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Home My WebLink AboutAd for Bid & Bid Bonds (I, ,-/0 /\ s-y Lee ~LA~ J lLC \)/ I v Z5,I991 ~ ----- 199'7 STREET Ie tmLrrY IMPS BIDS CLOSE AUG 4 Prior Lake MN ADVERTISEMENT FOR BIDS - 1997 Street and Utility Improve- ments in the City of Prior Lake City Project No. 97-02 City ProJect No. 95-07 City_PrQJect No. 97-17 NOTICE IS HEREBY GIVEN that sealed proposals will be received by the City Council of the City of Prior Lake, Minnesota at the Prior Lake City Hall, located at 16200 Eagle Creek Avenue S.E., Prior Lake, MN 55372 until 10:00 a.m., local time, on the 4th day of August, 1997, and will be publicly openea at said time and place by two or more designated offi- cers or agents of the City of Prior Lake, said pro~sals for the furnishing of all labor and materials for the con- struction, complete in place of the fol- 10wkPiiROXIMATE QUANTITIES Concrete Curb ana Gutter 11930 LF Class 5 Aggregate Base 11350 Ton Bituminous Pavi_n..g 5685 Ton Storm Sewer 2100LF Concrete Sidewalk 12186 SF Pavement Stril'ing 8725 LF Watermain 1450 LF Sanitary Sewer 430 LF Retaining Wall 6000 SF Proposars arriving after the desig- nated tIme will be retUrned unopened. The Bids must be submitted on the proposal forms provided in accor- aance with contract documents, plans, and specifications as prepared by Howard R. Green Company, 1326 Energy Park Drive, St. Paul, MN 55108. Contract documents, plans, and specifications may be obtained from Howard R. Green Company upon cteposit of One hundred dollars ($100.00) non-refundable deposit per set. No bids will be considered unless sealed and filed with the City Clerk of Prior Lake and accompanied by a cash deposit, cashier's check, bid bond, or certified check payable to Clerk of the City of Prior Lake, for five (5%) per- cent of the amount bid to be forfeited as liquidated damages in the event that the oid be accepted and bidder shall fail to enter promptly into a written contract and furnisn the required bond. No bids max be withdrawn for a period of sixtr (60) days from the date of opening 0 bids. The City of Prior Lake reserves the right to reject any or all bids. Further, the City reserves the right to accert a bid higher than the lowest bid i , in the opinion of the Council. the public interest will be better served. Frank Boyles City Manager City of Prior Lake, Minnesota 07-11/07-18/07-25 ;) {G~\ ;1 ~-.I~ -- ---- --- ,..- - ~ d,~, era _../ )vL/fYL \l1 ADVERTISEMENT fOR BIDS 1997 Street and .utility lri1.provements in the City of Prier Lake City Project No. 97.;02 City froject Nck9S-07 City ProjectNo.97-17 ". . NOnCE IS HEREBY GIVEN that sealed proposals will be received by the City Council oftheC;ity of Prior Lake, Minnesota at thePriC>f Lake ,City Hall "located at1620(lEagleCteek Avenue S .E., Prior Lake. MN,55372UrltillO:OO a.m. local tiirte, On the 4th d~y of~ligust, 1997, and will be publicly opened at said tune and place by two or more designated offic:- erS or agents of the City of Prior Lake, said proposals for the furnishing of a1l1abor and m~terials for the construction; complete in place of the following:. ., " .< APPROXIMATE QUANTITIES ConcreteCurb ~dGutter ,'11930.LF Class 5 Aggregate ,Base 11350 ton Bituminous PaVing 5685 . ion Storm Sewer 2100LF Concrete Sidewalk '12186 SF Pavement Striping 8725 1.F Watermain 1450 LF Sanitary Sewer ,4~0 LF RetainingWall . ."..'.... . 6000 sF Proposals arriVing after the designated time will be retumed unopened. The Bids must be submitted on the proposal forms provided in ~ccordance with corttractdocuments, plans, andspeci~ f,ications a,<; prepared by Howard R. Green Company, 1326 Energy Park Drive,St. Paul, MN 55108. Contract docu~ent<;, plans. and specifications may be~btained from Howard, R.Green Company upon 'deposit of One hundr.e~dolllU's($1 00.00) non-refundable deposit ptrset. ... ., No bids will beconside1'ed unless sealed and filed with the City Clerk of Pribr Lake and accompanied bi a cash deposit. cashier's check, bid bortd, 0]; certified check payable to Clerk Of the City of Prior Lake, . for five (5%) of ,thearnount bid to be forfeited a.~liquidateddamagesin the event that the bid bea~cepted and biddershallfail . to enter promptly into a ",'ritten contract and furnish the required b()nd. No bids may be withdrawn for a pe- .riodo! sixty (60) days frotn the date of opening ~fbids..The,City of ~iorLake; reserves the right to' reJectanyorafl bid,S. Further, the City. reserves. Ute right. to accept a bid higher than the lowest bid if, . in the opinion of the Council, the public interest will be better served. . .. .. ..... . .' FtankBbyles ..... ..' .' ..... City Manager . City of PrioiUke, Minnesota (Published in the Prior LakeAmerican on Saturdays, July 12 and 19, .'1997; No., J201) . ~ 0 q 7 c' ~ ct~ '-s~ r\JL '--.rY~-- 0- ~ 11 91 1997 S'I'R.r...!..l " Ul1LlTY IMPS BIDS CLOSE AUG 4 Prior Lake, MN . ADV tKuSEMENT FOR BIDS - 1997 Street and Utility Improve- ments . in the Ci~ of Prior Lake City Project No. 97-02 City Pro~ect No. 95-07 City Project No. 97-17 NOTICE IS HEREBY GIVEN that sealed proposals will be received by the City Council of the City of Pri.or Lake, Minnesota at the Prior Lake City Hall, located at 16200 Eagle Creek Avenue S.E., Prior Lake, MN 55372 until 10:00 a.m., local time, on the 4th day of August, 1997, and will be publicly openea at said time and place by two .or more designated offi- cers or agents of the City of Pri.or Lake, said pro~sals for tbe furnishing of all labor and materials for the con- structi.on, c.omplete in place .of the fol- lowing: APPROXIMATE QUA1'lUlu:.S C.oncrete Curb and Gutter 11930 LF Class 5 Aggregate Base 11350 Ton Bituminous Paving 5685 Ton Storm Sewer 2100 LF Concrete Sidewalk 12186 SF Pavement Striping 8725 LF Watennain 1450 LF Sanitary Sewer 430 u~ Retaining Wall 6000 SF Proposals arriving after the desig- nated time will be returned unopened. The Bids must be submitted on the proposal forms provided in accor- ClanCe with contract docwnents, plans, and specifications as prepared by H.oward R. Green C.ompany, 1326 Energy Park Drive, St. Paul, MN 55108. Contract documents, plans, and sI>.ecificati.ons may be obtained from Howard R. Grec:n Company upon ctej!osit of One hundred d.ollars ($100.00) non-refundable deposit per set No bids will be considered unless sealed and filed with the City Clerk of Prior Lake and accompanied by a cash dep()sit, cashier's check. bid oond, or certified check payable 1.0 Clerk of the City .of Prior Lake, for five (5%) per- cent of the amount bid to be forfeIted as liguidated damages in the event that the oid be accepted and bidder shall fail to enter promptly into a written contract and furnish the required oond. N.o bids max be wilthdrawD for a ~od of sixty \60) days from the date of opening of bids. The City of Prior Lake reserves the right 10 reject any or all bids. Further, the City reserves the right t.o ~c~f.t.a bid higher than the lowest. bid I , In ~e. opinion of the Councll, the pubhc mterest will be better served. Frank Boyles qty M~ger City of Prior Lake, Minnesota 07-11/07-18/07-25 T. . AMERICAN INSTITUTE G.* ARCHITEC 1 5 . A/A Document 1\310 Bid Bond KNOW ALL MEN BY THESE PRESENTS, . MCNAMARA CONTRACTING, INC. . lHHe inw-t full Dime and ~ or Ic9' lid~ 01 ContradOrJ 5001 160th Street West, Rosemount. MN 55068 as Principal, hereinafter called the Principal, and NATIONAL FIRE INSURANCE COMPANY OF HARTFORD 222 South 9 th Street (Hefe Ntsert fuB name Iftd adcifas or'epJ !ide of Suretyl Minneapolis, MN 55402 a corporation duly organized under the laws of the State of Connecticut as Surety, hereinafter caned the Surety, are held and firmly bound unto CMer~ ;ft~ It,,. ~me Jft'i address or lqal Uric of Owner) City of Prior Lake, MN as Obligee, hereinafter called the Obligee, in the sum of Five Percent ( 5% ) of Amount Bid . Dollars ($ 5% of Bid ), for the payment of which sum wen and truly to be made, the said Principal and the said Surety, bind ourselves, our heirs, executors, administrators, successOrs and assigns, joindy and severally, firmly by these presents. . W HER EAS, the Principal has submitted a bid for CHen! inMtt full name, address .net descripcion of projectl 1997 Street and Utility Improvements in the City of Prior Lake City Project Nos.: 97-02, 95-07, and 97-17 N 0 \V, THE it E FOR E, if the Obligee s~U ~ccept the bid of tM PrinciDal ~nd th~ Princioaf shUt enter into a Contr.act with rh~ Ohlig~ in ~ccord~nce with mil! t~$ of such bid, ~nd give sa..ch bond or bonds u may be s~fi-ed in the bidding or Contract Oocum~nts with gond ...nd sufficiM1: SIJrety for the faithful perinrm~nce oi such ContRa and for the prompt p:aym~nt ot I.hor ...nd materia' fllmi~h~ in .the Dro~tinn thO".. i. or in the ~t of th'! failtJre ot the Principal to enter such Cont1'3ct and give such bnnd or bands, if tM Princio.al shaU oay tf) the Obligee the diff~tenc'! not to,_.,...__J the penalty herenf bll!rw~n the ;amount sDecified in said bid ;and s..chlar~et amnunt fnr whid1 the Obligee may in ~ ~ith contnct with anath'!r carty to perlorm th~ Wnric cmtf!red by said bid, then this obli~aMn sMll be null and void, otherwise to remain in full force and effect. Signed and sealed this 4th day of August 19 97 1~ s . cJJM-t (Witnes1J ~CNAMARA CONTRACTING, !HC. ... (PrinciD~J (Seal) ~~~ Kevin McNamara rrid~ President NATIOrl~IRE INSY~ANY OF HARTFORD J J \ lJ (~ure (Seal] tfJ'\.-tJ j Donald R. Olson {Tide} Attorney-in-Fact A~~ ? cl\AL+~ \. (W;c,,~s) AlA DOCUMF.NT AJ10 . 810 aONO . A'" e . FE3RUAltY 19;0 EO . THE AMEiUCAN INSTliUiE Or ARCH1TECiS. 1i'JS N.Y. AVE.. N.W.. W".SHI NG7C:-i. O. C. :0005 1 WARNI!'IG; tJntic"!:"s~ onct:J':o~,ng vlol1t~ u.s. c=~r.;n~ 1~ a~c2 :$ ~Olee: :0 leo;31 e~~~~::~n. ACKNOWLLvGl\tuw.IT OF CORPORATION State of Minnesota County of Hennepin } ~ On this 4 th day of Augus t: , 19 97 , bc:C..,,&,.. me appeared Kevin McNamara to me personally known, who, being by me duly sworn, did say that (s) he islare the President of MCNAMARA CONTRACTING J INC. , a corporation, that the seal affixed to the forgoing instrument is the corporate seal of said corporatio~ (If DO seal. so state., and strike out above as to ~. ''I . ,. ".' seal) and that said instrument was ex.;.....~ in behalf of said W'. t'uuJion by authority of its Board ofDL.~lOrs; and that said Kevin McNamara ~owledged said instrument to be the fa'...... act and deed of said corporation. /(~1 I, J.L~ ~J" ~ NINA E. WERSTEIN -1 NOTARY PU8UC - M!NNESOTA MY COMMISSION EXPIRES JANUARY 3 ~ 2000 --t . Notary Public My o~l.uuuission expires ACKNOWLI...uGMENT OF CORPORAl~ SURETY State of Minnesota } ~ County of Hennepin On this 4th dayof Au~ust ,19 97 , beforemeGi'~ Donald R. Olson to me personally known, who being by me duly swo~ did say that (sthc is the Attorney-in-Fact of NATIONAL FIRE INSURANCE CaMP ANY OF HARTFORD , a co~&~n, that the seal affixed to the foregoing instrument is the w&1^'&c:U.C seal of said corporation and that said iIwuu.a.uent was executed in behalf of said corporation by ~I&~~J of its Board of Oh.:.wLOIS; and that said Donald R. Olson acknowledged said ~~ent to be the free act and deed of said corporation. 11k~ ? ~~~ NotaIy Public Couutyr My commission IoH"t'Jes POWER OF A110RNEY APPO~TJjiG INn!\' mUAL A110RNEY-IN-FACT Know All Men By These Presents, That CONTINENTAl CASUAlTY COMPANY, an Iffinois corporation, NATIONAL FIRE INSURANCE COMPANY OF HARTFORD, a Connecticut corporation, AMERICAN CASUALTY COMPANY OF READING, PENNSYLVANIA. a Pennsylvania corporation (herein collectively called "'the CNA Surety Companies-), are duly organized and c;~~..g corporations having their principal offices in the City of Chicago, and State of Illinois, and that they do by virtue of the signature and seals herein a:7""".:.d hereby make, constitute and appoint Bruce N. Telander. R.W.Frank, John P. Martinsen, Gary S. Soderber~, R. Scott E~~inton. Donald R. Olson. John E. Tauer, Dennis Under, Mary L Char1es, Individually of Minneapolis, Minnesota their true and lawful Attomey( s )-in-Fact with fun power and authority hereby conferred to sign, seal and execute for and on their behalf bonds, undertakings and other obligatory instruments of similar nature - In Unlimited Amounts - and to bind them thereby as fully and to the same extent as if such instruments were signed by a duly autho. ~c.J officer of their corporations and all the acts of said Attorney, pursuant to the authority hereby given are hereby ratified and confirmed. This Power of Attorney is made and executed pursuant to and by authority of the By-Laws and Resolutions, printed on the reverse hereof, duly adopted, as indicated, by the Boards of Directors of the corporations. . In Witness Whereof, the CNA Sureties Companies have caused these presents to be signed by their Group VICe President and their corporate seals to be hereto affixed on this 11 th day of July , 1996 . ~~~~ (f;;~~) 3 - J ~~IAJ ~ CONTINENTAL CASUALTY COMPANY NATIONAL FIRE INSURANCE COMPANY OF HARTFORD AMERICAN CASUALTY COMPANY OF READING, PENNSYLVANIA ~1}L ~ M.C. Vonnahme Group Vice President State of Illinois, County of Cook, ss: On this 11 th day of July , 1996 ,before me personally came M. C. Vonnahme , to me known, who, being by me duly sworn, did depose and say: that he resides in the Village of Darien ,State of Illinois; that he is a Group Vice President of CONTINENTAl CASUAlTY COMPANY, NATIONAL FIRE INSURANCE COMPANY OF HARTFORD, and AMERICAN CASUALTY COMPANY OF READING, PENNSYLVANIA described in and which executed the above instrument; that he knows the seals of said corporations; that the seals affixed to the said instrument are such corporate seals; that they were so affixed pursuant to authority given by the Boards of Directors of said corporations and that he signed his name thereto pursuant to 6ke authOrity, and acknowledges same to be the act and deed of said corporations. My Commission Expires June 5, 2000 CERTIFICATE r~.P~ Eileen T. Pachuta Notary Public . I,John M. UttIer ,Assistant Secretary of CONTINENTAL CASUALTY COMPANY, NATIONAL FIRE INSURANCE COMPANY OF HARTFORD, and AMERICAN CASUALTY COMPANY OF READING, PENNSYLVANIA do hereby certify that the Power of Attorney herein above set forth is still in force, and further certify that the By-Law and Resolution of the Board of Directors of each corporation printed on the reverse hereof are still in force. In testimony whereof I have hereunto subscribed my name and affixed the seals of the said corporations this 4th day of August 1997 . (Rev.7/14/95) CONTINENTAL CASUALTY COMPANY NATIONAL FIRE INSURANCE COMPANY OF HARTFORD AMERICAN CASUALTY COMPANY OF READING, PENNSYlVANIA John M. UttIer Assistant Secretary Authorizing By-Laws and Re~.".utions ADOPTED BY THE BOARD OF DIRECTORS OF CONTINENTAL CASUALTY COMPANY: This Power of Attorney is made and executed pursuant to and by authority of the following By-law duly adopted by the Board of Directors of the Company. · Article lX--Executiol1 of Documents Section 3. Appointment of Attorney-in-fact The Chairman of the Board of Directors, the President or any Executive, Senior or Group Vice President may, from time to time, appoint by written certificates attomeys-in-factto act in behalf of the Company in the execution of policies of insurance, bonds, undertakings and other obfigatory ~..,~ \.Iments of fike nature. Such attorneys-in-fact, subject : to thefimnations set fo~ in their respective certificates of authority. shaD have fuD power to bind the Company by their signature and execution of any such instruments and to attach the seal of the Company thereto. The Chairman of the Board of Directors, the President or any Executive, Senior or Group Vice President or the Board of Directors, may, at any time, revoke aD power and authority previously given to any attorney-in-fact. This Power of Attorney is signed and sealed by facsimile under and by the authority of the following Resolution adopted by the Board of Directors of the Company at a meeting duly called and held on the 17th clay of February, 1993. "Resolved, that the signature of the President or any Executive, Senior or Group Vice President and the seal of the Company may be affixed by facsimile on any power of attorney granted pursuant to Section 3 of Article IX of the By-Laws, and the signature of the Secretary or an Assistant Secretary and the seal of the Company may be ca:7....ed by facsimile to any certificate of any such power and . any power or certificate bearing such facsimile signature and seal shaD be valid and binding on the Company. Any such power so executed and sealed and certified by certificate so executed and sealed shan, with respect to any bond or undertaking to which it is attached, continue to be valid and binding on the Company_to ADOPTED BY THE BOARD OF DIRECTORS OF AMERICAN CASUAL TV COMPANY OF READING, PENNSYLVANIA: This Power of Attorney is made and executed pursuant to and by authority of the fonowing By-Law duly adopted by the B-:u J of Directors of the Company. "Article VJ-Execution of Obligations and Appointment of Attorney-in-Fact Section 2. Appointment of Attorney-in-fact The Chainnan of the Board of Directors, the President or any Executive, Senior or Group Vice President may, from time to time, appoint by Yr.;ll.::.n certificates "attomeys-in-factto act in behalf of the Company in the execution of policies of insurance, bonds, undertakings and other obligatory instruments of like nature. Such attorneys-in-fact, subject to the 6mitations set forth in their respective certificates of authority, shall have full power to bind the Company by their signature and execution of any such instruments and to attach the seal of the Company thereto. The President or any Executive, Senior or Group Vice President may at any time revoke all power and authority previously given to any attorney-in-fact. This Power of Attorney is signed and sealed by facsimile under and by the authority of the fonowing Resolution adopted by the Board of Directors of the Company at a meeting duly called and held on the 17th day of February, 1993. "Resolved, that the signature of the President or any Executive, Senior or Group Vice President and the seal of the Company may be affixed by facsimile on any power of attorney granted pursuant to Section 2 of Article VI of the By-Laws, and the signature of the Secretary or an Assistant Secretary and the seal of the Company may be affixed by facsimile to any certificate of any such power and any power or certificate bearing such facsimile signature and seal shalf be valid and binding on the Company. Any such power so executed and sealed and certified by certificate so executed and sealed shall, with respect to any bond or undertaking to which it is attached, continue to be valid and binding on the Company: ADOPTED BY THE BOARD OF DIRECTORS OF NATIONAL FIRE INSURANCE COMPANY OF HARTFORD: This Power of Attorney is made and executed pursuant to and by authority of the following Resolution duly adopted on February 17, 1993 by the Board of Directors of the Company. "RESOl VEO: That the President, an Executive Vice President, or any Senior or Group Vice President of the Corporation may, from time to time, appoint, by written certificates, Attorneys-in-Fact to act in beh-c31f of the Corporation in the execution of policies of insurance, bonds, undertakings and other obligatory instruments of like nature. Such Attorney-in-Fact, subject to the 6mitations set forth in their respective certificates of authority, shall have full power to bind the Corporation by their signature and execution of any such instrument and to attach the seal of the Corporation thereto. The President, an Executive Vice President, any Senior or Group Vice President or the Board of Directors may at any time revoke all power and authority previously given to any Attorney-in-Fact. .. This Power of Attorney is signed and sealed by facsimile under and by the authority of the following Resolution adopted by the Board of Directors of the Company at a meeting duly called and held on the 17th day of February, 1993_ "RESOL VEO: That the signature of the President, an Executive Vice President or any Senior or Group Vice President and the seal of the Corporation may be affixed by facsimile on any power of attorney grant.."<f pursuant to the Resolution adopted by this Board of Directors on February 17, 1993 and the signature of a Secretary or an Assistant Secretary and the seal of the Corporation may be affixed by facsimite to any certificate of any such power, and any power or certificate bearing such facsimile signature and seal shall be valid and binding on the Corporation. Any such power so executed and sealed and certified by certificate so executed and sealed, shall with respect to any bond or undertaking to which it is attached, continue to be vafid and binding on the Corporation." Certificate No. 00036038 CERTIFICA'1'.h OF INSURANCE ISSUE DATE (MMIDDIYY) 04/01198 PRODUCER COBB STRECKER DUNPHY & ZIMMERMANN, INC. 150 SO. 5th ST.,Suu~ 2000 MINNEAPOLIS, MN 55402 This c:ertificate is issued as a matter of information only and confers no rights upon the certificate holder. This certificate does not amend, extend or alter the coverage afforded by the policies listed below. COMPANIES AFFORDING COVERAGE RF~~nnsn COMPANY LE 11 ~R A TRANSCONTINENTAL INSURANCE CO. COMPANY LEll~R B ;.~ .,.~ INSURED MCNAMARA CONTRACTING, INC. 5001 160TH ~ 1 KEET WEST TRANSPORTATION INSURANCEefty' roc r'~DiU'I'-i 1\1 I .- n n ~ ,,-, ,,( r:: COMPANY LEn~R C COMPANY LEll~R D COMPANY LEll~R E TRANSPORTATION INSURANCE CO. VALLEY FORGE INSURANCE COMPANyRe_", APltSI9s8 ROSEMOUNT MN 55068 COVERAGES This is to certify that policies of insurance listed below have been issued to the insured named above for the policy period indicated. Notwithstanding any requirement, term or condition of any contract or other document with respect to which this certificate may be issued or may pertain, the insurance afforded by the policies described herein is subject to all the terms, exclusions, and conditions of such policies. Limits shown may have been reduced by paid claims. CO Type of Insurance LTR A GENERAL LIABILITY Policy Number Policy Effective Policy Expiration Date (mmJdd/yv) Date (mmJdd/vv) Liability Limits [X] Commercial General Liability [ ] Claims Made [ X ] Occurrence [ ] Owner's & Contractor's Proto C121134264 [ ] 03/01198 03/01199 General Aggregate prooucts-Comp/Ups Af!:J?;reJ?;ate Personal'" AClvertIsmg Iniury bach Uccurrence .Flre Damage (Anv One Fire) Medical Expense (Anv One Person) $1,000,000.00 $1,000,000.00 $500,000.00 $500.000.00 $.00 $.00 B AUTOMUJjlL~ LIABILITY [ X ] Any Auto [X] All Owned Autos (priv Pass.) [ X ] All Owned Autos(Other) [ X ] Hired Autos [X] Non-Owned Autos C121134278 [ ] Garage Liability [ ] CSL 03/01/98 03/01/99 Bodily Injury Per Person Bodily Injury Per Accident Property n~e $1.000.000.00 $.00 $.00 C EXCESS LIABILITY [ X] Umbrella Form C121134295 [ ] Other Than Umbrella Form 03/01/98 03/01/99 $.00 Each Aggregate Occurrence $5,000,000.00 $5,000,000.00 D WORKERS' COMPENSATION AND EMPLOYERS'LIABILITY WCC168516047 03/01/98 03/01/99 StatutOry I ~luu,uuu.UO (bach ACCident) $500,000.00 (Disease Policy Limit) $100,000.00 (Disease Each Employee) E OTHER DESCRu" lION OF OPERA l1UNS/LOCATIONS/VEHICLESI ~~ TRICTIONSISPECIAL ITEMS 1997 ~lKEET & UTILITY CON~IKUCTION OF PROJECT 97-02; FISH POINT ROAD, PROJECT 95-07 MUSHTOWN ROAD PROJECT 97-17 PIKE LAKE TRAIL ADDITIONAL INSUREDS: CITY OF PRIOR LAKE (OWNER) AND THE PROJECT ENGINEER C.S.RTJJ~ICA TE HOLDER CANCELLA TIQf'l Should Any Of The Above Described Policies Be Cancelled Before The Expiration Date Thereof, The Issuing Company Will Mail 30 Days CITY OF PRIOR LAKE Written Notice To The Certificate Holder Named To The Left. 16200 EAGLE CREEK AVENUE SE PRIOR LAKE MN 55372 -=a AUTHO~t'~AIIV1...J ~,-:_ r~cQ~ . ~ C1J ISSUE DATE (MM/DD/YY) Certificate No. 00036038 CERTIFICA'lh OF INSURANCE 08/20/97 PRODUCER COBB STRECKER DUNPHY & ZIMMERMANN, INC. 150 SO. 5th ST.,SUITE 2000 MINNEAPOLIS, MN 55402 This certificate is issued as a matter of infonnation only and confers no rights upon the certificate holder. This certificate does not amend, extend or alter the coverage afforded by the policies listed below. COMPANIES AFFORDING COVERAGE COMPANY LE 1 1 bR A TRANSCONTINENTAL INSURANCE CO. ROSEMOUNT MN 55068 COMPANY LEITER B COMPANY LE11bR C COMPANY LEll.bR D COMPANY LEllbR E TRANSCONTINENTAL INSURANCE CO. ~~ 4~ . CONTINENTAL CASUALTY COMPANY ~ 4 TRANSCONTINENTAL INSURANCE CO. <f9/ INSURED MCNAMARA CONTRACTING, INC. 500 1 160TH STREET WEST COVERAGES This is to certify that policies of insurance listed below have been issued to the insured named above for the policy period indicated. Notwithstanding any requirement, term or condition of any contract or other document with respect to which this certificate may be issued or may pertain, the insurance afforded by the policies described herein is subject to all the terms, exclusions, and conditions of such policies. Limits shown may have been reduced by paid claims. CO Type of Insurance LTR A GENERAL LIABILITY [ X ] Commercial General Liability [ ] Claims Made [ X ] Occurrence ] Owner's & Contractor's Prot. 121134300 ] Policy Number Policy Effective Policy Expiration Date (mrnIdd/vv', Date (mrnIdd/vv) Liabilitv Limits I 03/01/97 03/01/98 General Aggregate t'rooucts-comp/ups ~reRiate "PCfsonal & Advertlsmg Iniury bach UCcurrence tilre .L>ama~ (Any One Fire) Medical ~xpense (Anv One Person) $1,000,000.00 $1,000.000.00 $500.000.00 $500.000.00 $.00 $.00 B AUTOMOBILE LIABILITY [ X ] Any Auto [X] All Owned Autos (Priv Pass.) X ] All Owned Autos(Other) X ] Hired Autos [X] Non-Owned Autos 121134278 [ ] Garage Liability [ ] CSL 03/01/97 03/01/98 Bodily Injury Per Person Bodlly Injury Per Accident Property .JamiiP. $1.000.000.00 $.00 $.00 C EXCESS LIABILITY [X J Umbrella Form 121134295 [ ] Other Than Umbrella Form 03/01/97 03/01198 ,QO Each Aggregate Occurrence $5,000,000.00 $5,000,000.00 D WORKERS' COMPENSATION AND EMPLOYERS' LIABILITY 168516047 03/01197 03/01/98 StatutorY I ~lUU,UUU.UU (bach ACCident) $500,000.00 (Disease Policy Limit) $100,000.00 (Disease Each Employee) E OTHER DESCRIPTION OF OPERA TIONS/LOCA TIONS/VEHICLES/RESTRICTIONS/SPECIAL ITEMS 1997 STREET & UTILITY CONSTRUCTION OF PROJECT 97-02; FISH POINT ROAD, PROJECT 95-07 MUSHTOWN ROAD PROJECT 97-17 PIKE LAKE TRAIL ADDITIONAL INSUREDS: CITY OF PRIOR LAKE (OWNER) AND THE PROJECT ENGINEER CERTIFICATE HOLDER CANCELLATION Should Any Of The Above Described Policies Be Cancelled Before The Expiration Date Thereof, The Issuing Company Will Mail 30 Days Written Notice To The Certificate Holder Named To The Left. CITY OF PRIOR LAKE 16200 EAGLE CREEK AVENUE SE PRIOR LAKE MN 55372 AUTjORIZED REPRESENT ATI~ !-,Q...u;-yrH. ,~~ ...... <"._,.... Travelers Casualty & Surety Co. of Am. BID BOND APPROVED BY T~ AMERICAN INSTITUT~ OF ARCHI~~CTS A. I.A. DOcurmNT NO. A,-310 (l'.~H 1970 ED.) KNOW ALL MEN BY THESE PRESENTS, THAT WE Northdale Construction Company, Inc. 14450 Northdale Blvd Rogers, MN 55374 as Principal, hereinafter called the Principal, and the Travelers Casualty & Surety Co. of Am., a corporation duly organized under the laws of the State of Connecticut, with Administrative Offices at One Tower Square, Hartford, CT 06183, as Surety, hereinafter called the Surety, are held and firmly bound unto CITY OF PRIOR LAKE, MINNESOTA as Obligee, hereinafter called the Obligee, in the sum of Five Per Cent (5%) of Amount of Bid - for the payment of which sum well and truly to be made, the said Principal and the said Surety, bind ourselves, our heirs, executors, administrators, successors and assigns, joinUy and severally, firmly by these presents. WHEREAS, the Principal has submitted a bid for 1997 STREET AND UTILITY IMPROVEMENTS FOR THE CITY OF PRIOR LAKE, MN NOW, THEREFORE, if the Obligee shall accept the bid of the Principal and the Principal shall enter into a Contract with the Obligee in accordance with the terms of such bid, and give such bond or bonds as may be specified in the bidding or Contract Documents with good and sufficient surety for the faithful performance of such Contract and for the prompt payment of labor and material furnished in the prosecution thereof, or in the event of the failure of the Principal to enter such Contract and give such bond or bonds, if the Principal shall pay to the Obligee the difference not to exceed the penalty hereof between the amount specified in said bid and such larger amount for which the Obligee may in good faith contract with another party to perform the Work covered by said bid, then this obligation shall be null and void, otherwise to remain in full force and effect. Signed and sealed this August 4, 1997 No Seal Northdale Construction Comoanv, Inc. M 7. ~MA<7~ (Witness) (Principal) ;::::; . /,-- 7f67 ~j/ Travelers Casualty (Seal) ~4../'a- ~ ~ (Witness) _ " (Title) ~ & Surety Co. of Am. (Seal) pcl 42682 ADDENDUM NO. 1 TO THE PLANS, SPECIFICATIONS, AND BID PROPOSAL FOR 1997 STREET AND UTILITY CONSTRUCTION FOR THE CITY OF PRIOR LAKE'S. FOLLOWING PROJECTS; 1) S.A.P.201-105-06 Fish Point Road - From Cardinal Ridge Trail to Victoria Curve 2) Mushtown Road from Station 8+60 to Station 36+95 3) S.A.P.201-114-03 Pike Lake Trail- From County Road 42 to Knob Hill Development Dated May 1997 TO ALL BIDDERS: The above titled plans, specifications, and contract documents are hereby revised in accordance with the items set forth herein. Receipt of this addendum must be acknowledged by entering "Addendum No.1" in the space provided on page 5 of the Bid. This addendum to the plans and specifications is hereby made a part of the contract documents for the above-entitled project, to the same extent as though it were originally contained therein. All bidders are expected to thoroughly examine each item enumerated herein, regardless of its apparent application(s) and shall be held responsible for furnishing all labor and materials required in the division of the work that the items indicate. Items herein shall take precedence over any clauses, which they modify in the contract documents or portions of plans and specifications, which they modify or supplement. A. BID SCHEDULE Chan~e: The Bidder shall submit his/her bid on the revised Bid Schedule that is attached to this Addendum No.1. The 12"watermain on the bid schedules have been changed from Class 52 to Special Class 50 to reflect the Section 3400.2Al of the watermain General Requirement no PVC watermain is allowed. Add: The City of Prior Lake is planning to install a trunk storm sewer on Pike Lake Trail. This requires the pipe size increases as revised on the Bid Schedule 4.0 Pike Lake Trail (trunk storm sewer svstem ). The Contractor shall be required to utilize the revised bid schedules attached to Addendum No.1 to submit his bid, to ensure that the proper pipe sizes and quantities are bid. The storm sewer trunk system shall become a part of the base bid :fi)r the project. ADNI-800.810 Alternate 3.0 Pike Lake Trail (storm sewer) has been added to the revised bid schedule. This bid schedule is to be considered a alternative bid. This schedule reflects the original storm sewer system. This alternate bid is based upon the State Aid approval. The City reserves the right to select the storm sewer trunk system as bid on the revised schedule 4.0 or to select the original State Aid approved storm sewer on revised Alternate 3.0. The City will negotiate with the office of State Aid to determine State Aid participation based upon the percentage (%) of flow in the storm sewer system. All trunk storm sewer oversizing is considered to be No-State-Aid funded by the City; storm water management utility. The receipt of this Addendum No.1 shall also be acknowledged by the Contractor by entering "Addendum No.1, dated July 26, 1997, in Section 0 of the Agreement Form on Page 9." B. SPECIFICATIONS Section 2500 - Storm Draina~~ Specific Requirements shall be modified as outlined herein by Addendum No.1. ,2500.1 Description This work shall include the installation of 12" to 36" reinforced concrete pipe (RCP) drain pipe, aprons, catch basins, manholes, and sump manhole construction, and connection into existing systems as outlined in the revised plans, specifications, and bid schedules per Addendum No.1. Section 3400 Watermain Specifics 3400.2 All 12" larger Ductile --- Pipe shall meet the requirements of Special Class 50 as provided for a Section 34000.2.A10fthe General Requirements. PVC Watermain shall not be allowed. C. REVISED BID SCHEDULE The bid schedule in the original specifications manual shall be modified as outlined herein "Addendum No.1". The Contractor shall be required to submit his bid on the revised bid schedule that is attached to this Addendum No.1. The following modifications have been made to the bid schedule; i) Schedule 4.0 Pike Lake Trail (storrn sewer) has been revised to state "Schedule 4.0 Pike Lake Trail (trunk stonn sewer system)" and various size pipes have been added or deleted to match the revised plans for the trunk storm sewer system. This scheduled is a part of the base bid. ii) Alternate 3.0 Pike Lake Trail (Storm Sewer System) Alternative Bid has been added to the revised bid schedule. The bid schedule matches the original section 4.0 which is the State Aid approved storm se\ver system. ADNI-800.810 2 iii) Schedule 5.0 watermain has been IIlodified to require Class 50 for 12" and larger watermains. D. REVISED PLAN SHEETS Addendum No.1 has been prepared to provide for a trunk storm sewer system on Pike Lake Trail. The original plan sheets 2 of 13 and 6 of 13 have been revised to reflect the City's proposed trunk storm sewer. Enclosed with Addendum No.1 are plan sheets 2R of 13 and 6R of 13. The Bidders are advised to insert these revised plan sheets into their plans for Pike Lake Trail to reflect this Addendum No.1. i) Sheet 2R/13 - has been modified to reflect the trunk storm sewer system. These modifications include revisions in; pipe sizes, manhole sizes, estimated quantities per pipe size. ii) Sheet 6R/13 has been modified to reflect the trunk storm sewer system. These revisions begin with the proposed 21" stub out at station 6+05, ATMH3 and continue northward on Pike Lake Trail to County Road 42 (Station 0+70). The revisions also include the upsizing of the RCP between STMH5 and STMH6, including the apron with exits STMH6 to the East of Pike Lake Trail. The revisions related to large stVllU sewer trunk sizes to convey the addition storm water runoff being delivered by the new 21" stub, due to commercial development of the W ensman property to the west of Pike Lake Trail. The inserts, grades, and elevations of the storm sewer system have been revised per the final hydraulic design of the trunk system. iii) The Contractor should retain the original sheets 2/13 and 6/13 by marking them as alternate bid per schedule 4.1. I hereby certify that these Plans and Specifications were prepared by me or under my direct supervision and that I am duly registered Professional Engineer under laws of the State of Minnesota. iLl /d!~ Thomas J. KaIaUnski, P .E. Reg. No. 16798 7/U/r7 Date I ". Issue Date: July 26, 1997 ADNl-800.810 3 .REVISED BID SCHEDULE: ADDENDUM NO.1 FISHPOINT ROAD SAP 201-105-06 PIKE LAKE ROAD SAP 201-114-03 MUSHTOWN ROAD CITY OF PRIOR LAKE, MINNESOTA SCHEDULE 1.0 FISH POINT ROAD (STREET) 1 MOBILIZATION LS 1 I ~ SlY). (J) IO,~(1J 2 COMMON EXCAVATION CY 1105 JJ,'? -!:1.;/1&1 V.S- 3 SUBGRADE EXCAVATION CY 500 'I. ;J,C; d.I/J.~ /b , 4 TOPSOIL BORROW CY 1066 ~I fJ.f7 cL 3 -J. '1,51) 5 SUBGRADE PREPARATION RDSTA 12 Lf) 0, CD- :1. nl./n.(J) 6 GEOTEXTILE FABRIC TYPE V SY 1500 I . 3..C:; :1.. O~,5. ~ 7 AGGREGATE BASE, CLASS 5 TON 3850 1', q if ."'V .r/;{ 5. (j;) 8 3" MINUS 100% CRUSHED QUARRY LIMESTONE TON 930 ~. ~S '4!JJo t::; . ~ 9 TYPE 41A, 21/2" BITUMINOUS PATHWAY TON 300 3;). If) J/o?n IJf) 10 TYPE 41A, WEAR COURSE MIXTURE TON 700 810 9/0 . ~~. tJQ... 11 TYPE 31B, BASE COURSE MIXTURE TON 1410 ;"6. (0 1 ~;;o~ 12 BITUMINOUS MATERIAL FOR TACK COAT GAL 220 J. D1 2.3 <". t.lfL 13 ADJUST GATE VALVE EA 4 l) 6-. (i) 5ty! . IX;) 14 ADJUST FRAME AND RING CASTING EA 8 ISO.el) 1,:1m.oJ 15 4" CONCRETE WALK SF 5786 I. q I 11 n51. dIP L/ . :18 , 16 CONCRETE CROSSWALK SPECIAL SF 360 ~ /i lf1l......ID 17 CONCRETE CURB & GlJ II t:R, B618 LF 4600 I Q, 3/ ,1~ I 0 A W . tl> 18 CONCRETE PEDESTRIAN RAMP EA 8 ,q ~. {,p() ~.~ l/ () >lb 19 CONCRETE TRIANGULAR VALLEY GUTIER SF 150 5.,~~ ~l) 20 CONCRETE VALLEY GUTTER LF 75 J&,D.~ I, :1D3.15- 21 PERMANENT BARRICADE EA 2 4!1:J. . ~s .54,5, IJ () 22 PAVEMENT STRIPING, 4" EQUIV. WIDTH LF 5000 . LIIJ ~13Sb.r.v 23 FURNISH & INSTALL SIGN PANELS, TYPE C SF 102 a3 , 0 I d, .~ 41) ,/)d. 24 BALE CHECK EA 30 ~. 00 ~.<~. Q) 25 SILT FENCE, HEAVY DUTY LF 525 ~~ J I L/q lrJ.,1,<, 26 CATCH BASIN SEDIMENT BARRIER EA 17 51 (tJ 1..k$ . (l) 27 DUST CONTROL WATER MGAL 60 J'1.lIJ , . 01.1J . /'I, 28 SEED MIXTURE 500 AC 1.1 J,b/(. &() ;J..J~I).11~ 29 SODDING, LAWN & BOULEVARD SY 2350 ~ Li: 5J$.,~ 30 WOOD FIBER BLANKET TYPE REGULAR SY 1825 ~~ ~'<1 ()~. ~1) , 31 TRAFFIC CONTROL LS 1 , . ,5" ()f) . (j) I J S'(){) tD , 32 SUBGRADE DENSITY TEST, INPLACE EA 2 (oq. S:L '3(1. (0 33 CLASS 5 GRADATION TEST EA 2 3'1.45 1 J./. q <1- 34 CLASS 5 PROCTOR TEST EA 1 Q(J,Q5 90, qS- 35 CLASS 5 DENSITY TEST, INPLACE EA 3 3f). Li5' 1/ A..:D 36 CONCRETE TESTING EA 9 I~S. ~O -1-; LJq:;.. Ub 37 BITUMINOUS AIR VOID TEST EA 6 It'1.l}o "/0/ (J . J.o 38 BITUMINOUS CORE DENSITY TEST EA 6 W. f}5" ~ -D -~ T SCHEDULE 1.0 FISH POINT ROAD (STREET) - TOTAl :)64 921. q!f - , O:\PROJ\ADDEN 1 02074 5A SCHEDULE 2.0 FISH POINT ROAD (STORM SEWER) 1L-JDIJ. &L 1 12" RC PIPE SEWER DESIGN 3006 CLASS V LF 480 ~4_3q 2 15" RC PIPE SEWER DESIGN 3006 CLASS V LF 870 .:.25. 1..1) ~:J ' ~c;!3. if) 3 18" RC PIPE SEWER DESIGN 3006 CLASS III LF 70 J!) . if.LL - , ;' q -:1:;. . ~ 4 4" PERFORATED THERMOPLASTIC PIPE DRAIN LF 200 lj. ~ ~ . J3tJ. (J) 5 CONNECT TO EXISTING MANHOLE EA 1 flEO. I.1L IJ.~ ' d) 6 CONNECT TO EXISTING PIPE EA 1 LRSO.l"h ~tD 7 CONST DRAINAGE STRUCTURE, DESIGN 48-4020 EA 9 -L-312~ dn Id . .~ '75'.11) . , 8 CONST DRAINAGE STRUCTURE, DESIGN SPECIAL EA 9 -1,. ,~~. d) / I, ~(5D. m ,/ 9 SUBGRADEPROCTOR EA 1 15. tD 1er_ aL 10 SUBGRADE DENSITY - INPLACE EA 8 lf5 tD 3&'0. tJ;J T SCHEDULE 2.0 FISH POINT ROAD (STORM SEWER) - TOTAL. te3j 1QS. l./(L SCHEDULE 3.0 PIKE LAKE TRAIL (STREET) 1 MOBILIZATION LS 1 if} :fm, cD jtJ,5/)/J.O) 2 CLEARING AC 0.9 ~ ',5 Of), aJ .-1' :2~O. cf) 3 GRUBBING AC 0.9 ~.500,CD ~: -~i)O. OL. .. ~ 4 CLEARING EA 28 I f}5 (y) ~.ClJ 5 GRUBBING EA 28 10f). (J) !J., ~:>n. a> 6 SALVAGE AND REINSTALL CMP LF 30 15. S () 4 iR__cJ ~ 7 REMOVE BITUMINOUS SURFACE SY 280 ~.Sb 1 00. ,,)") 8 COMMON EXCAVATION CY 4960 '-f . ,:J. S' -2..1, ()~D'QL 9 SUBGRADE EXCA VA TION CY 500 4.5/) 2} ~;l,~.Q) 10 SALVAGE TOPSOIL RESPREAD CY 1080 Lt~9J '-/ 'KltJO.('1) 11 MODIFIED SELECT GRANULAR BORROW CY 1920 O,c.J3 .~i: U/),(b 12 GEOTEXTILE FABRIC TYPE V SY 1500 !. ~S -;); 6), f), UJ 13 AGGREGATE BASE, CLASS 5 TON 4075 7~~ 3"'- _ ,~~1.;?~-- 14 3" MINUS 100% CRUSHED QUARRY LIMESTONE TON 930 >?5,~ '~~3 .Lto 15 3" BITUMINOUS DRIVEWAY RESTORATION SY 85 Sb.~q 41~1LJ IRS- 16 TYPE 41A, WEARING COURSE MIXTURE TON 550 ;), V . CfJ.L I i.j I 3J.~.lt) 17 TYPE 31 B, BASE COURSE MIXTURE TON 900 d.S. & 'K d3 ,/ f.:J. . elL 18 BIT. MATERIAL FOR TACK COAT GAL 230 . I. 01 ;)l./("Jh 19 MODULAR BLOCK RETAINING WALL SF 6000 I~ . (},<) 8.3 J leo. U) 20 ADUST FRAME AND RING CASTING EA 3 1:;2) . (1"> 4 Sb . c12.. 21 4" CONCRETE WALK SF 6400 /.97 ~ I lo(')& .ffi 22 CONCRETE CURB AND GUTTER, DESIGN B618 LF 2700 (0 42 J/), 3~ 23 CONCRETE DRIVEWAY PAVEMENT SY 30 d,f-&L 5/le{p. ?D 24 CONCRETE PEDESTRIAN RAMP EA 2 Iff)).. . &-0 3!<S. k> 25 TRAFFIC BARRIER DESIGN A8307 LF 570 t3 . '-/6 '1, U (\.3 .uo , 26 FURNISH & INSTALL SIGN PANELS. TYPE C SF 103 d3.DI ~ , 3?o. Q ~ . 27 SILT FENCE, HEA W DUTY IF 1200 Q .XS- 3 I 4).D. f.1l. 28 CATCH BASIN SEDIMENT BARRIER EA 13 l{)". t5D 5' Ks-. ct> 29 WOOD FIBER BLANKET SY 50 ,,~. I L( /D 1.01) 30 SEED MIXTURE 500 AC 1 ~:J2JJ . '-<<L ~Oll . I~/) 31 SODDING, LAWN & BOULEVARD SY 1600 l.eLL ~n81 ctL O:\PROJ\ADDEN 1 02074 5B 32 DUST CONTROL WATER MGAL 35 /7. r9J 515-. (J) 33 PAVEMENT STRIPING, 4" EQUIV. WIDTH LF 6225 . 4!J --2,3/J~. 1tJ 34 TRAFFIC CONTROL LS 1 ~ . ctl -!:!. gJO. tJ) 35 CLASS 5 GRADATION TEST EA 2 fy 9. 5<::; i.::8..J 0 36 CLASS 5 PROCTOR TEST EA 1 CfD. q,~ . 'i..P.95 37 CLASS 5 DENSITY- INPLACE EA 3 31.Ll.e)' J / ~ . ~3,~ 38 CONCRETE TESTING EA 4 / IL 5. 35"" IR & 3 . f./ /) 39 BITUMINOUS AIR VOIDS EA 6 W . 1JL.. '1()(c. ~ 40 BITUMINOUS CORE DENSITY EA 6 / 6:~. 1t)' ~().1 _ ..~ 41 SUBGRADE DENSITY-INPLACE EA 4 37.4.c) I Lie; . XL T SCHEDULE 3.0 PIKE LAKE TRAIL (STREET) - TOTAL SCHEDULE 4.0 PIKE LAKE TRAIL (TRUNK STORM SEWER) 1 4" PERFORATED THERMOPLASTIC PIPE DRAIN LF 2 RANDOM RIP RAP CLASS III CY 3 CONSTRUCT DRAINAGE STRUCTURE, DESIGN 48-4020 EA 4 CONSTRUCT DRAINAGE STRUCTURE, DESIGN 60-4020 EA 5 CONSTRUCT DRAINAGE STRUCTURE, DESIGN 84-4020 (SUMP) EA 6 CONSTRUCT DRAINAGE STRUCTURE, DESIGN SPECIAL EA 7 CONNECT TO EXISTING STORM SEWER MANHOLE EA 8 12" RC PIPE SEWER, DESIGN 3006 CLASS V LF 9 15" RC PIPE SEWER, DESIGN 3006 CLASS V LF 10 18" RC PIPE SEWER, DESIGN 3006 CLASS III LF 11 21" RC PIPE SEWER, DESIGN 3006 CLASS III LF 12 24" RC PIPE SEWER, DESIGN 3006 CLASS III LF 13 27" RC PIPE SEWER. DESIGN 3006 CLASS III LF 14 36" RC PIPE SEWER, DESIGN 3006 CLASS III LF 15 36" RC PIPE APRON EA 16 SUBGRADE PROCTOR EA 17 SUBGRADE DENSITY - INPLACE EA 18 PIPE FOUNDATION MATERIAL CY T SCHEDULE 4.0 PIKE LAKE TRAIL (STORM SEWER) - TOTAL SCHEDULE 5.0 PIKE LAKE TRAIL (WATERMAIN) 1 CONNECT TO EXISTING WATERMAIN 2 HYDRANT WITH 6" VALVE 3 6" GATE VALVE 4 8" GATE VALVE 5 10" GATE VALVE 6 12" BUTTERFLY VALVE 7 6" DIP WATERMAIN, CLASS 52 8 8" DIP WATERMAIN, CLASS 52 9 10" DIP WATERMAIN, CLASS 52 10 12" DIP WATERMAIN, CLASS 50 11 FITTINGS EA EA EA EA EA EA LF LF LF LF LBS O:\PROJ\ADDEN 1 02074 5C 360 8.5 2 3 1 8 1 127 292 552 122 255 184 150 1 1 8 50 2 5 1 1 1 2 163 48 773 553 3150 II. {I/~ ;;g.~ I.J'1~ (<1) -'~ Cf?S. (h Lf., .3 '75t /'J) ~c:lJ . QL ?0 . ($) ;:)L('f~J? j~. 'l() ,1, 1, L/ U ;(q q~ 3j,~i.t :~X.~ ,)/Q .31L Q74. '6JL 7:; :(1) Lfs · a> 1& .1<::) 7So . a> J, 8t,J .'X '- , (.1"7/, L/ c.f &1f., q, gX/_/JLI 8 7f\ . / () a!lD /8.9, ~o. ~~ ;),~ c- I '.~ i 30lc ,;1.18.58 , LI, / 9L{. (1) 'sCfn. '7S- ::J 1.9>. en -0,J~ ~~ .EL ID. (}{)()..Cb , /,<)0. C>> .~ ,D9/p. /l/a , ?S$.l{Q. 1<. /51. L/(p -3 I {g,5). 'I.k ~F~~/_~ '41.1 "l.J.JL J.'-t2/,& , cr14.l1111 7s.{J?) 3/po. ()) 831. .5]) M.Cf1j .5/ I - I / S{)() _ (1) 9 I q (1 . oS' , 4.2J . <<I'L 13&/ .51> >??J/.lil -It 1~5~ #6 ~J DS, tD 9/D.c::;{ 'L 1!"ILfO. ~a.t. .Jj3V.D1.. 4.341 (J) .~r~ 7~~ ' cJ) 45.0) JLR . Fs 12 SUBGRADE PROCTOR 13 SUBGRADE DENSITY -INPLACE 14 PIPE FOUNDATION MATERIAL EA EA CY SCHEDULE 5.0 PIKE LAKE TRAIL (WATERMAIN) - TOTAL SCHEDULE 6.0 PIKE LAKE TRAIL (SANITARY SEWER) 1 8" PVC SEWER SDR 35 (10-12') DEEP LF 2 4" PVC PIPE SEWER LF 3 8"X4" PVC WYE EA 4 CONNECT TO EXISTING SANITARY SEWER MANHOLE EA 5 48" DIAMETER SANITARY MANHOLE EA 6 SUBGRADE PROCTOR EA 7 SUBGRADE DENSITY - INPLACE EA 8 PIPE FOUNDATION MATERIAL CY T SCHEDULE 6.0 PIKE LAKE TRAIL (SANITARY SEWER) - TOTAL SCHEDULE 7.0 MUSHTOWN ROAD (STREET) 1 MOBILIZATION 2 CLEARING 3 GRUBBING 4 CLEARING 5 GRUBBING 6 COMMON EXCAVATION 7 SUBGRADE EXCAVATION 8 SALVAGE TOPSOIL AND RESPREAD 9 GEOTEXTILE FABRIC TYPE V 10 MODIFIED SELECT GRANULAR BORROW 11 AGGREGATE BASE, CLASS 5 12 3" MINUS 100% CRUSHED QUARRY LIMESTONE 13 TYPE 41A, WEAR COURSE MIXTURE 14 TYPE 31B, BASE COURSE MIXTURE 15 BITUMINOUS MATERIAL FOR TACK COAT 16 TYPE 41A, 2 1/2" BITUMINOUS PATHWAY 17 BITUMINOUS DRIVEWAY 18 ADJUST HYDRANT 19 ADJUST FRAME AND RING CASTING 20 CONCRETE CURB & GUTTER, B618 21 CONCRETE VALLEY GUTTER 22 SILT FENCE, HEAVY DUTY 23 BALE CHECK 24 CATCH BASIN SEDIMENT BARRIER 25 SODDING, LAWN & BOULEVARD 26 SEEDING MIXTURE 500 27 SEEDING MIXTURE 250 28 WOOD FIBER BLANKET LS AC AC EA EA CY CY CY SY CY TON TON TON TON GAL TON SY EA EA LF SF _ LF EA EA SY AC AC SY O:\PROJ\ADDEN 1 02074 50 1 10 50 427 40 1 3 2 1 2 50 1 1 1 1 1 9037 650 2775 1950 3530 3425 1210 650 1025 340 150 45 2 1 4630 500 1100 30 11 10300 1.6 0.4 1600 d~.~ ~ .r)[) L/7. ?S- ? t:lJ . (}j) I, 10 7<:; (J') '/c:;-, dJ_ t../c;- . ()7) /& . f?_S" J/), 5'ITJ. fX:L ~.(.n d : A.,-~?> . ()() L15 . 07.L (J..c; . Gh.. q,d.,~ ~I . ?~} '-( . S1:L 1.3~ /1. L{q ~. ~.3,~ alR.9I.P rl,<) .lo j 1.f)1 J). . / () 7.41 ,5SD.~ /9:J t..LlL (P.31 Lf.~o d .xS- 8.8) .$:> . 6l> ,. q3 2) 0 lLJ pO ,~,:J.'J. I./~() J .14 7:; , C/) LIS?> .Q) ~ l.j ). .S?J .53, ~ ~f) , ;;{1 / 10, b34..2J '-13 () f1J Lt ? 7S- d.~,c.0 . ~ I ,-3S() . (/) ?5 . C/) Cf Qd7> ~.~ / ?,JlL1. /)5:- It) sZ1J. f1) / ~.d..9.C/) ; !l j d.. c::[) . Vo rJ <;, (f!) "/),5'. (j) M.J LfD?i...~ 1~~,~1. ~ B. , Lf81, CZ2 -'~'~ '. <;{) '-/'4, n(jq .1)0 ~ f) .3(p.<;,.1s... J4ffi,~ <iD J 1. 5d. L/ ,tb do /~ J JtJ.:1. L1J ?/13. tY1> 4. "'/5. (/) ~,3 7. Ds:... -7Do . rjJ / ,~ . eX) ;).q J~/S,.2L ~tfJ:) ~.L/'Io.(. 3 J 135.(J) 'tflSS. d) ., ~<Q), (j) (i.&71 (Y) 3: ~/3. SlJL -R OM. ~t.{ .3 . l{rJ.'f. Ch , 29 DUST CONTROL WATER 30 TRAFFIC CONTROL 31 SUBGRADE DENSITY TEST. INPLACE 32 CLASS 5 GRADATION TEST 33 CLASS 5 PROCTOR TEST 34 CLASS 5 DENSITY TEST, INPLACE 35 CONCRETE TESTING 36 BITUMINOUS AIR VOID TEST 37 BITUMINOUS CORE DENSITY TEST T SCHEDULE 7.0 MUSHTOWN ROAD (STREET) - TOTAL SCHEDULE 8.0 MUSHTOWN ROAD (STORM SEWER) 1 12" RCP CLASS V 2 15" RCP CLASS V 3 18" RCP CLASS III 4 24" RCP CLASS III 5 4" PERFORATED THERMOPLASTIC PIPE DRAIN 6 STORM MANHOLE 48" DIA 7 STORM MANHOLE 48" DIA WITH 3' SUMP 8 STORM MANHOLE 60" DIA WITH 3' SUMP 9 CATCH BASIN 10 18" RCP APRON 11 24" RCP APRON 12 RIPRAP CLASS III 13 SUBGRADE PROCTOR 14 SUBGRADE DENSITY - INPLACE 15 PIPE FOUNDATION MATERIAL T SCHEDULE 8.0 MUSHTOWN ROAD (STORM SEWER) - TOTAL TOTAL CONSTRUCTION COST SCHEDULE 1.0 FISH POINT ROAD (STREET) SCHEDULE 2.0 FISH POINT ROAD (STORM SEWER) SCHEDULE 3.0 PIKE LAKE TRAIL (STREET) SCHEDULE 4.0 PIKE LAKE TRAIL (TRUNK STORM SEWER) SCHEDULE 5.0 PIKE LAKE TRAIL (WATERMAIN) SCHEDULE 6.0 PIKE LAKE TRAIL (SANITARY SEWER) SCHEDULE 7.0 MUSHTOWN ROAD (STREET) SCHEDULE 8.0 MUSHTOWN ROAD (STORM SEWER) TOTAL CONSTRUCTION COST ALTERNATE 1.0 MUSHTOWN ROAD (STREET) 1 MOBILIZATION 2 CLEARING 3 GRUBBING O:\PROJ\ADDEN 1 02074 MGAL LS EA EA EA EA EA EA EA LF LF LF LF LF EA EA EA EA EA EA TON EA EA CY LS AC AC 5E 293 28 159 44 . 1670 2 1 1 7 1 1 15 1 5 100 60 1 4 2 1 4 5 5 5 II. cD ->> ~<)D..() - cD ,~1. l..{~ iRe, . S:S Q,j). 9~ 51.4S /uS_~ j (1 . 70 I.,.~ . 15 I, 0;)0. w / R. <S()(). a:L i Ljq. 80- /3 f.1....J D q() . qS / 'I!lJ7J o;l.~~ ,S~g .o() ~t.a8 . 1:) ~11-1~1.~ ~4-38 'l 143.31 a.s. ? 0 1.19 _ It fJ ~ 1. '-I..1L '1.. ~u I.L1.Y- 3 ~ .f)9 --1.t '-/41)lL q . XS -Lid '-/1./ 9 ::P --L-J 15. ()l) ~J'"1Sb. aL I . SA<)" dL -1_, S!1 ~ . cf!J ;? J 3 ?5,C>fJ ~: ~'?5. a; , t 'J.. 15.~ .~ --L5A ). ll.L ,S""A, }. It:L S;J<) . c1) <<f$'. ("j) . 2~? s- D.L .1R <() '-~ 11..c:;b 7,): en /}5. C1L- 4$. on f)~$'. (J) I&.~) I Ji8S.t.JL '-19, 383. ,/} if ;)OL/ . q)'J 9 4.{ &J. 7,,. .40 Jo~_ju Ht:)X ~6qJ.5L ~~.;:)..1 11 J II~q - 1<) -ZLJ J 1Xl...~ Lfi J .3 ~J .;) "_ --4-0~<) 1;d08- Of 1 0.1 0.1 7. ~ (j). CD 5Dw. n-, C;--, ('in') _ en , 1, S-CV.aL Soo .tV 5()/) m 4 COMMON EXCAVATION CY 1000 5 SUBGRADE EXCAVATION CY 125 6 SALVAGE AND TOPSOIL RESPREAD CY 200 7 GEOTEXTILE FABRIC TYPE V CY 300 8 MODIFIED SELECT GRANULAR BORROW CY 680 9 AGGREGATE BASE, CLASS 5 TON 700 10 3" MINUS 100% CRUSHED QUARRY LIMESTONE CY 100 11 TYPE 41A, WEAR COURSE MIXTURE TON 130 12 TYPE 31 B, BASE COURSE MIXTURE TON 200 13 BITUMINOUS MATERIAL FOR TACK COAT GAL 67 14 TYPE 41A 21/2" BITUMINOUS PATH TON 45 15 CONCRETE CURB & GUTfER, B618 LF 835 16 BALE CHECK EA 10 17 CATCH BASIN SEDIMENT BARRIER EA 4 18 SILT FENCE, HEAVY DUTY LF 100 19 SODDING, LAWN & BOULEVARD SY 320 20 SEEDING MIXTURE 500 AC 0.2 21 SEEDING MIXTURE 250 AC 0.2 22 WOOD FIBER BLANKET SY 450 23 OUST CONTROL WATER MGAL 15 24 TRAFFIC CONTROL LS 1 25 SUBGRADE DENSITY TEST, INPLACE EA 1 26 CLASS 5 GRADATION TEST EA 1 27 CLASS 5 PROCTOR TEST EA 1 28 CLASS 5 DENSITY TEST, INPLACE EA 1 29 CONCRETE TESTING EA 1 30 BITUMINOUS AIR VOID TEST EA 1 31 BITUMINOUS CORE DENSITY TEST EA 1 T ALTERNATE 1.0 MUSHTOWN ROAD (STREET) - TOTAL ALTERNATE 2.0 MUSHTOWN ROAD (STORM SEWER) 1 12" RCP CLASS V 2 15" RCP CLASS V 3 18" RCP CLASS III 4 4" PERFORATED THERMOPLASTIC PIPE DRAIN 5 STORM MANHOLE 48" DIA 6 CATCH BASIN 7 SUBGRADE PROCTOR 8 SUBGRADE DENSITY - INPLACE LF LF LF LF EA EA EA EA 12 38 148 150 1 3 1 4 T ALTERNATE 2.0 MUSHTOWN ROAD (STORM SEWER) - TOTAL ALIERNATE 3_0 PIKE LAKE TRAIL(STORM SEWER\ 1 4" PERFORATED THERMPLASTIC PIPE DRAIN 2 RANDOM RIP RIP CLASS III 3 CONSTRUCT DRAINAGE STRUCTURE, DESIGN 48-4020 LF CY EA 360 8.5 4 O:\PROJ\ADDEN 1 02074 5F 54~ S.S:J 4 . ,<;/) i . 3S- r;J . '29 .~. ..9> X. IS- d~ . (fl <L1. (-'\) I. (') 1 31 . (f) 7.4Q ?f.5:/) $'o.w ,~ 4J~ . ? I 937. Iffi . <,~. ~ I . &-0 , . d .&-X' ()6 , oD ~150.CFJ .11.4S- & cr .<)5- YO. c;s- 37.45"' / (.R~. t>~ V7. ?i:L 1.~1, . 7S- .~,~,{gy ;)1. ()( ,~ f< . 7J-, II . wS- ~(1:> .QL /..,. ~?$. rtl 85.w 'SS- I c5D II. &S' 73.~ W"7S,QlL _-t). ~ ..<0. QL 'j()31.~ 9 (D. ()) l..{ OJ. ()) ~/ ItR1..2a ~ 9SJ. CD - I R 1)5~ Q) c~:J5~.1(L ,~L/. CD -1 J . /.Lq /. L/lICI. ~ f.2 J .'J Sl/ .lS- , ,3$. c..O f)co . (J) 350.0/) L: S if J . L/fl 787.5.;- /, ()l./L/. J? -L t:P. Q/ () . OJ- 300. Cb I, '},<;'O . it> . , .31.LJc; ~C(. 5-~"f C;{).~ .31. tiS Lb.~. 8S U;. 'If) 13317, 5~. ,J./~.lt3 300.~8 I J OJ", .~ ~,J ~lo . ''(3 1/ 747. ~ II t./aJ. (0 ,J/i 15 .~ . RS.6D ~() . en r "i. ()/ 8 ,& '-t- I 4, 19i. d) ~t?!i?~. rfr~ ~ 5,Sln. cb 4 CONSTRUCT DRAINAGE STRUCTURE, DESIGN 60-4020 EA 5 CONSTRUCT DRAINAGE STRUCTURE, DESIGN 72-4020 (SUMP) EA 6 CONSTRUCT DRAINAGE STRUCTURE, DESIGN SPECIAL EA 7 CONNECT TO EXISTING STORM SEWER MANHOLE EA 8 12" RC PIPE SEWER, DESIGN 3006 CLASS V LF 9 15" RC PIPE SEWER, DESIGN 3006 CLASS V LF 10 18" RC PIPE SEWER, DESIGN 3006 CLASS III LF 11 21" RC PIPE SEWER, DESIGN 3006 CLASS III LF 12 30" RC PIPE SEWER, DESIGN 3006 CLASS III LF 13 30" RC PIPE APRON EA 14 SUBGRADE PROCTOR EA 15 SUBGRADE DENSITY -INPLACE EA 16 PIPE FOUNDATION MATERIAL CY 1 1 8 1 127 292 552 439 150 1 1 8 50 T ALTERNATE 3.0 PIKE LAKE TRAIL (STORM SEWER)-TOTAL TOTAL CONSTRUCTION COST FOR ALTERNATE ALTERNATE 1.0 MUSHTOWN ROAD (STREET) ALTERNATE 2.0 MUSHTOWN ROAD (STORM SEWER) ALTERNATE 3.0 PIKE LAKE TRAIL (STORM SEWER) TOTAL RESPE. c. T..~. ~-~::rJ-_SU lTTED: ~- '/ - ~ j"" .,;/,./ /// /'1 SIGNATUr !r ~ c, fA el!l:r TITLE 4 I - 00 I} [Q.<S7 I LICENSE NUMBER (SEAL -IF BID IS BY A CORPORATION) -~; Q- ,)(+ ATTEST A~*l ,M~~~~- ~~~ ;j6~ O:\PROJ\ADDEN 1 02074 5G J.975.0) '~\.Z2s. Q) ~ ) 'cA 15.. 0) 7 <;'Q.Jf) dL/ __~"8 d..C}.1D- :11_ '-IlL f ~.o _ d.. t./ 43 - '-ilL 7??~ &S.(j) Ss-. (i) / UJ:> JJ 7 ~Jl) 3,:;' 7), rJ"J .LO, #aJ.UL 15'0.0) , '? 6~~ . 2.lL I), SD4.lfQ.. J{, 1..51,9 J... -1.'3 ~1.').6t.2 &'1 :er/9. Cl.L 771 .~7 l>S. OJ 440.(}{) 8l/)..~~ 14 ;}'Ib. 11L , 5' ~;J:}. ,1rl r L~} 0/ ($. &L/ "?YJ ()Jlt. 7~ 14.~ ,~o~ . oX I A)DI'~ t..-G. )e.- (\eilS!r( 1 ('I J-~ lJ?:1 ~ COMPANY -! Lt.!:i$J A.2^T~ f2.~" '~'.' O1D r;SJ?t/ ~ IL r r. 4! ICjq~? ~ 1~/;J.,'-faJr l/O&J> PHONE NUMBER k/~- Lf~~.- tj991 FAX NUMBER TI AMERICAN INSTITUTE (, _ ARCHITEL 15 .. I AlA Document .A310 Bid Bond KNOW ALL MEN BY THESE PRESEN t,:), . MCNAMARA CONTRACTING, INC. . cH~ imM "'" IMIM Ind , !. t ." 01 I. lid~ 01 Contnaort 5001 160th Street West, Rosemount, MN 55068 as Principal, hereinafter called the Principal, and NATIONAL FIRE INSURANCE COMPANY OF HARTFORD 222 South 9 th S treet (H~ imert iuD ftUIIC and ad:, -'. Of JepI ride of Sutety) Minneapolis, MN 55402 a corporation duly organized under the laws of the State of Connecticut as Surety, hereinafter called the Surety, are held and firmly bound unto O'ie~ ift~ bill nl'm~ Inoi i1ddress or I~.., tide of Ownerl City of Prior Lake, MN as Obligee, hereinafter called the Obligee, in the sum of Five Percent ( 5% ) of Amount Bid . O.,Uars ($ 5% of Bid ), for the payment of which sum weJl and truly to be made, the said Principal and the said Surety, bind ourselves, our heirs, executors, administrators, successOrs and assigns, joindy and severally, firmly by these presents. W HER EAS, the Prindpal has submitted a bid for (Here illSl!lt full name. ~dcftess met descripcion 01 projeaJ 1997 Street and Utility Improvements in the .City of Prior Lake City Project Nos.: 97-02, 95-07, and 97-17 NO \V. THE REF 0 R E. if the Obligee sh.111 ~CCegt the bit'! of thI'! Prindoal ~nd rhl! Princio~l sh~n enter into ~ Contract with rhp. Ohligee in ;1ccord.:ance with th~ t~5 of such birl, ~nd give sl.lch bond or bonds :u m~y be so~fi'!d in the bidding or Contract OOCllm~nts with good ~nd slfifici.-n: surety for the faithful oeriorm~nce oi such Contnct ~nd for the prompt p~ym!"nt of lannr ..nd m..reri,,' fllmi~h~ in .the oroS<eOJtinn th...~f. or in the ~t of thp. faii'Jre of the Princip~1 to enter such Contract and give such bond or bonds. if t~ Princin-1i SMU oay to the Ohligee the diffp.renc~ not to exceed the penalty hereof b~rwe~n the amount soecified in ~jd bid ;and such br~er ~mnunt for which the Obligee m~y in ~ ~ith contract with 3norhp.r carty to ceriorm the Woric ccwp.red by ~jd bid. then this oblinrion sh~U be null and void. o~rw1se to remain in full forc~ and effect. . Signed and sealed this 4th day of August 19 97 /f~~ ? ~vx1-~ \. (Wic/1f!<sJ ~CNAMARA CONTRACTING, INC. ,,(PrinciD~J (Seal) ~~~ Kevin McNamara (Tid~J President NATIOrl~IRE INSY~~ANY OF HARTFORD J J \ 1) (~ure (Sea.l) ~\.--t)1 \.J'-. D~nald R. Olson (Tide) Attorney-in-Fact A~ ). LJ~~t (Witnes1J AlA OOCUMF.NT AJ10 . 810 aONO . AlA t1!) . FnRUARY 19iO EO . THE ~E;t1CA'" INSTITUiE OF ARCHlTECiS. 1iJS N.'f. AVE.. N.W.. W".SH!NC7C~. O. C. :0006 1 WARNll"IC; Untic-!:"$~ onct~o~ng vlol'u~ u.s. c=:r:mgn~ I~ ar.d :$ s\;Olec: :0 1e-;31 e:-:~ec..;~~n. )\,)'- it' ADDENDUM NO. 1 TO THE PLANS, SPECIFICATIONS, AND BID PROPOSAL FOR 1997 STREET AND UTILITY CONSTRUCTION FOR THE CITY OF PRIOR LAKE'S FOLLOWING PROJECTS; 1) S.A.P.201-105-06 Fish Point Road - From Cardinal Ridge Trail to Victoria Curve 2) Mushtown Road from Station 8+60 to Station 36+95 3) S.A.P.201-114-03 Pike Lake Trail- From County Road 42 to Knob Hill Development Dat~~d May 1997 TO ALL BIDDERS: The above titled plans, spt:cifications, and contract documents are hereby revised in accordance with the items set forth herein. Receipt of this addendum must be acknowledged by entering "Addendum No.1" in the space provided on page 5 of the Bid. This addendum to the plans and specifications is hereby made a part of the contract documents for the above-entitled project, to the same extent as though it were originally contained therein. All bidders are expected to thoroughly examine each item enumerated herein, regardless of its apparent application(s) and shall be held responsible for furnishing all labor and materials required in the division of the work that the items indicate. Items herein shall take precedence over any clauses, which they modify in the contract documents or portions of plans and specifications, which they modify or supplement. A. BID SCHEDULE ChanQe: The Bidder shall submit his/her bid on the revised Bid Schedule that is attached to this Addendum No. I. The 12"watermain on the bid schedules have been changed from Class 52 to Special Class 50 to reflect the Section 3400.2AI of the watermain General Requirement no PVC watermain is allowed. Add: The City of Prior Lake is planning to install a trunk storm sewer on Pike Lake Trail. This requires the pipe size increases as revised on the Bid Schedule 4.0 Pike Lake Trail (trunk storm sewer svstem). The Contractor shall be required to utilize the revised bid schedules attached to Addendum No.1 to submit his bid, to ensure that the proper pipe sizes and quantities are bid. The storm sewer trunk system shall become a part of the base bid for the project. ADNI-800.810 Alternate 3.0 Pike Lake Trail (storm sewer) has been added to the revised bid schedule. This bid schedule is to be considered a alternative bid. This schedule reflects the original stonn sewer system. This alternate bid is based upon the State Aid approval. The City reserves the right to select the storm sewer trunk system as bid on the revised schedule 4.0 or to select the original State Aid approved storm sewer on revised Alternate 3.0. The City will negotiate with the office of State Aid to determine State Aid participation based upon the percentage (%) of flow in the storm sewer system. All trunk storm sewer oversizing is considered to be No-State-Aid funded by the City; storm water management utility. The receipt of this Addendum No. 1 shall also be acknowledged by the Contractor by entering "Addendum No.1, dated July 26, 1997, in Section 0 of the Agreement Form on Page 9." B. SPECIFICATIONS Section 2500 - Storm Draina1le Specific Requirements shall be modified as outlined herein by Addendum No.1. 2500.1 Descriotion This work shall include the installation of 12" to 36" reinforced concrete pipe (Rep) drain pipe, aprons, catch basins, manholes, and sump manhole construction, and connection into existing systems as outlined in the revised plans, specifications, and bid schedules per Addendum No.1. Section 3400 Watermain Specifics 3400.2 All 12" larger Ductile --- Pipe shall meet the requirements of Special Class 50 as provided for a Section 34000.2.A1ofthe General Requirements. PVC Watermain shall not be allowed. c. H.EVISED BID SCHEDULE The bid schedule in the original specifications manual shall be modified as outlined herein "Addendum No.1". The Contractor shall be required to submit his bid on the revised bid schedule that is attached to this Addendum No. 1. The following modifications have been made to the bid schedule; i) Schedule 4.0 Pike Lake Trail (storm sewer) has been revised to state "Schedule 4.0 Pike Lake Trail (trunk storm sewer system)" and various size pipes have been added or deleted to match the revised plans for the trunk storm sewer system. This scheduled is a part of the base bid. ii) Alternate 3.0 Pike Lake Trail (Storm Sewer System) Alternative Bid has been added to the revised bid schedule. The bid schedule matches the original section 4.0 which is the State Aid approvf:d storm sewer system. ADNI-800.810 2 iii) Schedule 5.0 watermain has been modified to require Class 50 for 12" and larger watermains. D. REVISED PLAN SHEETS Addendum No.1 has been prepared to provide for a trunk storm sewer system on Pike Lake Trail. The original plan sheets 2 of 13 and 6 of 13 have been revised to reflect the City's proposed trunk storm sewer. Enclosed with Addendum No.1 are plan sheets 2R of 13 and 6R of 13. The Bidders are advised to insert these revised plan sheets into their plans for Pike Lake Trail to reflect this j~ddendum No.1. i) Sheet 2R/13 - has been modified to reflect the trunk storm sewer system. These modifications include revisions in; pipe sizes, manhole sizes, estimated quantities per pIpe SIze. ii) Sheet 6R/13 has been modified to reflect the trunk storm sewer system. These revisions begin with the proposed 21" stub out at station 6+05, A TMH3 and continue northward on Pike Lake Trail to County Road 42 (Station 0+70). The revisions also include the upsizing of the Rep between STMH5 and STMH6, including the apron with exits STMH6 to the East of Pike Lake Trail. The revisions related to large storm sewer trunk sizes to convey the addition storm water runoff being delivered by the new 21" stub, due to commercial development of the Wensman property to the west of Pike Lake Trail. The inserts, grades, and elevations of the storm sewer system have been revised per the final hydraulic design of the trunk system. iii) The Contractor should retain the original sheets 2/13 and 6/13 by marking them as alternate bid per schedule 4.1. I hereby certify that these Plans and Specifications were prepared by me or under my direct supervision and that I am duly registered Professional Engineer under laws of the State of Minnesota. J:LJ {efLI Thomas J. K~nski, P.E. Reg. No. 16798 7/ufr7 Date ' - Issue Date: July 26, 1997 ADN 1-800.8 I 0 3 REVISED BID SCHEDULE: ADDENDUM NO.1 FISHPOINT ROAD SAP 201-105-06 PIKE LAKE ROAD SAP 201-114-03 MUSHTOWN ROAD CITY OF PRIOR LAKE, MINNESOTA . ... .. - --- ""-.--- SCHEDULE 1.0 FISH POINT ROAD (STREET) 1 MOBILIZATION 2 COMMON EXCAVATION 3 SUBGRADE EXCAVATION 4 TOPSOIL BORROW 5 SUBGRADE PREPARATION 6 GEOTEXTILE FABRIC TYPE V 7 AGGREGATE BASE, CLASS 5 8 3" MINUS 100% CRUSHED QUARRY LIMESTONE 9 TYPE 41A, 21/2" BITUMINOUS PATHWAY 10 TYPE 41A, WEAR COURSE MIXTURE 11 TYPE 31B, BASE COURSE MIXTURE 12 BITUMINOUS MATERIAL FOR TACK COAT 13 ADJUST GATE VALVE 14 ADJUST FRAME AND RING CASTING 15 4" CONCRETE WALK 16 CONCRETE CROSSWALK SPECIAL 17 CONCRETE CURB & GLJ I II::R, B618 18 CONCRETE PEDESTRIAN RAMP 19 CONCRETE TRIANGULAR VALLEY GUTTER 20 CONCRETE VALLEY GUTTER 21 PERMANENT BARRICADE 22 PAVEMENT STRIPING, 4" EQUIV. WIDTH 23 FURNISH & INSTALL SIGN PANELS, TYPE C 24 BALE CHECK 25 SILT FENCE, HEAVY DUTY 26 CATCH BASIN SEDIMENT BARRIER 27 DUST CONTROL WATER 28 SEED MIXTURE 500 29 SODDING, LAWN & BOULEVARD 30 WOOD FIBER BLANKET TYPE REGULAR 31 TRAFFIC CONTROL 32 SUBGRADE DENSITY TEST, INPLACE 33 CLASS 5 GRADATION TEST 34 CLASS 5 PROCTOR TEST 35 CLASS 5 DENSITY TEST, INPLACE 36 CONCRETE TESTING 37 BITUMINOUS AIR VOID TEST 38 BITUMINOUS CORE DENSITY TEST LS CY CY CY RDSTA SY TON TON TON TON TON GAL EA EA SF SF LF EA SF LF EA LF SF EA LF EA MGAL AC SY SY LS EA EA EA EA EA EA EA T SCHEDULE 1.0 FISH POINT ROAD (STREET) - TOTAL O:\PROJ\ADDEN 1 02074 SA 1 ,,*. (}oo,oo 1/. o<<J.O() 1105 ~.oo 5,,"J, So 00 500 b,{O ,.. 1.50.00 1066 '1...00 1. %'2, . ()() 12 t15,C() l, r-OO. 00 1500 1.00 I, S' 00.00 3850 1. Z,? 1-1. '112.50 930 ';',t'1 'L!12. .50 300 4'7.,,00 11.. ~.oo 700 zf. i'o /1, /50..00 1410 2, I , CX'> ~q~ hIO.()tJ 220 1,50 ~~o.oo 4 IOO,cc tJOO.(X) 8 11:7$.00 I. ~'lO.OO 5786 y.. fA. 1.70 ff.,....~ 1,0116.1,0 360 4:&J -L ~/'l.OO 4600 ~,1/) 2-fJ? .51.fJ. 00 8 I tfo, ()() I b1,.P.&o 150 ~,t? 7~1. ~O 75 J 1),.)'0 ~t.~ 2 ~t.~lO ,~O.OO 5000 .. <50 t 5'00.00 , - 102 2~.DD t.., gt.Il,..eo 30 15: CO L/~O.O() 525 Z,~ l.tI" .~O 17 125,(;0 1..f 2~ tV 60 ~/5,oo Zt;,f!V I '10D-00 1.1 IJ~/ro It(}O.OO 2350 1,,{D -!100.00 1825 1.00 --t.Jtc. Gb 1 11 S"CO,oo /-,~oo,.oo 2 55,fX) 110100 2 55: CO lID, 00 1 100, a? !OO,.oo 3 SS,4:) 16~.Oo 9 75,<<) 61t,oo 6 I 00.tt) 600-00 6 is,ci) l~o.oO ISU~'h:7o SCHEDULE 2.0 FISH POINT ROAD (STORM SEWER) 1 12" RC PIPE SEWER DESIGN 3006 CLASS V LF 480 t3- 75 IUJ()o.~ 2 15" RC PIPE SEWER DESIGN 3006 CLASS V LF 870 -z,5,z,S 1./.!l!iJ. So 3 18" RC PIPE SEWER DESIGN 3006 CLASS III LF 70 'Z, 7. r;o I P)'10.00 4 4" PERFORATED THERMOPLASTIC PIPE DRAIN LF 200 Ie, DO 'tOOO .00 5 CONNECT TO EXISTING MANHOLE EA 1 500,00 1:)() 0.00 6 CONNECT TO EXISTING PIPE EA 1 tf7~tC '11 (. 00 7 CONST DRAINAGE STRUCTURE, DESIGN 48-4020 EA 9 I, t6tJ..tKJ 't q.t;oaQ? 8 CaNST DRAINAGE STRUCTURE, DESIGN SPECIAL EA 9 1~u> 1 c.l1..~ . 00 9 SUBGRADEPROCTOR EA 1 1f,oo t;;~.CO 10 SUBGRADE DENSITY - INPLACE EA 8 'f{).(JO ~ 1.-0 - O() T SCHEDULE 2.0 FISH POINT ROAD (STORM SEWER) - TOT.AL 'i~f/'.~o SCHEDULE 3.0 PIKE LAKE TRAIL (STREET) 1 MOBILIZATION LS 1 ~/()OO,OO 3,oao"aJ 2 CLEARING AC 0.9 1..,4"ro,tX) 2/1~..00 3 GRUBBING AC 0.9 1..d6D. ro I) Its. 00 4 CLEARING EA 28 I ~O,D() t too.. Q:) 5 GRUBBING EA 28 110,00 ~,021o-~ 6 SALVAGE AND REINSTALL CMP LF 30 15,(,X) tj)'(}.OO 7 REMOVE BITUMINOUS SURFACE SY 280 3,00 Bcfc.oo 8 COMMON EXCAVATION CY 4960 ;,1D -11. 3~b.Q:) 9 SUBGRADE EXCAVATION CY 500 ~,fX) 15,C(}.00 10 SALVAGE TOPSOIL RESPREAD CY 1080 ~,?O 1-.100.00 11 MODIFIED SELECT GRANULAR BORROW CY 1920 1.00 -1 'i._ tfc. Q? 12 GEOTEXTILE FABRIC TYPE V SY 1500 1.00 I, (00. ~ 13 AGGREGATE BASE, CLASS 5 TON 4075 1, 2tJ 1W?J..1~ 14 3" MINUS 100% CRUSHED QUARRY LIMESTONE TON 930 1. 'I? 11.d1.50 15 3" BITUMINOUS DRIVEWAY RESTORATION SY 85 41.100 ~~1o. 00 16 TYPE 41A, WEARING COURSE MIXTURE TON 550 z,t7 ,(J{) 13,1>(). OC 17 TYPE 31 B, BASE COURSE MIXTURE TON 900 ~1" IX) 111. ~..oo 18 BIT. MATERIAL FOR TACK COAT GAL 230 /, 1)0 ~<I~ 00 19 MODULAR BLOCK RETAINING WALL SF 6000 i4,30 B>.~(.l. 00 20 ADUST FRAME AND RING CASTING EA 3 /60,0{) tlgo"ey:J 21 4" CONCRETE WALK SF 6400 I" 75' 1" icc..Q:J 22 CONCRETE CURB AND GUTTER, DESIGN B618 LF 2700 t,,'30 11.0((),.oo 23 CONCRETE DRIVEWAY PAVEMENT SY 30 z,8,0t> 'iJ t{c. 00 24 CONCRETE PEDESTRIAN RAMP EA 2 ltfo,c() 3~. trJ 25 TRAFFIC BARRIER DESIGN A8307 LF 570 /3, fX) 1!JjO.oo 26 FURNISH & INSTALL SIGN PANELS, TYPE C SF 103 1..3,00 1. ?'(l; ~ 0:> 27 SIL T FENCE, HEAVY DUTY LF 1200 1,,1, 3,300..00 28 CATCH BASIN SEDIMENT BARRIER EA 13 11-5, cr:2- I, {,1$. CD 29 WOOD FIBER BLANKET SY 50 ~,to /5o.()C1 30 SEED MIXTURE 500 AC 1 5'00 , b() fro. 00 31 SODDING. LAWN & BOULEVARD SY 1600 t.. ,d) 1U'o..eo O:\PROJ\ADDEN 1 02074 58 32 DUST CONTROL WATER MGAL 35 1,0,00 33 PAVEMENT STRIPING, 4" EQUIV. WIDTH LF 6225 .4~ 34 TRAFFIC CONTROL LS 1 >5.00 35 CLASS 5 GRADATION TEST EA 2 >5,00 36 CLASS 5 PROCTOR TEST EA 1 l' 00. 00 37 CLASS 5 DENSITY-INPLACE EA 3 55, ctJ 38 CONCRETE TESTING EA 4 7). Of) 39 BITUMINOUS AIR VOIDS EA 6 100)01) 40 BITUMINOUS CORE DENSITY EA 6 1.6,01) 41 SUBGRADE DENSITY -I NPLACE EA 4 ~~a; T SCHEDULE 3.0 PIKE LAKE TRAIL (STREET) - TOTAL SCHEDULE 4.0 PIKE LAKE TRAIL (TRUNK STORM SEWER) 1 4" PERFORATED THERMOPLASTIC PIPE DRAIN LF 360 Q,5D 2 RANDOM RIP RAP CLASS III CY 8.5 53,00 3 CONSTRUCT DRAINAGE STRUCTURE, DESIGN 48-4020 EA 2 /O50,lO 4 CONSTRUCT DRAINAGE STRUCTURE, DESIGN 60-4020 EA 3 I q..'iO.OO 5 CONSTRUCT DRAINAGE STRUCTURE, DESIGN 84-4020 (SUMP) EA 1 t4 {)(),IX) 6 CONSTRUCT DRAINAGE STRUCTURE, DESIGN SPECIAL EA 8 </1.5:cv 7 CONNECT TO EXISTING STORM SEWER MANHOLE EA 1 t.f 15;a;J 8 12" RC PIPE SEWER, DESIGN 3006 CLASS V LF 127 "1-3dXJ 9 15" RC PIPE SEWER, DESIGN 3006 CLASS V LF 292 Zt/, ~O 10 18" RC PIPE SEWER, DESIGN 3006 CLASS III LF 552 U,30 11 21" RC PIPE SEWER, DESIGN 3006 CLASS III LF 122 ZS,5O 12 24" RC PIPE SEWER, DESIGN 3006 CLASS III LF 255 ~(), 10 13 27" RC PIPE SEWER, DESIGN 3006 CLASS III LF 184 ~~,W 14 36" RC PIPE SEWER, DESIGN 3006 CLASS III LF 150 So,50 15 36" RC PIPE APRON EA 1 /z5o,a? 16 SUBGRADE PROCTOR EA 1 io,tO 17 SUBGRADE DENSITY - INPLACE EA 8 ~i,m 18 PIPE FOUNDATION MATERIAL CY 50 13,7tJ T SCHEDULE 4.0 PIKE LAKE TRAIL (STORM SEWER) - TOTAL SCHEDULE 5.0 PIKE LAKE TRAIL (WA TERMAIN) 1 CONNECT TO EXISTING WATERMAIN 2 HYDRANT WITH 6" VALVE 3 6" GATE VALVE 4 8" GATE VALVE 5 10" GATE VALVE 6 12" BUTTERFLY VALVE 7 6" DIP WATERMAIN, CLASS 52 8 8" DIP WATERMAIN, CLASS 52 9 10" DIP WATERMAIN, CLASS 52 10 12" DIP WATERMAIN, CLASS 50 11 FITTINGS EA EA EA EA EA EA LF LF LF LF LBS 2 t/SO,r,;p 5 I Ll50.cn 1 tJ..55.oo 1 ~ 1 ~ tf{;, ltL 2 775,[D f.J- ' - 163~, Ib,50-/-fM;tJ 48 /I/,u> 773 U.8o 553 1,3/30 3150 I,~~ O:\PROJ\ADDEN 102074 518 700 C\? 2.. lbo', '2..) 5~.0() Ilo-Q.J /fXJ.eo 16~,Ob ~..oo 6t:;o,oo Iso,~ ~1A,,00 tbG,Iu'.. r;o ~.oo q~l,o ~ (lX'~ (X:J Cj, lflo. 00 1., L/Oo~ ()O '>600.. 00 'tJ~. 00 1-,tit/.DO utJ5'. f:c !r/,5/7.60 3@.(XJ 1, 12h..~o ~b 1,~1t:co !/L5o.()o 80.00 ?Jotf-. ()O b~.OO 12.-z..~( ..~ 'f6o..00 8,1{o..oo I.f ~~ Of) br>c .00 gf/c.oo I.S~o.ro ~b~.}O '11.1. {,o 16,8~/. Yb /2..ssq. 'fa 'I. S9Z.G"o 12 SUBGRADE PROCTOR 13 SUBGRADE DENSITY - INPLACE 14 PIPE FOUNDATION MATERIAL SCHEDULE 5.0 PIKE LAKE TRAIL (WATERMAIN) - TOTAL SCHEDULE 6.0 PIKE LAKE TRAIL (SANITARY SEWER) 1 8" PVC SEWER SDR 35 (10-12') DEEP 2 4" PVC PIPE SEWER 3 8"X4" PVC WYE 4 CONNECT TO EXISTING SANITARY SEWER MANHOLE 5 48" DIAMETER SANITARY MANHOLE 6 SUBGRADE PROCTOR 7 SUBGRADE DENSITY - INPLACE 8 PIPE FOUNDATION MATERIAL T SCHEDULE 6.0 PIKE LAKE TRAIL (SANITARY SEWER) - TOTAL EA EA CY 1 10 50 80, co 40, 00 I tJ.,OO /.kJ2n g,/{O 11/,00 r;(20.~ ~.4 t 2AxJ gO.a? '-/-0. Db 1'1;00 20..~ '/oO-(X) 7oo~oo '5 1" qA.~ qo ~g~~Cb ~t~~ ztt,(K) /5'00.00 2.g5a,a? tIJ..Ct!J 8D~ Q::J 1OO-a? It, tftj.OO SCHEDULE 7.0 MUSHTOWN ROAD (STREET) 1 MOBILIZATION LS 1 .3, ~,DO 3,S"iXJ,00 2 CLEARING AC 1 '3,~,co 3.00tJ-(b 3 GRUBBING AC 1 L7?o,lX) /1Sc. CXJ 4 CLEARING EA 1 400 iCO tfoo..OO 5 GRUBBING EA 1 ~5"f)/ro tSD.re 6 COMMON EXCA VA TION CY 9037 1".)0 ~~,~'1.50 7 SUBGRADE EXCAVATION CY 650 If, V5 2.,1/'t. .~o . 8 SALVAGE TOPSOIL AND RESPREAD CY 2775 1,,'1, tf, 3S6. tS 9 GEOTEXTILE FABRIC TYPE V SY 1950 /,00 I. 'IS().ro 10 MODIFIED SELECT GRANULAR BORROW CY 3530 -g .00 1,p, ,*.00 11 AGGREGATE BASE, CLASS 5 TON 3425 7.tsS 1.'1 : g:;(. ~ 12 3" MINUS 100% CRUSHED QUARRY LIMESTONE TON 1210 1j1~ c;. 'J11. S" 0 13 TYPE 41A, WEAR COURSE MIXTURE TON 650 z.;,fX) t,,'tS()~CV 14 TYPE 31B, BASE COURSE MIXTURE TON 1025 't-/; 00 ZI. 5,.S.00 15 BITUMINOUS MATERIAL FOR TACK COAT GAL 340 /.10 ~/o.OtJ 16 TYPE 41A, 21/2" BITUMINOUS PATHWAY TON 150 1./-,,", CD '~O..oo 17 BITUMINOUS DRIVEWAY SY 45 q,(;O . Qo5'.OO 18 ADJUST HYDRANT EA 2 '2.7,5,00 t{~O.oo 19 ADJUST FRAME AND RING CASTING EA 1 'J.. fo, CO l$C.oo 20 CONCRETE CURB & GUTTER, B618 LF 4630 v,I5 ~. 5'0 21 CONCRETE VALLEY GUTTER SF 500 4,'W t,foo-oo 22 SILT FENCE, HEAVY DUTY . LF 1100 'i, 7~ ~) O'Z.~. CO 23 BALE CHECK EA 30 I!i. C{L t/SO.OO 24 CATCH BASIN SEDIMENT BARRIER EA 11 I z.~OO I, ?J7~.O() 25 SODDING, LAWN & BOULEVARD SY 10300 2.,00 z.o.. boo. 00 26 SEEDING MIXTURE 500 AC 1.6 J I /)()O ,()() I, bOO. 00 27 SEEDING MIXTURE 250 AC 0.4 I d)(XJd::() <(00.. 00 28 WOOD FIBER BLANKET SY 1600 1,75 1, ~oo_w O:\PROJ\ADDEN 1 02074 5D LF LF EA EA EA EA EA CY 427 40 1 3 2 1 2 50 29 DUST CONTROL WATER 30 TRAFFIC CONTROL 31 SUBGRADE DENSITYTEST,INPLACE 32 CLASS 5 GRADATION TEST 33 CLASS 5 PROCTOR TEST 34 CLASS 5 DENSITY TEST, INPLACE 35 CONCRETE TESTING 36 BITUMINOUS AIR VOID TEST 37 BITUMINOUS CORE DENSITY TEST T SCHEDULE 7.0 MUSHTOWN ROAD (STREET)- TOTAL SCHEDULE 8.0 MUSHTOWN ROAD (STORM SEWER) 1 12" RCP CLASS V 2 15" RCP CLASS V 3 18" RCP CLASS III 4 24" RCP CLASS III 5 4" PERFORATED THERMOPLASTIC PIPE DRAIN 6 STORM MANHOLE 48" DIA 7 STORM MANHOLE 48" DIA WITH 3' SUMP 8 STORM MANHOLE 60" DIA WITH 3' SUMP 9 CATCH BASIN 10 18" RCP APRON 11 24" RCP APRON 12 RIPRAP CLASS 1\1 13 SUBGRADE PROCTOR 14 SUBGRADE DENSITY - INPLACE 15 PIPE FOUNDATION MATERIAL T SCHEDULE 8.0 MUSHTOWN ROAD (STORM SEWER) - TOTAL TOTAL CONSTRUCTION COST SCHEDULE 1.0 FISH POINT ROAD (STREET) SCHEDULE 2.0 FISH POINT ROAD (STORM SEWER) SCHEDULE 3.0 PIKE LAKE TRAIL (STREET) SCHEDULE 4.0 PIKE LAKE TRAIL (TRUNK STORM SEWER) SCHEDULE 5.0 PIKE LAKE TRAIL (WATERMAIN) SCHEDULE 6.0 PIKE LAKE TRAIL (SANITARY SEWER) SCHEDULE 7.0 MUSHTOWN ROAD (STREET) SCHEDULE 8.0 MUSHTOWN ROAD (STORM SEWER) TOTAL CONSTRUCTION COST ALTERNATE 1.0 MUSHTOWN ROAD (STREET) 1 MOBILIZATION 2 CLEARING 3 GRUBBING O:\PROJ\ADDEN 1 02074 MGAL 60 V,.fl'-' 10. OD ftto, 00 ~, LS 1 SS.a> 5~.~ EA 4 S-S,()() 2.i.o, Gb EA 2 {COLa:> 1.&0 r 00 EA 1 5S,lO 5G.a> EA 4 7~.Cb 3oo..co EA 5 /(;D,eo SOo.dJ EA 5 S'O. ce 1$0.00 EA 5 Z). 00 11-{.OO 1.1tl~1l/~~o LF LF LF LF LF EA EA EA EA EA EA TON EA EA CY ~, ~fd:) Z!7,CO u,~o 10,80 'f,fo /.OIJO,d) I,WD, a? 1,150,00 g lio,(() 5tf(J,f>> 11.5;(0 55,0() 8o,tXJ tft;,tf) I '1-, ()() 293 28 159 44 1670 2 1 1 7 1 1 15 1 5 100 LS AC AC 1df<<;. fX> ~,bt:X>DCL 1.,.oC() ,00 1 0.1 0.1 5E 6,9/l{. go 100 .00 '/.t." f I fD /'3~5.t.o ~ 9>6>. tc 1-,000,. Q:) J/}.()o.CKJ l ~S'o.oo 5. 'bfjD. Do ,C/o. a!) 115.00 AtS.f70 &J,. t'O 'J"OO-~ f c/oo.D::J tk) 'C//6:1_o /B3q~8~10 5~.~/~.~O Ublt6..~o 1t.~ 1.&/, 'fJ 5" ,5'4.'10 Ii, tf t~. Do 1'2-.~'Lq~~o '13. 'lit6..to gq1. O~1.qo 1..//..00. co ~.()O w..Gt> 4 COMMON EXCAVATION 5 SUBGRADE EXCAVATION 6 SALVAGE AND TOPSOIL RESPREAD 7 GEOTEXTILE FABRIC TYPE V 8 MODIFIED SELECT GRANULAR BORROW 9 AGGREGATE BASE, CLASS 5 10 3" MINUS 100% CRUSHED QUARRY LIMESTONE 11 TYPE 41A, WEAR COURSE MIXTURE 12 TYPE 31B, BASE COURSE MIXTURE 13 BITUMINOUS MATERIAL FOR TACK COAT 14 TYPE 41A 21/2" BITUMINOUS PATH 15 CONCRETE CURB & GUTTER, B618 16 BALE CHECK 17 CATCH BASIN SEDIMENT BARRIER 18 SILT FENCE, HEAVY DUTY 19 SODDING, LAWN & BOULEVARD 20 SEEDING MIXTURE 500 21 SEEDING MIXTURE 250 22 WOOD FIBER BLANKET 23 DUST CONTROL WATER 24 TRAFFIC CONTROL 25 SUBGRADE DENSITY TEST, INPLACE 26 CLASS 5 GRADATION TEST 27 CLASS 5 PROCTOR TEST 28 CLASS 5 DENSITY TEST, INPLACE 29 CONCRETE TESTING 30 BITUMINOUS AIR VOID TEST 31 BITUMINOUS CORE DENSITY TEST T ALTERNATE 1.0 MUSHTOWN ROAD (STREET) - TOTAL ALTERNATE 2.0 MUSHTOWN ROAD (STORM SEWER) 1 12" RCP CLASS V 2 15" RCP CLASS V 3 18" RCP CLASS III 4 4" PERFORATED THERMOPLASTIC PIPE DRAIN 5 STORM MANHOLE 48" DIA 6 CATCH BASIN 7 SUBGRADE PROCTOR 8 SUBGRADE DENSITY - INPLACE T ALTERNATE 2.0 MUSHTOWN ROAD (STORM SEWER) - TOTAL AlIERNA TE 3.0 PIKE LAKE TRAIL (STORM SEWERl 1 4" PERFORATED THERMPLASTIC PIPE DRAIN 2 RANDOM RIP RIP CLASS III 3 CONSTRUCT DRAINAGE STRUCTURE, DESIGN 48-4020 O:\PROJ\ADDEN 1 02074 CY 1000 1.bi:1o Lf. (bo~ 00 CY 125 ~(JO 15o.()O CY 200 ~,~(./ 1oo.()O CY 300 L.l2o ~D..<<> CY 680 ;,'7D ~/oo, Oi) TON 700 -g, tXJ '-600. 00 CY 100 q,oo qct>..e>> TON 130 'Z.8.. 7'7 ~ 1!J1. (0 TON 200 2.1;" ro ~ODtJ..Oo GAL 67 ).,00 I~oo TON 45 55,00 'J-,Y1S'.00 LF 835 1, ?-5 6.1?J1.2.5 EA 10 ib ..CJ:) W.CD EA 4 i 'Z5,oo 51JO. CO LF 100 1,50 150.00 SY 320 giOO '160. O(J AC 0.2 t500 ,GtL. ~..OO AC 0.2 L,5~/t:O ~". ~ SY 450 1,5/J 61~Q:J MGAL 15 2-00,1:0 ~ ,00:>.. Q? LS 1 .5S.Q) 5~ .. OCJ EA 1 b5.lO ,~. ()O EA 1 l:J~ ,00 t,~ CO EA 1 7S,,(X;L 7s.oo EA 1 75-<2CL 1s.co EA 1 '7<,a:L 75-00 . EA 1 7S,m 15.00 EA 1 7 t;, CO 1~'co Cf4) /1g-7 ~ LF LF LF LF EA EA EA EA 12 38 148 150 1 3 1 4 LF CY EA 360 8.5 4 SF t3/w Z5,(X) U,5"o Q,50 J~ 0tJ0,d.J 150,~ ra,ro tfo,co 2.03. 2.l> tf9J..oo ~'i 1.'L.(k) 7 Y'J~.t'Jt) IfJ()o..aJ i5~()..oo Bo..cc> I {,t)..()O 10, ?J1o.'to q,5q 5$",00 /,otS',ob 3 t/ 'to- 00 rJ('1,~o 1/100.00 - -- -. -.... --.-.. 4 CONSTRUCT DRAINAGE STRUCTURE, DESIGN 60-4020 5 CONSTRUCT DRAINAGE STRUCTURE, DESIGN 72-4020 (SUMP) 6 CONSTRUCT DRAINAGE STRUCTURE, DESIGN SPECIAL 7 CONNECT TO EXISTING STORM SEWER MANHOLE 8 12" RC PIPE SEWER, DESIGN 3006 CLASS V 9 15" RC PIPE SEWER, DESIGN 3006 CLASS V 10 18" RC PIPE SEWER, DESIGN 3006 CLASS III 11 21" RC PIPE SEWER, DESIGN 3006 CLASS III 12 30" RC PIPE SEWER, DESIGN 3006 CLASS 11/ 13 30" RC PIPE APRON 14 SUBGRADE PROCTOR 15 SUBGRADE DENSITY - INPLACE 16 PIPE FOUNDATION MATERIAL T ALTERNATE 3.0 PIKE LAKE TRAIL (STORM SEWER)--TOTAL TOTAL CONSTRUCTION COST FOR ALTERNATE ALTERNATE 1.0 MUSHTOWN ROAD (STREET) ALTERNATE 2.0 MUSHTOWN ROAD (STORM SEWER) ALTERNATE 3.0 PIKE LAKE TRAIL (STORM SEWER) TOTAL. RESPECTFULL Y SUBMITTED: .. ~WW1 fvt1,;Vt~ SIGNATURE f,w ideMt hiuJJ I tyt Q'-1109Jo G TITLE tiN IlJ # 1~'J-~6'~ LICENSE NUMBER (~Q~ffi {/ -' ATTEST O:\PROJ\ADDEN 1 02074 EA 1 I, s'CY>..~ I~~oo EA 1 i,LJ.fJlJl~ -1.l/00. 00 EA 8 850, DO 6?J(XJ.00 EA 1 i.J75,a? '11~. ro LF 127 1,7100 '2.."11.1 .00 LF 292 VI, 50 115<</. 00 LF 552 tft" 30 fcf.~{7.6o LF 439 tB,St; /2. _ ~II. ~{J LF 150 'II, tv './'50./:>0 EA 1 'f 50,,00 950. Do EA 1 '0;00 f30.(XJ EA 8 tJO,D2- 'fzO.OO CY 50 14, DO tOO.OO (ff. "",60 qq, 17S.1~ IO,?J1o.lO bY) Y6f,,6o II(lO/~~~ WuYlam a Vt<. ~nfradll1'11iJc COMPANY 0 ~OO{ -/~o+t;t I]tv;,d w~". {0serntVl1t !mYJ. 5~ ADDRESS B ~tf., 97 DATE tf 71--1/11& PHONE NUMBER ~1, 2-1/11, FAX NUMBER 5G