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Home My WebLink About4.k. Approve Final Payment for West Ridge 3rd Addition , . CITY OF ROSEMOUNT EXECUTIVE SUMMARY FOR ACTION CITY COUNCIL MEETING DATE: October 16, 1990 AGENDA ITEMz Approve 7th & Final Payment for AGENDA SECTION: City Contract 1989-2, West Ridge 3rd Addition Consent PREPARED BY: Richard M. Hefti AGENDA City Engineer/Public Works Director �� ATTACHMENTS: (1) Application #7 APP ED : While" the actual completion of construction for this pr ect occurred this summer, the Contractor has finally gathered all the necessary documentation together to allow us to proceed with the final payment and acceptance of this project. The documentation the Contractor needed to furnish before receiving final payment are as follows: IC-134, Minnesota Department of Revenue Forms _ _ __ __._ - Lien Waivers from suppliers :and sub-contractors Letter of Consent from 5urety Company Our Consulting Engineer has provided inspection observation for this project to insure the construction was in accordance with the specifications and City Standards. In addition our people assisted in the final inspection of this project. As a result we can recommend that Council approve this final estimate and accept the project for continual maintenance. There is a one year warranty on all construction performed under this project. The assessment hearing far this project was held on 'October 2 , 1990. The cost indicated in this final payment were included with the cost that were assessed. RECOMMENDED ACTION: Motion to Approve the 7th & Final Application for Payment to Nodlund Construction Company in the amount of $16, 369 . 75 and to accept this project for continual maintenance. COUNCIL ACTION: APProved 8 � i . . . . � . . . . / CITY OF ROSEMOUNT APPLICATION FOR PAYMENT NO. 7- r-1NAL CITY PROJECT NO' /�� SEH FILE NO: �9 � 3 '� PROJECT: 6ti'FS i l�iD(�E 3�D RD.r7 �i KcET E- i,'T!4_. i'TY Gt7iVS�iRi.'Ll't�>� CONTRACTOR: N��ANn c��)V S i ��1t CONTRACT DATE: ��j j �� ?c%. 13it� 33S AFPLICATION DATE: �/�,�; � � � p�Eri��"1��' � � MI� j�3o$ FOR PERIOD ENDING: �/'�.,�i �� Total Contract Amount $_ �i(��O;�S,ov Total Amount Earned $_ 3 i�*, 4G�p,;�� Material Suitably Stored on Site, Not Incorporated into Work $ Contract Change Order l�o. � Percent Complete ��p � $ �(�j �� .�,�i . Contract Change Order No. Percent Complete $ Contract Change Order No. � Percent Complete $ GROSS AMOUNT DUE . . . . . . . . . . . . . . $ 3��,�R 3't��. LESS U' $ RETAINAGE . . . . . . . . . . . . . . . . . $ C� AMOUNT DUE TO DATE .'. . . . . . . . . . . . . . $ ��Z1 �e}'S,C7� LESS PREVIOUS APPLICATIONS . . . . . . . . . . . . $ �1 �,G2�. 33 AMOUNT DUE THZS APPLICATION . . . . . . . . . . . $ ��,, 36�j,`i5' O D: ichard . Hef ' , City Engineer/D ector of Public Works APPLICATION FOR PAYMENT � � � � � � � � ------------------------- SHORT EL!IOiT HEPl�7RICKSQN, iNC. (UNIT PRICE CONTRACT) rro. SEP N8 199(1 7-�'�.n� S7� Pau�' JER: ROSEMOUNT MINNESOTA OWNER'S PROJECT NO. 1�5 ------------------------------------ ---------------- - ENGINEER'S PROJECT NO. 89137 ---------------- �ATION: ROSEMOUNT, MINNESOTA vTRACTOR NODLAND CONSTRUCTION CO. , INC. CONTRACT DATE kug i�,19�9 --- ------------------------- P.O. BOX 338 CONTRACT AMOUNT $316,025.00 ---- ----------------------- ALEXANDRIA, MINNESOTA 56308 ----------------- __ _ _: _ _ _ -_ _ _ __ -- +1TR. FOR WEST RIDGE 3RD ADD. ST. & UTILITY CONST. - ROSEMOUNT, MINNESOTA ----------------------------------------------------- ?LIC.DATE 9-20-90 �IOD END. 9-20-9Q -------- , APPLICATION FOR PAYMENT CONTRACT QUANTITY UNIT DESCRIPTION � UNIT QUANTITY TO DATE PRICE TOTAL �6.408 8" PVC, 10' -12' DEEP L.F. 968 868 10.00 $ 8r680. Q0 �6.408 8" PVC, 12'-14' DEEP L.F. 100 192 10.00 $ 1 , 920. 00 �6.408 8" PVC, 18 ' -20' DEEP L.F. 80 80 12.00 $ 960. 00 �6. 610 10" DIP, 16'-18 ' DEEP L.F. 130 236 24.00 $ 5 , 6�4. 00 i6. 610 10" DIP, 18 ' -20' DEEP L.F. 262 499 25.00 512 ,475 . 00 i6. 610 10" DIP, 20' -22' DEEP L.F. 443 227 26.00 $ 5 , 902 . 00 i6. 610 10" DIP, 22' -24' DEEP L.F. 131 197 27.00 $ 5 , 319. 00 �6. 610 10" DIP, 24' -26' DEEP L.F. 276 81 28.00 $ 2 , 268 . 00 �E 1 OF 5 SHORT-ELLIOTT-HENDRICKSON, INC. ; . . • D256.701 STANDARD MANHOLE, 8' DEEP EACH $ g 700.00 $ 5 ,500.00 0256.702 EXCESS DEPTH STANDARD MH L.F. 69 67 . 6 60.00 $ 4,056 : 00 0256.705 8" PVC CLEAN OUT L.F. 13 17 . 3 25.00 $ 432 . 50 0256.706 MANHOLE DROP SECTION L.F. 32 19 • 88 80.00 $ 1 ,59D.�0 0256.801 8" BY' 4" PVC WYE EACH 25 25 100.00 $ 2 ,5Q0.00 0256.8Q1 lp" BY 4" DIP TEE EACH 17 17 160.00 S 2 ,720.00 0256.803 4" PVC SERVICE L.F. 1995 1989 6.00 $ 11 ;934. 00 0256. 805 4° DIP RISER L.F. 225 175 12.00 $ 2. 100. 00 0256.900 CONNECT TO EXISTING SEWER EACH. 1 1 100.00 $ 100 . 00 0256.900 CUT INTO EXISTING MANHOLE EACH 2 2 100.OQ $ 20'0. 00 0257.406 6" DIP WM, CL 52 L.F. 1450 1427 . 5 10.00 $ 14 ,275 . 00 0257.408 8" DIP WM, CL 52 L.F. 1280 1279 12.00 $ 15 , 348 .00 -0257.-b06 __,6'� RS GATE VALVE AND BOX - _EACH - 2 - -_ 2 - 350.00 S 700.'00 0257.608 $" RS GATE VALVE AND BOX EACA 4 2 450.00 $ ' 900. 00 0257. 630 FITTINGS LESS THAN 12° LB. 1300 1143 1.40 $ 1 , 600. 20 0257.640 FIRE HYDRANT EACH b 6 1000.00 $ 6, 000. 00 0257.710 1° COPPER SERVICE L.F. 2085 2117 3,pp $ 6 . 351 . 00 0257.730 1" CORPORATION EACH 42 42 20.00 $ 840. 00 0257.740 1" CURB STOP & BOX EACH 42 . 42 60.00 $ 2 ,5ZO. OQ 0257.801 $" ON 12" PRESSURE TAP EACFI 2 2 1600'.00 $ 3, 200. 00 0257. 806 INSULATION BD. FT 200 � 1,Qp $ � 0257.903 CONNECT TO EXISTING WM EACH 2 � 100.00 $ 200 . 00 0258.401 12" RCP CB LEADS, CL. IV L.F. 368 348 . 2 17.00 $ 5, 919.40 0258.402 15" RCP CB LEADS, CL. III L.F. 139 150 1$.00 $ 2 �700 . 00 �258.415 15" RCP STORM SEWER CLIII L.F. 346 184 19.0lJ $ 3 ,496. 00 �258.418 18" RCP STORM SEWER CLIII L.F. 663 210 20.00 $ 4 , 200 .00 �258.421 21" RCP STORM SEWER CLIII L.F. 55 207 .5 22.00 $ 4,565. 00 �258.424 24" RCP STORM SEWER CLIII L.F. b0 544 . 5 23.00 $ 12 ,523 .50 ?AGE 2 OF 5 SHORT-ELLIOTT-HENDRICKSON, INC. � • . 1 �8.427 27" RCP STORM SEWER CLIII L.F. 497 493 25.00 $ i2 , 325.D0 58.436 33" RCP STORM SEWER CLIII L.F. 1104 1011 32.00 $ 32 , 352 . 00 58.536 33" RCP APR W/TRASH GUARD EACH 1 1 750.00 $ 750.00 58. 603 MANHOLE, TYPE B L.F. 27 32 . 3 60.00 $ 1 ,938. 00 58. 604 MANHOLE, TYPE C L.F. 99 91 .0 1�0.00 $ 9, 100 .00 58. 605 MANHOLE, TYPE D L.F. 24 30 . 7 150.00 $ 4,605 . 00 58.704 CATCH SASIN, TYPE X L..F. 35 35 . 1 50.00 $ 1 ,755 . 00 58.705 CATCH BASIN, TYPE Y L.F. 39 40. 6 60.00 $ 2 ,436. 00 �8.801 R 1733 MH CASTING EACH 15 15 130.00 $ 1 , 950. 00 �8.808 � R 3067 CB CASTING EACH 18 18 180.00 $ 3 , 240 .00 �$.809 R2561A CB CASTING EACH Z 2 1$0.00 $ 360 . 00 �8.920 GROUTED RIPRAP CL. III C.Y. 15 15 50.00 $ 750, 00 �$.921 GRANULAR FILTER MATERIAL C.Y. 7 � 20.00 $ 140 . 00 73. 501 STRAW BALES EACH 20 gp 5.00 $ 400 . 00 J5.501 CONII�tON EXCAVATION C.Y. 1000 4350 0.50 $ 2 , 175 . 00 �5. 521 GRANULAR BORROW (LV� C.Y. 1000 0 1.00 $ � 11. 501 TEST ROLLING R.S. 24 24 35.00 $ 840.OD 12.501 SUBGRADE PREPARATION R.S. 24 24 65.00 $ 1 , 560 . 0-0 11. 503 AGG. BASE PLACED, CL. 5 C.Y. 1780 1780 .00 g.50 $ 15, 130 . 00 31. 504 BIT. MATERIAL FOR MIXTURE TON 35 47 • 26 125.00 $ 5,907 . 50 31. 514 BASE COURSE MIXTURE TON 77Q 843 . 88 g.gp $ 7 .848 . 08 �1: 504 BIT. MATERIAL FOR MIXTURE TON 50 49• 25 125.00 $ 6 , 156 .25 �1.508 WEARING COURSE MIXTURE TON 770 85� •77 10.30 $ $ � 835 .03 �7. 502 BIT. MAT FOR TACK COAT GAL. 450 400 1.30 $ 520. 00 )4. 602 ADJUST GATE VALVES EACH 6 � 50.00 $ 350 . 00 )6. 522 ADJUST FRAME/RING CASTING EACH 14 16 75.00 $ 1 , 200. 00 :1.501 4" CONCRETE WALK S.F. 9600 9791 .4 Z,15 $ 11 , 260. 11 �E 3 OF 5 SHORT-ELLIOTT-HENDRICKSON, INC. � APPLICATION FOR PAYMENT - Continued � ' ' Total Contract Amount $ 316,025 .OQ Total Amount Earned $ 316 ,400.27 Material Suitably Stored on Site, Not Incoporated into Work $ Contract Change Order No. 1 Percent.Complete 100�' $ l0, 994, 81 Contract Change Order ��o, percent Complete $ Contract Change Order �do. Percent Complete g GROSS AMOUNT DUE. . . . . . . . . . . . . � 327 , 395 . 08 LESS _�% RETAINAGE. .. . . .. . . $ p AMOUNT DUE TO DATE. . . . . . . . . . . .. $ 327 , 395. 08 LESS PREVIOUS APPLICATIONS. . .:. $ 311 . 025 . 33 � � AMQUNT DUE THIS APPLICATION. . . . $ _ 16 . _ 69. 75 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 contract 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 _contr_act�_ - - - - __ _ _ _ __ -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. Dated ��2y � lg j� . NODLAND CONSTRUCTION CO . , INC. ract � By :��-•` i �`�!L�� Name and Title wOUNTY OF ,�C�uC�.lu� ) SS �TA7E OF __ ,C�r��„ � , 3efore me on this I�� '��. day of S�en(- , 19 �'�, personally appeared ' ' ' ",��-�r1� known to me, w o bei ng�uTy sworn, di d depose �nd say that he is the U of the Contractor above mentioned; Office �hat he executed the above Applicatian for Payment and Affidavit on behalf of said Contractor; 3nd that all of the sta, fined-�the�re��n, are t ue, correct a complete. ,,,:-- :�. ALYIN R. GUENTNER 1•; �ly Commi s s i on Exp i res: � NOtnry �"��"� �`'�`'"Bio+s � ' � Q.. �%�S COUhTY � ��t:/l'�L:.� 1 `� ,�� My Commi:sion E:pin: � Notary Pub 1 C � Fsbrue�r 2H, !944 'he undersigned has checked the Contractor's Application for Payment shown above. A part of :his Application is the Contractor's Affidavit stating that all previous payments to him nder this Contract have been applied by him to discharge in fuil all of his obligations in onnection with the work covered by all prior Applications for Payment. n accordance with the Contract, the undersigned approves payment to the Contractor of the mount Due. SHORT LLIOTT H NORI;�ON, INC. ��, ate lv��f 9C� B y - � ��V � , 39e 5 of 5