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Home My WebLink About4.h. Shannon Parkway / Connemara Trail Project - Contract 1988-7, Payment #3 R . � � � � � . � . s , • • • CITY OF ROSEMQVNT .`T�� # �� APPLICATION FOR PAYMfiNT xo. 3 �o�c�� -� ��,--7 CITY PROJECT NO: ��j 9 SEH FILE NO 2 �fSZ S"¢ PROJECT: SN�f�vnro�u �r4R*wy4.Y � S�P Zo8-/06�04 � CO�NIEMMR�4��-sA-pZp8-1o4-a2 CONTRACTOR: A'P Ke.11e,. �,,,,S�y-, �, CONTRACT DATE: _ 3� �'�S 9 ¢8� �►�'v'e. APPLICATION DATE: S�Z�6�S9 S� ��, ��. SSJt7 FOR PERIOD FsidDING: S�Z.6�89 Total Contract Amount $ �$�`F,7�9 °= Total Amount Earned $ Z4-�j,O 43 �� Material Suitably Stored on Site, Not Incorporated into Work $ Contract Change Order No. Percent Compiete $ Contract Change Order No. Percent Complete $ Contract Change Order No. Peraent Complete $ GROSS AMOUNT DUE . . . . . . . . . . . . . . . . . . . . . . $ �.481 0 43 �° <8 LESS S$ RETAINAGB . . . . . . . . . . . . . . . . . . . $ I Zf 4'oL.— . .,. AM4UNT DUE TO DATC� . . . . . . . . . . . . . . . . . . . . $ Z�3�S'�, 64'/ `SZ -fi----..�__,_.. LESS PREVIOUS APPLICATI�NS . . , . . . . . . . . . $ � 3g� '�9'O 69 AMOtJNT DUE THIS APPLICATION . . . . . . . . . . . $ 9E�� /Sa 83 O �D: �� Richard M. He , City Engineer/ rector of Public Worka � • ' � • APPLICATION FOR PAYME!�1T (UNIT PRICE CONTRACT)�! NO. 3 OWIVER: ROSEMOUNT, MINNESOTA OWNER'S PROJECT NO. 1$9 ENGINEER' S PROJECT NO. 88254 ---------------- LOCATION: ROSEMOUNT, MINNESOTA CONTRACTOR AUSTIN P. KELLER CONST. CO. CONTRACT DATE ------ --------'---------------- 481 FRONT AVENUE CONTRACT AMOUNT 5563 76Q. 50 ------------------------------- ----------------------- ST. PAUL, MN 55117 CONTR. FOR SHANNON PARKWAY - SAP 208-106-04 & CC)NNEMARA TRAIL - SAP 208-104-Q2 APPLIC.DATE ------------ -------------------------------------------- _ Ma�r 26_ 1989 ___________.._ PERIOD END. Ma 26, 1989 ---y----------------- - APPLICATION FOR PAYMENT CONTRACT QUANTITY UNIT DESCRIPTI�N UNIT QUANTITY TO DATE PRICE TOTAL ---------------------------------------------------------=- SECTION I - SANITARY SEWER -------------------------- 0256.408 8" PVC, 10'-12' DEEP L,F. 215 ��5 1�.00 S 2L150.00 Q256.408. 8" PVC, 12'-14' DEEP L.F. 65 ,65 1Q.00 $ 650,00 0256.408 8" PVC, 14' -i6' DEEP L.F. 95 95 10.00 S 950.00 0256.408 S" PVC, 16'-18' DEEP L.F. 260 260 10.00 $ 2,6pp,pp 0256.408 8" PVC, 18' -20' DEEP L.F. 360 360 10.00 S 3,60(?.00 0256. 408 8" PVC, 20'-22' DEEP L.F. 49 82 10.00 $ 820.00 0256. 608 8" DIP, 10' -12' DEEP L.F. 2Q 2p 16.00 $ 320.00 0256. 608 II" bIP, 12' -14 ' DEEP L. F. 45 __ ,��____ 16 .00 S _ 72p.pp PAGE 1 OF 5 S}10RT-ELLIOTT-HENDRICKSON, INC. '- ' • � APPLICATION FOR PAYMENT (UNIT PRICE CONTRACT) NO. 3 OWNER: ROSEMOUNT, MINNESOTA OWNER'S PROJECT NO. 189 ENGZNEER'S PROJECT NO. 88254 ---------------- LOCATION: ROSEMOUNT, MINNESOTA CONTRACTOR ATJSTIN P. KELLER CONST. CO. CONTRACT DATE ---- ------------------------- 481 FRONT AVENUE CONTRACT AMOUNT $563, 76�. 50 ST. PAUL, MN 55117 ---_�_ __..____.._____..,........._ _ ______..--------------- CONTR. FOR SHANNON PARKWAY - SAP 2�8-io6-�4 & CONNEMARA TRAIL - SAP 20$-104-02 ---------------------------------------------- APPLIC.DATE Ma 26 1989 ---y--'------------------ PERIOD END. �„� 2�, 1989 ---Y ------------------ APPLICATIONJ FOR PAYMENT CONTRACT QUANTITY UNTT DESCRIPTION UNIT QUANTITY TO DATE PRICE TOTAL - ----------------------------------------------------- SECTIDN I - SANITARY SEWER -------------------- 0256.408 8" PVC, 10' -12' DEEP L.F. ' 215 �1� 10.00 $ 2,150.00 0256.408 8" PVC, 12'-14' DEEP L.F. 65 ,65 10.00 $ 650.00 0256.408 8" PVC, 14' -16' DEEP L.F. 95 95 10.00 S 950.00 0256.408 8" PVC, 16'-18' DEEP L.F. 260 260 �Q•�� $ 2,600.� 0256.40f3 S" PVC, 18' -20' DEEP I�. F. 360 3�p 10.00 S 3t6�,pp 0256.408 8" PVC, 20' -22' DEEP L.F'. 49 82 10.00 $ 820.00 0256. 608 8" DIP, 10' -12' DEEP L.F. 20 20 16.00 $ 32p.p0 0256. 608 8" DIP, 12' -14' DEEP L.F. 45 q5 16.00 S 720.00 PAGE 1 OF 5 SHORT-ELLIOTT-HENDRICKSON, INC. ` f.. . � � � . � . .. 0256.608 8" DIP, 14' -16' DEEP L. F. 45 45 16.00 S 720.00 Q256. 60$ � 8" DIP, I6' -1$' DEEP L.F. 40 40 16.00 $ 640.00 0256.608 8" DIP, 18' -2Q' DEEP L.F. 50 55 16.Q0 $ 880.0(� 0256. 608 8" DIP, 20' -22' DEEP L.F. 65 328 16.00 $ ��a o0 0256. 608 8" DIP, 22 ' -24 ' DEEP L.F. 330 47h 16.00 $ ��hl�-� 0256. 608 8" DIP, 24' -26 ' DEEP L.F. 595 583 16.00 $ g,3�Q� 0256. 608 S" DIP, 26' -28' DEEP L.F. 301 476 16.Op S_7.61��(�0 0256. 701 STND MANHOLE, 8' DEEP EACH 11 12 SOQ.00 S�c ,�� _00 0256.702 EXCESS DEPTH STND MH L. F, 1AO ��3 £ �7 fa ��U ' . - � � J.YA �1e^� i^1 /�.Q� �_�n��fcr_ . � . . .. Y�4�7'. � nq'+'ni�wJlJ*2�� 0256.706 MANHOLE �RQP SECTION L.F. 41 ,'}8.33 110.00 S __4,216.�� 0256.900 CONNECT TO EX SEWER EACH 5 4 1500.00 S ti.�_�_ 0256. 910 8" DIP FORCEMAIN L.F. 1700 1�33 12.00 $ 2 ,79 �_ , 0256.911 AIR RELIEF MANHOLE EACH 1 __� 2000.00 $�� pp � SECTION II - WATERMAIN -------------------- 0257.406 6" DIP WM, CL. 52 L.F, 380 361 10.00 $ 3,610.00 0257.408 8" DIP WM, CL. 52 L.F. 45 35 12.00 S 420.00 0257. 412 12" DIP WM, CL. 52 L.F. 605 6Q2 15.00 S 9,030.00 0257.416 16" DIP WM, CL. 52 L.F. 2270 2249 23.00 $ �i.727.O0 0257. 606 6" RS GATE VALVE & BOX EACH 8 _ � 300.00 $ ��_ 0257. 608 8" RS GATE VALVE & 80X EACH 1 1 400.00 S 4�.pp 0257. 613 12" BTRFLY VALVE & BOX EACH 1 � 650.00 $ �Sp_� 0257. 617 16" BTRFLY VALVE & BOX EACN 3 _� 1300.00 $_�Q�! 0257. 630 FITTINGS LESS THAN 12" LB. 490 450 1 .00 S. 450.Cm 0257. 631 FITTINGS 12" AND LARGER LB. 7250 4gq� 1.00 $ 4,gq,4_�n 0257. 640 FIRE NYDRANT EACN 7 � 925.00 $ 5,550.00 0257.903 CONNECT TO EX WM EACH 7 � �- z� ��c ` � 5Q0.00 $ �666:gg- PAGE 2 OF 5 SHORT-ELLIOTT-HENDRICKSOI3, INC. . • • � � � . . � � . . SECTION III - STREET, STORM SEWER, AND LIGHTING - 2021 . 501 MOBILIZATZON L.S. 1 1 18000.00 S 1$�QOO.Qp 21Q5.501 COMMON EXCAVATION C.Y. 1000 Q 2.00 S �� 2105.521 GRANULAR 80FEEZOW (L.V. ) C.Y. 1Q0� (� l .�Q $ O.QO 2112.501 SUBRADE PREPARATiON R.S. 44 � n 100.00 S n_� . 2116. 501 CORE EXCAVATION C.Y. 2000 �_ 1 .00 $ _�� 2116. 503 AGGREGATE HACKFILL C.Y. 200Q p 1 .00 $ �QO 0211 . 504 4" AGG BASE FOR SDWALK, CS. F. 33060 p 0. 20 S a.00 2211 . 503 AGG BASE PLACED, CL. 5 C.Y. &Q50 p 7. 50 $ ��p_ 2331 . 504 BIT MATERIAL FOR MIXTURE TON 130 0 128.00 $ 0.00 2331 . 514 BASE COURSE MIXTURE TQN 289Q Q 8.00 $ 0.00 2341 . 504 BIT MATERIAL FOR MIXTURE TON 173 fl 128.00 $ 0.00 2341.508 WEARING COURSE MIXTURE TON 2$90 p 8 . 20 $ 0.00 2357.502 . BIT MAT FOR TACK COAT GAL. 1310 Q 1 .QO $ O.OQ.'' 2503. 511 12" RCP STORM SEWER, 368 �- .5/S Z � CL. V L.F. 5 6 5 -5}.�� 14.00 S .�,-}9�.gg- 2503. 511 15" RCP STORM SEWER, ,5-6g �. 9, U��£� ` CL. IV L.F. 832 _�g�. 16.00 S �9- 2503.511 18" RCP STORM SEWER, �-o � t�, osa' CL. IV L.F. 653 �-}�- 17.0(3 $ �� ._ 2503. 511 21" RCP STORM SEWER, CL. IV L.F. 511 512 18.00 S 9,216.00 2503. 511 24" RCP STORM SEWER, ' CL. III L.F. 24 24 18.00 $ 432.00 2504. 602 ADJUST GATE VALVE BOX EACH 21 p 100.00 $ 0.00 2506. 506 CONSTRUCT MH, DESIGN B L.F. g2, 5 67 � E�?/64 - +�- 92.00 $ .{i;9@6;8g�. 2506. 506 CONSTRUCT MH, DESIGN C L.F. 5.6 4_gl 190.00 $ 932.90 2506. 506 CONSTRUCT MH, DESIGN C-1 L,F. 8. 6 � 170.00 $ jt190� /Z � zi� " 2506. 506 CONSTRUCT MH, DESIGN Y L.F. 21 �}�,,.64 175.00 $ �98�.�00- �l.•S�. Z Z.S 7 � 2506.509 CONSTRUCT MH, DESIGN X L.F. 32. 1 -�:3.�. 105.00 $ -zr'�65,-�9- PAGE 3 OF 5 SHORT-ELLIOTT-HENDRICKSON, INC. , � � .. ' 25Q6. 511 RECONSTRUCT MANHOLE L.F. 20 0 65.00 $ 0,00 2506. 516 CASTZNG A5SEMHLY, TYPE R-1733 EACH lp 0 150.OQ $ 0.00 2506.516 CASTING ASSEMHLY, TYPE R-3067 EACH 16 Q 25Q.00 S O.pp 2506. 522 ADJUST FRAME AND RING GASTING EACN 56 . �_ 100.QO $__ n,�p 2521.511 2" BITUMINOUS WALK S.F. 33060 0 0.30 $ 0.00 2531. 501 CONCR�TE CURB & GUTTER, DESIGN D41$ L.F. 2920 p 4.30 $ 0.00 2531 . 501 CONCRETE CURB & GUTTER, DESIGN B618 L. F. 5640 � 4.30 $ 0.00 2545. 511 LIGHTING UNITS, TYPE 8 EACH 5 0 1000.00 $ 0.00 2545. 511 DIRECT HURIED CABLE L.F. 111� 0 3.00 S 0.00 2545.552 FEED POINT EACH 2 0 1500.00 $ 0.00 2554. 505 PERMANENT BARRICADES L.F. 32 0 25.00 $ 0.00 2564. 531 F&I SIGN PANELS, TYPE C S.F. 193 0 17.00 $ 0.00 0564. 602 CROSSWALK PVMENT MESSAGE EACH 2 0 90.00 $ 0.00 2564. 603 4" WIDE SOLID LINE, YELLOW L.F. 6750 0 0. 25 $ 0.00 2564. 603 4" WIDE BROKEN LINE, WHITE L.F. 98Q 0 0. 25 $ 0.00 PAGE 4 OF 5 SHORT-ELLIOTT-HENDRICKSON, INC. � . , �P l.I C�1T I ON F�R PAYMENT - Con t i n� �o Z-4�, 0g3— iota i i,ontract Amount 5 563,760.50 '"T al Amount Earned 3 =L� '"',-r�-v^�- Material Suitably Stored on Site, Not Incoporated into Work � 0.00 Contract Change Order No. Pereent.Complete S �•� Contract Change Order �Vo. Percent Complete $ Contract Change Order tJo� Percent Complete � '�tE's U�43 �-� GROSS AMOUNT OtJE. . . . . . . . . . . . . . . b �� f t.,rt�'<.. ��. � lESS ,.__,._,�_,_� RETAINAGE. . . , . , . . . $ ��.�- �35;641, �L AMOUNT DUE TO OATE. . . . . . . . . . . . . $ �,5,,.:�,� LESS PREVIOUS APPLICATIONS. . . . . � 139,490.69 ' g6,/sc �> � AMOUNT OUE TNIS APPIICATION. . . . $ '^� ^"� n� CONTRACTOR'S AFFIDAVIT • The undersigned Contractor hereby swears under penalty of perjury that (1) all previous progress . payments received from the Owner on account of work performed under the cantract referred to above have been applied by the undersigned to discharge in full all obligations of the under- signed incurred in connection with work covered by prior Applications for Payment under said contract, and (2) all material and equipment incorporated in said Project or otherwise lfsted in or covered by this Application for Payment are free and clear of all liens, claims, security interests and encumbrances. � Dated Mav 26, 1989 , 19 Austin P. Keller Construction Co. Cant actor By ``--- -� ' - �f� Name and Title Jerry G. Larson, Vice President �OUNTY OF . � ) $S �TATE Of ' „� ) 3efore me on this � `�' day of �i�/�-�� ., � . 19 a9 personally appeared �. �cnown to me, w�io being�cuTy swarn, did depose ind ay that e is e ' of the Contractor above mentioned; Office : • that he executed the above Application for Payment and Affidavit on behalf of said Gontractor; and that all of the statem�nt5'�contained therein are true, correct and compiete. i My Commission Expires: g�.�� '�� Notary P 1 i c .,-;-,-.,^. .. 'ta,.�.. .. The undersigned has checked the Contractor's Application for Payment shown above. A part of this Application is the Contractor's Affidavit stating that all previous payments to him under this Contract have been applied by him to discharge in full all of his obligations in - connection with the work covered by all prior Applications for Payment. In accordance with the Contract, the undersigned approves payment to the Contractor of the Amount Due. ' SHORT EL HE�CKSQ ; Date �� ;�C> :� � T �,; ,�,� By �� 7� �'�v,