30" RC PIPE APRON EACH $850,00 1.00 $850,00 1.00 $850,00 2501.602 TRASH GUARD FOR 15" PIPE APRON EACH $400,00 4,00 $1,600,00 4,00 $1,600,00 . 2501.602 TRASH GUARD FOR 24" PIPE APRON EACH $600,00 1.00 $600,00 1.00 $600,00 2501.602 TRASH GUARD FOR 30" PIPE APRON EACH $650,00 1.00 . $650,00 1.00 $650,00 .." 2501.602 TRASH GUARD FOR 36" PIPE APRON EACH $800,00 1.00 $800,00 1.00 .. $800,00 2503.541 15" RC PIPE SEWER DESIGN 3006 CLASS V LIN FT $23,00 3,276,00 $75,348,00 2,100,00 $48,300,00 796,00 $18,308.00 380.00 $8,740,00 2503.541 18" RC PIPE SEWER DESIGN 3006 CLASS V UN FT $27,00 550,00 $14,850,00 150,00 $4,050,00 400,00 $10,800,00 2503.541 21" RC PIPE SEWER DESIGN 3006 CLASS V LIN FT $31.00 590,00 $18,290,00 450,00 $13,950,00 66,00 $2,046,00 74,00 $2,294,00 2503.541 24" RC PIPE SEWER DESIGN 3006 CLASS III LIN FT $35,00 302,00 $10,570,00 24,00 $840,00 278,00 $9,730,00 2503,541 27" RC PIPE SEWER DESIGN 3006 CLASS III UN FT $44,00 61.00 $2,684,00 61.00 $2,684,00 2503,541 30" RC PIPE SEWER DESIGN 3006 CLASS III UN FT $52,00 101.00 $5,252,00 77.00 . $4,004,00 24,00 $1,248,00 2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4020 UN FT $200,00 320,00 $64,000,00 145,00 $29,000,00 115,00 $23,000,00 60,00 $12,000,00 2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 54-4020 UN FT $300,00 15,00 $4,500,00 15,00 $4,500,00 2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 72-4020 LIN FT $350,00 4,00 $1,400,00 4,00 $1,400,00 2506.516 CASTING ASSEMBLY (STORM) EACH $400,00 129,00 $51,600,00 33.00 $13,200,00 58,00 $23,200,00 38,00 $15,200,00 2511.501 RANDOM RIPRAP, CLASS SPECIAL CUYD $125,00 37,00 $4,625,00 37,00 $4,625,00 2511.515 GEOTEXTILE FILTER, TYPE IV SQYD $3.25 56,00 $182,00 56,00 $182,00 2503,603 20" STEEL CASING PIPE (OPEN CUT) LIN FT $90,00 380,00 $34,200,00 380,00 $34,200,00 2503,603 24" STEEL CASING PIPE (OPEN CUT) LIN FT $110,00 110,00 $12,100,00 110,00 $12,100,00 - Proposal Form_revised_format_splits_17thAve,xls 1 12/15/2004 WSB Project: 17th A venue Extension (County Road 79 to County Road 15) Project Location: Shakopee, MN WSB Project No: 01566-06 Opinion of Probable Cost Developer Cost City Cost County Cost Equiv. 37' Roadway/Storm Widening from 37'-44' Concrete median Turn Lanes, Grading Bituminous Trail Storm Sewer for Median Wm. Main, San. Sewer Storm Sewer for Widening Sidewalk, Traffic Control 50% conduit Removals, Erosion control Project Total 50% Conduit . TAB SHEET Item Unit Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated No, Number Description Notes Unit Price Ouantity Cost Ouantity Cost Ouantity Cost Ouantity Cost 2503,602 CONNECT TO EXISTING SANITARY SEWER EACH $300.00 6,00 $1,800,00 6,00 $1,800,00 2503,603 8" PVC PIPE SEWER, SDR-35 LIN FT $30,00 355,00 $10,650,00 355,00 $10,650,00 2503,603 10" PVC PIPE SEWER, SDR-26 LIN FT $35,00 . 230,00 $8,050,00 230,00 $8,050,00 2506.516 CASTING ASSEMBLY (SANITARY) EACH $400,00 3.00 $1,200,00 3,00 $1,200,00 2506,602 MANHOLE MARKER EACH $50,00 2,00 $100,00 2,00 $100,00 2506,603 CONSTRUCT 48" SANITARY SEWER MANHOLE LIN FT , $200,00 50,00 $10,000,00 50,00 $10,000,00 2521.501 4" CONCRETE WALK (SIDEWALK) SQFT $3,80 25,440,00 $96,672,00 25,440,00 $96,672.00 2521.501 4" CONCRETE WALK (MEDIAN) SQFT $3.20 36,880,00 $118,016,00 36,880,00 $118,016,00 2521.511 2,5" BITUMINOUS WALK . SQFT $1.75 40,325,00 $70,568,75 40,325,00 $70,568,75 2531.501 CONCRETE cuRB & GUTTER, DESIGN B424 LIN FT $10,00 20,830,00 $208,300,00 10,775,00 $107,750,00 65,00 $650,00 9,990,00 $99,900,00 I.. 2531.502 CONC, CURB & GUTTER DESIGN SPECIAL (SHAK. SURMOUNTABLE) LIN FT $9,00 240,00 $2,160,00 240,00 ... $2,160,00 2531.602 PEDESTRIAN CURB RAMP EACH $350,00 28,00 $9,800,00 14,00 $4,900,00 14,00 $4,900,00 2531.602 CONCRETE MEDIAN NOSE; DESIGN 7109 EACH $400,00 8,00 $3,200,00 8,00 $3,200,00 2545.511 LIGHTING UNIT TYPE SPECIAL EACH $4,250,00 22,00 $93,500,00 11.00 $46,750,00 11.00 $46,750,00 2545.513 LUMINAIRE (250 WATT lIPS ) EACH $600,00 22,00 $13,200,00 11.00 $6,600,00 11.00 $6,600,00 2545,603 1.25" PVC CONDUIT . LIN FT $4,00 6,400,00 $25,600,00 3,200,00 $12,800,00 3,200,00 $12,800,00 2545,603 2" PVC CONDUIT . LIN FT $4,00 2,800,00 $11,200,00 1,400,00 $5,600,00 1,400,00 $5,600,00 2545,603 3" PVC CONDUIT LIN FT $6,00 2,800,00 $16,800,00 1,400,00 $8,400.00 1,400,00 $8,400,00 2545,603 4" PVC CONDUIT . LIN FT $6,00 2,800,00 $16,800.00 1,400,00 $8,400,00 1,400,00 $8,400,00 2554,505 PERMANENT BARRICADES LIN FT $100,00 12,00 $1,200,00 12,00 $1,200,00 2563,601 TRAFFIC CONTROL LUMP SUM $7,500,00 1.00 $7,500,00 1.00 $7,500,00 2564,602 INSTALL SIGN, TYPE C EACH $100,00 16,00 $1,600,00 16,00 $1,600,00 2564,602 F &1 SIGN PANEL, TYPE SPECIAL (STREET) EACH $350,00 16,00 $5,600,00 16,00 $5,600,00 2564,602 PAVEMENT MESSAGE (LT ARROW) - EPOXY EACH $275,00 20,00 $5,500,00 20,00 $5,500,00 2564,602 PAVEMENT MESSAGE (RT ARROW) - EPOXY EACH $275,00 28,00 $7,700,00 28,00 $7,700,00 2564,602 PAVEMENT MESSAGE (RT-THRU ARROW) - EPOXY EACH $300,00 16,00 $4,800,00 16,00 $4,800,00 2564,602 PAVEMENT MESSAGE (LT ARROW) - PAINT EACH $175,00 16,00 $2,800,00 16,00 $2,800,00 2564,602 PAVEMENT MESSAGE (RT ARROW) - PAINT EACH $175 26,00 $4,550,00 26,00 $4,550,00 2564,602 MEDIAN SIGN POST ANCHOR EACH $75 29,00 . $2,175,00 29,00 $2,175,00 2564,603 4" SOLID LINE WHITE - EPOXY LIN FT $0,25 7,265,00 $1,816.25 7,265,00 $1,816,25 2564,603 4" BROKEN LINE WHITE -EPOXY LIN FT $0.30 10,440,00 $3,132,00 250,00 $75,00 10,190,00 $3,057,00 2564,603 4" DOUBLE SOLID LINE YELLOW - EPOXY LIN FT $0,90 3,700,00 $3,330,00 3,700,00 $3,330,00 2564,603 4" SOLID LINE WHITE - PAINT LIN FT $0.10 6,200,00 $620,00 6,200,00 $620,00 2564,603 4" BROKEN LINE WHITE - PAINT LIN FT $0.15 10,190,00 $1,528.50 10,190,00 $1,528.50 2564,603 4" DOUBLE SOLID LINE YELLOW - PAINT LIN FT $0,15 4,500.00 $675,00 4,500,00 $675,00 2564,604 ZEBRA CROSSWALK WHITE - EPOXY SQFT $2.50 4,070,00 $10,175,00 4,070,00 $10,175,00 Proposal Form_revised_format_splits_17thAve.xls 2 12/15/2004 ENGINEER'S ESTIMATE - - - WSB Project: 17th Avenue Extension (County Road 79 to County Road I S) Project Location: Shakopee, MN WSB Project No: 01566-06 Opinion of Probable :Cost... Developer Cost City Cost County Cost Equiv. 3TRoadway/Storm Widening from 37-44' Concrete median Turn Lanes, Grading Bituminous Trail Storm Sewer for Median Wm. Main, San. Sewer Storm Sewer for Widening Sidewalk, Tratfic Control 50% conduit Removals, Erosion control Project Total 50°/d Conduit TAB SHEET Item Unit Estimated Estimated. Estimated Estimated Estimated Estimated Estimated Estimated No. Number Descri lion Notes Unit- Price uanti Cost uanti Cost uanti Cosy anti Cost 2564.618 SIGN PANELS, TYPE C SQ FT $38.00 525.00 $19,950.00 225.00 $8,550.00 145.00. $5,510.00 155.00 $5,890.0 2573.502 SILT FENCE, TYPE MACHINE SLICED LIN FT $2.50 3,000.00 $7,500.00 3,000.00 $1,500.00 2573.530 IlVLET PROTECTION, TYPE A EACH $100.00 10.00 $1,000.OD 4.00 $400.00 6.00 $6D0.00 2573.530 INLETPROTECTION,TYPEC EACH- $]00.00 92.00 $9,200.00 22.00 $2,200.00 32.00 $3,200.00 38.00 $3,800.00 2573.605 TEMPORARY ROCK CONSTRUCTION ENTRANCE EACH $1,500.00 2.00 $3,000.00 2.00 $3,000.00 2575.501 SEEDING ACRE $250,00 5.00 $1;250.00 5.00. $1,250.00 2575.608 SEED MIXTURE I50 POUND $3.00 300.00 $900.OD 300.00. $900.00 2575.608 SEED MIXTURE 250 POUND $6.50 250.00 $1,625.00 250.00 $1,625. 2575.505 SODDING, TYPE SALT RESISTANT SQ YD $2.85 18;810.00 $53,608.50 18,810.00 ' $53,608.5 2575.511 MULCH MATERIAL,TYPE1 TON $100.00 10.75. $1,075.00 10.75 $1,075.00 2575.532 COMMERCIALFERTANALYSIS22-5-10 POUND $0.35 1,000.00 $350.00 1,000.00. $350.00 2575.605 DISK ANCHORING ACRE $100.00 5.00 $500.00 5.00. $500.00 Subtotal $2,732,513.00 $1,617,893.00 $345,555.25 $769,064.7 10% contingency $273,251.30 $161,789.30 $34,555.53 $76,906. Total $3,005,76430 $1,779,682.30 $380,110.78 $845,971.23 Proposal Form_revised format splits 17thAve.xls 3 12!1512004 ENGINEER'S ESTIMATE WSB Project: 17th Avenue Extension (County Road 79 to County Road 15) Project Location: Shakopee,MN WSB Project No: 01566-06 Opinion of Probable Cost (County Road 77)--Overlay on Shoulders ~ Countryside Development School District Storm Sewer CRn CR77 CRn CR77 North of 17th Ave East Half South City of 75% Countryside/ and West Half South of17thAve Shakopee 25% School District of17th Ave Project Total TAB SHEET Item Unit Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated No. Number Descriotion Notes Unit Price Ouantitv Cost Ouantitv Cost Ouantitv Cost Ouantitv Cost Ouantitv Cost 2104.501 REMOVE CURB AND GUTTER UNFT $3.00 . 2104.501 REMOVE GUARD RAIL UNFT $3.00 230.00 $690.00 230.00 $690.00 2104.503 REMOVE CONCRETE WALK SQYD $5.00 2104.503 REMOVE BITUMINOUS WALK SQYD $2.50 2104.505 REMOVE BITUMINOUS PAVEMENT SQYD $1.75 1,050.00 $1,837.50 1,050.00 $1,837.50 2104.509 REMOVE PERMANENT BARRICADE EACH $50.00 .. ..... 2104.511 SA WING CONCRETE PAVEMENT (FULL DEPTH) UN FT $7.50 ....... , 2104.513 SA WING BITUMINOUS PAVEMENT (FULL DEPTH) UN FT $3.00 6,160.00 $18,480.00 6,160.00 $18,480.00 2104.523 SALVAGE SIGN TYPE C EACH $50.00 3.00 $150.00 2.00 $100.00 1.00 $50.00 2105.501 COMMON EXCAVATION (EY) CUYD $3.00 2105.503 REMOVE SEWER PIPE (STORM) UN FT $10.00 174.00 $1,740.00 . 174.00 $1,740.00 2105.522 SELECT GRANULAR BORROW MOD (CY) (P) (24"THlCK) CUYD $6.50 3,600.00 $23,400.00 3,600.00 $23,400.00 2105.523 COMMON BORROW (CY) CUYD $4.00 24,900.00 $99,600.00 19,500.00 $78,000.00 5,400.00 $21,600.00 2112.501 SUBGRADE PREPARATION ROADSTA 2211.503 AGGREGATE BASE (CY) CLASS 5 (100% CRUSHED) (P) (6"TIDCK) CUYD $21.00 400.00 $8,400.00 400.00 $8,400.00 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GALLON $2.00 535.00 $1,070.00 375.00 $750.00 160.00 $320.00 2360.501 1.5" TIDCK TYPE SP 9.5 WEARING COURSE MIX (4,F) SQYD $3.85 13,690.00 $52,706.50 8,004.00 $30,815.40 3,176.00 $12,227.60 2,510.00 $9,663.50 2360.502 2.0" TIDCK TYPE SP 12.5 LEVELING COURSE MIX (4,B) SQYD $5.10 13,690.00 $69,819.00 9,800.00 $49,980.00 3,890.00 $19,839.00 2501.515 30" RC PIPE APRON EACH $750.00 2501.602 TRASHGUARD FOR 30" PIPE APRON EACH $650.00 2503.541 12" RC PIPE SEWER DESIGN 3006 CLASS V LIN FT $21.00 529.00 $11,109.00 , 529.00 $11,109.00 2503.541 15" RC PIPE SEWER DESIGN 3006 CLASS V LIN FT $23.00 706.00 $16,238.00 706.00 $16,238.00 2503.541 18" RC PIPE SEWER DESIGN 3006 CLASS V UN FT $27.00 201.00 $5,427.00 201.00 $5,427.00 2503.541 21" RC PIPE SEWER DESIGN 3006 CLASS V LIN FT $31.00 223.00 $6,913.00 223.00 $6,913.00 2503.541 24" RC PIPE SEWER DESIGN 3006 CLASS III UN FT $35.00 800.00 $28,000.00 ." 800.00 $28,000.00 2503.541 27" RC PIPE SEWER DESIGN 3006 CLASS III LIN FT $44.00 77.00 $3,388.00 71.00 $3,388.00 Proposal Form_revised_formaLsplils3r77 -paving_alt.xls 1 12/15/2004 ENGINEER'S ESTIMATE WSB Project: 17th Avenue Extension (County Road 79 to County Road 15) Project Location: Shakopee, MN WSB Project No: 01566-06 `..Opinion of Probable Cost (County Road 77)--Overlay on Shoulders.': Countryside Development... School District Storm Sewer CR 77 CR 77 CR 77 CR 77 North of 17th Ave East Half South City of 75% Countryside/ and West Half South of 17th Ave Shakopee 25% School District of 17th Ave Project Total TAB SHEET Item Unit Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estunated No. Number Descri lion Notes Unit Price uanti Cast uanti Cost uanfi Cost anti Cost uanti Cast 2503.541 30" RC PII'E SEWER DESIGN 3006 CLASS III LIN FT $52.00 2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4020 LIN FT $200.00 88.50 $17,700.00 $8.50 $17,700.00 2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 60-4020 LIN FT $300.00 .25.00 $7,500.00 25.00 $7,500.00 2506.516 CASTING ASSEMBLY (STORM) EACH $400.00 26.00 $10,400.00 26.00 $10,400.00 2506.522 ADNST FRAME & RING CASTING. EACH $200.00 24.00 $4,800.00 24.00 $4,800.00 2506.602 CONNECT TO EXISTING DRAINAGE STRUCTURE EACH $1,000.00 2.00 $2,000.00 2.00 $2,000.00 2511.501 RANDOMRIl'RAP, CLASS SPECIAL CU YD $125.00 2511:515 GEOTEXTILE FILTER, TYPE IV SQ YD $3.25 2521.501 6"CONCRETE WALK (SIDEWALK) SQ FT $3.8 7,350.00 $27,930.00 3,500.00 $]3,300.00 3,850.00 $14,630.00 2521.511 2.5"BITUMINOUS WALK SQ FT $1.75 16,500.00 $28,875.00 16,500.00 $28,875. 2531.501 CONCRETE CURB & GUTTER, DESIGN B618 LIN FT $9.00 2531.501 CONCRETE CURB & GUTTER, DESIGN B424 LINFT $10.00 4,175A0 $41;750.00 2,700.00. $27,000.0 1,475.00 $14;750.00 2531.602 PEDESTRIAN CURB RAMP EACH $150.00 6.00 $900.00 4.00 $600.0 2.00 $300.00 2545.511 LIGHTING UNIT TYPE SPECLAL EACH $4,250.00 4.00. $17,000.00 1.50 $6,375.00 0.50. $2,125.00 2.00. $8,500.00 2545.513 LUMINAII2E (250 WATT HPS) EACH $600.00 4.00 $2,400.00 1.50 $900.00 0.50 $300.00 2.00 $t;200.00 2545:603 1.25" PVC CONDUIT. _ LIN FT .$4.00 1,200.00 $4,800.00 450.00 $1,800.00 150.00 $600.00 600.00 $2,400.00 2545.603 3"PVC CONDUIT LIN FT $6.00 400.00 $2,400.00 150.00 $900.00 SOHO $300:00 200.00 $1;200.00 2563.601 ~ TRAFFIC CONTROL LUMP SUM $7,500.00 1.00 $7,500.00 0.42 $3,125.64 0.22 $1;674.03 0.16 $1;189.10 0.20 $],511.23 2564.602 INSTALL SIGN, TYPE C EACH $100.00 10.00 $],000.00 5.00. $500.00 5.00 $500. 2564.602 PAVEMENT MESSAGE (I,T ARROW) -EPOXY EACH $275.00 8.00 $2,200.00 6.00 $1,650.0 2.00. $550.0 2564.602 PAVEMENT MESSAGE (RT ARROW) -EPOXY EACH $275.00 2564.602 PAVEMENT MESSAGE (RT-THItU ARROW) -EPOXY. EACH $300.00 8.00 $2,400.00 6.00 $1,800.0 2.00 $60.0 2564.602 PAVEMENT MESSAGE (I,T ARROW) -PAINT EACH $175.00 2564.602 PAVEMENT MESSAGE (RT ARROW) -PAINT EACH $175 2564.603 4"SOLID LINE WHITE -EPOXY LIN FT $0.25 5,480.00 $1,370.00 4,050.00 $1,012.50 1,430.00 $357.5 2564.603 4"DOUBLE SOLID LINE YELLOW-EPOXY LINFT $0.90 3,505.00 $3,154.50 2,400.00 $2,160.00 1;105.00 $994.50 2564.603 24" SOLID LINEYELLOW -EPOXY LIN Ff $3.00 230.00 $690.00 170.00 $510.00 60.00 $180.00 2564.604 ZEBRA CROSSWALK WHITE -EPOXY SQ FT $2.50 600.00 $1,500.00 400.00 $1,000.00 200.00 $500.00 2564.618 SIGN PANELS, TYPE C SQ FT $38.00 160.00 $6,080.00 80.00 $3,040.00 80.00 $3,040.00 2573.502 SILT FENCE, TYPE MACHINE SLICED LIN FT $2.50 5,760.00 $14,400.00 4,200.00 $10,500.00 1,560.00 $3,900.00 2573.530 INLET PROTECTION, TYPE A EACH $100.00 4.00 $400.00 2.00. $200.00 2.00 $200.00 - 2573.530 INLET PROTECTION, TYPE C EACH $100.00 15.00 $1,500.00 10.00 $1,000.00 5.00 $500.00 2575,501 SEE IN . ACRE $250.00 250 $625.00 1.50 $375.00 1.00 $250.00 ENGINEER'S ESTIMATE WSB Project: 17th Avenue Extension (County Road 79 to County Road 15) Project Location: Shakopee, MN WSB Project No: 01566-06 Opinion of Probable Cost (County Road 77)--Overlay: on Shoulders Countryside Development School District Storm Sewer CR 77 CR 77 CR 77 CR 77 North of 17th Ave East Half South j City of 75% Countryside/ and West Half South of 17th Ave Shakopee 25% School District of 17th Ave Project Total TAB SHEET Item Unit Estimated Estimated Estimated: Estimated Estimated Estimated Estimated Estimated Estimated Estimated No. Number Descri ion Notes Unit Price uanti Cost uanti Cost anti Cost uanti Cost uanti Cost 2575.608 SEED MIXTURE 150 POUND $3.00 200.00 $600.00 150.00 $450.0 50.00 $1$0.00 2575.608 SEED MIXTURE 250 POUND $6.50. 200.00 $1,300.00 150.00 $975.0 50.00 $325.00 2575.505 SODDING, TYPE SALT RESISTANT. SQ YD $2.85 15,000.00. $42,750.00 3,950.00 $11,257:50 11,050.00 $31,492.50 2575.511 MULCH MATERIAL, TYPE 1 TON $100.00 5.75 $575.00 3.75. $375.00 2.00 $200.00 2575.532 COMMERCIALFERT ANALYSIS 22-5-10 POUND $0.35 500.00 $175.00 300.00 $105.00 200.00 $70.00 2575.605 DISK ANCHORING ACRE -...._$]00.00 2.50 $250.00 1.50 $150.00 L00 $100.00 SUBTOTAL $605,89250 $251,396.04 $132,625.13. $105,145.10 $116,726.23 Storm Sewer $87,544.68 Storm Sewer $29,181. Total $338,940.71 Total $161,806.69 15% CONTINGENCY $90,883.88 $50,841.11 $24,271.00 $15,771.77 $17,508.94 TOTAL $696,776.38 $389,781.82 $186,077.69 $120,916.87 $134,235.17 TOTAL CR 77 Countryside Development--N. of 17th Ave and W. Half S. of 17th Ave $389,781:82 School District--East Half .South of 17th Ave . $186,077.69 City of Shakopee $120,916.87 $696,776.38 Proposal Form revised_format splits_cr77_paving_alt.xls 3 12!1512004 ENGINEER' S E S TIMATE WSB Project:. 17th Avenue Extension (County Road 79 to County Road 15) Project Location: Shakopee, MN WSB Project No: 01566.06 Opinion of Probable Cost (County Road 79) Alternative 2-.URBAN DESIGN (Reconstruction) Countryside Development School District Storm Sewer CR 79 CR 79 Scott County City of Shakopee CR 79 North of 17th Ave South of 17th Ave CR 79 CR 79 50% Scott County] 50% City of Shakopee Project Total TAB SHEET. Item Unit Estimated Estimated Estimated Estimated Estimated Estimated Estimated ;Estimated Estimated Estimated. Estimated Estimated No. Number Descri tion Notes Unit Price uanti Cost uanti Cost uanti Cost uanti Cost uanti Cost uanti Cost 2104.501 REMOVE CURB AND GUTTER LIN FT $3.00 220.00 $660:0,0 110.00 $330.00 ] 10.00 $330.00 2104.501. REMOVE GUARD RAIL LIN FT $3.00 255.00 $765.00 255.00 $765.00 2104.503 REMOVE CONCRETE WALK SQ YD $5.00. 10.00 $50.00 10.00 $50.00 2104.503 REMOVE BITUMINOUS WALK SQ YD $2.50 170.00 $425.00 170.00 $425.00 2104.505 REMOVE BITUMINOUS PAVEMENT. SQYD $1.75 :13,610.00 $23,817.50 ...7,320.00 $12,810.00 6,290.00 $11,007.50 2104.509 REMOVE PERMANENT BARRICADE EACH $50.00 4.00. $200.00 2.00 $100.00 2.00 $100.00 2104.511 SAWING CONCRETE PAVEMENT (FULL DEPTH) LIN FT $5.00. ; 15.00 $75.00 5.00 $25.00 10.00. $50.00 , 2104.513 SAWING BTTUMINOUS PAVEMENT (FULL DEPTH) LRJ FT $1.80 395.00 $711.00 345.00. $621.00 50.00 $90.00 2104.523 SALVAGE SIGN TYPE C EACH $5400 ' 6.00 $300.00 2.00 $100.00 4.00 $200.00 '2105.501 COMMON EXCAVATION(EV) CU YD $2.50 11,500.00 $28,750.00 7,300.00 $18,250.00 4,200.00 $10,500.00 2105.503 REMOVE SEWER PIPE (STORM) LIN FT $15.00 100.00 $1,500.00 100.00 $1,500.00 :.2105,522 SELECT GRANULAR BORROW MOD (CV) (P) (24"THICK) CU YD $6.50 15,000.00 $97,500.00 2,510.00 $16,315.00 3,062.00 $19,903.00 9,428.00 $61,282.00 2105.523 COMMON BORROW (CV) CU YD $4.00 40,500.00. $162,000,00 10,300.00 $41,200.00 30,200.00 $120,800.00 I 2112.501 SUBGRADE PREPARATION ROAD STA $150.00 31.10 $4,665.00 14.80 $2,220.00 16.30 $2,445.00 2211.503 AGGREGATE BASE (CV) CLASS 5 (100% CRUSHED) (P) (6"THICK) CU YD $21,00 3,665.00 $76,955,00 587.00 $12,327.00 720.00 $15,120.00 2,358.00 $49,518.00 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GALLON $2.00 1,850.00 $3,700.00 865.00 $1,730.00 985.00 $1,970.00 2360.501 2.0"THICK TYPE SP 9.5 WEARING COURSE MIX (4,F) SQ YD $5.10 18,505.00 $94,375.50 2,064.00 $10,526.40 2,299.00 $11,724.90 14,142.00. $72,124.20 2360.502 4.0" THICK TYPE SP 12:5 NON WEARING COURSE MIX (4,B) SQ YD $9.40 18,505.00 $173,947.00 2,064.00 $19,401.60 2,299.00 $21,610.60 14,142.00 $132,934.80 2501.515. 30" RC PIPE APRON EACH $750.00 1.00 $750.00 1.00 $750.00 2501.602 TRASH GUARD FOR 30"PIPE APRON EACH $650.00 1.00 $650.00 1:00 , $650.00 2503.541 12"RC PIPE SEWER DESIGN 3006CLASSV LIN FT $2].00.771.00 $16,191.00 771.00 $16,191.00 2503.541 15" RC PIPE SEWER DESIGN 3006 CLASS V LIN FT $23.00 654.00 $15,042.00 654.00 $15,042.00 2503.541 18" RC PIPE SEWER DESIGN 3006 CLASS V LIN FT $27.00 457.00 $12,339.00 457.00 $12,339.00 2503.54] 21" RC PIPE SEWER DESIGN 3006 CLASS V ~ LIN FT $31.00 222.00 $6,882.00 222.00 $6,882.00 2503.541 24" RC PIPE SEWER DESIGN 3006 CLASS III LIN FT $35.00 337.00 1,795.00 33200 $11,795.00 2503.541 27" RC PIPE SEWER DESIGN 3006 CLASS III LIN FT $44.00 161.00 $7,084.00 161.00 $7,084.00 Proposal Form revised format splits_cr79 ALT2.xls 1 12!1512004 ENGINEER'S ESTIMATE WSB Project: 17th Avenue Extension (County Road 79 to CountgRoad 15) Project Location: Shakopee, MN WSB Project No: 01566-06 Opinion of Probable Cost (County Road 79) ...Alternative 2-URBAN DESIGN (Reconstruction) Countryside Development. School District Storm Sewer CR 79 CR 79 Scott County City of Shakopee CR 79 North of 17th Ave South of 17th Ave CR 79 CR 79 50% Scott County/ 50% City of Shakopee Nroject Total TAB SHEET Item Unit Estimated Estimated " Estimated Estimated Estimated Estimated Estimated Estimated Estnnated Estimated Estimated Estimated No. Number Descri tion Notes Unit Price uanti Cost uanti Cost uanti Cost uanti Cost uanti Cost uanti Cost 2503:541 30" RC PIPE SEWER DESIGN 3006 CLASS III LIN FT $52.00 65:00 $3,380.00 65.00 $3,380 00 2503.541 48" RC PIPE SEWER DESIGN 3006 CLASS III LIN FT $90.00 100.00 $9,000.00 100.00 $9,000.00 . 2503.60] RECONSTRUCT OUTLET STRUCTURE LUMP SUM $25,000.00 L00 $25,000.00 1:00 $25,000.00 2506.SOI CONSTRUCT DRAINAGE STRUCTURE DESIGN 48.4020 LIN FT $200.00 103.50. $20,700.00 103.50 $20,700.00 2506.501 CONSTRUCTDRAINAGE5TRUCTURE DESIGN 60-4020 LIN FT $300.00 18.50 $5,550.00 ~ 18.50 $5,550.00 2506.516 CASTING ASSEMBLY (STORM) EACH $400.00 29.00 $11,600.00 29.00 $11,600.00 2506.522 ADNST FRAME & RING CASTING EACH $200.00 .30.00 $6,000.00 30.00 $6,000.00 2506.602 CONNECT TO EXISTING DRAINAGE STRUCTURE EACH $1,000.00 2.00 $2,000.00 2.00 $2,000.00 2511-.501 RANDOMRIPRAP,CLASSSPECTAL CU YD $125.00 8.00 $1,000.00 8.00 $1,000.00 2511.515 GEOTEXTILEFII,TER;TYPEN SQYD $3.25. ]2.00.; $39.00 ]2,00 $39.00 2521.501 6"CONCRETE WALK (SIDEWALK) SQ FT $3.80 ' 2521.511 2,5"BITUMINOUS WALK SQ FT $1.75 19,750.00 $34,562.50 19,750.00 $34,562.50 .2531.501. CONCRETE CURB & GUTTER, DESIGN B6] 8 LIN FT $9.00 50.00 $450.00 25.00 $225.00 25.00 $225.00 2531.501 CONCRETE CURB & GUTTER, DESIGN B424 LIN FT $10.00 5,885.00 $58,850.00 2,942.50 $29,425.00 2,942.50 $29,425.00 2531.602 PEDESTRLIN CURB RAMP EACH $150.00 4.00 $600.00 2.00 $300.00 2.00 $300.00 2545.51 } .LIGHTING UNIT TYPE SPECL9L EACH $4,250.00. 8.00 $34,000.00 2.00 $8,500.00 2.00 $8,500.00 4.00 $17,000.00 2545.513 LUMINAIRE (250 WATT HPS) EACH $600.00 8.00 $4,800.00 2.00 $1,200.00 2.00 $],200.00 4.00 $2,400.00 2545,603 1.25" PVC CONDUIT LIN FT $4.00 1,200.00 $4,800.00 300.00 $1,200.00 300.00 $1,200.0 600.00 2545.603 3"PVC CONDUIT LIN FT $6.00 400.00 $2,400.00 100.00 $600.00 100.00 $600.0 200.00 2563..601 TRAFFIC CONTROL LUMP SUM $10,000.00 .1.00 $10,000.00 0.40 $4,047.62 0.60 $5,95238 2564.602 INSTALL SIGN, TYPE C EACH $100.00 9.00 $900.00 5.00 $500.00 4.00 $400.0 .2564.602 PAVEMENTMESSAGE(LTARROW)-EPOXY EACH $275.00 .6.00 $1,650.00 .2.00 $550.00 4.00 $1,100.00 2564.602 PAVEMENT MESSAGE (RT ARROW) -EPOXY EACH $275.00 4.00 $1,100.00 2.00 $550.00 2.00 $550. 2564.602 PAVEMENT MESSAGE (RT-THRU ARROW) -EPOXY EACH $300.00 2564.602 PAVEMENT MESSAGE (LT ARROW)-PAINT EACH $175.00 6.00 $1,050.00 2,00 $350.00 4.00 $700.00 2564.602 PAVEMENT MESSAGE (RT ARROW} -PAINT EACH $200 4.00 $800.00 2.00 $400.00 2.00 $400.00 2564.603 4" SOLID LINE WHITE -EPOXY LIN FT $025 6,480.00 $1,620.00 3,100.00 $775. 3,380.00 $845.00 2564.603 4" DOUBLE SOLID LINEYELLOW -EPOXY LIN FT $0.90 3,890,00 $3,501.00 1;605.00 $1,444.5 2,285.00 $2,056.50 2564.603 24" SOLID LINEYELLOW -EPOXY LIN FT $3.00 320.00 $960.00 130.00 $390.00 190.00 $570.00 2564.604 ZEBRA CROSSWALK WHITE -EPOXY SQ FT $2.50. 250.00 $625.00 250.00 $625.00 2564.618. SIGN PANELS, TYPE C SQ FT $38.00 144.00 $5,472.00 80.00 $3,040. b4.00 $2,432.00 2573.502 SILT FENCE, TYPE MACHINE SLICED ` LIN FT $2.50 6,220.00 $15,550.00 2,960.00 $7,400.00 .3,260.00 .$8,150.00 2573.530 INLET PROTECTION, TYPE A EACH $100.00 7.00 $700.00 3.00 $300.00 4.00 $400.00 2573.530 INLET PROTECTION,TYPEC EACH $100.00 20.00 $2,000.00. 10.00 .$1,000.00 10.00 $1,000.00 2575:501 SEEDING ACRE $250.00 2.50 $625.00 L00 $250. ].50 $375.00 2575.608 SEED MIXTURE 150 POUND $3.00 200.00 $600.00 50.00 $!50.00. ]50.00 $450.00 Proposal Fomt_revisetl format splits cr79_ALT2.xls 2 ' 12/7512004 ENGINEER'S ESTIMATE .'jlll,~~~"'~IIIIIIII-""~"-...r.... ;11)1BfIIIIIIJ1I_~~I~~~AJIIi~AIIIIIIr~iMIIII WSB Project: 17th A venue Extension (County Road 79 to County Road 15) Project Location: Shakopee, MN WSB Project No: 01566-06 Opinion of Probable Cost (County Road 79) Alternative 2- URBAN DESIGN (Reconstruction) Countryside Development School District Storm Sewer CR 79 CR79 Scott County City of Shako pee CR79 North of 17th Ave South of17th Ave CR79 CR79 50% Scott County/ 50% City of Shakopee Project Total TAB SHEET Item Unit Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated No. Number Descriotion " Notes Unit Price Quantity Cost Quantity Cost Quantity Cost Quantity Cost Ouantitv Cost Ouantitv Cost 2575.608 SEED MIXTURE 250 POUND $6.50 200.00 $1,300.00 50.00 $325.00 150.00 $975.00 2575.505 SODDING, TYPE SALT RESISTANT SQYD $2.85 3,450.00 $9,832.50 1,700.00 $4;845.00 1,750.00 $4,987.50 2575.511 MULCH MATERIAL, TYPE I TON $100.00 5.75 $575.00 2.00 $200.00 3.75 $375.00 2575.532 COMMERCIAL FERT ANAL YSIS 22-5~10 POUND $0.35 500.00 $175.00 200.00 $70.00 300.00 $105.00 2575.605 DISK ANCHORING ACRE $100.00 2.50 $250.00 1.00 $100.00 1.50 , $150.00 ",' , SUBTOTAL $1,025,156.00 $175,633.12 $260,299.38 $380,071.50 $49,050.00 $156,502.00 Storm Sewer $78,251.00 Storm Sewer $78,251.00 Total $458,322.50 Total $127,301.00 15% CONTINGENCY $153,773.40 $26,344.97 $39,044.91 $68,748.38 $19,095.15 $23,475.30 TOTAL $1,178,929.40 $201,978.09 $299,344.29 $527,070.88 $146,396.15 $179,977.30 TOTAL CR 79 Countyside Development--North of 17th Ave $201,978.09 School District--South of 17th Ave $299,344.29 Scott County $527,070.88 City of Shakopee $146,396.15 $1,174,789.40 Proposal Form_revised_format_splits_cr79_AL T2.xls 3 12/15/2004 ~ ~ ~ on ~ -, - u._ - - .. - - - " - , - ~ am,... ___ ... .....,. ....~. .~~,,~.. !II..~~~.~ :......:::;:;_: ~ ,; o. 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