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2005-12-19 LOC Reduction
112innesota Development Agency, >~c December 19, 200 Larry R. Kruse City of Albertville '5975 Main Avenue N.E. Albertville, MN 55301 RE: Hunter's Pass Estates Letter of Credit Reduction Albertville, Minnesota Dear Mr Kruse, Please accept this letter as an official request to reduce the irrevocable Letter of Credit No. 8815-0805 DI from $2,098,700.00 to $263,132.49. We have approximately $210,505.99 of work remaining per the current contracts. We understand the City of Albertville needs to complete a review of the reduction and the requested number may change. I have included copies of the letter of credit, grading bid, street and utility bid, and latest pay requests for your review. Please contact us with any changes or questions and thank you for your attention to this matter. Sincerely, HUNTER'S DEVELOPMENT, LLC ~v1INNESOTA DEV LOPMENT AGENCY, LLC ~ ;~~~ f, . ~ ~._m ~~~~~~, Dwight R. Gunnarson, P.E. Vice President of Operations Cc: Adam Nafstad -Bolton & Menk, Inc. 976 F~tiic~n Avenue, Suite ZO1 • htonticetlo, A4~~ 55362 Phone: 76~-295-LAND • Fax: 763-295-4696 • wwwmndewelopmentagencpcom 1428 5~' Avenua Anoka, MN SS303 763,7$d.3d00 Offfea 763.784.67bb Fax 1 ?316 Kenyon Avenue, Suite 102 Y.akeville, MN SSOd4 952.898.3400 Q#~'ice 952.898.3411 Fax 1vw w. ct~nrra.~tp rs~antta~ cvn: Maxirniying your' prof~is wit}`i o~rr ir~zegrtty IRREVOCABLE LETTER OP CREDIT N0, 8815~0$aE DI Dated: August 12, 2045 Ci#y of Albertville 597E Main Avenue Northeast Albertville, MN 553x1 Re: Hunters Development, LLC Hunters Pass Estates Gear SirlMadam: We hereby establish our Irrevocable Letter of Credit ("Letter of Credit") in favor of the Ci#y of Albertville, Minnesota ("Beneficiary"J for the account of Hunters Development, LLC, a Minnesota limited liabiilty company ~"Customer"}, in an aggregate amount of Two Million Ninety Eight Thousand Seven Hundred collars ~~2,09$,7aa.aa), The Letter of Credit is given to assure the performance of the Customer's obligations to the Beneficiary under the Development Agreement dated between the Customer and the Benstieiary ("Development Agreement"} for developer improvements for the foNowing: Municipal improvements, on and off-site improvements, and landscapinglscreening materials. All drafts must be endorsed by the Mayor or City Administrator of the Beneficiary and bear the clause "Drawn on irrevocable Letter of Credit No. 8815-0$05 DI, dated August 12, 2005 and must be accompanied by the following; 1. The Letter of Credit, which snail be returned to the Beneficiary after notation thereon of the amount and the data of each draft; and 2. A sworn statement executed by the Mayor or the City Administrator of the Beneficiary to the effect that the Customer has failed to perform its obligations to the Beneficiary under the grading contract or wetland mitigation, and specifying the nature of the default end the amount necessary to cure the default. Each document presented to us must be an original document. t; v , , ~ ~~ t ,; u ~ ; ~: ~! r1 ~ ~~'d a ~ P,I r~ ~'~~~ ..11 ~ R G : ~ ~ 1711 ?. ~ f i ,' ~ h. 0 N City of Alberkviile Page 2 IRREVcJCASLE LETTER QF CREDIT X10: $$~~-0$05 of A!! drafts drawn under and in compliance with the Letter of Credit will be duly honored, provided that presentment is made during regular business hours at our offces located at 9428 5kh Avenue, Ano(ca, Minnesota 5503 before August 12, 2006, at ~2;01 p.m., when the Letter of Credit shall expire. The Latter of Credit and the proceeds thereof cannot be assigned, We shall have no obligation or liability under the Letter of Credit tv any person other than the Beneficiary. The Le#ter of Credit steal! be governed in ail respects by the laws of the State of Minnesota, including the Uniform Commeroiai Code adopted thereby. CONTr'~ACTORS CAPITAL C©RPORATIO~! By. Jerry Toilefson i#~ cEa u n +_~ ;1 C~ ~ ~? ~~I P. `) ~ ~ 4,' i I ~ 4'1 C' ll ~ ~ ~ ',~ ll I fd fl'l ~dl a t1 (' ~ 1 f' fl !1 ' (1 C' p, (1 ~.I CQNSENT The unds~rsigned hereby irrevocably and in advance consents to the Issuance of Irrevocable Letter of evredlt Number X815-Q805 O1 dated August ~2, 20Q5, and any amendments and extensions which may be requested by the Beneficiary. The undersigned agrees to pay upon issuance and upon renewal thereafter a non~refundabia letter of Credit 1=ee of one per cent (1.00%) for the first twelve month period the letter of credit is outstanding and each six month period thereafter, which the undersigned authorizes Gorttractors Capital Corporation to charge against a related loan or escrow account. Reductions 4f. the outstanding le#ter of credi# balance shall be effective upon receipt of the notice from Beneficiary. Hunters Development, LAC By; Joseph S, Huber Its Becretary F .. '1 .. ^,U ~,h~J~ lH~ f „`i ~;~~ll b`~I.1~C,'i I~I~I~Q. ! GRID; ! ~ 'i~~J i Jul. 28. 2005 10.~5AM 6ennis Fehn Grave! & Exc Inc PROPOSAL FORM FOSS HUNTER'S PA38 ESTATES Grading (mprovemerrt Project AihartvtM®, Minnesota Htds are due Qn qr bretore T:04 PM, May OB, 2005 at the ofece oT Msyar•Rnhiln. Owner, Minnesota DEVek7pn18nt Agency Engineer. Meyer-Rah6n, tne. 201 West 7th St 111'f Highway 26 Noffh MonticeHa, MN ti5362 t3utiato, i~flHI55313 The undensianed, as bidder, hereby proposes and, If this proposal is acrapted, agrees to fum[sh bonds as requirod and th enter Into a contract with the tamer to furr~h an materiels, IabOf, Skill, toots and equipment fcx the complete o4natructlon of streets and utllhfes, induding aii acaessaries as Galled for by the Specitlcatlans herewith, as prepared hY Meyer Roltlirr, inc., Engineers dnd Land liurvayors.1111 i~ghwey 25 Nosh, Buffalo, MN, 55913, acting as end in these contract dotxunents emitted as the Engineer tar the totlowing estimated quantifies and unit prices. No. 5399 P. 2 ~~~s Std 5utxnltter.~„tj,~,c F ~a /~t ~otraQ .S~ ~/'c_T~R c , Data: ~"'~ ~~ S~ nrn.w _ crnnea nowiar No, item Q Unit Unit PdCe Tohal Price 1 ua W I DPE H d the 719 LF ~~ • Oa a 0 Z "Mewl FES w! Trash Guard H t~R 'J~f7. ~~ 3 12" RCP Class Itt 811 the 34 LF . tJa OQ 4 12"HDPE aNde the 16 L~ o~ ~ ~ Qfl ~~g ~Q 6 12" Metal FE w/Trash Guard 3 t=A a 5Q, 00 O • (~ 6 12"GMP alld the c+Z.04 Q. OD 7 15" HDPE aii de the 26 lF a • QO 4. ~ B 15' Metat FES wJ Trash Csuard 3 EA 2 ~ ~• ~ w~ . ~ s 1B' RCP, Ctan Ili au de hs 78 ~ a$. oa ,~ a - a,tao i0 i5"CMP, all the g0 LF S, f~C? ,~ oop,o0 11 18" HDPE ell d the 25 fF „r, t.0.OV , ~ 72 18" Metal FES w/ Trash Guard i FA ~ O . bG O ,~ 13 18° RCP Crass iii Alf de hs 82 tF 1, 00 a S Q 14 24 DuatW DPE aU s 297 LF ~~.d8 ~ 10. 75 24° Meta) FES w/ Trash C3u~ar+d f EA ~~O ~ UU i{- ~ • QQ 1 t3 36" FiDPE aN the 220 LF ~~ • ~ 17 Pond A OuUer Structure No e 1 !S ~ ~~~~, t'`,.C) ~ ~la~ •OGt 1 S Pond 8 Outlet Sirutiuro Np Pie 1 LS _,~ ~p~ • 04 . ~ ~a2 • a0 19 Pond C Outlet Structure No R e ~ ~(p ~710~ -OA 20 Pond D Outlet Structure o P e) ~ t LS ~ 2i Pancf E Cutlet Sinrottrm (t,~pea 1 t-S ~ '~ ~~ Ck~ ~~j, ~ 22 Rt Ra , CL ll w/+Gtjotextii 95 CY . pC} ,~ QO. 00 BID A -STORM DRAIN TOTAL 3~} USA .OG 1 Pale Ju1.28. 2005 10:45AM Dennis Fehn Gravel & Exc [nc rztn rs _ rsaentur_ Nu. 5399 P. 3 ,,,Woos , No. Item Cat , Unit Unit Price Total p ce 1 Ciearin 8~ Grubbin Acres t=st. 1 AC ~ ~~ ~ ~q ~ .OQ 2 Erosion CanhcE Slit Een 8300 ~ . i7 j ~ j0 • dD 3 vod Fiber B}anket 7300 SY I • ~J Jr 4 ammars Excavation 18fl 000 CY Ect. 1 LS ~a ~ 5 Correction Ei! 30000 CY ~ .~i O ~S (50B , Dd B , Fettil'¢er Mulch 30 ~'~ I ~ "750.04 7 We andBtrlrerSeed 4.8 I~vZ30•C)~ ~ ~.DO 8 Wetland Seed 8.7 A ~ 014 . ~ ~, ~+~~. ~~ eTD B - t3RAOTNG TOTAL 4~ (D 3, pQ 9 Common Excavation Cgntingency 2500 Y t . ~r3 ~ ~, SD4.4~ pin n uinr+r~ i ~uGn~ ~a o. Item Unit Unit Price Tots( trice 1 _ Rock ConswWion ntrance i EA $QO . ~ A O 2 Buddin 8 struaund Dialer ! LS ! °lOb . UO i D . O4 3 lJtil' Pole Retop n 1 LS L10. d4 (oa4 . ~~ 4 4"back ardDraErrtlfe 100 LF t.2,40 I x~-DQ 5 and Dralntbe 270 t, I . ~d 3 Fo µ$. pd 6 Drainq~eConnec6on CIs3 u Etc. 6 FA 1 a~0. 0~1 9f~t3.~D ' BID C • MI9C~Ll.ANEOUS TOTAL ,~rb~' ~. t~ GRAAID70TAL5~Z0 ~P17~~ nwTtn-r rTau4 Na. ltem Qty, Unh Unk Price Togl Price - 4 Wetland Eco-Pafchz _ 3.6 AC ~ ~a. 0(7 ] r S, ~ bb . r~o pT~ - Qre~~G.~ l 5 Sht~ r ~-' o~ProK_ as,ooc~ cy Per v~ 'Gat~t't?~. ~ro~oSa.L ~t~.b~fct- -~G cl~c~.vx3e. t-L~I~~e.t~ wt:, r~.c~ivc.. r.~v~~~ ~~lct.cns §~;r ~ b.~ata,,~,t'Pt~ Stt`e . F~.ilIP ~ Ju1.28. 2005 10:4bAM 6ennis Fehn Gravel & Exc Inc ~,o. BMX 25s 5050 Barthel Industrial Dr, Albertville, MN 55341 Ta: Meysr Roh{in 1411 Highway 25 Narth Buffalo, MN 55313 Arin: Dewey Gunnarson INC. No. X399 P. 5 Phone (763) 497-242$ Fax 1763) 497-3893 www. dennist'ehn, com From: t3ary Fehn Date: July 2Q, 2t?G5 Project: Hunters Pass Location: Albartvil{e. MN COSTS FOR PLAN CHANGE Bfd B ©radirlg ~ Egt Qty Un(t P Tota Prloe 4 Common Excavation CY 3,160 $1.80 $5,67d_Op 8 Common gvrrow Ell CY 30,Q00 $2.57 $77,1{?D.00 Bid C Miscelfan8ous Unit Est Qiv ,tit Prlcs Tote! Price 6 Asbestos Removal LS i $4,7Q4.Q0 $4,704.pp Total Adct{t{orral: 387,474.U0 COMMERCIAL & RESIDENTIAL SITEWORK+ RDADf3UILDING SAND 8c GRAVEL+ DECORATIVE MATERIALS E~uar. oPrvHTClNtTr ~:-+~roY~;rr BiD A -STORM DRAIN Qty.this City. to Unit Tota( Price Total No. Item Qtv. unit Intimate Date. Trice 'T`his I<stunate i'ricc~ l 8" Dual Wall HOPE (all depths} 119 I_.F 0 0 $0.00 `60.00 So.{){} 2 8" Metal FES w/ Trash Guard 6 EA 0 0 50.00 $0.00 50.00 3 I2" RCP, Class III, (all depths) 34 T,F 0 0 50.00 $0.00 $0.00 4 12" HDPEi (all depths) 18 LF 0 t) 50.{)0 50.00 $0.00 5 2" Metal E~E ~~~! 'T'rash Guard 3 h;.A 0 0 50.00 50.(.)0 $0.00 6 12" CIVIP (all depths) 80 LF 0 0 50.00 $0.00 $0.00 7 '15" IIDPE (all depths) 2b LP 0 0 50.00 $0.00 $0.00 8 15" Metal hES w/ 'trash Guard 3 I:-A 0 0 50,00 80.00 $0.00 9 I S" R.CP, Class III, (all depths) 79 1,F 0 0 's0.0O `60.00 $0.00 10 15" CIVIP, fall depths) 80 L..-F 0 0 $0.00 $0.00 $0.00 11 18" NDPE (all depths) 25 LF 0 0 50.00 $0.00 $0.00 12 l 8" Metal f~ES wi `C"rash Guard 1 l:A 0 0 50.{)0 50.00 $0.00 13 18" RCI', Class III, (all depths) 82 L;F 0 0 $0.00 St).0O $0.00 1 } 24" Dual Wal[ I-IDPE (alt depthsl 297 LF 0 0 50.00 $0.00 $0.00 1.5 24" Metal FES ~~~i Trash Guard 1 EA U 0 $0.00 $0.00 $0.00 16 3f>" HDI'I; (all depths) 220 LF {) 0 50.00 $0.00 $0.00 17 fond A Cutlet Structure (No Pipe} 1 LS 0 0 50.00 $0.00 $0.00 18 Pond B Outlet Structiu•e (No Pipe) I LS 0 0 50.00 $0.00 $0.00 19 Po~1d C Outlet Structure (No Piped 1 LS 0 {) 50.00 $0.00 $0.00 20 Pond D Outlet Structure (No Pipej 1 l.S 0 0 50.{)0 SO.Ot} $t).00 2 t Pond E Outlet St1•ueture (No Pipe) 1 I,S 0 0 80.00 $0.00 $0.00 ~2 Rip Rap CL II wlGeotextile Fabric 35 CY 0 0 50.00 $0.00 $0.00 BID A -STORM DRAIN Tt)TAL SU.00 SO.UO BID B -GRADING Qt}~.this Qty. to Unit Total Price Total No. Item Qty. Unit Estimate Date Price This Estimate Price l Clearint; & (:n•ubhing (10 Ac res l~ 1 I_.S 1 l ~z~ a~:;a on 529,404.00 529,404.(}0 2 F.rosi<,>n Control Silt Fence 8300 T~,F 8366 8366 $ ] .40 51 1,712.40 `~ 11,712.40 3 Food Fiber Blar~iket 7300 SY 10976 10976 5135 S14,8'L7.60 514;817.b0 4 C~~~rnrnon Excavation (160,000 CY 1 LS 1 ( 5azv.~,~woo 5329;609.00 5329;609.00 5 Soil (:on•ection 1V 3ti0u0 CY 9012 9012 411.50 513,518.00 513,518.00 Seed; Fertilizer, Mulch 30 AC 28 28 ~;425.t}n 4;11,90().00 511;900.00 7 Wetland Buffer Seed 5 AC 0 0 $0.00 $0.00 $0.00 8 V/etland Sced 4 AC 0 0 50.00 $0.00 $0.00 B[D13-GRADIh'G'I'U"I'AL ~.~,~~>~,it,a ~=+iu,yt>i.tx~ BID t: - MISCELLANE~OL~S Qty.this Qty°. to Unit 'T'otal Prig; 'Total No. Ite~tn Qty. Unit Estimate bate Price `T'his Estimate Price 1 Rock Construction Entrance 1 EA 1 1 $800.00 5800.00 $800.00 2 Building & Structure Demolition 1 l,S 1 1 s~~zs~on=~; 512,90{).00 512,E?00.00 3 Utility Pole Relocation 1 1_S 0 0 50.00 $0.00 `.60.00 4 4" Backyard Draiutile 100 I_F 0 0 50.00 $0.00 $0.00 5 6" Backyard Draintile 270 LF 0 0 50.00 $0.00 $i},00 fi Urai~ntile Connection. CJeanoutc, E 6 EA 0 0 $0.00 SU.00 $0.00 BlD C - MISCE.L,LANEOUS'1'O`i'AL $13,70{},00 513,?00.00 F,X"i'RAS Qty.this Qty. to C1uit Total Price Total No. Item Qtv. L!nit Estimate Late Price "This Estimate Price ( ('<.»nm~n Excavation Adjust 1 CY 3t50 31.50 `h1.80 SS,f7(.).00 55,670.00 2 Common. Borrow EV 22919 CY 221119 22919 52.57 558,901.83 558,9Q(.83 Asbestos Rcmov~al l LS 1 1 54.704.00 54,704.00 54,704.00 4 Mow ~~Veeds on Project I L5 1 1 51.380.00 $1,380.00 51,380.00 S 67th Street 4Videnin~ 1 LS 1. I 53.034.00 $3,034.00 83,034.00 6 l~'ann Dump C'Jeanup l I,S 1 1 58.6;8.53 58,658.53 $8,658.53 7 0 Si).00 $0.00 50.00 8 0 $0.00 $0.00 $0.00 EX'I"RAS TOTAL $82,348.36 582,348.3(1 AMOUNT AMOUNT' COMPLETED TOTAL LESS RGTAINAGE 5%, Per Prairie Restorations Invoice 97728 Restoration dne to late pond outlet installation TOTAL PA~'MENT NO. I Notes: Seed, Fertilizer, and A~ulch item reduced to 2R acres since saed contractor sacil,d in wetland huffcr area ~rfns Hs~ria~.~r~: TO DATE $507,009.3(1 5507,009.36 ($25.350.47} 5902.00 (54,500.00} $478,060.89 Retainage to be kept anti( pond outlets Ire installed and restoration is com~alem. ' AUG-02-2005 TUE 01,38 PIS SJ LOUIS CONST IhiC FAX N0, 3202533533 _ PROP05AL 11~ORM '~- FOR HUNTER'S PASS ESTATES Pfiaae 1-Strout end Ullllty Improwmerrt ProHot A!t»ttv11U, Mlnneaota l31dt are due on or before 2:00 PWI, AuOuat 02, 2008 at the office of Meyer-Rofilln, lnc• Qwnar: Mlnnasota Development AgonCy Englnaer. Meyer•Rohl}n, Inc. 1111 Ftighway28 North l3uffelo, MN 86313 The undareianad, es blddar, hereby proposes and, If th{a proposal fs accepted, agrees to famish bonds as required end in enter intc a C0litraot with the Owner to fumish al! materials, labor, ekAl, toots and aqulpment for the complete conatructlan of streets and uUlltks, IneludinQ aU aceeeaorles qs called fnr by the SpeclAcetlone herewith, as prepared by Meyer Roh11n, Ina, Bnelneers end Land Survayors,1111 Highway 2b North, Buffalo, MN, 56819, acting as and In thane o5ntract documents antltlad ae the Englnaer for the following eagmated quantltlee and unlt prleea. 61d 5ubmltter: `~T ! ~~'4 ' S Gv~'- s,~rvc~.:!?.'>I Daie:~~ aru a~ ~ KrcT t . Unit Unlt Prloe Total Pr 1 Connect to xictin Lift Station 1 A n 'n Hite 9 8" ' - 970 a e"-PVC S R 3b 0' - 2' 1020 L!' ~ f3" PVC 9DR 36 12' -14' 1609 LF "~d 14' • 1 3 y " VC 35 '- 0' 1 F B B" PVC SDR 28 ia' -18' s2 LP /~/a/. " PV R 18' -1 c% ua dP 1o a"PVC sDRae 1e'-aa See F ~• o 11 8" P C D 26 20' - 131 LF • r.+o 1 8" 00 F Main 8' 886 LF ~~ '~ 13 e' 11. DIP end 1 E ~ iD 1a fi a6 i]IP Benda ~ ~• ' 1 4 " an cis 0• ~ ~ ~ 14 48" Manh le E e th 89 LP 17 8" Manhole Outside Dro - ' A ~• 18 8" utai a D s de th ti LF // O. [.~ 19 {ta 5e Gtou - 4" ~ FA ~ • 7C~ a" PVC S R 28 Isar PI 232 LF ~ SNP: 2 4" PV 9 R 2 SeMce PI a 3892 F /p. ~' ~~- IJID A"SANfTARYTOTAI, ~~5~ ~r7 ~ ...... ..,.. c. r Item nl Un1t P Total Pdao 1 onnact xlstin "Water s Z EA 2 4" G•9D0 PVC Watermaln 99 F D 3 4" G to Val RI Q '~ - 4 4" 46 DIP Bend 1 A "7 ti 8" C-BOD atemryain 217 LF 9 8" C• 0 PCV Watermaln ~ 7 B" Ga Valve ox & Riser 13 A B' 1 . IP Bends 18 A •u 8" 2 .8 IP ens 18 P~ . v i 1 8" a6 OIP Bands 8 a!(vD. P, 02 rns+cos AIIG-02-2005 TUE 0138 PCi SJ LOUIS CONST INC FAX N0, 3202533533 P, 03 12 8" K 0" pl Tee t1D ~ 13 8"X T 12 U 14 8" X P 1 B 8" X A" I ca EA b. GG. 18 H nt V 16 A ~ 7 Wa r I 90 A e Servlca P 1" 9900 LR 1 Ind 1 1 SIt3 S • WATBRMAIN TOTAL st~'7 T 7'7. cx~ eiti r erneu neuu Unit Unit Prfc Total PrtCe 12" RC Ctaas B all de the D 7 F v. "H R li BO LF 7 /D 4 1 491 F ~' 1B"HD e F /Q •~ IF T sh and 3 PA /4~•c/O T " la I e 4 F 4 /~ 7~. ~ 2" RCP C ss N e~ F 4" P e the 302 LF d•~I• 10 "M F 2 EA 4 D .UJ 1 4" RCP CI 6 fl G F "R la i alde F 13 3 " S ! h wrd A 14 T' X 3' x ~I 0 LF r s ttal MnT]OT 314A.20 C 1E 40 2'x3' Cat s n EA ~~ 18 2' h Beal Extra th 2 F ~ , [~ 9 2 1 1 Q 0 48" C >s 27 E y 1 4 " 9esln Ds 1h 14 LF . uo B " f 8' , chi 0" 7 F 4 RI CL I I w/Gaa t Fa ri 6 C , c~ ~,~~ elo c - STORM ARA1N ToTAI. / ~; fr~r~ vf~ AUG-02-2005 TUE 01 39 PM SJ LOUiS CONST INC FAX H0. 3202533533 P. 04 711t2CD:i o. 1 em U it Unit Total pri a Sub reds Pre 14749 tats ~ C ~ 5e sot Granular I nDOT 1 V 8 08 CY ~ c+f~ 4 Curb & r 981 ~ F es Q 1!a s 3 ~ 8 Curb & Oulte u e 7886 LF p• 7 f inou a9 1648 T N a1 8 uminoua Wear TON 6 C3sotexttla Fabric e fi 19815 SY 10 Drairrtlle • 4" to 7900 F . c~ ~ ~ 1 ~ ds w ®' igase 16735 F . ~ Ua ~ P RinRmg E 13 Ad uet hole 14 Ad ust Gate V 13 P1~ ~~' OID D - STREETS TQTAt. 3 9 ~. Co~i~'~ ~rS'r aru a, e • m~ ~ o ltem Q Unit Unit Total F as - 11 1 ~ R Ck Construction Entrance 2 ~ 8 obllizatio 1 ~ ~L~• ~ 3~ ~' BID E -MISCELLANEOUS TOTAL „ 3G.'3 ~.7. c:~o GRAND TOTAL. ~ G~~U /loG~. 55~ BID A -SANITARY Estimated Qty.this Qty. to Unit Total Price Total No. Item Qty. Unit Estimate Date Price This Estimate Price 1 Connect to Existing Lib Station 1 EA 0 1 $800.00 $0.00 $800.00 2 Connect to Exiting 8" Sanitary l EA 1 1 $800.00 $840.00 $800.00 3 8" PVC, SDR 35, (8' - 10') 970 LF 0 295 $18.00 $0.00 $5,310.00 4 8" PVC, SDR 35, (10' - 12') 1020 LF 0 919 $19.04 $0.00 $17,451.50 5 8" PVC, SDR 35, (12' - 14') 1509 LF 0 1,342.5 $24.00 $0.00 $26,850.00 6 8" PVC, SDR 35, (14' - 16') 335 LF 0 652 $21.00 $0,00 $13,692.00 7 8" PVC, SDR 35, (16' - 18') 0 LF 0 81 $22.00 $0.00 $1,782.40 8 8" PVC, SDR 35, (18' - 20') 185. LF 0 81 $23.04 $0.40 $1,863.40 9 8" PVC, SDR 26, (14' - 16') 52 LF 0 0 $22.00 $0.00 $0.00 10 8" PVC, SDR 26, (16' - 18') 204 LF 0 258 $24.00 $0.00 $6,192.00 11 8" PVC, SDR 26, (18' - 20') 388 LF 0 S I7 $2b.00 $0.00 $13,442.00 12 8" PVC, SDR 26, (24' - 22') 131 LF 0 0 $29.00 $0.00 $0.00 13 10" PVC, SDR35, (8' - 10') 0 LF 424.5 425 $0.00 $0.00 $0.00 14 IO" PVC, SDR35, (10 - 12') 0 LF 233.5 234 $0,00 $0.00 $0.00 15 6" C-900 Force Main (0-8'} 886 LF 86 886 $16.00 $1,376.00 $14,176.00 16 6" 11.25 DIP Bend 1 EA 0 1 $210.00 $0.00 $210.00 17 6" 45 DIP Bends 2 EA 0 2 $200.00 $0.00 $400.00 18 48" Manhole (0-8') 28 EA 4 28 $1,600.00 $6,400.00 $44,800.00 19 48" Manhole Extra Depth 189 LF 33.36 189.00 $84,00 $2,802.24 $15,876.00 20 8" Manhole Outside Drop - 2' 2 EA t 3 $930.00 $930.00 $2,790.00 21 8" Outside Drop Extra Depth 6 LF 8.57 I4.57 $115.04 $985.55 $1,675.55 22 Sanitary Service Group - 4" 90 EA 12 90 $63.00 $756.00 $5,670.00 23 4" PVC, SDR 2b, Riser Pipe 232 LF 3 230 $14.00 $42.00 $3,220.00 24 4" PVC, SDR 2b, Service Pipe 3892 LF 414 3,961 $10.00 $4,140.00 $39,610.00 25 4" Sanitary Cleanouts 4 EA 0 4 $560.00 $0.00 $2,240.00 BID A -SANITARY TOTAL $18,231.79 $218,850.05 BID B -WATERMAIN Qty.this Qty. to Unit Total Price Total No. Item Qty. Unit Estimate Date Price This Estimate Price 1 Connect to Existing 8" Water Main 2 EA 1 2 $700.00 $700.00 $1,400.00 2 4" C-900 PVC Watermain 99 LF 36 116 $16.00 $576.00 $1,856.00 3 4" Gate Valve, Box & Riser 1 EA 0 1 $780.00 $0.00 $780.00 4 4" 45 DIP Bend 1 EA 1 2 $170.00 $170.00 $340.00 5 6" C-900 PVC Watermain 217 LF 8 203 $17.00 $136.00 $3,451.00 6 8" C-900 PCV Watermain 5366 LF 839 5,497 $18.00 $15,102.00 $98,946.00 7 8" Gate Valve, Box & Riser 13 EA 2 12 $1,100.00 $2,200.00 $13,200.00 8 8" 11.25 DIP Bends 16 EA 4 16 $270.00 $1,080.00 $4,320.00 9 8" 22.5 DIP Bends 19 EA 4 19 $270.00 $1,080.00 $5,130.00 10 8" 45 DIP Bends 8 EA 3 8 $270.00 $810.00 $2,160.00 I 1 8" 90 D[P Bends 2 EA 0 1 $285.00 $0.00 $285.00 12 8" X 4" DIP Tee 1 EA 0 1 $330.00 $0.00 $330.00 13 8" X 8" DIP Tee 3 EA 0 3 $370.00 $0.00 $1,110.00 14 8" X 6" DIP Tee 12 EA 1 10 $350.00 $350.00 $3,500.00 15 8" X 8" DIP Cross 1 EA 0 I $480.00 $0.00 $480.00 16 8" X 6" DIP Reducer 4 EA 0 3 $244.00 $0.00 $720.00 17 Hydrant w/ 6" Gate Valve 16 EA 3 1S $2,900.00 $8,700.00 $43,500.00 18 Water Service Group 1" 90 EA 12 90 $160.00 $1,920.00 $14,400.00 19 Copper Service Pipe 1" 3900 LF 815 4,362 $10.00 $8,150.00 $43,620.00 ZO Insulation Over Watermain 192 SF 9b 128 $3.00 $288.00 $384.00 2l Tracer Wire Valve Box 1 EA 0 3 $250.00 $0,00 $750.00 BID B -WATERMAIN TOTAL $41,262.00 $240,662.00 BID C -STORM DRAIN Qty.this Qty. to Unit Total Price Total No Item Qty. Unit Estimate Date Price This Estimate Price 1 12" HDPE {all depths) 525 LF 27 351 $15.00 $405.00 $5,265.00 2 12" RCP, Class 5, (all depths) 527 LF 26 527 $20.00 $520.00 $10,540.00 3 15" HDPE {all depths} 60 LF 0 234 $17.00 $0.00 $3,978.00 4 1 S" RCP, Class 4, (all depths) 431 LF 0 441 $22.00 $0.00 $9,702.00 5 18" HDPE {all depths) 631 LF 164 631 $19.00 $3,116.00 $11,989.00 b 1$" Metal FES w/Trash Guard 3 EA 1 3 $380.00 $380.00 $1,140.00 7 18" RCP, Class III, (all depths} 478 LF 0 478 $24.00 $0.00 $11,472.00 8 2t"RCP, Class [Il, (all depths} 28 LF 0 28 $27.00 $0.00 $756.00 9 24" HDPE (all depths} 302 LF 0 312 $24.00 $0.04 $7,488.00 10 24" Metal FES w/Trash Guard 2 EA 0 2 $450.00 $0.00 $900.00 11 24" RCP, Class III, (all depths) 28 LF 0 28 $29.00 $0.00 $812,00 12 36" RCP, Class III, (all depths) 79 LF 0 79 $52.00. $0.00 $4,108.00 13 36" RCP FES w/Trash Guard l EA 0 1 $1,700.00 $0.00 $1,700.00 14 7' X 3' Box Culvert b0 LF 0 60 $230.00 $0.00 $13,800.00 15 Granular Material MnDOT 3149.2G ( 36 CY 0 36 $11.00 $0.00 $396.00 i6 Rock Foundation Material {CY) 40 CY 0 0 $20.00 $0.00 $0.00 17 2'x3' Catch Basin (0-5') 7 EA 0 4 $1,200.00 $0.00 $4,800.00 18 2'x3' Catch Basin Extra Depth 2 LF 0 0 $68.00 $0.00 $0.00 19 27" Catch Basin (0-5'} 1 EA 0 1 $890.00 $0.00 $890.00 20 48" Catch Basin (0-5') 27 EA 0 29 $1,400.00 $0.00 $40,600.00 21 48" Catch Basin Extra Depth 14 LF 0 19 $77.00 $0.00 $1,429.89 22 60" Catch Basin (0-5') 2 EA 0 2 $1,800.00 $0.00 $3,600.00 23 60" Catch Basin Extra Depth 7 LF 0 7 $127.00 $0.00 $929.64 24 Rip Rap, CL III w/Geotextile Fabric 50 CY 7 54.50 $81.00 $567.00 $4,414.50 25 8" SDR 35 PVC Draintile 300 FT 0 300 $7.00 $0.00 $2,100.00 26 8" Draintile Cleanout 2 EA 1 2 $600.00 $600.00_ $1,200.00 BID C -STORM DRAIN TOTAL $5,588.00 $144,010.03 BiD D -STREETS Qty.this Qty. to Unit Total Price Total No Item Qty Unit Estimate Date Price This Estimate Price 1 Subgrade Preparation 14743 SY 8679 14,743 $1.00 $8,679.00 $14,743.00 2 Class 5 Base (CV) 2303 CY 2303 2,303 $18.00 $41,454.00 $41,454.00 3 Select Granular Material MnDOT 314 6908 CY 8996 8,996 $11.00 $98,956.00 $98,956.00 4 Curb & Gutter B612 134 LF 558 558 $13.00 $7,254.00 $7,254.00 5 Concrete Cross Gutters 83 LF 10? 107 $27.00 $2,889.00 $2,889.00 6 Curb & Gutter, 28" Surmountable 7895 LF 6472 6,472 $8.00 $51,776.00 $51,776.00 7 Type 31 Bituminous Base 1548 TON 0 0 $32.00 $0.00 $0.00 8 Type 41 Bituminous Wear 929 TON 0 0 $35.00 $0.00 $0.00 9 Geotextile Fabric (Type 5) 13815 SY 13815 13,815 $1.31 $18,097.65 $18,097.65 10 Draintile - 6" Perforated 7900 LF 600 2,325 $5.00 $3,000.00 $11,625.00 11 5" Concrete Sidewalk, 5' Wide w/ 6" 1 16735 SF 0 0 $2.52 $0.00 $0,00 12 Pedestrian Ramps 8 EA 0 0 $260.00 $0.00 $0.00 13 Adjust Manhole 28 EA 0 0 $290.00 $0.00 $0.00 14 Adjust Gate Valve 13 EA 0 0 $180.00 $0.00 $0.00 BID D -STREETS TOTAL $232,105.65 $246,794.65 BID E -MISCELLANEOUS Qty.this Qty. to Unit Total Price Total No Item Qty Unit Estimate Date Price This Estimate Price 1 Barricades -Type III 1 EA 0 0 $260.00 $a.ao $0.00 2 Rock Construction Entrance 2 EA 0 2 $1,200.00 $0.00 $2,400.00 3 Mobilization 1 EA 0.35 0.95 $33,667.00 $11,783.45 $31,983.65 8ID E -MISCELLANEOUS TOTAL $11,783.45 $34,383.65 EXTRAS Qty.this Qty. to Unit Total Price Total No Item Qty. Unit Estimate Date Price This Estimate Price 1 Irrigation Curb Stops 3 EA 3 3 $400.00 $1,200.00 $1,200.00 2 1" Irrigation Copper 3 FT 0 0 $0.00 $0.00 $0.00 3 Conduit Crossings 9 EA 0 9 $300A0 $0.00 $2,700.00 4 15" CMP Apron w/Trash Guard 1 EA 0 1 $350.00 $0.00 $350.00 5 8" x 6" PVC Tees 4 EA 0 4 $75.00 $0.00 $300.00 6 10 x 4 Service Group 12 EA 12 IZ $0.00 $0.00 $0.00 7 Subcut Streets 1 LS 1 1 $29,742.00 $29,742.00 $29,742.00 8 Sawcut Blacktop 2 HR 2 2 $132.00 $264.00 $264.00 9 Curb & Blacktop Removal 1 LS 1 1 $1,896.99 $1,896.99 $1,89b.99 10 Storm Relay 1 LS 0.5 1 $4,711.97 $2,355.99 $2,355.99 11 Cold Weather Concrete Addation 7137 LF 3568.5 3568.5 $0.44 $1,570.14 $1,570.t4 EXTRAS TOTAL $37,029.]2 $40,379.12 AMOUNT AMOUNT THIS ESTIMATE TO DATE COMPLETED TOTAL : $346,000.01 $925,079.50 LESS RETAINA GE 5% ($46,253.97) LESS PAYMENT NO.1 ($243,490.72) LESS PAYMENT N0.2 ($309,912.30) TOTAL PAYMENT N0.3 $325,422.51 Contesting 1 Need to verify location amount of rock foundation material z No Iron Adjustment payment until all are completed 3 8"PVC Storm Sewer Extra -Isn't that the same as the 300 ft of 8" Draintile 4 All cutting of CBs arc due to incortect installation S Storm Relay - SJ had 3 pieces of equipment and it look S hours {Averages to 5314/hr which is too high, will pay half that) 6 Project delays caused placement in cold -will pay half