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Home My WebLink AboutProject Invoices & Estimates / 1/,1 It j1 fe~ {,l4r $3k . " I-~:ff i rII ft I ,jIl /f)yr: January 4, 1990 Mr. C.E. Weichselbaum, P.E. District state Aid Engineer, District 5 MINNESOTA DEPARTMENT OF TRANSPORTATION 2055 North Lilac Drive Golden Valley, MN. 55422 RE: S.A.P. 201-106-01 & 201-107-01 STREET CONSTRUCTION, STORM SEWER, SANITARY SEWER, WATER MAIN AND OTHER APPURTENANT WORK, CITY PROJECT #83-2, CREST AVENUE Dear Mr. Weichselbaum: We are sUbmitting the following in connection with the above referenced projects. 1. Report of Final Estimates. 2. Final Payment Voucher. 3. Final certification Letter from Project Engineer. 4. Documentation of Construction Engineering Costs for the Amount of $32,137.40. The attached billings are for Construction Engineering only. The City of Prior Lake herebr requests payment for the Encumbered Funds, based on the State A1d Partial Payment Notice and Request for Deposit Vouchers, and Construction Engineering Costs. Both figures are based on the orignial contract amount of $457,702.59 and are for participating items only. We offer the following supporting documentation in connection with the Report of Final Estimate. Since S.A.P. 201-106-01 and 201-107-01 are tied, both totals have been combined. However, individual Report of Final Estimates have been completed and are enclosed. Final project cost has been determined to be $462,335.17. Participating bid items were determined to be as follows: TOTAL $ 57,999.31 $272,418.26 $330,417.57 (71.47%) S.A.P. 201-106-01 S.A.P. 201-107-01 4629 Dakota St. S.E., Prior Lake, Minnesota 55372 I Ph. (612) 447-4230 I Fax (612) 447.4245 --->--.-,.-- ,-- -'~--~'-'--~'.-~ " S:k Est i.ate Vouch" No. --!~-~-~~i-~~-- CCt~STRUCTI ~ PAYMENT VOUCHER Oah: August 4,1987 For Period Ending: July 31,1987 ------------------- ---- ----------------------------- Project Nu~ber :__~~~~-:--~:~:~:-~~:::~~:~:-~-~~:::~:=~:-------------_____________________.___.________._______.__ Cl ass of Work Street Construction, Stor~ Sewer, Sanitary Sewer, Water Main and Appurtenant Work For Crest Avenue To : W &: G Rehbe in Bros" Inc. ----.------------------------------------------------- P.O.Box 324 Prior lake, Minnesota Hugo, Hinnesota 55038 A, Original Contract Anount $ 457702.59 B. Total Additions $ 0.00 C. Total Deductions $ 0.00 D. Total Funds Encumbered $ 457702.59 E. Total Value of Work Certified to Date $ 462335.17 F. less Retained Percentage I. $ 0.00 G. less Total Previous Paynents $ 460335.17 H. Approyed for Pa~ent, This Report $ 2000.00 I. Total PaYRents Including This Voucher f 462335.17 J. Balance Carried Forward $ -4632.58 APPRCNALS ORR-SCHELEN-HAYER~ &: ASSOCIATES, INC. Pursuant to our field observation, as perfor~ed in accordance with our contract, we herebY certify that the materials are satisfactory and the work properly perfor~ed in accordance with the plans and specifications and that the total ~orK is 100 I. completed as of July 31, 1987 . We hereby rec~end paynent of this voucher. Construction Observer ---.--------------------------- Sig"d '-d~-:E--2J~----- Signed : ------------------------------------------------------------------------------------------------------------------------- This is to certify that to the best of ~y kn~ledge, information, and bel ief, the quantities and values of ~ork certified herein is a fair approxi~ate esti~ate for the period covered by thO voucher. ~ Contractor W &: G Rehbein Bros., Inc. Signed By ~ Date I ~~jl~~?:::~:::::~:~:~~=: 1 i tI. -~-~Zi#::~:~:~:~~:::: ;;;;-;;------------;;;;;-~;;;------------------- Appro'.d-;;;-;;~;;;-----~-------~~------------------------ Voucher ------------------------.---.------- --~~--~----.--.---.-----. ChecKed By : ____..__~---.--........--.. Oa te AU20jr i zed Represen ta t i ve Date ~~ ~~ ---.~:~ jl_'1_____.____________.__.__._._.._.___ ------_._-------~~-~---_..- Page 1 of 3 082-3346 Est~~ate Voucher No. 10 &: Final Contractor: W &: G Rehbein Bros.,lnc , Date August 4, 1987 P.O. Box 324 Hugo, tin. 55038 Street Construction, Stor~ Sewer, Sanitary Sewer, Water Main and Appurtenant Work Crest Avenue Proj ec t No. 83-2 S.A.P. 201-106-01 &: 201-107-01 City of Prior Lake, Scott County, Minnesota Contract Date Work Started : Ju 1 y 19, 1984 War k COlIp It te d : July 31, 1987 Cmp It t i on Da te : Ju 1 y 15, 1985 Spec. Contract Total to Date Ref. No. Itr~ Unit Quantity Un i t Cos t Total Cost Quantity Total Cost ------------------------------------------------------------------------------------------------------------------------ Street &: Util ity Construction S.A.P. 201-106-01 &: 201-107-01 ------------------------------------ 001 2101.502 Clnring Tree 30 50.00 1500.00 44 2200.00 002 2101.507 Grubbing Tree 30 50.00 1500.00 52 2600.00 003 2104.501 Renove Curb and Gutter L.F. 45 5.00 225.00 0 0.00 004 2105.501 Calnon Excavation C.Y. 3000 2.00 6000.00 2150 4300.00 005 Div. 1 Pond Excavation C.Y. 10000 1.60 16000.00 7625 12200.00 006 2112.501 Subgrade Preparation Rd,Sta. 29.1 100.00 2910.00 19 1900.00 007 2211.501 Aggregate Base Class 5 (100% Crushed) Ton 7450 5.45 40602.50 7446,63 40584.l3 008 2331 .504 Bitu~inous Material for Mixture Ton 115 200.00 23000,00 98.01 19602.00 009 2331.514 Base Course Mixture Ton 2305 10.05 23165.25 2130.61 21412,63 010 2341.504 Bitu~inous Material for Mixture Ton 80 210.00 16800.00 66,38 13939.80 011 2341.508 Wearing Course Mixture Ton 1153 11.95 13778.35 1223.35 14619.03 012 2357.502 Bituninous Material for Tack Ga 1. 645 1.25 806.25 915 1143.75 013 2503.541 18" R.C.P. Class III 3006 L.F. 10 32.45 324.50 10 324,50 014 2503,541 21" R.C.P. Class III 3006 loF. 878 34.12 29957.36 1154 39374.48 015 2503 .541 24" R.C.P. Class IV 3006 L.F. 561 42.29 23724.69 565 23893.85 016 2503.541 30' R.C,P. Class IV 3006 loF. 965 52.73 50884.45 978 51569,94 017 2503.541 36" R.C.P. Class III 3006 L.F. 242 60.19 14565.98 235 14144.65 018 2503.541 42' R.C.P. Class IV 3006 L.F. 330 82.56 27244 .80 327 26997,12 019 2503.541 12' R.C.P. Class III Catch Basin Leads 3006 L.F. 382 30.34 11589.88 433 13137.22 020 2503.541 15".R.C.P. Class 111 Catch Basin Leads 3006 loF. 267 31 .83 8498.61 365 11617.95 021 2503.573 Install 42' R.C. Flared End Section Ea. 2 750.00 1500.00 2 1500,00 022 Stnd.Spec.Const. Std, Manholes (8' Deep or Less) Ea. 12 800.00 9600.00 12 9600,00 023 Stnd,Spec.Excess Manhole ( Depth over 8' ) L.F. 56.96 65.00 3702.40 60.87 3956,55 024 Stnd,Spec.Const. 5' Oia. Manhole Ea. 1 1450.00 1450.00 1 1450.00 025 Stnd.Spec.Const. 6' Oia, Manhole Ea. 1 1928.00 1928.00 I 1928,00 026 Stnd.Spec,Excess 6' Dia. Manhole Depth loF. 9.01 166.60 1501.07 7.1 11 82 , 86 027 2506.509 Const. Type "A" Catch Basin ~/Castings Ea. 11 665.00 7315.00 9 5985.00 028 2506.509 Const. Type "B" Catch Basin ~/Castings Ea. 6 700.00 4200.00 6 4200.00 029 0504.602 Adjust Gate Valves Ea. 1 75.00 75.00 1 75,00 030 2506.522 Adjust Manholes Ea. 2 100,00 200.00 2 200.00 031 0564.602 Traffic Control Signs Ea. 17 95.00 1615,00 16 1520,00 032 Div. I 42' R.C. Surge Basin ~/Safety Guard loS.B.I. 10-A Ea. 2 3100,00 6200.00 2 6200,00 033 Oiv. I Special Inlet Structure. ( See Shuts 11 & 12 ) loS.B.!. 10.B L.S. 1 22000.00 22000.00 I 22000.00 034 Div. I Anti-Seep Collars Ea. 6 2100.00 12600.00 6 12600.00 035 Div. I Erosion Control loF. 1000 2.50 2500.00 260 650.00 Pige 2 of 3 082-3346 Es'tilDah Voucher No. 10 &: Final Date August 4, 1987 Street Construction, Stor~ Se~er, Sanitary Se~er, Water Main and Appurtenant Work Crest A~enue Proj,ct No, 83-2 S,A,P, 201-106-01 & 201-107-01 City of Prior Lake, Scott County, Minnesota Spec , Contract Total to Dah Ref. No, It ell Unit Quantity Un i t Cos t Total Cost Quantity Total Cost ------------------------------------------------------------------------------------------------------------------------ 036 Di~ I ] ] nsu]a t i on S.F. 240 3,00 720.00 240 720,00 037 Dill. I Class I Rip Rap wi Grout C,y. 5 50.00 250.00 5 250,00 038 Dill. I Class III Rip Rap ~I Type 1 C.Y. 70 35.00 2450.00 75 2625.00 039 Di~. ]I Traffic Marking Paint, Yell~ Gal. 17 45.00 765.00 17 765.00 040 Dill, II Traffic Harking Paint. White Gal. 11 45,00 495.00 11 495,00 041 Di"'. II Sodding ( Incl. necessary Black Dirt) S.Y. 800 2.00 1600.00 2082 4164.00 042 Di"'. II Seed~~g ( I~cl. necessary Black Dirt, Hulch, and Fertil izer) Ac. 8,1 1400.00 11340.00 10,5 14700.00 043 2521.501 4" Concrete Walk S,F. 9850 ,1.31 12903.50 9720 12733.20 044 Di",. II 6' Wide 8ituminous Walk L.F, 2435 3.50 8522.50 2435 8522.50 045 2531.501 Concrete Curb and Gutter B-618 L.F. 5175 4.50 23287.50 5229 23530.50 046 0504.602 12" Butterfly Vallles and Boxes Ea. 1 1500.00 1500.00 1 1500.00 047 Stnd.Spec.Fittings Lbs. 550 1.50 B25.00 305 457,50 048 0504.603 12" D.I.P. Class 50 L.F. 140 25.50 3570.00 128 3264.00 049 Stnd,SpeclGranular Foundation Haterial Ton 1000 .01 10,00 0 0.00 Total $ 457702.59 $ 462335,17 Page 3 of 3 082-3346 ~_._-' --'1 Mn/DOT )07)4 (Rev. 12-84) REPORT OF FINAL ESTIMATE O"'~".AWCITY OF PRIOR LAKE W & G REHBEIN NAME OF CONTRA~TOR BROTHERS, IHe. S .A.P. 201-106-01 _ CONTRACT AMOUNT $ 457,702.59 TO THE COHMISSLONER OF TRANSPORTATION: and completed on August 4, Date Contractor on September 1, Date 1987 August 1, 1984 Date and final payment was made to the This is to certify that the above contract was let on 1:387. The ~~~MCity of Prior Lake hereby requests State-Aid Funds for construction and engineering costs as detailed below. (Attach Final Estimate and include a quantity, unit price, and extension split for each State Aid Project.) FINAL CONTRACT/AGREEMENT COSTS $ 462,335.17 LESS NON-PARTICIPATING PORTION (LOCAL FUNDS) $ 127,285.02 .. NET CONTRACT/AGREEMENT COSTS (State Aid) $ 57,999.31 PRELIMINARY ENGINEERING $ 4,639.94 I 4,639.94 ~ CONSTRUCTION ENGINEERING $ RIGHT OF WAY (Certified Statement Attached) $ OTHER $ TOTAL AMOUNT ELIGIBLE FOR STATE AID $ 67 , 279. 19 Less: STATE-AID FUNDS PREVIOUSLY PAID $ 59,739.28 AMOUNT CHARGED TO STATE-AID ~ONDS $ 00 $ 59,739.28 $_ 7: ,539.91 BALANCE DUE FROM STATE-AID FUNDS REMARKS: Tied to S.A.P. 201-107-01 For $275,176.63 DATED: SIGNED: County/City Engineer NOTE: Submit to District State Aid Engineer --.^----.----^-- -.---.---- --^.... T' ~n/DuT 30734 (Rev. 12-~4) REPORT OF FINAL ESTIMATE XHdJCl)fCITY OF PRIOR LAKE W & G REHBEIN NAME OF CONTRA~TOR BROTHERS. INC. 5 . A . P . 201-107-01 CONTRACT AMOUNT $ 457,702.59 TO THE COtiMISSlONER OF TRANSPORTATION: Thi~ is to certify that the above contract was let on August 1, 1984 Date and final payment was made to the and completed on August 4, 1987 Date Contr'actor on September 1, 1S87 Date The ~~~City of Prior Lake hereby requests State-Aid Funds for construction and engineering costs as detailed below. (Attach Final Estimate and include a quantity, unit price, and extension split for each State Aid Project.) FINAL CONTRACT/AGREEMENT COSTS $ 462,335.17 LESS NON-PARTICIPATING PORTION (LOCAL FUNDS) $ 127,285.02 .. NET CONTRACT/AGREEMENT COSTS (State Aid) $ 27.2,418.26 PRELIMINARY ENGINEERING $ 21,793.46 , CONSTRUCTION ENGINEERING $ 21 , 793 . 46 . RIGHT OF WAY (Certified Statement Attached) $ OTHER $ TOTAL AMOUNT ELIGIBLE FOR STATE AID $ 316,005.18 Les s : STATE-AID FUNDS PREVIOUSLY PAID $ 280,590.81 AMOUNT CHARGED TO STATE-AID ,ONDS $ $ 280,590.81 BALANCE DUE FROM STATE-AID FUNDS REMARKS: Tied to S.A.P. 201-106-01 For $57,999.31 $_ .35,414.37 DATED: SIGNED: County/City Engineer NOTE: Submit to District State Aid Engineer .' n/('f\ {f.\ (.:,1, 1 .:,. -.... J. \..\ ;, ..:. \,." 'C., ~i~ H .,. f ,,' \, 'f ~~ ,-" ,:,,",.t,1;l,,, .J.~ Consulting Engineers Land Surveyors INVOICE ORR-SCHELEN-MAYERON & ASSOCIATES, INC. Division of Kidde Consultants, Inc. To August 10, 1984 City of Prior Lake P.O. Box 359 Prior Lake, Minnesota 55372 Comm. No. 082-3346-01 Doc. No. 0213A Professional Engineering Service In conjunction with Prior expenses for the month of July, 1984. r - ., --- La~e Crest Avenue. '" ~ 3- 1me and DIRECT PERSONNEL COSTS E. Ames 6.00 hours , $26.50 per hour F ac tor Construction Observer Project Surveyer Project Surveyer Three Man Survey Crew 15.00 hours , $18.00 per hour 2.50 hours' $13.53 per hour 8.00 hours' $ 8.07 per hour 40.50 hours' $36.00 per hour Factor This Invoice ;#/1 TOTAL AMOUNT OF THIS INVOICE IS $4,284.49 ... ,1...:-,..' _ It .. ." ....1., . . . t ~. . : ~ f"':.. : '..1 ::.:~.:..~.. _n... ......P..?}... ..~_.::: . ._... S.n......t"r ._ '" - ., - - .......~... :....,>-.-.- $ 159.00 X 2.25 $ 357.75 $ 270.00 33.83 64.56 1,458.00 $1,826.39 X 2.15 $3..92~ ~i) ~ Cc """- ,. ~.' ~ 1m /1! ; '"' '. . J ht.., ~ ~ '. , ... - .... ... ,'.;,,4 c: r, OF Dn .\~ '''u,.. .t....~.v'.']~ --. -" "'''' ""1"\,," 2021 East Hennepin A venue · Suite 238 · Minneapolis, Minnesota 55413 . .--.'--.---.--...--------.-----. --.,.. ~ INVOICE Consulting Engineers Land Surveyors October 18. 1984 ORR.SC~~~~~~~~~~~o~s~~~~~I,~~S. II ~ ~E a , E .~ ~ cn~ 51984 :.I eny Ofi PRIOR 1AKI To City of Prior Lake P.O. Box 359 Prior Lake. Minnesota 55372 Camm. No. 082-3346-01 Doc. No. 0213A Professional Engineering ServiceIn conjunction 'with Prior Lake Crest Avenue. Time and expenses for the month of September. 1984. DIRECT PERSONNEL COSTS E. Ames J. Thomas 13.00 hours @ $26.50 per hour 3.00 hours ~ $10.34 per hour Factor $ 344.50 31.02 $ 375.52 X 2.25 S 844.92 Construction Observer Project Surveyor Two Man Survey Crew Three Man Survey Crew 94.00 hours ~ $18.00 per hour 8.50 hours @ $14.23 per hour 65.50 hours @ $28.50 per hour 57.00 hours @ $36.00 per hour $1.692.00 120.96 1,866.75 2,052.00 $5.731. 71 X 2.15 !~2,321~ , ~13.168.1~ ~.=/~' ~ /4/~J'./~ _---#. 'b~-; .3Cf /j tnA ~ t()O~.d-C:- ;it) 7 ~ 7. ~ 1 Factor This Invoice [3 ~ 7- 4~ TOTAL AMOUNT OF THIS INVOICE IS $13,168.10 -1D(3~~ 1 ~O ~ J #. 3/- g ~ ~O,7 ;>"1. ,~ :'. ..""r'u....::'..-.~~,~r:,.;~::!'i..Jr:!~~...~./~;:.~tthj.,~!.:.~ 1 ,e j I\:'c. c.:r::c:~'. ::u the': no .:,:rl (.1 U hA3be","~:1..i. '\ p }/1 ~ .... ......~;:.(~~.~::. :?..=.-'_......I.c:&.~ .,-_.' ( ./ SI<JI: J,tL..ot 2021 East Hennepin A venue . Suite 238 · Minneapolis. Minnesota 55413 612/.131-8660 TELEX: 29-0948 INVOICE ORR.SCHELEN.MAYERON & ASSOCIATES, INC. Division of Kidde Consultants, Inc. Consulting Engineers Land Surveyors November 13, 1984 To City of Prior Lake P.O. Box 359 Prior Lake, Minnesota 55372 Comm. No. 082-3346-01 Doc. No. 0213A Professional Engineering Service In conjunction with Prior Lake Crest Avenue: Ti\ne and expenses for the month of October, 1984. ' DIRECT PERSONNEL COSTS E. Ames 3.00 hours @ $26.50 per hour Factor $ 79.50 X 2.25 $ 178.88 Construction Observer Project Surveyor Two Man Survey Crew Three Man Survey Crew 140.00 hours @ $18.00 per hour 8.50 hours @ $14.23 per hour 22.00 hours @ $28.50 per hour 4.00 hours @ $36.00 per hour Factor This Invoice $2,520.00 120.96 627.00 144.00 $3,411. 96 X 2.15 $72335 ....-::. J'/.3/.91' ./ g $'~-'I/ J . def/51./J~Jf(- . t,?~9' . /1337.trf' f 0 ~ /f:\ Q.J, ') ~'.!;,-.~:O 11- ~,,_,~ 1~3J/.c.jy ~ r. .~ S'. ~tlt"": 'c '"ll: . ' 6ud~ ~ Rtf.;J.1 / !?'-1pft .J~. .; .. , . CiT~' (~.._ DPI'" U"" . u~ .)l~ \(\... TOTAL AMOUNT OF THIS INVOICE IS $7,514.59 ,;; --::~~~/:>~~;' ;'~'."'" \. :., 'c', .-...tt',f'1~~., , , . -.- ...... ~-' ;:0 '::, . >l~ . _,J. I {I' b f' .. v" ..r. .~ (l'-:; ;>.~i..i . ..... ..;.),:E.t''!'7~;~~;?1<:!::~;.. 2021 East Hennepin A venue . Suite 238 · Minneapo;? Minnesota 55413 612/331-8660 TELEX: 29-0948 INVOICE ORR-SCHElEN-MAYERON & ASSOCIATES, INC. Division of Kidde Consultants, Inc. Consulting Engineers Land Surveyors December 14, 1984 To City of Prior Lake P.O. Box 359 Prior Lake, Minnesota 55372 Comm. No. 082-3346-01 Doc. No. 0213A "- Professional Engineering Service In conjunction with Pri or L.(a:"k"e Crest Aveiiu~. ) Time and expenses for the month of November, 1984. ~ ~ DIRECT PERSONNEL COSTS E. Ames 1.00 hour @ $26.50 per hour Factor $ 26.50 X 2.25 $ 59.63 Construction Observer Two Man Survey Crew 84.00 hours @ $18.00 per hour 2.50 hours' $28.50 per hour F ac tor $1,512.00 71.25 $1,583.25 X 2.15 $3~9 ~~ This Invoice /~ ~.: . . ,. V~ '~ GEe 1 TOTAL AMOUNT OF THIS INVOICE IS $3,463.62 cn'l Or PR\OR \.ME .. ..~. '- . .. . ..~R1/~ 2021 East Hennepin A venue. Suite 238 · Minneapolis, Minnesota 55413 612/331-8660 TELEX: 29-0948 ---r' INVOICE ORR-SCHELEN-MAYERON & ASSOCIATES, INC. Division of Kidde Consultants, Inc. Consulting Engineers Land Surveyors January 28, 1985 To City of Prior Lake P.O. Box 359 Prior Lake, Minnesota 55372 Comm. No. 082-3346-01 Doc. No. 0213A Professional Engineering Service In conjunctton with Pri or Lake Crest Avenue. Time and expenses for the month of December, 1984. DIRECT PERSONNEL COSTS Construction Observer 13.00 hours @ $18.00 per hour Factor $234.00 X 2.15 $503.10 This Invoice TOTAL AMOUNT OF THIS INVOICE IS $503.10 _ 1 I". , . 0" . . '... '.:. ~.....) :; . .. .ct,,~j?~1<k. 2021 East Hennepin A venue · Suite 238 · Minneapolis, Minnesota 55413 612/331-8660 TELEX: 29-0948 --'--r--' INVOICE ORR-SCHELEN-MAYERON & ASSOCIATES, INC. Division of Kidde Consultants. Inc. Consulting Engineers Land Surveyors February 19, 1985 To City of Prior Lake P.O. Box 359 Prior Lake, Minnesota 55372 Comm. No. 082-3346-01 Doc. No. 0213A -- - Professional Engineering Service In conjunction with Prior ~;ke Crest ~enue. Time and expenses for the month of January, 1985. '" ~. DIRECT PERSONNEL COSTS Construction Observer 14.00 hours @ $19.00 per hour Factor $266.00 X 2.15 $571.90 This Invoice r - ('\"r?~ . rc" -I' ''::> -Wi t t \' ~_ \, " ff. B 2, \ en: uf p\\\OR \J.~~ TOTAL AMOUNT OF THIS INVOICE IS $571.90 ., (:,. ~r 'l..L...~2~.. ~~_(' -; ':., ~~'i"" ~ ,--;i ~~:; ~".:' ". ~:..:.a\ t.,I~~!~" ;! ; ~::(": c:.:r;. _ ~ !, ;'u H~,_: :'0 ;L~rt c.l U hlub~.~ JI-:L ......... \ \A ..;-=_..f....r.J~..._._.... ~: S~n~u~ ',. --" 2021 East Hennepin A venue. Suite 238 · Minneapolis, Minnesota 55413 612/331-8660 TELEX: 29-0948 -.---.....--...---.---......- INVOICE ORR-SCHELEN-MAYERON & ASSOCIATES, INC. Division of Kidde Consultants, Inc. Consulting Engineers Land Surveyors To May 15, 1985 City of Prior Lake P.O. Box 359 Prior Lake, Minnesota 55372 Comm. No. 082-3346-01 Doc. No. 0213A - ---- Profeaslonal Engineering Service In conj unc t ion expenses for the month of April. 1985. . with Prtor Lake c~est AYen~ TiI1ll! and --..--------...---- DIRECT PERSONNEL COSTS Construction Observer 14.00 hours @ $19.00 per hour Factor This Invoice $266.00 X 2.15 $571.90 ~ EC En~: MAY 2 0 1985 CITY OF PRIOR WE /JA ~ n~gJ TOTAL AMOUNT OF THIS INVOICE IS $571.90 . (:.' ," ~r 'U~~r2~...' ~~;.e :-~',:t''i.''''..t r:~ :-'~ ..;~~,. j." ~:':~Jt t~tJ,:,,..! )I! j' Ilr.c t;.:r:-,'d <-.ac.i d:d ~to ~rt"I U ha3be-"l1 -Cl .D ?p ,'.: ~ .........r7..-~.I.(.._... -~. ( ) Slgn.itur. 2021 East Hennepin A venue . Suite 238 · Minneapolis, Minnesota 55413 612/331-8660 TELEX: 29.0948 -. 'r'-' INVOICE ORR-SCHELEN-MAYERON & ASSOCIATES, INC. Division of Kidde Consultants, Inc. Consulting Engineers Land Surveyors June 14, 1985 To City of Prior Lake P.O. Box 359 Prior Lake, Minnesota 55372 Comm. No. 082-3346-01 Doc. No. 0213A Professional Engineering Service In conjunctton with Prior Lake t:st._ _A. ~~.~n.,~./~/ Time and expenses for the month of May, 1985. __,' DIRECT PERSONNEL COSTS Construction Observer 27.00 hours @ $19.00 per hour Factor This Invoice $ 513.00 x 2.15 $1,102.95 ~ ~~. n 'liI t ffi\ n ~'-' ..J l~ ill) '\' . ~ JUN 1. 8 \9SS C\Ti ()f fR\OR \}.\(e # TOTAL AMOUNT OF THIS INVOICE J~ $1,102.95 . \. '1-;. . r. ~ ...., "". . ~~~...\ t',!,\,,!,:;, ~'. .\ :,; ..;l!If"U..(....-.... E>r~"::\' .,'.0 ...... ,.~, b .' . . ~c~:;.:.~~.'uthd~O;~1rtc.1Uh63 O.:i~l... >OJ' .. ";.'''--..E. 71~ .........-0 :?:.~':'~'I<:Jn::~~:t~.._.. ....... 2021 East Hennepin A venue · Suite 238 · Minneapolis, Minnesota 55413 612/331-8660 TELEX: 29-0948 .-,..-.-.---.------.-----...-. ..-------...-....r-....- ...-- ---'0' ...-....-------..--.--. INVOICE ORR.SCHELEN.MAYERON & ASSOCIATES, INC. Division of Kidde Consultants, Inc. Consulting Engineers Land Surveyors To July 16, 1985 City of Prior Lake P.o. Box 359 Prior Lake. Minnesota 55372 Prof...lone' Engineering Service In conj unc t i on expenses for the month of June 1985. DIRECT PERSONNEL COSTS Comm. No. 082-3346-01 Doc. No. 0213A ,., with Prior Lake " tt__~:e::J Time and 6.00 hours @ $19.00 per hour Factor This Invoice Construction Observer 1fl $ 114.00 x 2.15 $ 245.10 '. ""=' ~ \E~[Eij~[E: JUL 2 2 i9c~. CITY OF PRtOR lAKE TOTAL AMOUNT OF THIS INVOICE IS $245.10 r: ';or 'U:'t:':":'~~.f'r:"~:l!'i~ ~(~: ~7 ';'.~' ::::;)tt',h~!'::'l . ::_jh...:~ C'~~~::~.:h":.f.r2i~:~. U~~n~..turo 2021 East Hennepin A venue · Suite 238 · Minneapolis, Minnesota 55413 612/331-8660 TELEX: 29-0948 INVOICE ORR-SCHELEN-MAYERON & ASSOCIATES, INC. Division of Kidde Consultants, Inc. Consulting Engineers Land Surveyors To September 13, 1985 City of Prior Lake P.O. Box 359 Prior Lake, Minnesota 55372 Comm. No. 082-3346-01 Doc. No. 0213A Professional Engineering Service In conj unc:t ion expenses for the month of August 1985. .~ ----.... / . , . Crest Avenue. J with Prior Lak DIRECT PERSONNEL COSTS Construction Observer 6.00 hours @ $19.00 per hour Factor This Invoice $ 114.00 x 2.15 $ 245.10 , .' ... ~'\ , " '~ ~^ -' ,.",. (. ~ ~~~1.~ ~~ TOTAL AMOUNT OF THIS INVOICE IS $245.10 ': ..~r \~;-:-:~:-'f-~~_f r~-~:'"l~t;... ~,.< ~...: ',",' ,". _'-I\t'\~..,,..~:. .8:' ^~"< ,<'" .1.,," 'J''''p, ;"r!~I~ (.1 ;k~,':il~~' - ;...:.-, ........... '" .......h..h............... ..~..... . S:Ql: du.iJ 2021 East Hennepin Avenue · Suite 238 · Minneapolis. Minnesota 55413 612/331-8660 TELEX: 29-0948 and INVOICE November 11, 1985 ORR-SCHELEN-MAYERON & ASSOCIATES, INC. Division ~Knlr;'rt~c. ~ NOV 1 4 1985 Consulting Engineers Land Surveyors To City of Prior Lake P.O. Box 359 Prior Lake, Minnesota 55372 COY OF PRIOR LNfI Comm. No. 082-3346-01 Doc. No. 0213A ---.----- - Prof.sslonal Engineering Service In conj unct i on wi th Pr i or ( Lake Crest Avenue: ) Ti me and expenses for the month of October, 1985: DIRECT PERSONNEL COSTS Construction Observer 3.00 hours @ $19.00 per hour Factor $ 57.00 x 2.15 $ 122.55 This Invoice #'1' TOTAL AMOUNT OF THIS INVOICE IS $122.55 r -;\r '....'.;.~'':.-~~.~ r-,,:,_~~~l;.. ~t'.:~"'\:' .'0. .'::'~....\~'l~"':ro!:... ;!? j' {\~:~2c.:-r~_t:_~~utt!f':L1~dl.:: ,.,.:;::0< ~ ~)..;...: '? ,.. .- -~.-.... ............ . ...........--........... . ~~(Jn .7.~L.:' ~a 2021 East Hennepin A venue. Suite 238 · Minneapolis, Minnesota 55413 612/331-8660 TELEX: 29-0948 )' .,'; ,~ I .], "' ~ I' I!':. t"'" - .,"- -'I . ~ --~'-" -"'......... \ ., c.. t "i'1.( (;) ~ r R.. I)"a. <... Po Ie:: ~ "Re. 8o~ ~~Cj Pr ( 0 ta.- LA- t~G ! fY)"". )"f17 L orm-SC~iELEN-MA YERON & ASSOCIATES, INC. CONSULTING ENGINEERS 2021 EAST HENNEPIN AVE. - SUITE 230 M1NNEAPOUS, MINNESOTA 55413 (612) 331-8660 1i:'Al~~~&~~8 Att tJ: L4rv'f"! e tJ <.. <- 0'5 ~ D Ar <:- """'t-t+e- l:: ~ (0 ....T. 0 F ~r4rc /J.-o CcNr,,~r hvm 5" hY)' q.,vc :);J N'4-/V"- c:. I # <...$00 A Co.. f ( t;l F 8, t) T A-iIif(./ C-rl-,'UN f G tv? ~.- -'&.~..r E -:iT f .-Yl A-f4.W (#5 /. ~) ,4-<-<- -r1l,5 //V ~(I""I"YI +".,"'" -5/1o~c-d ,L;€. ~,vr.41>../ 7c .J)/5Trf c. r 5. ON ,#~ ?r~(.''''''I.tJ ,A-.,..~ E.N1~,/'Jt;'<Z'f-r._' h? v,.,. <!.- 7 v 5' <e- ~ 6. T" fiojl:.- -ro,tv'- 1'r7).j'A-c-r 4AJO ~c.. ~ -r/l4-'- /III'r.-.1A./ ~N ::rr4-r~ h(1) /'dyTiOfoJ} "."rl,c...H- C~rv,C:::-5 ""<,/1'""" ,~ 9% . Ir:- y cJv I NO REPLY NECESSARY IF ASSUMPTION IS CORRECT I ,hih/<: ~NY 1..1t!.-171,"'5 I /I~r-<:. C~(...... OO~(fJlL \18 " HERE N <9121 It!' SIGNED, · WRITE LETTER IN SPACE MARKED MESSAGE · REMOVE SECOND COpy FOR YOUR FILE . MAIL OTHER COPIES TO ADDRESSEE RECEIVER: (ADDRESSEE) . WRITE YOUR REPLY IN SPACE MARKED REPLY · KEEP FIRST COpy FOR YOUR FILE . MAIL OTHER COPY TO SENDER PD0,J ~~"T V'/'~ p.,,,- J - -. ' ~ \ ~~ \~) ,-:=-'~ 'J "",- l~,) 1\ ; ~- . t yo.,; UT'" .............. -.: /f} IV) &.:- -- -- T.... ..\ Mn/DOT 30172 (Rev. 12-78) REPORT OF STATE AID CONTRACT C:, S.A.P. No. 201-106-01 (Submit one Report for each project number.) (eIM.l~) (City) Prior I ~kp TO THE COMMISSIONER OF TRANSPORTATION: This is to report that the (HR~R~X) (City) of Prior I ~kp did on July 30, , 19 84, enter into a contract with W~ R~in ~o~c. Tn~ of Hugo, MN for the construction of the above mentioned project in the ... total amount of $ 457.702.59 '~1 Surety for the full amount of the contract has been provided by Commerc i a 1 Un i on T ns..w:anrp r.omn~ n)1 portion of this contract, in the amount of $ 127,?R5 O? *** A is to be paid for by the (~ (City) of Prior Lake. MN The remainder of the contract in the amount of $ 40.637.05 is a direct obligation on the part of the ~ (City) for which reimbursement is requested on the following basis: () URBAN (Cities over 5000) $ 40,637 OJ:; from "89U+a-!" Acct.* RURAL $ from Acct.* MUNICIPAL (under 5000) $ from Acct.* OTHER $ from Acct.** OTHER $ from Acct.** R/w Acquisition costs will (be) (not be) requested from Acct.* The estimated cost of R/w is $ (R/W Certificate required) Preliminary engineering costs in the amount of $ 3.658.94 are hereby req~es~ed. Construction Engineering Costs will (be) ~~ requested with final es~imate. Remarks: LJ Dated , 19 Signed (County) (City) Engineer * Regular, Municipal, State Aid Bond Acct., CTB, MTB, etc. ** Fund 29 (Bridge Grant); Fund 50 (Bicycle Grant) Town Bridge, etc. ***Also, $289,780.52 of project to be paid for S.A.P. 201-107-01. ( \ c..~G\N~E.RS ECS:.TIM~Te.. (A~ ts\O) PROPOSAL FORM FOR STREET CONSTRUCTION, STORM SEWER SANITARY SEWER, WATERMAIN AND APPURTENANT WORK PROJECT NO. 83-2 ,.-.C.B.f.sT AVI;..NUE S.A.P. NO. 1201-106-0lj AND 201-107-01 FOR THE CITY OF PRIOR LAKE SCOTT COUNTY, MINNESOTA 5/,,/&4- (TO BE SUBMITTED IN DUPLICATE) To The City Council of Prior Lake, Minnesota P.O. Box 359 Prior Lake, Minnesota 55372 Gentlemen: 1. The following proposal is made for furnishing and installing Street Paving, Storm Sewer, Watermain, and Appurtenant Work (Project No. 83-2, S.A.P. 201-106-01 ( , and 201-107-01). 2. The Undersigned certifies that the Contract Documents listed in the Instruc- tions to Bidders have been carefully examined, and that the site of the work has been personally i nspect~d. The Unders i gned decl ares that the amount and nature of the work to be done is understood, and that at no time will misunderstanding of the Contract Documents be pleaded. On the basis of the Contract Documents the Undersigned proposes to furnish all necessary apparatus and other means of construction, to do all the work and furnish all the materials in the manner specified, to finish the entire project within the time hereinafter specified, and to accept as full compensati on therefore the sum of the vari ous products obtained by multiplying each unit price herein bid for the work or materials, by quantities thereof actually incorporated in the complete project, as determined by the Engi neer. The Unders i gned understands that the quant it i es ment i oned herei n are approxi mate only, and are subject to increase or decrease, and hereby proposes to perform all quantities of work as either increased or decreased, in accordance with the provisions of the specifications, at the unit prices bid in the following Proposal Schedules, unless such schedules designate lump sum bids. 3346 P.F. - 1 L .... ".-T' (001) (002) (003) (004) (005) ( 006 ) (007) ( 008 ) (009) (010) ( 011 ) (012) (013) 3346 r". ,.... ~t 3. PROPOSAL SCHEDULE Bidder agrees to perform all Street Paving, Storm Sewer, Water Main, and Appurtenant Work described in the Specifications and as shown on the plans, for the fol lowing unit prices: STREET & UTILITY CONSTRUCTION S.A.P. 201-106-01 S.A.P. 201-107-01 SPEC. REFERENCE NUMBER 2101.502 2101.507 2104.501 2105.501 DIV. I 2112.501 2211.501 2331. 504 2331.514 2341.504 2341.508 2357.502 2503.541 ITEM TOTAL ESTIMATE UNIT QUANTITY TREE Clearing Grubbing TREE Remove Curb and Gutter L.F. Common Excavation C . Y . L$OO Pond Excavation C.Y. Subgrade Preparation RD. S T A . ~. 8 Aggregate Base Class 5 (100% Crushed) TON \ 000 Bituminous Material for Mixture TON le TON ':7 SO TON {2. Base Course Mixture Bituminous Material for Mixture Wearing Course Mixture TON f 75 GAL. C\5 L.F. 10 Bituminous Material for Tack Coat 18" R.C. Pipe Sewer Class III 3006 *' ~'1, c.. y. r-"'~'I<' I P^T. o""s COST UNIT 2.,- 100. - ~. 4-&j ZoD,'" IO,fJ " liD,.... II .'t" I. Z..5 ~ t. 4-tJ TOTAL COST 4000, - .360,- is 4J!;O. .... "~ ~. ~ ??/7,~o Ze)z.o. - 20" f .75' ',B:'7l * Sl4-,fD P.F. - 2 r' "'" ~. SPEC. TOTAL REFERENCE ESTIMATE COST TOTAL NUMBER ITEM UN IT QUANTITY UNIT COST (014) 2503.541 21" R.C. Pipe Sewer Class I I I 3U06 L . F . (015) 2503.541 24" R.C. Pipe Sewer Class IV 3006 L.F. -3e~ 4-2 :1... 'i ~ ",070. '-~ (016) 2503.541 30" R.C. Pipe Sewer Class IV 3006 L.F. (017) 2bU3.541 36" R.C. Pipe Sewer Class I I I 3006 L.F. (018) 2bUJ.541 42" R.C. Pi pe Sewer Class IV 3006 L.F. (019) 250J.541 12" R.C. Pipe Sewer Class III Catch Basin leads 3006 L . F . (020) 2503.541 15" R.C. Pipe Sewer Class III Catch Basin Leads 3006 L.F. i4- ~/. 6? *' I 46 ~ . '7 z.. - (021) 2503.573 Install 42" R.C. Flared End Section EACH (022) STND SPEC Construct Standard Manholes *"" (8' Deep or less) EACH J St>(l , - 900. ,.... (023) STND SPEC Excess Manhole Depth Over 8' l . F . (024) STND SPEC Construct 5' Diameter Manhole EACH (025) STND SPEC Construct 6' Diameter Manhole EACH (026) STND SPEC Excess 6' Diameter Manhole Depth l . F . (027) 2506.509 Construct Type "A" Catch Basin with Castings EACH ( 028 ) 2506.509 Construct Type "B" Catch Basins with Castings EACH I 7DO,-" .Jf- 10(1. ,... 3346 P.F. - 3 ( 029 ) (030) (031) ( 032) (033) (034) (035) (036) (037) ( 038 ) (039) (040) (041) (042) (043) 3346 f" SPEC. REFERENCE NUMBER 0504.602 2506.522 0564.602 DIV. I DIV. I DIV. I DIV. I DIV. I DIV. I DIV. I DIV. II DIV. II DIV. II DIV. II 2521.501 ~ TOTAL ESTIMATE UNIT QUANTITY ITEM Adjust Gate Valves EACH Adjust Manholes EACH Traffic Control Signs EACH 42M R.C. Surge Basin with Safety Guard Lump Sum Bid Item 10-A EACH , Special Inlet Structure - (See Sheets 11 & 12 Lump Sum Bid Item 10-B LUMP SUM Anti-Seep Collars EACH Erosion Control L.F. Insulation S.F. Class 1 Rip Rap with Grout C.Y. Class III Rip Rap with Type 1 6" Filter Blanket C.Y. Traffic Marking Paint, Yellow Traffic Marking Paint, White GAL. GAL. Sodding (Including Necessary Black Dirt) S.Y. Seeding (Including Necessary Black Dirt, Mulch, and Fertilizer ACRE 4" Concrete,Walk S.F. 100 ~ "2... '2..00 o,g \'700 COST UNIT '2-. So Ji7. ,... 4-'5, ,.. z.."'- / 4tJ (J . "... I, ~I ~, TOTAL COST *' 270.- I ~t?: ...... 'to,- 4-.00....... L t '2. 0, "... '~'=6,- P.F. - 4 ("" f"'. ~. SPEC. TOTAL REFERENCE ESTIMATE COST TOTAL NUMBER ITEM UN I T QUANTITY UNIT COST (044) DIV. II 61 Wide Bituminous Walk L.F. (045) 2531.501 Concrete Curb and Gutter B-618 L . F . 800 4-. '70 3t. ()().- (046) 0504.602 12" Butterfly Valves and Boxes EACH (047) STNU SPEC Fittings LH. ( 0"48 ) 0504.603 12" D.I.P. Class 50 L.F. ) (049) STND SPEC Granular Foundation Material TON /00 . t'J I *' /. () () \oo~ tf 'Z..8, ~~7 .s-o GRAND TOTAL t:S""'I. "-1' *: 1> l~ I '54~VL 'J 1 c:s~ .l. ~. F t ~ J ?4~. '2.2.. \ I) ~ Yo P t?rrTI ~ I f'/lrT1OlJ \ o-rPt. '- '::., ..."iI=: "",.4 ("Z...ed- ~Dlt>-Ol) ~ 1S\ \Jlo~~ .'7'] '2..~ ~ 'e ,. $'6 J ~4o, & ~7'~7 3346 P.F. - 5 ( ( (. 4. The Unders i gned further proposes to execute the Contract Agreement and to furnish satisfactory bond within ten (10) days after notice of the award of contract has been recei ved. The Unders i gned further proposes to begi n work. as specified, to complete the work on or before date specified, and to maintain at all times a Contract Bond, approved by the City, in an amount equal to the total bi d. 5. Accompanying this proposal is the Bid Security required to be furnished by the Contract Documents the same bei ng subject to forfeiture in the event of default by the Undersigned. 6. In submitting this proposal it is understood that the right is reserved by the Owner to reject any or all proposals and to waive informalities. 7. In submitting this proposal, the Undersigned acknowledges receipt of Addenda Nos. issued to the Contract Documents. 8. If a corporation, what is the state of incorporation? 9. If a partnership, state full names of all co-partners. Official Address Firm Name By Title By Date: 1984 Title 3346 - P.F.-6 . MnlDOT 30172 (Rev. 12-78) REPORT OF STATE AID CONTRACT (, S.A.P. No. 201-107-01 (Submit one Report for each project number.) (2~>>~J) (City) Prior I ~kf TO THE COMMISSIONER OF TRANSPORTATION: This is to report that the (~~>>~~X) (City) of Prior I ~kp did on Julv 30 , 19 R4, enter into a contract with w. ~ r, Rphn~in Broth~~~ ~r of Huao. MN for the construction of the above mentioned project in the /1 total amount of $ 457,702.SQ Surety for the full amount of the contract has been provided by ..J:ornmprri ~ 1 lIoian...J nC:llrtlnrp r.nmp;ll'\)' portion of this contract, in the amount of $ 127.285.02 *** by the (~) (City) of Prior lake A is to be paid for The remainde~ of the contract in the amount of $ 289.780.52 is a direct obligation on the part of the ~V~~~) (City) for which reimbursement is requested on the f.ollowing basis: ( URBAN (Cities over 5000) $ 289,780.1:\' from Rpglll eU' Acc':..* RURAL $ from Acct.* MUNICIPAL (under 5000) $ from Acct.* OTHER $ from Acct.** OTHER $ from Acct .** R/W Acquisition costs will (be) (not be) requested from Acct.* The estimated cost of R/W is $ (R/W Certificate required) Preliminary engineering costs in the amount of $ 26,091.73 are hereby reques~ed. Construction Engineering Costs will (be) ~~) requested with final es~imate. Remarks: ( Dated , 19 Signed * (County) (City) Engineer Regular, Municipal, State Aid Bond Acct., CTB, MTB, etc. Fund 29 (Bridge Grant); Fund 50 (Bicycle Grant) Town Bridge, etc. Also, $40,637.05 of project to be paid for S.A.P. 201-106-01.' ** *1<* ^ ---.r.... ( ( ( I e. ~~ \ ~~\?:..R ~ E.."7l:a\ \ M~TE. (A..~ ~\~) PROPOSAL FORM FOR STREET CONSTRUCTION, STORM SEWER SANITARY SEWER. WATERMAIN AND APPURTENANT WORK PROJECT NO. 83-2 CREST AVENUE S.A.P. NO. 201-106-01 ANDI201-107-011 FOR THE CITY OF PRIOR LAKI: . SCOTT COUNTY, MINNESOTA 8{11/64.- (TO BE SUBMITTED IN DUPLICATE) To The City Council of Prior Lake, Minnesota P.O. Box 359 Prior Lake, Minnesota 55372 Gentlemen: 1. The following proposal is made for furnishing and installing Street Paving, Storm Sewer, Watermain, and Appurtenant Work (Project No. 83-2, S.A.P. 201-106-01 and 201-107-01). 2. The Undersigned certifies that the Contract Documents listed in the Instruc- tions to Bidders have been carefully examined, and that the site of the worK has been personally inspect~d. The Undersigned declares that the amount and nature of the worK to be done is understood, and that at no time will misunderstanding of the Contract Documents be pleaded. On the basis of the Contract Documents the Undersigned proposes to furnish all necessary apparatus and other means of construction, to do all the work and furnish all the materials in the manner specified, to finish the entire project within the time hereinafter specified, and to accept as full compensation therefore the sum of the vari ous products obtained by multiplying each unit price herein bid for the work or materials, by quantities thereof actually incorporated in the complete project, as determined by the En9i neer. The Undersigned understands that the quant it i es ment i oned herein are approximate only, and are subject to increase or decrease, and hereby proposes to perform all quantities of work as either increased or decreased, in accordance wi th the provi si ons of the speci fi cat ions, at the uni t pri ces bi din the following Proposal Schedules, unless such schedules designate lump sum bids. 3346 P.F. - 1 . ...._..H.U'_. .'__.____H_'.. .--. r ... "'.' .__. .. ~ (001) (002) (003) (004) (005) (006) (007) (008) (009) (010) (011) (012) (013) 3346 f'" I"" ~. 3. PROPOSAL SCHEDULE Bidder agrees to perform all Street Paving, Storm Sewer, Water Main, and Appurtenant Work described in the Specifications and as shown on the plans, for the following unit prices: STREET & UTILITY CONSTRUCTION S.A.P. 201-106-01 S.A.P. 201-107-01 SPEC. REFERENCE NUMBER 2101.502 2101.507 2104.501 2105.501 DIV. I 2112.501 2211.501 2331. 504 2331.514 2341.504 2341.508 2357.502 2503.541 ITEM TOT A L ESTIMATE UNIT QUANTITY Clearing TREE ~o ~O 4-$ Grubbing TREE Remove Curb and Gutter L.F. C. Y . 1000 Common Excavation Pond Excavation C. Y . '0,000 Subgrade Preparation RD. STA. z.z. to \ 00 Aggregate Base Class 5 (100% Crushed) TON Bituminous Material for Mixture TON ~1 \~?; be q-,e, ~?() Base Course Mixture TON TON TON Bituminous Material for Mixture Wearing Course Mixture Bituminous Material for Tack Coat GAL. L. F . 18" R.C. Pipe Sewer Class III 3006 "'* S C'),,, I ~ or T' l c:.. t P A-,\l 0 ..... COST UNIT 'it;>, - $0. - 1f- ?- 2.- I, bO '* /()O,"" '5, 4-? Z Df). - /(t),. (); 1.la- II, ~t; I, z. ~ ~ TOTAL COST '700. - /~6 0, - "'L ?.~. ,..... t#~(). ..- 1~,GOo."'" l..'l..oO,- ~~. Z4J7. ..... '9.4"0. ..... I't <..t\.7. n /4-,7.80. -- . II. bB7.1o ~87.?o P.F. - 2 r' "" ~. . \ . SPEC. TOTAL REFERENCE ESTIMATE COST TOTAL NUMBER ITEM UNIT QUANTITY UNIT COST (014) 2503.541 21" R.C. Pipe Sewer Class III 300b L . F . "S1~ ~4, It... .,If- l q :9,1.7~ (015) 2503.541 24" R.C. Pipe Sewer Class IV 3006 L.F. Ie \ 4,- z. Zey .;(. 7 &:.5'4-.4q (016) 2503.541 30" R.C. Pipe Sewer Class IV 3006 l. F . ~107 t7Z . 7~ -.\ 7() ,8~f.4(;: (017) 2!>03.541 36" R.C. Pipe Sewer Class III 3006 l . F . "'2.4-1- t..6 ./~ *" 14-,7"7. 98 , (018) 2503.541 42" R.C. Pipe Sewer Class IV 3006 l.F. ~1D ez, If" '*- 21,z..44.8o (019 ) 2503.541 12" R.C. Pipe Sewer Class III Catch l\,,,gq,tg Basin leads. 3006 l . F . 78'L ~a~~4- ~ (020) 2503.541 15" R.C. Pipe Sewer Class III Catch 7o~g .~'1 Basin Leads 3006 l . F . 2.,-~ ~ I, 07 * (021) 2503.573 Install 42" R.C. Flared End Section EACH Z- 7"7/), - '*- t ?()O, " (022) STND SPEC Construct Standard Manholes tt80cl. r (81 Deep or Less) EACH \\ 80", - ~ . ~ (023) STND SPEC Excess Manhole Depth Over 81 L. F . S~. ~ <0 C. 5, - "* ~io'ZA, (024) STND SPEC Construct 51 Diameter Manhole EACH I 14-'11, - *- I44Q. ;> (025) STND SPEC Construct 61 Diameter Manhole EACH , 19"21."" oM- I 'tl8. " (026) STND SPEC Excess 6' Diameter Manhole Depth l . F . 9,0 \ 1~6, 60 *' I ~t)I,07 (027) 2506.509 Construct Type "A" Catch Basin with 667." *" Castings EACH \ \ ..., ~}/". ,. (028) 2506.509 Construct Type "B" Catch Basins with 5 Castings EACH 7PtJ." + h foo, ,.. , 3346 P.F. - 3 ( 029 ) ( 030) ( 031 ) ( 032 ) (033) i I i -1 (034) (035) (036) (037) (038) (039) (040) (041) (042) (043) 3346 r' SPEC. REFERENCE NUMBER 0504.602 2506.522 0564.602 DIV. I DIV. I DIV. I DIV. I DIV. I DIV. I DIV. I DIV. II DIV. II DIV. II DIV. II 2521.501 "'" TOTAL ESTIMATE UNIT QUANTITY ITEM Adjust Gate Valves Adjust Manholes EACH EACH EACH Traffic Control Signs 42" R.C. Surge Basin with Safety Guard Lump Sum Bid Item 10-A EACH , Special Inlet Structure - (See Sheets 11 & 12 Lump Sum Bid Item 10-B LUMP SUM Anti-Seep Collars EACH Erosion Control L.F. Insulation S.F. Class 1 Rip Rap with Grout C.Y. Class III Rip Rap with Type 1 6" Filter Blanket C.Y. Traffic Marking Paint, Yellow GAL. Traffic Marking Paint, White GAL. Sodding (Including Necessary Black Dirt) S.Y. Seeding (Including Necessary Black Dirt, Mulch, and Fertilizer ACRE 4" Concrete Walk S.F. --1-... L I \ z. to 0)00 '2..40 '7 '10 14- ~ Zt)O 2:.S 4.~ 8 st; 0 COST UNIT ~. TOTAL COST 117. - 7'7, ,., /00. - 2-00 I -- 9L5. -- Jo44. .- -; J ()(), ,... 7{- /p~()I).'" zl tJ 0. ' Z'70 ?: Db 4"". ..... 7~."'" 4',. ~ 1-'5. -- ... - {..... 14-60. ........ /40". ,- 1.3/ *- Z:z... (J 00. - *' , '2..., bOO. ,- 1!- 1'2...,0, ,... f. /20,....... *' 'l-7D,- *" z.. ~~, ~ ~ t)o . ,... 4A~./ 4-00 . ,... -z, t10 o. .,. '*" to. '7 20. ,... IO/,~~,"D P.F. - 4 f' ,.... SPEC. REFERENCE NUMBER ITEM UNIT (044) DIV. II 6' Wide Bituminous Walk L. F . (045) 2531. 501 Concrete Curb and Gutter 8-618 L.F. (046) 0504.602 12" Butterfly Valves and Boxes EACH (047) STNIl SPEC Fittings LB. ( 0"48 ) 0504.603 12" D.l.P. Class 50 L.F. (049) STND SPEC Granular Foundation Material TON TOTAL ESTIMATE QUANTITY -- 4-~"c:;, 700 GRANO TOTAL "1 ?'\.Co o~ .r: '2....7o,B84.SZ ~ 0 \ 0 0 ( ~ \ k-l'\ I '- I .p4,~.r' 0,-) ... \ e>'"\:k"- ""Sr~-re; fI.,p ("t.o \ - l 0' - 0 I ) 3346 ~.' COST UN IT TOTAL COST 4,,50 I ~ ,(PC7.,:) .01 +-, , 0 0 l C)O ~ S~,b~ l 4-0,-z.,3:;S: t l.. ? 0 ,ee +. s.:; :: ~ ':00 \ ~~ t?2.7.l1 I -_ t 4..0, '2..5'5,~; n:; z..8~ { 1 'a o.?.z.. P.F. - 5 CITY OF PRIOR LAKE File Ralph Teschner Crest Avenue Cost Apportionment S.A.P. 201-106-01 & S.A.P. 201.107.01 July 9, 1984 ~ M E M 0 RAN DUM To: From: Re: , Date: Construction Bid 13% Engineering 20% Administration (difference of bid and MSAS share) Total Project Cost Less MSAS Share (Construction) Less MSAS Share (13% Engineering) Total MSAS Funding NET BONDING REQUIREMENT WATERMAIN CONSTRUCTION COST Less oversizing costs as follows: 1 - 6" G. v. in Ii eu 0 f 12" B. V. ( $ 700 - $ 350) = 350 lbs. fittings in lieu of 550 1bs. 200 1bs. @ $1.20/1b. 6" DIP in lieu of 12" DIP 140 L.F. @ $4/L.F. $ 457,702.59 59,501. 34 23,940.52 $ 541,144.45 $ 334,028.65 43,423.70 $ 377,452.35 $ 163,692.10 $ 5,895.00 350.00 = 240.00 ($17/L.F.- $13/L.F.) = 560.00 1,150.00 City Share Developer Share Total City share of storm sewer pipe oversizing for area north of County Rd. 42 The following is a City County A1mac Total Acreage breakdown of drainage 6.39 Acres (8.53%) 6.89 Acres (9.20%) 61.61 Acres (82.27%) 74.89 Acres participation: Crest Ave. MSAS 100% Storm Sewer MSAS (59.6%) Storm Sewer Remainder Sidewalk Watermain Total STORM SEWER CONSTRUCTION PARTICIPATION (612) 447.4230 4629 DAKOTA STREET S.E. P.O. BOX 359 -.-------.r-. $ 1,150.00 4,745.00 $ 5,895.00 $ 7,800.00 $ 172,848.35 161,180.30 109,256.44 8,522.50 5,895.00 $ 457,702.59 $ 109,256.44 PRIOR LAKE, MINNESOTA 55372 t ,/ Indirect Cost Calculations Engineering and Administration Less MSAS Share (Eng.) Net Indirect $ 83,441.86 43,423.70 $ 40.018.16 $109,256.44 = 88% $123,673.94(includes sidewalk & watermain) INDIRECT COST PARTICIPATION 88% @ 40,018.16 TOTAL STORM SEWER PARTICIPATION Less Oversizing City 8.53% County 9.20% Almac 82.27% SU~fr.1ARY OF COSTS Scott County City (Area) City Storm Sewer Oversizing City Watermain Oversizing* Almac Storm Sewer A1mac Watermain Oversizing* Almac Sidewalk MSAS Participation TOTAL S~1ARY BY PARTICIPANT Scott County City of Prior Lake A1mac Inc. MSAS * Includes the following indirect costs: 1,150.00/14,417.50 = 8% @ 4,802.18 4,745.00/14,417.50 =33% @ 4,802.18 8,522.50/14,417.50 =59% @ 4,802.18 14,417.50 $ 35,215.98 $ 144,472.42 7.800.00 $ 136,672.42 $ 11,658.16 $ 12,573.86 $ 112,440.40 $ 12,573.86 $ 11 ,658.16 $ 7,800.00 $ 1,534.17 $ 112,440.40 $ 6,329.72 $ 11,355.79 $ 377,452.35 $ 541,144.45 $ 12,573.86 $ 20,992.33 $ 130,125.91 $ 377.452.35 $ 541,144.45 = 384 . 17 = 1,584.72 = 2,833.29 -~--'T'-- J PROPOSAL FORM FOR STREET CONSTRUCTION, STORM SEWER SANITARY SEWER, WATERMAIN AND APPUKTENANT WORK PROJECT NO. 83-2 CREST AVENUE S.A.P. NO. 201-106-01 AND 201-107-01 FOR THE CITY OF PRIOR LAKE SCOTT COUNTY, MINNESOTA (TO BE SUBMITTED IN DUPLICATE) To The City Council of Prior Lake, Minnesota P.O. Box 359 Prior Lake, Minnesota 55372 Gentlemen: 1. The following proposal is made for furnishing and installing Street Paving, Storm Sewer, Watermain, and Appurtenant Work (Project No. 83-2, S.A.P. 201-106-01 and 2U1-107-01). 2. The Undersigned certifies that the Contract Documents listed in the Instruc- tions to Bidders have been carefully examined, and that the site of the work has been personally inspected. The Undersigned declares that the amount and nature of the work to be done is understood. and that at no time will misunderstanding of the Contract Documents be pleaded. On the basis of the Contract Documents the Undersigned proposes to furnish all necessary apparatus and other means of construction, to do all the work and furnish all the materials in the manner specified, to finish the entire project within the time hereinafter specified, and to accept as full compensation therefore the sum of the various products obtained by multiplying each unit price herein bid for the work or materials, by quantities thereof actually incorporated in the complete project. as determined by the Engi neer. The Unders i gned understands that the quant it i es ment i oned herein are approximate only, and are subject to increase or decrease, and hereby proposes to perform all quantities of work as either increased or decreased, in accordance with the provisions of the specifications. at the unit prices bid in the following Proposal Schedules, unless such schedules designate lump sum bids. 3346 P.F. - 1 i r "i ! , i i (OU1) (002) (003) (004) (005) (006) (007) (008) (009) (010) (011) (012) (U13) 3346 3. PROPOSAL SCHEDULE Bidder agrees to perform all Street Paving, Storm Sewer, Water Main, and Appurtenant Work described in the Specifications and as shown on the plans, for the following unit prices: STREET & UTILITY CONSTRUCTION S.A.P. 201-106-01 S.A.P. 201-107-01 SPEC. REFERENCE NUMBER 21U1.502 2101.507 2104.501 2105.5U1 DIV. I 2112.501 2211.501 2331.504 2331.514 2341.504 2341.508 2357.502 2503.541 -::J- 70,,'---;/074- Clearing Grubbing ,0 \10"', \8cl.. s-r rn-1 b..v?~.f', /!//~ )F~./J S- j:.r/1;"!fJ. \'\"2..., 'a 4& \00 0 I D "" ':- r--.""'~ '\. M' A 33.6."o~.4~ ~~"" "'''<___''''~\>''-'''''l\J \,,","~ \ <... ~ , (. '1"3.,~"l.. l:l......Lc>,.. > ~~'j , ~ c............, c.. C>~;- .JTOT A L 1.1577oz...>'"'9 ESTIMATE / of, .;> 5'"~ .44- ITEM' UNIT QUANTITY TREE TREE Common Excavation Remove Curb and Gutter L . F . Pond Excavation Subgrade Preparation C. Y . C. Y . RD. STA. Aggregate Base Class 5 (100% Crushed) TON TON Bituminous Material for Mixture Base Course Mixture Bituminous Material for Mixture TON TON TON GAL. L. F . Wearing Course Mixture Bituminous Material for Tack Coat 18" R.C. Pipe Sewer Class III 3006 3,000 10,000 29.1 7,450 115 2,305 80 1,153 645 30 30 45 10 , _ ~ ~ , e:>+,J COST UNIT /. c<' .;; c - -5,' ,~ .- ,.., .- , ., 5n /2 ~~? / (. c / /'7 c: I,," t..' ,.-';/-5 :J ./ ., . > ,.7C;: "... It C:;;- :J/i 3 /! .:?? , ! ? / -: . 1'.J 'I') '" 5"9. (. '( '. , TOTAL COST 15a:: ,?/ /[/7 e -L../ u.' ~ ._ G; >"/!/ - . / ~" to? elZ " / i- c12 <3' ")' a: <.f//6'- ,I. 5"~ #-(~~~;; -- ~:B tlZ ~": ~3 /b5-?'? /1: ftZ ~ tJ 77J?:}. j.~, /5 ..., ---- .., ~-' ;i? Y' --- ~ L--' P.F. - 2 ..... SPEC. TOTAL REFERENCE ESTIMATE COST TOTAL NUMBER ITEM UN IT QUANTITY UNIT COST / (014) n//). p f 'l~7 :;. 2503.541 21" R.C. Pipe Sewer Class I I I 3006 L . F . 878 ?L / ,/ II", }"I ;231;; l/ ' .1 (015) 25U3.541 24" R.C. Pipe Sewer Class I V 3006 L . F . 561 ...'1./ - 7) '75 ff <; -) ./ ~ ... I (016) 25U3.541 3U" R.C. Pil1e Sewer Class IV 30U6 L.F. 96S _ i-': fJ</ ;.-' , /.; 1/' /'1J (017) 2!>U3.541 36" R.C. Pipe Sewer Class I I I 3006 L . F . 242 I. / If vf;,) v i./ .... , 'it ;21/~'i~O (018) 25U3.541 42" R.C. 330 I ) . Ii Pipe Sewer Class IV 30U6 L . F . )/ ./ (019) 2503.541 12" R.C. Pil1e Sewer Class III Catch .'. / f'<1 ~ ..., I ", Basin Leads 3006 L . F . 382 ").;. I/~fl / v' (U20) 2503.541 15" R.C. Pipe Sewer Class III Catch . /'5 ,,: Basin Leads 30U6 L . F . 267 .,) / if<l! f-' ,-. ~ ,': (021) 25U3.573 Install 42" R.C. Flared End Section EAC H 2 1.f..';"'~ I~ /2-- .. / '-,~- "'" ;/ (022) STND SPEC Construct Standard Manholes ~-? .~ (.. ~. (8' Deep or Less) EACH 12 )' <--1 ~.~ 1/ c;} , f.. _ . / -_/.....: L/. (023) STND SPEC Excess Manhole Depth Over 81 L.F. 56.96 [". "7"-' - t/ . /. ..:> /t/ (024) STND SPEC Construct 5' Diameter Manhole EACH 1 / ,/~/(- :::; / -fJ:- :Y v (025) STND SPEC Construct 6' Diameter Manhole EACH 1 /7;) f';:! / {,; j"- v (026) STND SPEC Excess 6' Diameter Manhole Depth L.F. 9.01 /1//(. /jJ; ~ ICL -- ,/ (027) 2506.509 Construct Type "A" Catch Basin with ,:.: t .' //p- ~-J/f' ~ Castings EACH 11 {, (;.' /(028) 2SU6.5U9 Construct Type "B" Catch Basins with /'J -iJ c(..' C- /7t';7 t.~ Castings EACH 6 /t./ 3346 P.F. - 3 '- (029) (030) (031) (032) (033) i I ~ I (034) (035) (036) (037) (038) (039) (040) (041) (042) (043) 3346 SPEC. REFERENCE NUMBER 0504.602 2506.522 0564.602 DIV. I DIV. I D I V. I D I V. I D I"V. I DIV. I DIV. I DIV. II DIV. II DIV. II DIV. II 2521.501 ITEM TOTAL ESTIMATE UNIT QUANTITY Adjust Gate Valves EACH 1 Adjust Manholes EACH 2 Traffic Control Signs EACH 17 42" R.C. Surge Basin with Safety Guard Lump Sum Bid Item 10-A EACH 2 Special Inlet Structure - (See Sheets 11 & 12 Lump Sum Bid Item 10-B LUMP SUM 1 Anti-Seep Collars EACH 6 Erosion Control L.F. 1,000 Insulation S.F. 240 Class 1 Rip ?ap with Grout C.Y. Class III Rip Rap with Type 1 6" Filter Blanket C.Y. 70 Traffic Marking Paint, Yellow GAL. 17 11 800 Traffic Marking Paint, White GAL. Sodding (Including Necessary Black Dirt) S.Y. Seeding (Including Necessary Black Dirt, Mulch, and Fertilizer ACRE 8. 1 4" Concrete Walk S.F. 9,850 COST UNIT J.5 ~: l/r7 ~'Z / '-'" --- tJ A/t.. 1 'I ) / , ,.;/ --?, ,,'? ? / t'J_- ...>. '" "") /' ") t..'Z. ,-/ t, --- ...,?": +- --- -7 .;'; ) 5 , ,~t ',~ ....-,-....... ,,)./ / ~j'~ II -" >. 7 -') ~. . . ...,{"Z. ,;:0< --- ; ...j /J/~'J /:/ / t j; .- . ::t I / .!.--- TOTAL COST 15"~' ;J cZ .-:" , ' /I/{)" !P?Z .::y. ../ (. ./? tZ-.:: /? {, (2-~' i/ .P5?;; ~.; ?/l 'J . ~5i.:: /' /6t7'.:? t::/2,v ........- / 1,-; / .~ 1/ ) /' ".' ~co fi.}- C; tJ 3 .?,,; P.F. - 4 SPEC. TOTAL REFERENCE ESTIMATE COST TOTAL NUMBER ITEM UNIT QUANTITY UN IT COST .5-c -<' f. / 0 (044) DIV. I I 6' Wide Bituminous Walk L.F. 2,435 .:<- J;-) )-- ~.:;J ..~' ~3~J/ :-0 (04~) 2531.501 Concrete Curb and Gutter B-618 L . F . 5,175 f---- .((046) 0!:>U4.602 12" Butterfly Valves and Boxes EACH 1 /JlZ !!:- Ijt? !-: ( ,d 047) STNU SPEC Fittings lB. 550 /~l' 5)5" K: '? __ t'Z j (048) 0504.603 12" D.I.P. Class 50 L.F. 140 ;;'.5' <-':- J;t li"- G , {J / c7 ./ ~/ , (049) STND SPEC Granular Foundation Material TON 1,0UU / l ;:, 'I q GRAND TOTAL -I~11t;2 . i t -! I 3346 P.F. - 5 4. The Unders i gned further proposes to execute the Contract Agreement and to furnish satisfactory bond within ten (10) days after notice of the award of contract has been recei ved. The Unders i gned further proposes to begi n work as specified, to complete the work on or before date specified, and to maintain at all times a Contract Bond, approved by the City, in an amount equal to the total bid. 5. Accompanying this proposal is the Bid Security required to be furnished by the Contract Documents the same being subject to forfeiture in the event of default by the Undersigned. 6. In submitting this proposal it is understood that the right is reserved by the Owner to reject any or all proposals and to waive informalities. 7. In submitting this proposal, the Undersigned acknowledges receipt of Addenda Nos. I issued to the Contract Documents. 8. If a corporation, what is the state of incorporation? '1 IlI/ 'f /1/ c' 5 () I- tC- 9. If a partnership, state full names of all co-partners. Official Address /'1 . I I rt I5t /,~ V ,1/ CI ~ (/ /J/ /1 6-~);~ j) ,F /1 /( /'1 (:- J /.'1 ~? ,: /1 /J (' I ,y j"rt ') Fi rm Name By //kz1;~-, J?~L~-:--~- j Title ):' ,I I I, I ,I ';-r) t', .) L }'-' By /4';,;;;~, iq-/0:c, ' , ! I } Tit le {. e (:" /';,-~; I () f' 71/ '/ Date: ;;1: 1984 3346 P.F. - 6 7/1 (! /" .. S.A.P. No. 201-106-01 (Sub.it one Report for each projcc Mn/OO'f.. 30172 (Rev. 12-78) REPORT OF STATE AID CONTRACT (I.M.I~) (City) Prior La~~ TO THE COMMISSIONER OF TRANSPORTATION: This is to report that the (i~M..X) (City) of Prior IAkp did on July 30. , 19 84, enter into a contract with W. & G. Rphhpin Rrotn~rc Tn~ of Hugo, MN for the construction of the above mentioned project in the total amount of $ 457,702.59 Surety for the full amount of the cont~ac~ has been provided by COn11lercial Union Insuranc~ r.n~al'1\1 portion of this contract, in the allount of $ 127,?R5 O? *** A is to be paic fo= by the ('I'N.~~ (City) of Prior '.AU. ~N The ret!l2.~.nch~~ of the contract in the amount of $ 40.637.05 is a direct oblig~:i~n O~ :he part of the ~ (City) for which reiabursellent is requested en L\l'~ :",,:lCV::.:l'; basis: URBAN (Cities over 5000) $ 40,"~7 nc; from Regular .\c.: ~ . * RURAL $ from :\c~ -:. '* MUNICIPAL (under 5000) $ from Acc~. * OTHER $ from A'::-:::t. ** OTHER $ from floC:-: t. ir:Ir R/W Acquisition costs will (be) (not be) requested from I ~...., '" ~..... - - . The estimated cost of R/W is $ (a/W Certificate rl'qui:-Ed) Preliminary engineering costs in the amount of $-l.15Jl.9~ are her~bJ !e~Jes:c~. Construction Engineedna Costs will (be) Oaocx~ requested .with final (>s'::~nat-:'. Remarks: Dated Siln.d~~'~~ ~ ~) Engineer Regular. Municipal, State Aid Bond Acct., CTB, MTB, etc. A~. ~ , 19 .fr. * ** Fund 29 (Bridge Grant); Fund 50 (Bicycle Grant) Town Bridge. etc. ***Also. $289.780.52 of project to be paid for S.A.P. 201-107-01. . .~;;,;.-.~-~.. .. Kn/DOT 30172 (Rev. 12-78) REPORT OF STATE AID CONTRACT S.A.P. No. 201-107-01 (Sub.it one Report for each project number.) (e.aa&~) (City) Prior Lakp TO THE COMMISSIONER OF TRANSPORTATION: Thi. i. to report that the ~~J) (City) of Prior I~k~ did on July 30 , 19-ai. enter into a contract with W & ~ ~~hh~;n Brotbop~. ~ of Hugo. MN for the construction of the above mentioned project in the . total amouat of $ 457,702.~q Surety for the full amount of the contract has been provided by r.~r~iAl IIninn TnCOllrAnr~ rnmpany portion of this contract, in the amount of $ 127,285.02 *** A is to be paid fo= by the (~~) (City) of _Prior Lake the contract in the amount of $ 289.780.52 The retl8ind,~:: of is a direct obligat10n or. ~he part of the ~) (City) for which reimbursement is requested on the f:ollo~~~g bads: URBAN (Cities over 5000) $ 289.780. '\' from ~,:agH1Ar Ace:.* RURAL $ from Ac -: ~ . 'Ie MUNICIPAL (under 5000) $ from Acc~.'Ie OTHER $ frail Ac~t.** OTHER $ from A~ ~ t . 'Ie '* R./W Acquidtion cas te will (be) (not be) requested from I~c':.t." The estimated cost of a/w is $ (R/W Certificate r~qu1red) Preli~nary engineering costs in the amount of $~3l182.44 are hereby req~es:ec. Conatruction Enaineering Costs will (be) ~~) requested with final CS~~03t~. Reaarks: Dated ~ }... b , 19S'~'. ~ Si&n~ ~ ) (City) Engineer * Regular, Municipal, State Aid Bond Acct., eTB, MrB, etc. ** Fund 29 (Bridge Grant); Fund 50 (Bicycle Grant) Town Bridge, etc. '*** Also, $40.637.05 of project to be paid for S.A.P. 201-106-01.