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E~\iI~O'J;"iE:.i Al M1.iNI(:r,l.l PlPNi N~G :'(:-'IID w xi 1 r. ST~ \:,,:1\1 r- t,l SU~~\'fYlr...~ TRAf:( !RANSf""J~)r AnON tt~C:~i(,\li ~\fCitJ~O.l E!~.G;I"~C~,;~NG rNA( P(l'NER ['S!~ltu r:ON ~CADJl. ~'t 5iEM (,:NH:,)LS OFFICES IN: J'.....i~JNE.:...POUS PRiOR L6.~E ST. PAU~ W ASECA COMPANY: FAX NO.: FAX FROl'v1: RE: PAGES: (This includes tr..lnsmittal page) ~\V\1-~-- ~ \?~.71lt'~~,-- \b VD f)fYr'0-HJ'< ("'l'-'\~~i?::.~' C~~ 1:;;>\ Nf\~~ ~~:?:..~.\.,~t-....~ h\-'.f::~{) ~~.:" ~~?>JeXJJ'-r ~-lft~~~)U~tA-D\J'I~' f'~\e:~^" ??oY.:~~f'~. ~:,,)~r' \~J~D ?-~;bUCj~:~ \f~ V-~~;'\J~ .."'(jt.F~~~; _"_ ~~v~~t1~~ (.i::>~~~iT~<A tb '~J~j ~f':~~,:~~:\""~_-5dJ'~)__ ... \ , D . ~:=~Yv'-b (-~9~~r ~. ~:,'~1V~~~(.)' N .~~'(V~~ .Jh \()v.O:sf lAJC,~ IL~N ~~ t:'-~rr~f ! t-Jt:'j,5r>~ _l~;lt~ C;;()Q~ ~~1itC~~ .t-~~~ b~{~)C:~.r'~ . '2:~~'~'1)~'- ~~:~r)l~ ~~ ~1'~~ ~l~!I_.__~..~._. (.~-~.- V-...)\t\r\- --'~--n.\~:(~'~ p\ D ~--rl''\ c~J,-=!~.^t<:'.L__~_>_____~ ~ \ (Ie' you are experiencing problems, please contact our receptionist at 644-4389) c:\fornns\rnsa-fax.for -.J U.t~u- 1 :.-5 - '~.? T I) E__ q..: 2., t-1 S A ~; T PAUL PROJECT NO.: ~o,~i:~rl\tE\ti\~rlis FAX TO: -!J r-'f:"r-- ~~ COMPANY: ~~~e: 1320 (11t>'9t ParX Dr:~t St Pc;ul, Ml~ S5108 0 FA_X FROM: \" ~\..A...-- 612-6444389 RE: "b~;> ~ e ~r' ~'I~l- J .8X,.emJ. 2i23 Fox 612-6.!49'~J16 ClVlt r.NC,!NFf ~I!.!(J' EtN,~Oll,l.U~:'AL M'JI'>ICPAl ?lA/~~W~G 50'.0 \'Ii.t..m: YI~V:T',.JRM SU,Utl';t~G TRAf FlC TP.i\NSi'ORT.;f!ON H b~ :R!(AL.'1>'.~( fW.l\(.Al. ENG!!..jEE~!NG; 'iVA( roV.'~R Dt~TR,~u1'iON S(A.DA SYS:i:M ':O"ji ROLS Of fiefS IN: MINNEAPOUS PRiOR lAKE S1. PAUL WASf:(A f';:' _ n 1 DATE: ~~ \ ~ ~\.~;m . \ 10 '2 ~ 0 ,"t:'ly"- 2:.....", - 0-o.J FAX NO.: ~r-l-q ~.~~ ~ \l t 'Ct~~ PAGES: (This includes transnuttal page) ~t-.J~"'~0~.CN ~fvJ\~~~ L12..,~e\C-~tO'G / ~\'D<O~el-~T I Vv\. y'-~C\~'\2..~ 'Po,,\D ~ ~ ~t:)l.__ \'f0D0~ H~\t->.-\...- ?~~ "t)T'O~ ; I.a \~ h C;:),_ ;. .. l' '.. . - ;', -~._...~.. ~O ~'tL:-r- \~ I p..L -4 ~ I~ q '---.- Vb ~ ~ ~ Y>s-~___ ~ ?:>lc:.1 0 S ~ ~~ \ (If you are experiencing problems, please contact our receptionist at 644-4389) c:\fornns\nnsa-fax.for ~Sl (p~ ~ 'f"" to \'../~ ~'*' b 1\ /.,... ~ SUBJEO I.PJN'1C- r.E~e-,e.'V6 I ~S~ PROJEO ~ \ '\:to~ ~ ~. CLIENT W--\oP '-~~ \-.J PROJEONUMBER ''is-~O\ .DATE 6-l-9~ BY ~ ~ CHECKED . PAGE OF CONSULTING ENGINEERS ?~~ \N~~ l . \01.*,L. PLAN HOLDERS LIST BID OPENING DATb: June 1"'&..1.1. 1995 aUO:OO a.m. PROJECT: Rid~emontlCreek Side OWNER: Citv of Prior Laie NAME/ADDRESS City of Prior Lake Construction Market Data St. Paul Builders Exchange Minneapolis Builders Exchange Dodge Reports MSA, Consulting Engineers (West) American Engineering Testing Schurcon, Inc. 49 Darlene Street St. Paul, MN 55119 ~ S.M. Hentges & Sons, Inc. ^ 650 Quaker Ave., Suite 200 Jordan, MN 55352 Valley Paving, Inc. l 8800 - 13 th A venue East Shakopee, MN 55379 ~ Ryan Contracting, Inc. ~ 8700 - 13th Avenue East Shakopee. MN 55379 Water Pro Supplies 15801 - W. 78th Street Eden Prairie, MN 55344 " McNamara Contracting, Inc. " 500 1 - 160th Street West Rosemount. MN 55068 G.L. Contracting, Inc. 4300 Willow Drive Medina, MN 55340 Minnesota Pipe and Equipment 5145 - 211th Street West Farmington, MN 55024 Fischer Stapf 3438 - 151st W. Rosemount, MN 55068 PLA...-c & SPEC AMOUNT $ 50.00 non-refundahle PROJECT NO.: l02-OU:,ZO ENGINEER:, CipdvB./Pf)l)l..lL- ES IJ.NIATb $ 425.000 PHONE/ FAX BID ~ BOND ')t: Base Bid BID AMOUNT Alternate A Alternate B Ph: 735-0407 Fax: 739-8482 Ph: 492-5700 "."orf? (\~ijl tr);j Fax: 492-5705 i ^ ~ \,bc.: '^ ~, . \?' 7 rx~ \ ~~ lP \.'V~ _ Ph: (if? 1><."1 P<:O r#~) ?\p"p) Fax: ~ 'f ~;. (-") ~O\: ~" Ph: /n_,C\ ~~ 00 rP Fax: (iJ f t tf!;'~ (--f-) '^ \ ' n~\' A ~\ . ~ E:) Ph: Fax: Ph: 'Z,r ~\j. f. ~.,o.... 0 ~S'b'~ l bt'6f'~ Fax: f-~~ .....~ Ph: 478-9529 Fax: 478-9592 Ph: 463-6090 Fax: Ph: 423-4835 Fax: 447-5245 102-023-20 Assessement Information Creekside Circle Project PIN Property Owner Assessed F/F Rate($/ft) Total Assessed($) 25-104-001-0 Steven & Susan Bennett 150 $ 37.64 $ 5,646.00 25-104-002-0 Evelyn Feldten 150 $ 37.64 $ 5,646.00 25-104-003-0 Paul & Suzanne Trapp 150 $ 37.64 $ 5,646.00 25-1 04-004-0 Richard C. Henkemeyer 150 $ 37.64 $ 5,646.00 25-104-005-0 Mr. & Mrs. Glenn Mueller 145 $ 37.64 $ 5,457.80 25-1 04-007-0 Daniel & Kathlee Rorvig 100 $ 37.64 $ 3,764.00 25-104-008-0 Martin & Diane Kraska 85 $ 37.64 $ 3,199.40 25-104-009-0 Roger & Myrna Bresnahan 82 $ 37.64 $ 3,086.48 25-104-011-0 Mr. & Mrs. Roman Hertaus 100 $ 37.64 $ 3,764.00 25-104-012-0 Loren & Marie Hanel 150 $ 37.64 $ 5,646.00 25-104-013-0 Mr. & Mrs. Louis Stassen 150 $ 37.64 $ 5,646.00 25-104-014-0 Mr. & Mrs. Dennis Ballinger 112 $ 37.64 $ 4,215.68 25-1 04-015-0 Mr. & Mrs. Donald Hanel 113 $ 37.64 $ 4,253.32 25-104-016-0 Anthony Rella & Lou Sanchez 100 $ 37.64 $ 3,764.00 25-104-017-0 Mr. & Mrs. Alvin Monnens 100 $ 37.64 $ 3,764.00 25-104-018-0 Scott & Betty Geiger 100 $ 37.64 $ 3,764.00 25-902-092-0 Wallace Janecke 150 $ 37.64 $ 5,646.00 25-902-094-0 Francis G. Mueller 150 $ 37.64 $ 5,646.00 25-902-095-0 Mr. & Mrs. Daniel Johnson 142 $ 37.64 $ 5,344.88 25-902-136-0 Glenn & Edith Svoboda 230 $ 37.64 $ 8,657.20 L 2609 $ 98,202.76 City Project #95-02 "l) - :) = \;zr- 9!>e.9 5 ;( "NO I; SICN ~ S K{l>A ~. <tl ,,0..' ~ODRES5 166'2 "-''''H 8 rRE"O~ EXlsnNC lUSH€!. PL.AHT NEW BUSHES OU T'SlOE R.O.W. I '" ., ~ J, ./' ,~ ,'" '!6.,,:'" . ..~ :~~ ~- ~ ..""\........r;,JI,.. ~ 2Q' lJII' I'JW ,') ~ 95. -4~ l'P ORAlNnLE-' .it e It'llY;{ J-f P \ K~ \ 1;'''''''0-. ROTter ANO ~ .l' un.n: -# PRESEA"1t( TREfS 5i"., ~ ~ -'" \ ~ WH.3 s""Ct ,~.(.: ~ c:;'r:., r - - ~-~.. . "tPt:.ji' c.;L II:'J.2S ,'/'OI~' <# SU JlIOl[ 2 ~ - - ~- - -J5'=Tw ':IIO!. __ ~~y .. 1:.1 ~~~:-. lor ' ~ DRAJN nu:::- _. ~ .'~-;.'-J...:.' _ ~_ _ _-_~~'_ ___~. '___.. ___ _-_of?:. ---- - I. . 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U ~'L("ARO ~ ~AI'HH~~.':oS CITY PRO.E.CT 95-02 ~EEXSlDE ClRa.E loP '/1;.'" \' ,',N"""::.,()'", ~5"UI ~ I 'I'."ri: if '~iU (812) ~.f3-0.fJ2 ? -..{pr. ~ OAT{ "AY I!!!- 5;0[(1 ~ Of ~ Wt;l$ .~ P~Q.l[CT NO_ ..102-0'" 8S:9: 6S6:-2~-~d~ _JI I'C..lIQi11, ,1' pilfer :"Jtll[p <7 1'/<1: ~ 5+$0 TO IG-t-'" ~ -J U ; .11 ';.:. -- 9 5 r.l 0 t'-I 1 .""" : 2 ... t'l ==; A S T P A U L F'~C11 '1 S l- DA TE: ~ 01J6 \ Z-~:\(',\S'~ \ i'o.'Stii:I\~ ['GI.~iij~ FAX TO: ~ E:ff PROJECT NO.: \ 01. -O-~Z~_..,,~1:'~ .~~ i 326 EI'\\:~gj ?Il:k Drf.e SI. P,)ul, ^.~l<~ 55108 6126~4 4jti'i l'IYlO 1'83 ~'/L3 Fox 612f.,\.>,94.16 CIVil Et_CINtf ~:1'1G- t""" i~C~<M~,'Al MUi~j(!PAl. PIXI'-li~~G ';()V) W Am ~T~I.iCHJl(4,l SURV[N-lG TItAJF IC rRJl,j::f'O~ ~ ,\ ION hEG R!C\L/......((~ANI(4.l ENG!NWlt.JG HVAC PO';" ER D!$ r KI':l~TluN 5CADA STSiltJ. COt-noLS OFflCE51N: MltlNEAPOtJS PiW:)R lAKE ST. PAUL W ASECA COMPANY: r='f?-1o\r- \..,,~~ /J\.I\;~1- 4"'t, A.S FAX NO.: -r-1' ., FAX FROM: f~0L" fS(A;.~1'lc~~-A~K RE: 'y2\CJOeMof'Yr J~~~loe" INf7t.t\'i:~:J..,<"./ft).~'~} o f ') ~~ f't-,-f.?.. -k"4 PAGES: 0 . (This includes transmittal page) ~~,o~l:t?-_ ~K..) 1~-- ~~oJt-:S'1~ V A\~ \ S\...,\bb-\1~'1 n'Z.e~ e?LOC"'~ SU~v./\f'V '(.f?~ UN\{T- 5 X VNVI p,'2..1 ~- ~O\.l\.-::~~~~~ f ~\~ (If you are experiencing problems, please contact our receptionist at 644-4389) c: \fonns\msa-fax. for CREEKSIDE CIRCLE IMPROVEMENTS Project 95-02 Hearing Time: 7 :45 P.M. 1. Project Cost $164,000.00 - 60% assessed (engineers estimate ... $156,000.00) (5% increase) 2. Assessment Classification 100% current Special Assessment Deferral - Senior & Disabled Citizens 3. Method of Assessment a.) Front Footage 4. Assessment Rates AsseSIDlent Rate Public Hearin2: Rate $37.64/ff $35.85/ff 5. Assessment Tel. ioU Paving ... 10 years 6. Interest Rate 8.00% 104 additional days interest - initial year (1996) 7. Method of Payment a.) Payment in Full No interest cost if paid within 30 days following assessment hearing. b.) Partial Payment Reduction Allowed only within initial 30 days following assessment hearing c.) Property Tax Certification Annual installment will appear upon the property tax statement beginning in 1996. BW TABULATION PROJECT: ~OOEMONT AVEJCREEKSlDE CIRCLE STREET IMPROVEMENTS OWNER: crN OF PRIOR LAKE. MINNESOTA OPENING DATE: JUNE 12,1995 ENGINEER: MSA CONSULTING ENGINEERS fTEM NO. ITEM DESCRIPTION -~--- . S.M~HENTG:S&SONS~ McNAMA~CONSTRUCT. UNIT QUANTI · UNIT PRICE TOTAL PRI UNIT PRICE TOTAL PRlC __ _($) ($) _ __J$1 .._t$1 RY AN-~ONtRA~; j VALLEY PAVING. me. :; UNIT PRICE TOTAL PRIC UNIT PRICE TOTAL PRice:. I' ~ (~L_~....- _..-.'-<'$) ($j----.Ji SCHEDULE 1.0 RIDGEMONT AVENUE STREET 1 MOBIUZA TION lS 1 7,000.00 7.000.00 15,000.00 15.000.00 13,000.00 , 3.000.00 15,000.00 15,000.00 2 SALVAGE AND REINSTALL SIGNS LS 1 1,000.00 1,000.00 500.00 SOD. 00 400.00 400.00 500.00 500.00 3 CLEAR AND GRUB AC 0.06 5,00000 300.00 10,000.00 600.00 10,000.00 600.00 5,000.00 300.00 4 COMMON EXCAVATION CV 2958 3.50 10,353.00 3.75 11,092.50 4.00 11.832.00 4.90 14,494.20 5 SUBGRADE PREPARATION 0 - 12" RDSTA 15.5 200.00 3,100.00 125 00 1.937.50 140.00 2,170.00 125.00 1,937.50 6 MILL BITUMINOUS PAVEMENT SY 54 5,00 270.00 5.00 270.00 5.00 270,00 5.00 270.00 7 AGGREGATE BASE. CLASS 5 TON 2223 6.50 14,449.50 675 15,005 25 7.50 16,672.50 7.10 15,78330 8 TYPE 41A, WEAR COURSE MIXTURE TON 455 22.00 10,010.00 23.00 10.465.00 25.00 11,37500 21.50 9,782.50 9 TYPE 318, BASE COURSE MIXTURE TON 845 19.00 16,055.00 22.00 18,590.00 23.00 19,43500 18.70 15,801.50 10 BITUMINOUS MATERIAL FOR TACK COAT GAL 236 1.20 283.20 1.50 354.00 1.00 236.00 1.20 283.20 11 CONCRETE CURB & GUTTER, 6618 LF 3100 5.".10 16,740.00 5.50 17,050.00 5.90 18,290.00 5.65 17,515.00 12 BITUMINOUS DRIVEWAY SY 194 11.50 2,231.00 9.00 1.746.00 1400 2,716.00 11.50 2,231.00 13 CONCRETE DRIVEWAY AND APRONS SY 41 25.00 1,025.00 24.00 984.00 3000 1,23000 23.75 973.75 14 4" CONCRETE SIDEWALK Sf 7572 2.00 15.14400 1.80 13,629.60 190 14,386.80 1.80 13.629.60 15 8" CONe VAllEY GUTTER SF 104 300 312.00 3.05 317.20 5.00 520 00 3.40 353.60 16 BITUMINOUS PATH SY 120 11.50 1,38000 g,OO 1.080.00 15.00 1.80000 11. 50 1.380.00 17 PEDESTRIAN RAMP EA 2 100.00 200 00 250.00 50000 300.00 600 00 105.00 210.00 18 "" EQUIV WiDTH PAVEMENT STRIPING LF 3100 0.30 930.00 0.50 1,550.00 1.00 3,10000 0.01 31.00 19 ADJUST FRAME AND RING CASTING EA 2 250.00 500 00 ~5C.OO 300 00 180 00 36000 20000 400.00 20 ADJUST CiA TE VAl VES EA 2 250.00 500.00 ~oo 00 200.00 150.00 300 00 100.00 zoo 00 21 Sll T FENCE LF 800 1.5:1 , .200.00 20;) 1,600.00 150 1,200.00 1.60 1,280 00 22 SOOrnNG, LAWN & BOULEVARD Sy 4283 1.40 5.996.20 1.55 6,6~~ 65 190 e.13? 70 150 6,042450 23 SEEDING A\; 03 1,250.00 37500 1,300.00 390 00 1,500 00 450.00 1,300.00 390.00 24 WOOD FIBER BlANKET SY ~417 145 2.054 65 1.55 2.196.35 1.50 2,12550 1.60 2.26720 25 CATCH BASIN SEDIMENT BARRiER EA 2 5000 100.00 12500 250.00 100_00 200 00 60.00 120.00 26 WATER FOR DUST CONTROL MGAl 35 2000 700 00 1200 42000 1000 350.00 20.00 700 00 1020~38Twr<4 102-023-20 4 c ..,. .i.. ~ t.,) I I,D to ..,. .:. o ..,. .i.. ~ ~', t'.) CO 3 ((I I:, (0 -l 11 I:, C r 11 I!! t.,) ITEM NO. ------...-...-.-.;==--...--..-~=- -------.----..l~ ~- -.-----. --- _____.:-=--_.n'..'.~.--_..----..--- ITEM OESCR~PTION S.M. HENTGES & SONS McNAMARA CONSTRue';". RYAN GON1"RACT. .. . VALL.EY PAVlNG.INC. __~ ______~___ _ .L~'~~~___~:~ Ut<IT;~~OT~"R~~_T:1CE TOTA~:~~~~::;E TQ;A~J:Rlcj~=:. TOT~;";~. 27 .lliNIPER. 244 Hr. POT 28 LILAC 36" ~T. POT 29 Svr,GRADE DENSITY TE3T ~N?tP.CE 30 CLASS 5 GRADATION TEST 3i CLASS 5 PROCTOR TEST 32 CLASS 5 DENSITY TEST, INPlACE 33 CONC CYUNDER COMPRESSIVE rEST 34 CONC. A.lR ENTRAINMENT TEST 35 CONG SLUMP TEST 36 BITUMINOUS EXTRACTION 37 BITUMINOUS GRADATION 38 BITUMINOUS AIR VOID TEST 39 BITUMINOUS CORE DENSITY TEST EA EA EA EA EA EA E.A EA EA EA EA EA EA T SCHEDULE 1.0 RIOGEMONT AVENUE STREET. TOTAL BASE BID SCHEDULE 1,1 RIDGEMONT A VENUE Al TERNA TE A 1 COMMON EXCAVATION - DEOUCT CY 2 AGGREGATE BASE, CLASS 5 - DEDUCT TON 3 MILLED BITUMINOUS/SALVAGE CLASS 5 - A CY 483 898 483 T SCHEDULE 1.1 RIOGEMONT AVENUE ALTERNATE A - TOTAL .~~HEDULE 2.:..0__R.~DGEMONT AVENUE SAN~TARY SEWER '1 CONNECT TO EXISTING SANlT ARY MANHOL EA 2 8" PVC (8' TO 10' DEEP) IF 3 8" P\/C (iv' 1012' DEEP} LF 4 8" PVC {12' TO 14' DEEP} LF 5 8" FVC ~. ~~. TO 1S' DEEP) IF 6 8" x .c"'NYE ~. 7 4" PVC SDR40 SERvlCE PIPE LF a STANDARD ~/.ANHC~E EA 9 EXTRA DEPTH FOR MANHOLE S IF 10 IN-PLACE DENSITY iEST E.ft. 124 465 198 't3i 251 11 28 19 1 SCHEOULE 2.0 RtOGEMONT AVENUE SANITARV SEWER -TOTAL 102023BT WK4 2 3500 30.00 3000 2 3 <i-5oo 74::;0 " 40.00 9000 90.00 75.00 75.00 75.QO 120.00 100.00 6 E 6 5 5 5 5 i3.S0} (6. 50} 10.00 7 500 00 20 DC 20.00 2000 200C iOOOO 12W ~ 200 00 10000 :>0 00 7000 60.00 0000 45.00 74.00 120 00 540.00 540.00 450.00 37500 375.00 600.00 500.00 116.047.55 (1.690.~O) (5,837.00} 4,83000 (2,69750) 500.00 2480.00 9,30000 3,96000 2.620 00 70000 3.01200 3.50000- 1. 1:(f, 00 57000 27.870 00 5000 50.00 SO:';,) 50 ~~J so. 00 50.00 100.00 100.00 10000 65.00 50 C") 50.00 50.00 (3.00) (6.00) 13.00 380 00 1300 16.00 18.25 23.00 70.50 1250 1.450 00 130 00 75.00 1 DC GO 100 0.0 15CVO 50CC 50.00 150 C-O 500.00 000.00 600.00 325.00 25000 250.00 250.00 126.141.05 (1,449.00) (5.388.00) 6,27900 (556.00) 380.00 1612 CO 7,440.00 3.613 50 3,013.00 493.50 3,13750 4.350.00 1 4f.5 40 , .42500 26.930 9{1 32.00 2500 6Q. C)\) 10tJ.OO 11000 60.00 75.00 65.00 6500 5500 55.00 50.00 65.00 f1.00} (100) 14.00 4,000.00 18.00 1800 Hi Xl 1800 300 00 9.00 1,350.00 8500 60.00 6400 50.00 180.00 10;::.00 'j10.00 180.00 450.00 390.00 :'\90.00 27500 275.00 250.00 325.00 , 34,795.50 (483.00) (898.00) 6,762.00 5.~81.00 4.000.00 2,23200 8,370.00 3,564 00 2.356.00 2.10000 2.25900 405000 958 80 1.14000 31.03160 40.00 40.00 2' 5 :'10 75.00 100.00 25.00 30.00 40.00 80.00 14000 50.00 50.00 20.00 (4.90) (7.10) 1200 4,075.00 3100 33.20 3615 40.00 8500 22.00 1,520.00 106.00 30.00 80.00 80.00 75.00 7500 100.00 75,00 180.00 24000 48000 700.00 250.00 250.00 100.00 124,942.85 (2,366.70, (6,375.80) 5,796.00 (2.946.50) 4,07500 3.84400 15,43600 7,157.70 5,240 00 59500 5.522.00 4,560.00 1,1956& 570.00 48197.38 102-023--20 <-+ c Z I I ... t,,) I I,D (~ ~ - Ij ..,. ..;. ... ", t,,) '.D 3 (Jj I;, ((I -i 1) I;. C r 1) ':' 1)l .=-_._--_._-'...=.-.-..-~_.~-- - . ~.. .-.-_....--.......-:_..... . . . .._-----_...-.-.._-~._-- ::, ITEM iTEM DES\,l"(ll"" ,.ON . '5.M., HENTGES & SONS 'McNAMARA CONSTRUCT. RYAN CON-TRACT. .. VALLEY PAViNG. iNC. NO, UNIT OUAN'hUNlT PRICE TOTAJ. PR.,cl UNtT PRICE TOTAL !'Rl-' IUNIT PRlCE TOTAL PR!cl UHfT PRICE TOTAt.. PRiCE " _____.________________ {$\ __ ($1--1 ($) (sl_Ll u{$) __1 (~ ,Sl_ SCHEDULE 3.0 R1OGEMONT AVENUE WATERMAtH - - -~~ _.. - ._~ -~._... ~- .---.-.--- 1 CONNECT TO EXISTING WA TERMAlN EA 2 8~ DIP U= 3 6"GATEVALVE EA 4 FITTINGS lB 5 HYDRANT WI GATE VALVE EA 6 WA TER SERVICE EA 7 1" WATER SERVICE PIPE LF 8 fN-PLACE DENSITY EA 934 1 710 2 7 180 11 T SCHEDULE 3.0 RIDGEMONT AVENUE WATERMAIN - TOTAL SCHEDULE 4.0 RIDGEMONT AVENUE STORM SEWER 1 REMOVE CATCH BASIN EA 2 15"' RCP CLASS 5 LF 3 15" FES RCP ClASS 5 EA 4 CATCH BASIN EA 5 72" MANHOLE (SUMPED) EA 6 RIP RAP CL 3 CY 7 GEOTEXTILE FABRIC, TYPE IV SY 6 HAYBALES EA 9 IN-PLACE DENSITY TEST EA 13 31.7 8 7 T SCHEDULE 4.0 RIDGEMONT AVENUE STORM SEWER. TOTAL SCHEDULE 5.0 CREEKSIDE CIRCLE STREET --.-- ~-- '\ MOBILIZATION LS 2 SALVAGE AND REINSTALL SIGNS lS 3 COMMON EXCA VA TION CY 4 SUBGRADE E.XCAVA nON CY 5 MILL BITUMINOUS PA\lEMENT SY 6 SELECT GR4NLllAK SORROW CY 7 AGGREGATE SASE, Ci..ASS 5 TON 8 TYPE 41A \NEAR COURSE MIXTURE TON 9 TYPE 318 BASE COURSE MIXTURE TON ~o BITUMINOUS MATERIAL FOR TACK COAT GAL " CONCRETE CURS & GUTTER 8618 Lf 2747 645 45 541:: 1686 3::'8 €.65 186 2653 102023BTWK4 500.00 22.00 500 00 1.50 2.250.00 150.00 1200 30.00 84 1 1 500.00 25.00 350.00 1,150.00 2,750.00 50.00 2.00 5.00 30.00 7,00000 1,00000 3.50 500 5.00 5 S() 700 2200 190;; 120 540 500.00 20.548.00 500.00 1,065.00 4,500.00 1,050.00 2.160.00 330.00 30.553.00 500.00 2,100.00 350.00 1,150.00 2,750.00 650.00 63.40 40.00 210.00 --_.----.- 7.813.40 7.000.00 1,000.00 9.614.50 3,225.00 22500 3,54750 11,80200 7.87600 12.63500 223.20 14.:;26 20 190.00 20.50 635.00 '.05 3.200.00 320.00 11.00 107.00 450.00 ~.50 425.00 500.00 3,20000 22.00 2.60 10.00 75.00 10.00000 500 0(1 375 425 5.00 350 675 2450 23.50 1.50 5.50 19000 19.1.:1700 635 00 745 so 6,400 00 2.240.00 1.980.00 1,177.00 32,514.50 450.00 2.896.00 425.00 500.00 3,200.00 286.00 82.42 80.00 525.00 6,M642 10,000.00 500.00 10.30125 2,741.25 22500 225750 11,38050 3 n1 00 15.627 50 279 00 14.591 50 2.75000 16.50 400 00 1.00 1.52000 225.00 20.00 60.00 30000 30.00 535.00 1.200.00 4,400.00 50.00 3.00 10.00 6000 13.00000 350 00 400 400 500 1000 900 25 OQ 2300 10C 590 2.750.00 15,41100 400.00 710.00 3 040 00 1.57500 3.600.00 660,00 25,146.00 300.00 2,520.00 535.00 1,200.00 4.400.00 650.00 9510 80.00 420.00 10,200.10 13.000.00 350.00 10,988.00 2.580.00 22500 6,450.00 15, H4.00 8,950 00 15,2gS 00 1.96 00 15652 70 1. 02~ 00 Z3.25 5550:) 1.60 2,200.00 150.00 15.00 30.00 275.00 31.50 430.00 1,075.00 3,425.00 66.00 2.10 1000 30.00 13.0.0000 500 00 4.90 2150 ie.70 1.J2000 21.715.50 555.00 1.136.00 440000 1.050.00 2.700.00 330.00 32.90650 275.00 2,646.00 430.00 1,075.00 3,425.00 658.00 66.57 80.00 210.00 8.065 57 600 13.000.00 500.00 13,460.30 3,870.00 5.00 225 00 a5() 7 '0 5,482 50 11.tn060 7,697M 12.43550 120 223 2'0 565 14.98945 102-023,20 I~, C .,. .:.. I-' t'.': I,D en 3' o .,. .:.. I-' >, I II ')l I::;' .., .:. ((I !:. IJ: ~ '1J Ie C r 11 ~: ~ ff'EM NO. ITEM DESCRiPTION UNiT 12 REMOVE EX 16" BARREL. INSTALl 12" BARR EA 13 REMOVE EX 24~ BARREL, INSTAll 18" BARR EA 14 ADJUST FRAME AND RING CASTiNG EA 15 ADJUST GATE VALVE EA 16 BITUMINOUS DRIVEWAY SY 17 CONCRETE DRIVEWAY $Y 18 CATCH BASIN SEDIMENT BARRIER EA 19 WATER FOR DUST CONTROL MGAL 20 JUNIPER, 24" HT. POT EA 21 LILAC, 36" HT. POT EA 22 SILT FENCE LF 23 SODDING, LAWN & BOULEVARD SY 24 SUBGRADE DENSITY TEST. INPLACE EA 25 CLASS 5 GRADATION TEST EA 26 CLASS 5 PROCTOR TEST EA 27 CLASS 5 DENSITY TEST. INPLACE EA 28 CONC. CYliNDER COMPRESSIVE TEST EA 29 CONC. AIR ENTRAINMENT TEST EA 30 CONe. SLUMP TEST EA 31 BITUMINOUS EXTRACTION EA 32 BITUMINOUS GRADATION EA 33 BITUMINOUS AIR VOID TEST EA 34 BITUMINOUS CORE DENSITY TEST EA T SCHEDULE 5.0 CREEKSIDE CIRCLE STREET - TOTAL SCHEDULE 5.1 CREEKSIDE CIRCLE ALTERNATE B 1 COMMON EXCAVATION - DEDUCT CY 2 AGGREGATE BASE, CLASS 5 - DEDUCT 10N 3 MILLED BITUMiNOUS/SALVAGE CLASS 5 - A CY T SCHEDULE 5.1 CREEKSIDE CIRCLE ALTERNATE B - TOTAL _~_<;'~~Q.ULE 6.0 CREEKSIDE CIRCLE STORM SEWER REMOVE CATCH BASIN EA :2 CONNECT TO EXISTING STORM SEWER EA 3 "'" TP DRAlNTllE IF 1020238T VVK4 ~ ~-:-- ~ -4.. - - ~. .- .':: S.."M.HENTGES&SONS .. . McHAMARACONSTRVCT. .... RYAN CONTRACT. .. VAl.L.EYPAVJNG,INC. QUANT1, . UNIT PRICE TOTAL ?RIel' UNlT I'R. ICE TOTAL PRI'- UNIT PRICE TOTAl PW.' VtllT PRICE TOTAL PRICE.: __ tS} ($) l$} 1$) ..t~-=-_ (}l _~--='._ ($) _ J.S} ._=;, 3 5 549 17 9 30 4 4 100 5090 3 1 430 799 430 731 3 3 3 3 4 4 4 4 500 00 500.00 250.00 250.00 11.50 25.00 5000 20.00 35.00 30.00 1,50 '.40 3000 45.00 74.00 40,00 90.00 90.00 75.00 75.00 75.00 120.00 100.00 (3.50) (6.50) 1000 500 00 35000 5.00 500.00 500 00 750.00 1,250.00 6,313.50 425.00 450.00 600.00 140.00 120 00 150,00 7.126.00 90.00 45.00 74.00 120.00 270.00 270.00 225.00 300.00 300.00 480.00 400.00 92.37290 (1,505.00) (5,193.50, 4,30000 (2.398. SO) 500.00 350.00 3.65500 tt25 00 425.00 ~ SG 00 100.00 800 25.00 125.00 15.00 50.00 50.00 1.55 1.50 50.00 50.00 50.00 50.00 100.00 100.00 100.00 65.00 50.00 100.00 50.00 (300) (6.00) 13.00 ;;w 00 19500 13.00 425.00 425.00 450.00 500 00 4,392.00 425.00 1.125.00 450.00 200.00 200.00 155.00 7,635.00 150.00 50.00 50,00 150.00 300.00 300,00 300.00 260.00 200.00 400.00 200.00 95,41650 (1.290.00) (4,794.00) 5,590.00 (494.00) 380.00 195.00 9,503.00 , c 10000 1.200.00 18000 150.00 1300 30,00 100.00 1000 32.00 25.00 3.00 1.90 60.00 10000 110.00 60.00 75.00 65,00 65,00 55.00 55.00 50.00 65.00 (100) (100) 14.00 300 00 500.00 1200 UOOOO 1.20000 540. :xl 75000 7.137.00 510,00 900.00 300.00 128.00 100 00 300.00 9,67100 180.00 100.00 110.00 180.00 225.00 195.00 195.00 220.00 220.00 200,00 260.00 113.57170 (430.00) (799 OOj 6,020.00 479100 300.00 500.00 a. n200 500.00 600.00 200.00 ~oooo 11.50 23.75 6000 2000 40.00 40.00 160 150 25,00 75.00 100.00 25.00 30.00 40.00 80.00 140.00 50.00 50.00 20.00 (4.90) (7 10) 1200 275.00 335.00 9.00 500.00 600.00 600.00 500 00 6.313.50 403 75 540.00 600.00 160.00 160.00 16000 7,63500 75.00 75.00 100.00 75.00 90.00 120.00 240.00 560.00 200.00 200.00 80.00 103,84080 (2,107.00) (5.672.90) 5,160.00 (2,619.90} 275.00 335 00 657900 W2-023-20 It C .,. "- ~ t..) ! 1..(1 C~ ~ ~ o .,. "- ~ II I)l ~ ~ ~ ((I I:, (I) -l 1) I:, C r 1} (:1 en STEM NO. ITEM DESCRIPTiON UNiT 4 12" RCP ClASS 5 5 15" RCP ClASS 5 6 16" RCP ClASS 3 7 15" HOPE 8 15" FES ReF ClASS 5 9 18" FES Rep CLASS 3 10 15" HDPE APRON 11 CATCH BASIN 12 27" MANHOLE 13 STANDARD MANHOLE 14 72" MANHOLE (SUMPED) 15 HAY BALES 16 IN-PLACE OENSIIY TEST IF LF Lf LF EA EA EA EA Eft, EA EA EA EA T SCHEDULE 6,0 CREEKSIDE CIRCLE STORM SEWER - TOTAL SCHEDULE 1.0 T.H. 13 DRAtNAGE TO MITCHELL POND , CLEARING AC 2 GRUBBING AC 3 COMMON BORROW (CV) CY 4 TOPSOil BORROW (LV) CY 5 SALV & REINSTAll EX. CHAIN LINK FENCE IF e BITUMINOUS RESTORATION SY 7 36" RC APRON WI TRASH GUARD EA 8 35" RC PIPE 7.5 DEGREE BENDS DESIGN 30 EA 9 36" RC PIPE SEWER DESIGN ~006. CL !:l LF 10 CONSTRUCT DRAINAGE STRUCTURE DESI EA 11 72" DlAMETER MANHOLE Wi SUMP EA 12 CONNECT TO EXISTING STORM SEWER EA 13 RANDOM RIP RAP CLASS tli CY ~4 GROUTED RIP RAP CLASS III CY 15 GEOTEXTllE FABRIC, TYPE IV SY 16 CA TeH BA;:;!N SEDIMENT BARRIER EA 17 BITUMiNOUS CURB LF 15 TRAFFIC CONTROL LS 19 BALE CHECK EJ.. 20 SILT FENCE. HEAVY DUTY IF 102023BT WK4 "-'._''-'--_.-~.-'-I -"'_:"--C_~'~'~'-"-_.'.''--'---'-~-E S.M. HENTGES & SONS . McmMARA CONSTRUCT. QUANn OM. TPRlCE TOTALPRlC. UHffPRfCE TO. TAlPR,CEi ~} ~~! ' ._-----($} 0.64 0.64 750 260 110 53 1 7 491 3 278 28 222 53 2000 2500 30.00 30.00 350.00 400,00 350,00 1.150.00 850,00 1,150.00 2,750.00 5.00 30.00 375 60 113 1 2 1 5 2 28 7 4 50 4,500.00 4.500.00 5.50 10,00 15,00 2000 , ,750.00 750.00 70.00 2,750.00 2,75000 500.00 60.00 75.00 200 5000 600 2.5UOOO 40 50 5.00 300 1,260.00 9,375.00 1.800.00 3.390.00 350.00 800 00 350.00 1,150,00 850 00 5,75000 5,500,00 140,00 210,00 35,430.00 2,880.00 2,88000 4,125.00 2.600.00 1,650.00 1.06000 1.750.00 5.250.00 34,370.00 8,250,00 2.750,00 500.00 16.680 00 2 100,00 444 .00 200 00 300 00 2,50000 200 00 150 00 45.50 2825 43.50 25.00 500.00 515.00 220.00 500.00 333.00 1,475,00 3,200,00 10.00 50.00 5.000.00 1.000.00 3.25 8.00 8.7S 12.00 2.35000 850.00 100 00 3,200.00 3,200.00 380.00 25.00 52.00 300 125.00 4.00 1,00000 550 320 RYANC()NrRA~. ... VALLEYPAVlNG.fNC, UNIT PRlCE TOTAL PIlle \JNfT PRIGE'l"OTAl. PRICE ($) ~}.. -.ill= {~J___;, 2,866.50 10,593.75 2,6'0.00 2,825.00 500.00 1.030.00 220 00 500.00 33300 7.375.00 6,400.00 280.00 350.00 45,961.25 3,200.00 640.00 2,437.50 2,080,00 962.50 636.00 2.350,00 5,950,00 49.100.00 9.600.00 3.200.00 380.00 6,950.00 1,456 00 666.00 500.00 200.00 1.00000 22000 160 00 2500 28.00 3000 22,00 1,535.00 1,67000 340.00 1,000.00 900,00 1.125.00 4,26000 8.00 60.00 3.000.00 3,000.00 8.00 10.00 12.00 50.00 3.00000 675.00 52.00 4,160.00 4,45000 1,400.00 45.00 60.00 200 100.00 4.00 500.00 800 300 1,57500 10,50000 1,80000 2,46600 1.53500 3,340.00 340,00 1.00000 900,00 5,625.00 8.520.00 224.00 420.00 47.83700 1,920.00 1,92000 6,000.00 2,600.00 1,320 00 2,650.00 3,00000 4,72500 25.53200 12,480.00 4,450.00 1,400.00 12,510.00 1,680.00 444 00 400 co 200 00 500 00 32000 150.00 2700 29.00 3200 24,00 430.00 480.00 21500 1,075,00 880 00 1.450 00 3,30000 1000 30.00 3,000.00 1,500,00 700 8.00 12.00 16.00 '1,50000 685.00 72.00 2,875,00 3.300.00 610.00 53,00 00.00 '.80 5800 8.00 4,00000 1000 325 1,70100 10,B75.00 1,920.00 2,71200 430.00 960.00 215,00 1.075.00 860.00 7.25000 6,600,00 280.00 21000 42,297.00 1.920,00 960.00 5,250.00 2,080.00 1,320.00 954.00 1,500,00 4.795.00 35,35200 8.62500 3,300,00 610.00 14.734.00 2,52000 399.60 232.00 400.00 4,000 00 400 00 162.50 t02..o23-20 I... C .... .I.. ... I,,) I I,D t~ .... .:. o .... .I.. ... i'1 .. (~l (~l ., ... ((I I;, ((I -1 '1J I:, C r 11 ~I 11'1 I~ tr--~~------~-~--"" --~ C ... ITEM IiEM OESCRtPTION S.M. HENTGES & SONS McNAMARA CONSTRUCT. RYAN CONTRACT. VALLEY PAVING, INC. ..:.. : NO. UNIT CUA", H jUHITPRlCE TOTAL PR:~UMT PRICE TOTAL ~UHrr PRICE TOTAL f'RI . UNIT PRICE TOTAL PRICl' _____.~. __.c_-'-.:==--------:=---=-- _ ~Sl.__________{S) _ !!!____ (~ (Sl !~) __m__.~$} _(.$l__~__ .... l_._. - t,,'1 21 SOD. EROSION CONTROl SY 1222 1.40 1. 71080 150 1.83300 2.20 2,688 4Q 1.50 1.833.00 \j) 22 SOD. LAVt.'N & BOULEVARD SY 222 1 ~O 310.80 1.50 333 00 1.90 421.80 1.50 333.00 en n WOODFIBER BLANKET. REGULAR SY 1m 1.45 1.171.90 1.60 , ,95520 150 1,833.00 1.60 1.955.20 24 SEEDING WITH MIX 500 AC 052 1,250.00 650.00 1.300.00 676.00 2,00000 1,040.00 1.300.00 676.00 ... .:. 25 INPLACE DENSITY TEST EA 3 30.00 90.00 5000 150.00 60.00 180.00 30.00 90.00 Ct :: T SCHEDULE 7.0 TH 13 DRAINAGe TO MITCHEL POND-TOTAL 95,172.50 96,63520 90.364.20 94,401.30 .... SCHEDULE 8,0 INDUSTRIAL PARK STORM SEWER CLEARiNG AC 011 7,50000 825.00 4,000.00 440.00 3,00000 33000 3.000.00 330.00 2 GRUBBING AC 011 7,50000 825.00 4,000.00 440.00 3,000.00 330.00 t ,50000 165.00 I)j 3 12" RCP STORM SEWER, Cl V LF 208 30.00 6.240.00 ~6.00 13.728.00 28.00 5,82400 62.00 12,896.00 .&l 4 12" RC APRON WI TRASH GUARD EA 2 1,00000 2,000.00 625.00 1,650.00 1.400.00 2,600.00 610.00 1,220.00 ... 5 27" DIAMETER MANHOLE WITH STOOL CAS EA 1 850.00 850.00 310.00 310.00 950.00 950.00 1,060.00 1.060,00 .:. 6 48" DIAMETER MANHOLE EA 2 1.15000 2,300.00 1.450 00 2,900.00 1,200.00 2,40000 1,675.00 3,350.00 (0 I:' 7 72" DfAMETER MANHOLE WITH 3' SUMP EA 1 2,750.00 2,750.00 3.20000 3,200.00 4,600.00 4,600.00 3,525.00 3.525.00 8 CONSTRUCT 48" DIAMETER MH OVER EX. 1 EA 1 1,250.00 1,250.00 1,650.00 1,650.00 3,400.00 3.400.00 1.725.00 1,725.00 (I) 9 CL III RANDOM RIP RAP Cy 59 75.00 4,425.00 25.00 1,475.00 45.00 2,65500 70.00 4.130.00 -1 10 GEOTEXTllE FABRIC. TYPE V SY 180 2.00 360.00 3.25 585.00 2.00 360,00 2.10 37800 11 CATCH BASIN SEDIMENT BARRIER EA 5 50.00 250.00 125.00 625.00 100.00 500.00 58.00 290.00 11 12 HAY BALES EA 20 5.00 100.00 10.00 200.00 8.00 16000 10.00 200.00 I:, 13 SILT FENCE, HEAVY DUTY LF 200 3.00 600.00 3.00 600.00 2.00 400.00 3.25 650.00 C 14 WOODFIBER BLANKET, REGULAR SY 533 1.50 799.50 1.50 799.50 1.50 799.50 1.60 852.80 r 15 SEEDING. #500 AC 0.2 1,250 00 250.00 1,300 00 260.00 2,00000 400.00 1,300.00 260.00 16 INPLACE DENSITY TEST EA 2 30 00 60.00 75.00 150.00 60.00 120.00 30.00 6000 T SCHEDULE 8,0 INDUSTRIAL PARK STORM SEWER-TOTAL 23,8134.50 29,01250 26,028 50 31,091.80 !J l...' 102023BTWK4 , 02,023.20 -.J ..ITEM NO. tTEM OESCRIPTION UNIT QUANTiTY ___n__~~g_SUPtll~~'!'______ SCHEDULE 1.0 RIDGEMONT AVENUE STREET - TOTAL BASE BID SCHEDULE 2,0 R:OGEMONT AVENUE SANITARY SEWER -TOTAL SCHEOULE 30 R1DGEMONT AVENUE WATERw~tN. TOTAl SCHEDULE 4.0 RIDGEMONT AVENUE STORM SEV\IER - TOTAL SCHEDULE 5,0 CREEKSIDE CIRCLE STREET. TOTAL SCHEDULE 6,0 CREEKSIDE CIRCLE STORM SEWER - TOTAL SCHEDULE 7.0 TH 13 DRAINAGE TO MITCHEL POND-TOTAL SCHEDULE 8.0 INDUSTRIAL PARK STORM SEWER-TOTAL TOT AL BID AMOUNT SCHEDULE 1,1 RIDGEMONT AVENUE ALTERNATE A - TOTAL SCHEDULE 5.1 CREEKSIDE CIRCLE ALTERNATE 8 - TOTAL I HEREBY CERTIFY THAT THIS IS AN ACCURATE TABULATION OF THE BIOS RECEIVED FOR THE ABOVE MENTIONED PROJECT ~~ NAME PAUL BOETICHER. P.E. DATE. JUNE 12 1995 MN REG. NO. 13929 ~a2023BT\NK4 .---... l~ ~._____.n. S.M. HENTGES a. SONS ...McNAMARA CONSTR\..fCT. . RYANCONTR.~T.. .... VALLEY PAViNG,INC. UNIT PRICE TOTAL.PR~ UMT ~E TOTALPR. U~ PR~E TOTAL PRo .I~~~E TOTAl Pro~ fSl ~lS~__ IS} ~,~}_.__~l$l lSl '1 1$) ($) 116,04755 126.141.05 27,870.00 26,930.90 30.653,00 32.514.50 7.613.40 8,446.42 92,372.90 95.4 16 50 35.430,00 45,961,25 95.172.50 96,635,20 23,884.50 29,012.50 429,243,65 461,058.32 (2.697,50) ,","" (SS8.00) (2.398.S0) r- (494.00) 4Z4-J 147.SS 4~ 0 (JOb .3l- I 134.795.50 124.~2.8S 31,031.80 48,197.38 28,146.00 32,906.50 10,200.10 9.065.57 113,57170 103,~O. BO 47,837.00 42,297.00 90,364,20 94.401,30 26.028.50 31.091.80 431,974.60 486,743.20 ~ 5,361 00 (2,946.50) + 4,791.00 (2.619,90) 461JCf74.3D 4-6/)17{',go ~ ~ ~ 102-023-20 ~ C ..,. .i- ... t'.) I \lI C~ ~ .l (I ..,. J.. ... N en 3 (I) I:, (/1 -1 11 I:, C r 11 I!I CI) ENGINEER'S ESTIMATE FO~ RIDGEMONT AND CREEKSID&.. .MPROVEMENTS -~aft 04/26/95 102-023-20 q S-'O ~L-, SCHEDULE 1.0 RIDGEMONT AVENUE CONSTRUCTION 1 MOBILIZATION LS 1 6000.00 6,000.00 2 SALVAGE AND REINSTALL SIGNS LS 1 2000.00 2,000.00 3 CLEAR AND GRUB AC 0.06 3000.00 180.00 4 COMMON EXCAVATION CY 2958 6.50 19,227.00 5 SUBGRADE PREPARATION 0 - 12" RDSTA 15.5 8.50 131.75 6 MILL BITUMINOUS PAVEMENT SY 54 11.00 594.00 7 AGGREGATE BASE, CLASS 5 TON 2223 7.00 15,561.00 8 TYPE 41A, WEAR COURSE MIXTURE TON 455 21.50 9,782.50 9 TYPE 31B, BASE COURSE MIXTURE TON 845 21.00 17,745.00 10 BITUMINOUS MATERIAL FOR TACK COAT GAL 236 1.50 354.00 11 CONCRETE CURB & GUTTER, B618 LF 3100 5.60 17,360.00 12 BITUMINOUS DRIVEWAY SY 194 11.00 2,134.00 13 CONCRETE DRIVEWAY AND APRONS SY 41 28.00 1,148.00 14 4" CONCRETE SIDEWALK SF 7572 1.50 '11,358.00 ~ 15 BITUMINOUS PATH SY 120 9.00 1,080.00 16 PEDESTRIAN RAMP EA 2 110.00 220.00 17 4" EQUIV WIDTH PAVEMENT STRIPING LF 3100 1.00 3,100.00 18 ADJUST FRAME AND RING CASTING EA 2 175.00 350.00 19 ADJUST GATE VALVES EA 2 155.00 310.00 20 SILT FENCE LF 800 3.00 2,400.00 21 SODDING, LAWN & BOULEVARD SY 4283 2.00 8,566.00 22 SEEDING AC 0.3 1500.00 450.00 23 WOOD FIBER BLANKET SY 1417 1.15 1,629.55 24 CATCH BASIN SEDIMENT BARRIER EA 2 45.00 90.00 25 WATER FOR DUST CONTROL MGAL 35 16.00 560.00 26 JUNIPER, 24" HT, POT EA 2 50.00 100.00 27 LILAC, 36" HT, POT EA 2 50.00 100.00 28 SUBGRADE DENSITY TEST, INPLACE EA 3 40.00 120.00 29 CLASS 5 GRADATION TEST EA 1 60.00 60.00 30 CLASS 5 PROCTOR TEST EA 1 80.00 80.00 31 CLASS 5 DENSITY TEST, INPLACE EA 3 45.00 135.00 32 CONC. CYLINDER COMPRESSIVE TEST EA 6 120.00 720.00 33 CONC. AIR ENTRAINMENT TEST EA 6 50.00 300.00 34 CONC. SLUMP TEST EA 6 50.00 300.00 35 BITUMINOUS EXTRACTION EA 5 100.00 500.00 36 BITUMINOUS GRADATION EA 5 125.00 625.00 37 BITUMINOUS AIR VOID TEST EA 5 110.00 550.00 38 BITUMINOUS CORE DENSITY TEST EA 5 115.00 575.00 T SCHEDULE 1.0 RIDGEMONT -"ENUE CONSTRUCTION - TOTAL $126,495.80 Draft 04/26/95 102-023-20 SCHEDULE 2.0 RIDGEMONT AVENUE SANITARY SEWER 1 CONNECT TO EXISTING SANITARY MANHOLE EA 500.00 500.00 2 8" PVC (8' TO 10' DEEP) LF 77 13.00 1,001.00 3 8" PVC (10' TO 12' DEEP) LF 494 16.00 ~ 7,904.00 4 8" PVC (12' TO 14' DEEP) LF 199 18.00 ''\ 3,582.00 5 8" PVC (14' TO 16' DEEP) LF 143 20.00 ",~ 2,860.00 6 8" x4" WYE EA 5 40.00 200.00 7 4" PVC SDR35 SERVICE PIPE LF 235 5.00 1,175.00 8 STANDARD MANHOLE EA 3 1100.00 3,300.00 9 EXTRA DEPTH FOR MANHOLES LF 12.21 80.00 976.80 10 IN-PLACE DENSITY TEST EA 19 75.00 1,425.00 T SCHEDULE 2.0 RIDGEMONT AVENUE SANITARY SEWER -TOTAL $22,923.80 SCHEDULE 3.0 RIDGEMONT AVENUE WATERMAIN 1 CONNECT TO EXISTING WATERMAIN EA 1 500.00 500.00 2 6"DIP LF 934 15.00 14,010.00 3 6" GATE VALVE EA 1 375.00 375.00 4 FITTINGS LB 425 1.50 637.50 5 HYDRANT WI GATE VALVE EA 2 2000.00 4,000.00 6 WATER SERVICE EA 6 80.00 480.00 7 1" WATER SERVICE PIPE LF 155 7.00 1,085.00 8 IN-PLACE DENSITY EA 11 75.00 825.00 T SCHEDULE 3.0 RIDGEMONT AVENUE WATERMAIN - TOTAL $21,.9~2.50 SCHEDULE 4.0 RIDGEMONT AVENUE STORM SEWER 1 REMOVE CATCH BASIN EA 1 200.00 200.00 2 REMOVE EXISTING PVC STORM PIPE LF 53 5.00 265.00 3 15" RCP CLASS 5 LF 90 22.00 1,980.00 4 15" FES RCP CLASS 5 EA 1 400.00 400.00 5 CATCH BASIN EA 1 975.00 975.00 6 72" MANHOLE (SUMPED) EA 1 1300.00 1,300.00 7 HAYBALES EA 8 6.00 48.00 8 IN-PLACE DENSITY TEST EA 7 75.00 525.00 T SCHEDULE 4.0 RIDGEMONT AVENUE STORM SEWER - TOTAL $5,6Q3.00' Draft 04/26/95 102-023-20 SCHEDULE 5.0 CREEKSIDE CIRCLE CONSTRUCTION 1 MOBILIZATION LS 1 5000.00 5,000.00 (:> ~ 2 SALVAGE AND REINSTALL SIGNS 7- c? 1--:> /) LS 1 2000.00 2,000.00 3 COMMON EXCAVATION ~ ~i\e-~ CY 3097 6.50 20,130.50 4 SUBGRADE CUT ft)l J;;) CY 1634 6.50 10,621.00 5 MILL BITUMINOUS PAVEMENT SY 45 11.00 495.00 6 SELECT GRANULAR BORROW CY 1634 7.00 11,438.00 7 AGGREGATE BASE, CLASS 5 TON 1191 7.00 8,337.00 8 TYPE 41A, WEAR COURSE MIXTURE TON 352 21.50 7,568.00 9 TYPE 31B, BASE COURSE MIXTURE TON 655 21.00 13,755.00 10 BITUMINOUS MATERIAL FOR TACK COAT GAL 183 1.50 274.50 11 CONCRETE CURB & GUTTER, B618 LF 2370 5.60 13,272.00 12 REMOVE EX 16" BARREL, INSTALL~RREL EA 1 300.00 300.00 13 REMOVE EX 24" BARREL, INSTALL BARREL EA 1 300.00 300.00 14 ADJUST FRAME AND RING CASTING-, \ \p\\. EA 5 175.00 875.00 15 ADJUST GATE VALVE EA 6 155.00 930.00 16 BITUMINOUS DRIVEWAY SY 549 11.00 6,039.00 17 CONCRETE DRIVEWAY SY 17 28.00 476.00 18 CATCH BASIN SEDIMENT BARRIER EA 9 45.00 405.00 19 WATER FOR DUST CONTROL MGAL 30 16.00 480.00 20 JUNIPER, 24" HT, POT EA 4 50.00 200.00 21 LILAC, 36" HT, POT EA 4 50,00 200.00 22 SIL T FENCE LF 100 3.00 300.00 23 SODDING, LAWN & BOULEVARD SY 6872 2.00 13,744.00 24 SUBGRADE DENSITY TEST, INPLACE EA 3 40.00 120.00 25 CLASS 5 GRADATION TEST EA 1 60.00 60.00 26 CLASS 5 PROCTOR TEST EA 1 80.00 80.00 27 CLASS 5 DENSITY TEST, INPLACE EA 3 45.00 135.00 28 CONC. CYLINDER COMPRESSIVE TEST EA 3 120.00 360.00 29 CONC. AIR ENTRAINMENT TEST EA 3 50.00 150.00 30 CONC. SLUMP TEST EA 3 50.00 150.00 31 BITUMINOUS EXTRACTION EA 4 100.00 400.00 32 BITUMINOUS GRADATION EA 4 125.00 500.00 33 BITUMINOUS AIR VOID TEST EA 4 110.00 440.00 34 BITUMINOUS CORE DENSITY TEST EA 4 115.00 460.00 T SCHEDULE 5.0 CREEKSIDE CIRCLE CONSTRUCTION - TOTAL $119,995.00 c .~-*\ 1?() (7 "'\ """5!-) & ~~':-.' --t5~) r~ l;-.;:::::;' I "r ~ Draft 04/26/95 102-023-20 SCHEDULE 6.0 CREEKSIDE CIRCLE STORM SEWER 1 REMOVE CATCH BASIN EA 2 REMOVE CULVERT PIPE LF 3 CONNECT TO EXISTING STORM SEWER EA 4 12" RCP CLASS 5 LF 5 15" RCP CLASS 5 LF 6 15" HDPE LF 7 15" FES RCP CLASS 5 EA 8 15"H~EAPRON ~~ EA 9 CATCH BASIN EA 10 27" MANHOLE EA 11 STANDARD MANHOLE EA 12 72" MANHOLE (SUMPED) EA 13 HAY BALES EA 14 IN-PLACE DENSITY TEST EA 1 308 1 63 369 113 1 1 1 1 5 2 36 7 8 200.00 5.00 250.00 21.00 22.0.0 18.00 400~00 250.00 975.00 1000.00 1100.00 1300.00 6.00 75.00 200.00 1,540.00 250.00 1,323.00 8,118.00 2,034.00 400.00 250.00 975.00 1,000.00 5,500.00 2,600.00 216.00 525.00 T SCHEDULE 6.0 CREEKSIDE CIRCLE STORM SEWER - TOTAL $24,731.00 CONSTRUCTION COST SCHEDULE 1.0 RIDGEMONT AVENUE CONSTRUCTION SCHEDULE 2.0 RIDGEMONT AVENUE SANITARY SEWER SCHEDULE 3.0 RIDGEMONT AVENUE WA TERMAIN SCHEDULE 4.0 RIDGEMONT AVENUE STORM SEWER SCHEDULE 5.0 CREEKSIDE CIRCLE CONSTRUCTION SCHEDULE 6.0 CREEKSIDE CIRCLE STORM SEWER ?,,; ffj. \0 \'\~" " " "- '- $126,495,80 t $22,923.80 J \ _ $21,912~0 ~ $$-,693.00 ) () - *",,1)P'~ $119,995.00 \rP\ \ $24,731.00 CONSTRUCTION COST - TOTAL $321 ,751. 1 0 LEGAL DESCRIPTION & PARCEL NUMBER Lot 1, Blk. 1 Calvin Erbele1s 1st Add'n 25-086-001-0 Lot 2, Blk. 1 Edward's 1st Add1n 25-146-002-0 Lot 1, Blk. 2 Mitchell Pond 25-155,-003- 0 lot 2, BIk. 2 Mitchell Pond 25-155-004-0 Lot 3, Blk. 2 Mitchell Pond 25-155-005-0 10'x203' in SW1/4 SW1/4 20'x2031 in SW1/4 SW1/4 36 115 22 .70 25--936-015-0 CURRENT FRONTAGE PAVING RATE CURRENT PAVING AMOUNT Law,"ence G. Haferman/& wi fe V 150' 15831 Ridgemont Avenue Prior Lake, MN 55372 PROPERTY OWNER & ADDRESS Richard & Ruth Fleck / 15585 Ridgemont Avenue Prior Lake, MN 55372 Mr. & Mrs. Ronald Edwards V 15590 Ridgemont Avenue Prior Lake, MN 55372 Todd & Beverly Bauman J 15645 Ridgemont Avenue Prior Lake, MN 55372 Gerald & Vera Benzel ~ 15631 Ridgemont Avenue Prior Lake, MN 55372 Nicholas & Theresa Sotis V 15605 Ridgemont Avenue Prior Lake, MN 55372 13 A in SW1/4 SW 1/4 Ex 3.73 ALawrence G. Haferman V 36 115 22 9.26 * 15531 Ridgemont Avenue 25-936-017-0 Prior Lake, MN 55372 N 2201 of W 2031 of SW1/4 SW1/4Bruce L. Burnham."; 36 115 22 1.03 778 Bur Oak Court 15785 Ridgemont Avenue Prior Lake, MN 55372 25-936-01a-0 *No address just a parcel of land TOTAL AR9501.FIN 1011 46.53 $ 4,670.00 1461 46.53 $ 6,793.00 1201 46.53 $ 5,584.00 120' 46.53 $ 5,584.00 1031 46.53 $ 4,793.00 116.89 $17,534.00 206' 116.89 $24,080.00 2201 116.89 $25,716.00 $ DESCRIPTION: ASSESSMENT HEARING DATE: ASSESSMENT RATE: ASSESSMENT CODE: INTEREST RATE: SPREAD: INITIAL YEAR: ADDITIONAL INTEREST: PAYMENT METHOD: LEGAL DESCRIPTION & PARCEL NUMBER RIDGEMONT AVENUE S 101' of Tract E RLS #13 25--054-006-0 N 801 L 1. B 1 Hannen 2nd Addition 25--078--001-0 S 1001 L 1, B 1 Hannen 2nd Addition 25-078-001-1 Lot 2, Blk. 1 Hannen 2nd Add1n * 25-078-002--0 Lot 1, Blk. 1 The Oaks 25--081-001-0 PID lot 2, Blk. 1 N of line Beg 54.87 S of NW Cor of 2, SE to pt 57.59 S of NE Cor The Oaks 15730 Ridgemont Avenue 25-081-002-.0 Lot 3, Blk. 1 \ I The Oaks PID L 2, Blk 1 V lying S of line 54.87' 15720 Ridgemont Avenue 25-081-003-0 End of Project Metes and Bounds 15790 Ridgemont Avenue PROJECT 1195-01 ~GEMONT AVENUE IMPROVEMENT ,- t995 -\'It ~. 51//F SH~~Lf.': WU L"1"--#J-'::H~( J II(P.~~ ~t",f.~-\I'>~-t..J V'o ...1..., ,\ PAVING .. 87 ) 8.0% f PAVING - 10 YEARS I~ 1995 2~~ BA \'.{) EQUAL PRINCIPAL PROPERTY OWNER & ADDF~ESS CURRENT FRONTAGE PAVING Margaret & Steven Hannen if 15745 Ridgemont Avenue Prior Lake, MN 55372 James & Sheila BrockhausV 15655 Ridgemont Avenue Prior Lake, MN 55372 Daryl & Gail Borchardt~ 15663 Ridgemont Avenue Prior Lake, MN 55372 Margaret & Steven Hannen v' 15745 Ridgemont Avenue Prior Lake, MN 55372 Dirk & Johnna Braaten-l 15630 Ridgemont Avenue Prior Lake, MN 55372 1011 80' 1001 269' 2811 City of Prior Lake 16200 Eagle Creek Avenue Prior Lake, MN 55372 v 2651 City of Prior Lake 16200 Eagle Creek Avenue Prior Lake, MN 55372 209' City of Prior Lake 16200 Eagle Creek Avenue Prior Lake, MN 55372 490' CURRENT RATE PAVING AMOUNT 116.89 $11,806.00 46.53 $ 3,722.00 46.53 $ 4,653.00 116.89 ~;31, 443.00 46.53 $13,075.00 116.89 $30,976.00 116.89 $24,430.00 116.89 $57,276.00 If PRJO ~ v. PROJ~CT COST - CREEKSIOE ClJ.{CLE ESTIMATED CONSTRUCTION COST INDIRECT COSTS (30%) ESTIMATED TOTAL PROJhCT COST PROJECT ASSESSMENT (60%) PROJECT TAX LEVY (40 %) PROJECT ASSESSMENT PROJECT ASSESSABLE FRONT FOOTAGE PROJECT ASSESSMENT RATE I02/045-260J.jan $119,900 36,000 $155,900 $93,540 $62,360 $93,540 2 609 ~.~. , $35. 85/FF x \.0> ~ 7, \,k VI. PROJ~CT SCHEDULE - IF APPRO"~D BY COUNCIL INFORMATIONAL MEETING JANUARY 30, 1995 PUBLIC HEARING FEBRUARY 6, 1995 PLAN APPROVAL AND ORDER ADVERTISEMENT FOR BIDS MARCH 20, 1995 BID OPENING APRIL 17, 1995 ESTABLISH ASSESSMENT HEARING DAlh APRIL 17,1995 ASSESSMENT HEARING MAY 15, 1995 PROJECT IS APPROVED BY COUNCIL JUNE 5, 1995 CONSTRUCTION STARTS JUNE 1995 CONSTRUCTION COMPLETE AUGUST 1995 102/04S-2603.jan \ L ') \, '\ CjS\J-2e.nU CREEKSIDE CIRCLE Steven & Susan Bennett 16812 Creekside Circle SE Prior Lake, MN 55372 Evelyn Feldten 16726 Creekside Circle SE Prior Lake, MN 55372 Paul & Suzanne Trapp 16700 Creekside Circle SE Prior Lake, MN 55372 "'\ Richard C. Henkemeyer 16686 Creekside Circle SE Prior Lake, MN 55372 -s Mr. & Mrs. Glenn Mueller 16672 Creekside Circle SE Prior Lake, MN 55372 PROJECT 95-02 CREEKSIDE CIRCLE 1995 IMPROVEMENT PROJECT Daniel & Kathleen Rorvig 16658 Creekside Circle SE Prior Lake, MN 55372 Martin & Diane Kraska 16644 Creekside Circle SE Prior Lake, MN 55372 ~ Roger & Myrna Bresnahan 16630 Creekside Circle SE Prior Lake, MN 55372 ~ Mr. & Mrs. Roman Hertaus 16616 Creekside Circle SE Prior Lake, MN 55372 CREEKSIDE CIRCLE Loren & Marie Hanel \~ 16602 Creekside Circle SE Prior Lake, MN 55372 Mr. & Mrs. Louis Stassen \\ 16617 Creekside Circle SE Prior Lake, MN 55372 \1- Mr. & Mrs. Dennis Ballinger 16639 Creekside Circle SE Prior Lake, MN 55372 Mr. & Mrs. Donald Hanel \) 16663 Creekside Circle SE Prior Lake, MN 55372 Jack D. Surina \V\ 16681 Creekside Circle SE Prior Lake, MN 55372 Mr. & Mrs. Alvin Monnens \<5 16697 Creekside Circle SE Prior Lake, MN 55372 \~ Scott & Betty Geiger 16717 Creekside Circle SE Prior Lake, MN 55372 \, Wallace Janecke 16754 Creekside Circle SE Prior Lake, MN 55372 \~ Francis G. Mueller "16784 Creekside Circle SE Prior Lake, MN 55372 Mr. & Mrs. Daniel Johnson \~ 16741 Creekside Circle SE Prior Lake, MN 55372 Glenn & Edith Svoboda JJ\J 16769 Creekside Circle SE Prior Lake, MN 55372 9502LS.ENG ~ ~~~~ _,oQ;- ~<:)<:) ~~''\ ,,0 EVANGELICAL LUTHERN SYNOD ~ 200 , 1// / I ASSESSMENT AREA PROPOSED ASSESSMENT AREA CREEKSIDE CIRCLE , SAMPLE ASSESSMENT Street Improvements CREEKSIDE LIKCLE OVERLAY 100' Lot ... $3,585.00 Year Principal Interest Annual 1 $358.50 $467.52 $826.02 2 $358.50 $258.12 $616.62 3 $358.50 $229.44 $587.94 4 $358.50 $200.76 $559.26 5 $358.50 $172.08 $530.58 6 $358.50 $143.40 $501.90 7 $358.50 $114.72 $473.22 8 $358.50 $86.04 $444.54 9 $358.50 $57.36 $415.86 10 $358.50 $28.68 $387.18 $3,585.00 $1,758.12 $5,343.12 * Front Footage Rate ... $35.85/ff ** Interest Rate ... 8.00% *** Te.llJ..l ... 10 yrs. **** 1st year tax payment includes an additional 230 days interest calculated from assessment hearing date of 5/15/95 SAMPLl.WRT , "~ '-" '" /.",/. ." ~ ~ wi ' · v '-\..1. c CREEKSIDE TOTAL STREET r-HONTAGE = 2,609' - ----____u_ r--.---. ------- -------. - --~---_._._._-._--- --- P ~iIlL 1I P C M~ L S 0 PIJ 24~39b I ---:-J~"[S -~ATE~ ~';i2SI01S I II~__ I I ~ v 1 ~ I~ 49 ---1',--' .- ~ 21:1415 o If) I, 1/ .., ~ILLlAM ~IMPKINS LOH':N I~ , 13 ~..I r-~<1~ O<:)I-yCL ...J~ tC. uJ ..S) 7t r- - ~.1 -4 -- - -l 6 ~-.1 a::~ ~ '1 II 12 1t3<j~13 V1 L !.> <..! 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