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Home My WebLink About4.i. Approve Pay Estimate #7 & Final, Shannon Parkway / Connemara Trail � s. � . * . . . . . . . . � • . . ��I��I��i.� � . � ' **�r**��**********�r****�r*��**�r******��rP1ErI0******�r*********�r*��***�r�r****,��*rt****** DATE: OCTOBER 12, 19$9 TO: rtAYOR & COUNCILMEMBERS C/0 CITY ADriINISTRATOR JILK FROAI: GITY ENGINEER/PUBLIC WfJRKS DIREGTOR HEF RE: ITEPt FOR THE �CTOBER 17, 19$9 COUNCIL AIEETING CONSENT AGENDA Approve 7th and Final Fay Estimate £or Shannon Parkway/Connemara Trail City Contract 1988-7z Proj�ct �I$9 This item consist of approving the seventh and final payment to Austin P. Keller Construction Comgany for th+� Shannon Parkway/Connsmara Trai1 Improvement Projects, Project �189. Our Conaultin� Engineexs, S.E.H. , are recom�nendin� aFproual oi` �his €inal payment because all work has bee� completed in �ccordance with th�e contract documents. The total construction eost far this projeet amounted to $515,473.32. Tt►is represents a little over 5� increase above the cantract amount af $490,379.65. This is stil.l well below the estimatefl construction cost of $656,QOO present�d at the public impxovement hesring for this project. Recommended action for Gouncil to consider is to apprave the seventh and final - pay estimata to Austin P. Keller Gonstruction Company for Contract 198$-7 in the, amount of $61,215.08 and accept the public improvements instailed under this contract tor continual maintenance. • . C�TY OF ROSEMOtJNT APPLICATION F'OR FAYMB'NT rro. �- F�Na e. CITY FROJECT NO: �(�j� SEH FILE NO: _SfSZ�"¢ PR43ECT: �H�t,u�rv+u p�kwXY -� S�4P Zog-lo6-04 � av rtR�4 L-Se�r�P -la#-a� coN��►c�roR: A-P K�.lIE,, �,,.s,h-� cc>rrr�c�r DxTs: �5�f 8 9 � '�'�/ �^fiaw't"'J�Ve. APPL ICATION DATE: I�� t c� �q �U'F; l�w�, !1l/!!. SSt!? FQR PERiQL1 S�t+iT?ING: 1a[.��g L Total Contraot Amount $:�!��.�r�Totai Amount Earned $ �?��,^S?.67 , Materiai Suitably Stored ar� Site, Not Incorporated into Work r ^--� Contract Change Ord�r 'No. � Fercent Cpmplete 1�O $ "�"' Contract Change Clyder No. �- Percent C�nplete /� $ 4.�b� 3p . , Contract Change Order No. 3 Percent Complete tQo $ '�$IQ 35" . GROSS AMOUNT DUE . . . . . . . . . . . . . . . . . . . . . . S_ St S�'�'1�.3�,. � LESSC? $ RETAINAGE . . . . . . . . . . . . . . . . . . . $ -- AMOUNT DUS Tt) DATB . . . . . . . . . . . . . . . . . . . . 3 $I S�,4�3.3� LESS PREVI4US APPLICATIONS . . . . . , . . , . . . $¢+�¢+��'$,• � AMOUNT DUE THiS APPLICATION . . . . . . . . . . . S 61,,�?tS.t�$ A�ROVED• ' �' _ l�� ^ �",, 1 . �-ti-�--.,�, { r :/ �L.> Z �� l ichard M. ti, City Engine. Direotor af Public Worka I � , • • �I APPLICATION Ft3R F�'1YMFNT !, (UNIT PRICE C�NTRACT) NO. 7 -- Pt NAL OWNER: ROSEMQUNT, MINNESOTA OWNER'S PROJE�T NO. 1$9 ENGINEER'S PR03ECT Nt). $8254 LOCATION: RQSEMOUNT, MINNESOTA --��_ !T�-� --- C�i:T�K:�TQR nUSiiiv P. KEL�=,P. CQ:ti:�. CO, CONTRACT DA'TE ------------ ------------------ -----#�a�3"?g.65'-aFS----- 481 FRONT AVENUE CONTRACT AMOUNT S� '�;�U ---------- ----------------------- ST. PAUL, MN 5511? CONTR. FOR SHANNON PARKWAY -• SAF 208-106-04 & CONNEMARA TRAIL - SAP 208-1Q4-02 APPLIC.DATE C�ctober 10. 1989---- �.,.----------- ------ ---- ------- ----- -- -_ ---------------- PERI(3D END. October 6. 1989 AFPLICATION FOR PAYMENT CONTRACT QUANTITY UNIT DESCRIFTION UNIT QUANTITY TO DATE FRICE TCITAL ------------------------------------------------------------�- a�CTION I - Sl,Y.ITARY SEWER 0256.408 8" PVC, i0'-12'�DEEP-----L.F.-- 215 215 10.00 $ 2.150.00 0256.408 8" PVC, 12'-14' DBEP L.F. 65 6� 10:00 $ 650.00 0256.408 8" PVC. 14'-16' DEEP L.F. 95 95 i�.QO $ 95fl.IX? 0256.408 $►' PVC, 16�-18' DEEP L.F. 260 260 I0.00 $ 2r 6Qp.OQ 0256.40$ g° PVC, 18'-20' DEEP L.F. 3fi0 3� 1fJ,0� $ 3.6fl0.00 0256.408 g" PVC, 20' -22# DEEP L.F. 49 82 l�.QO S 82C1.Op 0256. 608 g" DIF, 10"-22' DEEP L.F. 2t3 20 i6.Clt) S 324.00 0256. 608 8" DIP, 12' -14' DEEP L.F. 45 45 16.OQ $ 720.(X? t�AG£ 1 OF 5 SHORT-EL:LIOTT-HENDRIGKSON, INC. i � 0256.608 8" DIP, 14' -16' DEEP L.F. 45 45 16.0(? $ 72Q.OQ � 0256. 608 $" DIP, 16' -1$' DEEP L.F. 40 4Q 16.00 S 640.00 0256. 648 8" DIP, 18'-20' DEEP L.F. 50 1S3 16.00 S 2.448.00 0256. 608 $" DIP, 20'-22' DEEP L.F. 65 328 16.QO $ 5.248.OQ 02�6. 608 g" DIP, 22'-24' DEEP L.F. 330 476 16.00 $ 7�616.40 0256. 608 S" DIP, 24' -26' DEEP L.k'. 595 583 1b.00 S 9,328.Q4 0256. 608 8„ DIP, 26'-2$ ' DEEP L.F. 301 476 16.00 S 7.616.00 � 0256. 7(?1 STND MANHOLE, 8' DEEP EACH 11 12 $Ofl.00 $ 9.60(3.p0 0256.702 EXCESS DEPTH STND MH L.F. i48 161,49 ?O.QO $11,3Q4.30 Y 0256.70b MANHOLE DROP SECTION L.F. 41 38.33 110.00 $ 4�216.30 , (?256.90Q CONNECT TO EX SEWER EACH 5 4 25QQ.p0 S 6.400.00 �256. 910 8" DIP FORCEMAIN L.F. 1700 1,733 12.0� S�Os796.00 t3256.911 AIR RELIEF MANHQLE EACH 1 1 200Q.OQ $ �,OQO.QO SECTION II - WATERMAIN Q257.406' 6" DIP WM. CL. 52Tl-----'L F. 380 �oFs 36�a•� • 1Q.QQ $ 3.��.� 0257.4Q8 8" DIP WM, CL. 52 L.F. 45 35 12.t?Q S 420.00 ' -� ' 0257.412 12" DIP WM, CL. 52 L.F. 605 � 15.00 S 9,Q30.Op : s�,o�iw,� 025?.416 16" DIP WM, CL. 52 L.F. 2270 ��9-' o�s 23.f3� $ Sly�?�:flE3 0257.606 6" RS GATE VALVE & HOX EACH g ? �.�o��o �,,,,. D�g ��4.�Q $ ��,�:"� Df 025?. 60$ 8" RS GAI'E VALVE & BOX EAGH I ], 40Cf.QO $ �.pQ � 0257.613 12" HTRFLY VALVB 6c HOX EACH 1 � (�p,pp g �SQ�� - 0257.617 16" BTRFLY VALVE & HOX EACH 3 _ 4 13C?0.00 $��_pp / Q257.63Q FITTINGS LESS THAN 12" LH. n�s ;�4S.ot�,� i�4s 4�0 -�so- a.,oo s �5o,�e 0257. 631 FITTII+iGS 12" J0.Nt� LARG�R LB. �. ��S.oa 7250 �.�69�" °fs 1.00 $ 7,f44:� �;r 025?. 640 FIRE HYDRANT EACH 7 � 925.00 S 5.550.00 � ozs�.9o� corrr�Ec�r To �x wrs E�►cx � � Soo.Qo s a,00a.00 , PAGE 2 QF 5 SNORT-ELLIOTT-HENDRIC�SON� INC. � � � SECTION III - STREET, STORM SEWER, AND LIGHTING 2021.501 MQHILIZa►TIONw------------L.S. 1 1 18000.Q� $ 18..040.OQ , 3�3�"' �'�'i�,v 2105.501 COMM�N EXCAVATION C.Y. 1fJ00 l.-`a8@" 2.00 $ ��"�Q ,. 2105.521 GRANULAR HORROW (L,V. ) C.Y. 100� � 1.00 $ � 2112. 501 SUHRADE PREPARATIt�N ' R.S. 44 �'� l00.Q0 $ '�►�•� 2116. 501 , COR� EXCAVATIGN C.Y. 2OC?0 3.17Q 1.00 $ 3.174.OQ 2126. 5Q3 AGGREGATE HACKFILL C.Y. 20Q0 � 1.OQ $ '�' 36�s'9 s�S 3:�°�� 0211 . 5Q4 4" AGG BASE FOR SDWALK, CS.F. 33064 3� Q.2� $ �� Tt4�7 i�s �'"..�..1'�3.s.. 2211. 5(?3 AGG BASE PLACED, CL, 5 G.Y. 6�50 6��' 7.50 S `�� 2331 . 504 BYT M�ITFRIAIr FOR MI}CTURE Tnt+t 13!) 157.81 12A.tJ0 � �t?r 199.68 2331,514 BASE COURSE MIXTURF TON 2$90 2r977.49 g.4Q $ �3,$19.92 2341. 504 BIT MATERZAL FOR MIXTURE TON 173 Z45.44 12$.QQ $ 18,616.32 2341. 508 WEARING COURSE MIXTURE TON 2890 2,.796.88 $.20 $ 22i 934.42 . 2357.5Q2 BIT MAT FOR TACK Ct7►AT GAL. 131� 1�894 3,.OQ $ 1,8�•00 2503.5 i 1 12" RCP STORM SEWER, ��•S ��''O" CL. V L.F. 565 �_� 14.00 $ 7�l.�fi.�96' �� 2503. 531 15° RCP ST�RM SEWER, CL. IV L.F. $32 837.5 16.00 $ I3.44Q.00 � 2503.5I1 1$" RCP STOEtM SEWER, �al' �s 11, '�ad.�a' CL. IV L.F. 653 -�`� 1?.�0 $ 12yL3$�'t?0 �� 2503. 511 2i" RCP STORM SEWER Sl8,S�4 ��33,oGF r"L•. I V � L.F. 51 i �'",. 9�„��T ., 1�.Qo � 2503,511 24" RCP STORM SSWER, �G' �FS 4�8•ov�� CL. I I I L.F. 24 .,?�' 18.QO $ ��,� _ 2504.6�2 ADJUST GATE VALVE HOX EACH 21 �°�' 1. ��.�c 1Q�.0� S � o�� 2506. 506 C�NSTRUCT MH, DESZGN B L.F. 82.5 85.59 92,00 $ 7r9Q1.88 2506. 5�6 CONSTRUCT MH, DESiGN C L.F. 5.6 11•15 190.00 $ ��1i8.SO 25C?6. 5Q6 CONSTRUCT MH, DESIGN C-1 L.F. 8.6 8.25 17Q.00 $ 1,402.50 �• 2506. 506 CONSTRUCT MH, DESIGN Y L.F. 2I 25.03 17a.00 S 4,384,25 2506.5�9 CONSTRUCT MH, DESI�;N X L.F. 32,1 34.83 I05.Q0 $ 3,657.15 ✓ PAGE 3 OF 5 SHORT-ELLIQT'T-HENt3RICK�ON, INC. 2506.5Z1 RECONSTRUCT �OLE L.F. 20 � 2.3 65.Ot? 149 � $ .50 2506.516 CASTING ASSEMHLY, TYPE R-1733 EACH 10 10 �Sp�Op � 1,,5t�.0(? � 2506. 516 CASTING ASSEMBLY, TYPE R-3d67 EACH 16 1? 250.t}0 $ 4.254.00 2506, 522 ADJUST FRAME AND RING CASTING EACH 56 61 100.00 $ 6,ifl0.00 ` 2521. 511 2" BITUMINDUS WALK S.F. 3306� 3��528 f}.3(1 $ ��75$•40 2531. 501 CL)NCRETE CURB & GUTTER, DESIGN D418 L.F. 2920 2�948 4.3f? S12r676.4Q•< 2531 . 501 CONCRETE CURH & GUTTER, DESIGN H618 L.F. 5640 5.494 4.30 523,624.2+� 2:a�1=:. �Ii LIGHTING i,'�tITS, TYPE B EACH 5 6 lU0(3.OQ S 6,pQ0.00 2545. 511 DIRECT HURIED CAHLE L.F. 1110 2�599 3.00 $ 7,797.00 2545. 552 FEED POINT EACH 2 3 1500.D0 S 4,,50Q.00 2554.505 FERMANENT HARRICADES L.F. 32 64 25.00 $ 1,�6�?.� 2564.531 F&I SIGA1 PANELS, TYPE C S.F. 193 2�•�� 1?.00 $ ��5.65 � Q564.602 CROSSWALK PVMENT MESSAGE EACH 2 2 90.00 $ �-�•� 2564.6�3 4" WZDE SOLID LINE, YELLOW L.F. 6750 �.932 0.25 $ 1,733.0(? 2564.603 4" WIDE BROKEN LINE, WHITE L.F. 980 1::Q20 0.25 $ 255.Q0 PAGE 4 OF 5 SHQRT-ELLIOTT-HEI�IDRICKSON, INC. , . aP�Gt�TI�N FOR PAYMENT - �ontinued� � 4°Co 37 , soa,6P�'1,6'� �s , 9 rs DFs Totat Contract Amount 5 553-,�e-so Totai Amount Ear�ned �505.�� Material Suitably Stored on Site, Not Incopvrated into Work $ Contract Change Order Mo. 1 Percent.Gomplete �� --Q= Contract Change Order �lo. _ 2 Percent Complete 1�$ $ 4,�6E�.30 Contract Change Order ��o. 3 Percent Complete �� $ 7,819.35 SI S,� `?3�3 2 DFs GROSS At�UNT OUE. . . . . . . . . . .. .. . �5.i��5S3:32 IESS � � RETAINAGE. . . . . . . . . � � ;:.-. ., �F� . AMOUNT OUE ?0 DATE. . . . . . . . . . . . . $�'�$•�583;32 ' � ESS PREVIOUS APPLiCATIONS. . . . . $'��,258.24 ��:t � £.r� AN�UNT OUE TNIS APPLICATIAN. .. . $ �''��'� CONTRACTQR'S AFFIDAVIT he undersigned Contractor hereby swears under penalty of pex,jury that (lj ail previous progress. payments received from the Owner on accou�t of wvrk performed under the contract referred to above have been applied by the undersigned to discharge in fuil ali obligations Qf the under- signed incurred in connection with work covered by prior Appticat#ons far Fayment under said contract, and (2) all material and equipment incorporated in said Project or otherwise listed in or covered by this Application for Payment are free and clear of all liens, claims* security interests and ° encumbrances. Oated october 10 � lg a9 Austin P: K�llex Canstruction Co. � Contract r • By . � N me and Title �QUNTY OF Rac�sey j SS �erry G. Lars,an. Yice President �TATE OF Mznnesota } 3efore me on this 10 day of �t��' , 19 8`� personall�r appeared Jerry G. ca�tar� nown to r�, w be9 ng�c uTy sworn, di d depose �nd say that e is the v�ce Pres� ent of the Gontractor above mentian�d; , f ce that he executed the above A ic �; for Payment and Affidavit on behalf of said Cantractor; and that all o ,.�;s�,��tSA�E��A� therein are true� �orrect and an�plete. '-�acya�3si NOIAkY � tt� n�1;., -:..;��.� . � ,.�., i(J�3$OUHTY s . M Commission �x��`�s. ...,.,.,...:�� x-_. . 9•�•95 otary c Y �: �,... ♦�^fM. ' ..' .. ' . . .. The undersigned has checked the Contractor's Application for Payment shown above. A part of this Applicattan is tha Cqntractor's �Iffidavl�C stattng that alt previpus payments to him und�r this Cantract have been applled by him to discharge in full ali of his obtiga�ions in • connection with the work cov�red by all prior Applications for Payment. In accordance with the Contr�ct, the undersigned approves payment tn the Contractor of the Amount Due. - D�te �0 �� jg SHQRT E T HE iGKSON I By �a'�2 S Of 5