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HomeMy WebLinkAbout4.g. Payment #5, O'Leary's Hills 5th Addition Street & Utility Improvements, City Project #232 t � CITY OF ROSEMOUNT EXECUT{VE SUMMARY FOR ACTION CITY C�UNCIL MEETING Dl�TE: November 2, 1993 AGENDA ITEM: Pay Estimate #5, O'Leary's Hilts 5th AGENDA SECTtON: Addition Street & Utility Improvements, City Project #232 Consent PREPARED BY: Bud Osmundson AGEN �� City Engineer/Assistant Public Works Director ��� � ,�< � ATTACHMENTS: Pay Estimate #5 APP VED B : �� /J ��,� �� This item requests the fifth payment to Arcon Construction Co. in the amount of 542,220.08 for City Project #232, 0'Leary's Hills 5th Addition. Work completed and represented in this amount as of October 15, 1993 is 98°10 of contracted work. The work has been inspected and is in comptiance with contract documents. Remaining work is the installation of:the final lift of bituminous which will be installed in 1994 and finat restoration of the project area. Attached is a copy of the pay voucher for your infarmation. Staff recommends approval of this fifth payment request. ,� RECOMMENDED ACTION: MOTION TO APPROVE PAYMENT #5 TO ARCON CONSTRUCTION CO. IN THE AMOUNT OF $42,220.08 FOR O'LEARY'S HILLS 5TH ADDITION STREET AND U7ILITY 1MPROVEMENTS, ClTY PROJECT #232. COUNCIL ACTtON: 4 , , CiTY !OF ROSEMOLJNT APPLICATION F(JR PAYMENT NO. �— CITY PROJECT NQ: �� SEH FILE NO: R��F1�rt24�n nn PRO]ECT: -f�'T.aa T'c Hitic �i+h�,�jr�i{�jn CONTRACTOR: A rrnn C'��tict�nn C'o, Tn�. CONTRACT DATE: 11 l�.f 9� 9�� Fact F�rp�r Ati�n��P AI'PLICATION DATE: Tfl/��,L43 _M�a, lv(�j ��Q�� F�IZ PERIOD ENDING: �1/���.9� Total Contract Amaunt 'f�-��7,6hh.26 Total Amaunt Earned $ �24,fi43 �R Material Suitably Stored on Site, Not Incorporated into Work � $ Contract Change Order Na. Percent Complete $ Contract Change Order No. Percent Complete $ Contract Change Order No. Percent Complete $ GROSS AM(�UNT DIJE . . . . . . . . . . . . . . . . . . . . . . . $ ��a,�3...�R LESS 5% RETAINAGE . . . . . . . . . . . . . . . . . . . . . . $ _ ��,,,�4.2 �9 AMOUNT DUE TO DATE . . . . . . . . . . . . . . . . . . . . . . $ 49S,hm �A LESS PREVIOUS APPLICATIONS . . . . . . . . . . . . . . . . $ ��E,+���� AMOUNT DUE THIS APPLICATION . . . . . . . . . . . . . . $ 4�,��(LOR APPROVED: � � u smun son City Engineer/Assistant Director of Public Works � t APPLICATION FOR PAYMENT (UNIT PRICE CONTRACT) NO. "�.>' .. ROSEMOUNT, MINNESOTA OWNER'S PROJECT NO. 232 ENGINEER'S PROJECT NO. 924i0 'ION: O'LEARY'S HiLLS 5TH ADDITION ZACTOR ARCON CONSTRUCTION CO. , INC. CONTRACT DATE 903 EAST FOREST AVE. CONTRACT AMOUNT $537, 666.2b � MORA, MN 55051 :. FOR O'LEARY'S HILLS 5TH ADDITION - UTILITY & STREET CONSTRUCTTON =C.DATE - -- -- - - _ )D END. APPLICATION FOR PAYMENT CONTRACT QUANTITY UNIT 3SCRIPTION UNIT QUANTITY TO DATE PRICE TOTAL �ULE A - SANITARY SEWER - - ^ ---`------`- .403 REMOVE SANITARY SEWER L.F. 60 � 6.00 � ��• p� .410 REMOVE MH DROP SECTION L.F. 5.3 f7•,..� 50.00 � �+7��Q .101 CRUSHED ROCK PIPE FOUNDATION TON 50 """ 8.00 . 1Q3 GRANULAR PIPE FOUNDATION TON '� 50 —' S.00 . 1Q7 REPLACEMENT BACKFILL TON 100 "' S.00 . 112 $"PVC SEWER, 10' -15' DEEP L.F. 371 ¢8� 15.08 �9���:�- , 113 8"PVC SEWER, 15' -20' DEEP L. F. 949 ��'� 15.38 /� �'��i �►� 1 OF 8 SHORT-ELLIOTT-HENDRICKSON, INC. � ��� f��f 213 10"PVC SWR, 15 ' -20' DEEP L.F. 210 v�02 30.27 („�1� + �st 214 10"PVC SWR,20 ' -25' DEEP L.F. 187 /9J� 30.27 ����e`? 215 10"PVC SWR, 25 ' -30' DEEP L.F. 38 3�j 30.27 � �I D, � 225 10"DIP SWR, 25 ' -30' DEEP L.F. 84 � 37.37 �-��'� r �o� 501 MANHOLE, 10` DEEP EACH 7 � _ 1I70.00 �9��_�� 511 EXCESS MANHOLE DEPTH L.F. 64 ��'�� 55.60 �r(l �- � 611 8" X 4" PVC WYE EACH 31 v�/ 37.00 `I�7��? 612 10" X 4" PVC WYE EACH 4 �' 72.00 ��'S��' 011 4" PVC SERVICE PIPE L.F. 1350 �¢-�� 5.74 �J�J�1. ''�.�'�- 015 4" PVC RISER PIPE L.F. 319 J93 5.74 /����8'� 531 CONNECT TO EXISTING MH EACH 1 l 360.00 �d��� �ULE >B - WATERMAIN •------------------------------- OD1 AGG. BASE RESTORATION 2N.-S. 297 __��3�,! 0.$0 G SIv, g0 O11 BIT. SURFACE RESTORATION fiN.-S. 149 �'/l 6.3(? r� 'J��''`�� �� I�6 6" DIP W.M. , CL. 52 L.F. 1450 /�� T1.31 ,/�� ��'�� 108 8" DIP W.M. , CL. 52 L.F. 902 J44 13.46 �?j �/���'}� 211 6" GATE VALVE AND BOX EACH 9 S 283.00 '����� 212 8" GATE VALVE AND BOX EACH 3 'J� 378.00 l ����D 181 DTP FITTINGS LB. 1600 ,/��Z 1 .71 ��`� �' y� 311 HYDRANT EACH 4 � 1130.00 ��/��'`� 322 SALVAGED HYDRANT EACH 1 � 240.(JO ����� .411 1" COPFER SERVICE PIPE L.F. 1620 �_� 7.04 1 ����'l'O ,421 1" CORPORATION STOP EACH 35 �� 35.00 ����� 431 1" CURB STOP AND BOX EACH 35 �.� 67.50 'Z�L�' '�-'r'D / ;:. „/ 511 16" X 8" PRESSURE TAP WJ8" GATE VALVE AND BOX EACH 1 __� 1300.00 / o'�-�' '' 611 INSULATION BD.FT. 256 �'r'...�`�e 1.00 � �� '�� 531 CONNECT T� INPLACE WM EACH 2 � 120.00 � �D���' . �I� D7� , 3� 2 OF 8 SHORT-ELLIOTT-HENDRICKSON, INC. �ULE C - STREETS --------------------------------L . 510 MOBILIZATI�N ,S 1 ' � 8700.00 ��• � 201 TRAFFIC CONTROL L.S. 1 � 1500.00 G���'�a 401 REMOVE CONC C & G _ L.F. 40 �_ 4.00 /fj► ' � .005 ROCK CONST. ENTRANCE EACH 3 300.�0 601 C�MMON EXCAVATION (LV) C.Y. 1000 ���� 1.50 '��"'C�lo �`� . 621 GRANULAR BORROW (LV) C.Y. 1000 ���� 3.50 _��•_S�� .701 TEST ROLLING R.S. 21 �rG 10.00 G ��d .801 SUBGRADE PREPARATION R.S. 21 'J��/%Z 100.00 I�I�•� .803 AGG. BASE PLACED, CL. 5 C.Y. 1212 /:? /� 13.50 ��o ��02•� .10$ TYPE 41 WEARING COURSE MIXTURE TON 580 19.80 .110 TYPE 31 BASE COURSE MIXTURE TON 580 ��f 1$.80 �O 7�� $D .201 CONC. CURB AND GUTTER L.F. 4440 _�7� 5.75 c'�7'������� .001 4" CONCRETE WALK S.F. 1770 /75,� 1.55 ����• �'� .002 6" CONCRETE WALK S.F. 120 ��a 1.90 �"��`� .702 BIT. MAT. FOR TACK COAT GAL. 410 G� 1.00 ��„�.� .001 AGG. BASE RESTORATION IN.-S. 222 ���► 0. 80 ��a' � .011 BIT. SURFACE RESTORATION IN.-S. 111 �J'r�s 6.30 ������ .701 ADJUST FRAME & RING �� �r-�y,� CASTING EACH 15 �� 150,00 .703 ADJUST VALVE BOX EACH 7 � 100.00 �B�'� .703 PERMANENT BARRICADES L.F, 32 � 24.40 �f �• � .702 STREET NAME SIGN EACH 3 � 225.00 ��%�- �� .001 SEEDING ACRE' 1.2 f. 2 280.00 �J��• � .002 SEED, MIXTURE 600 LB. 88 �� 2.25 `��•� � .005 SODDING, TYPE LAWN S.Y. 1735 � ' � 1.28 ���.!J .O11 MULCH MATERIAL, TYPE I TON 2.3 �� � 105.00 02� :O?� �j(o� 1:�� � �� 3 OF 8 SHORT-ELLIOTT-HENDRICKSON, INC. , 019 DISG ANCHORING AGRE 1. 2 /�� 48.00 ��• � Q23 WOOD FIBER BLANKETS, TYPE HV S.Y. 200 """ 1.28 032 COM. FERTILIZER, ANALYSIS 12-12-12 LB. 120 I�7 � 0.23 ��_� 223 2" NONMETR.LLIC CONDUIT L.F. 240 �� 6.00 ! / �•� ULE D - STORM SEWER PHASE I: .RY'S HILLS 5TH ADDITION �--------------------------- 501 TEMFORARY FENCING L.F. 600 _�� 3. 50 ��-v�- ,�O 001 BALE CHECK EACH 30 G�_ 5.00 �3`�-� 003 SILT FENCE, PREASSEMBLED L.F. 300 _�_ 2.�0 f�, eQ 5�7 GROUTED RIPRAP CL. III C.Y. 7 � 9Q.00 ��j-Q. � 511 GRANULAR FILTER C.Y. 4 � 20.00 ��� 001 AGG. BASE RESTORATION IN.-S. 164 °�j:�70 0.80 �m ✓�.Q� O11 BIT. SURFACE RESTaRATION IN.-S. 82 �� ` 6.30 i2���•� 001 12" RCP CB LEAD, CL. IV L.F. 259 f`�� 22.54 _`�D' 3� .OQ2 15" RCP CB LEAD CL. III L.F. 1I9 �6A•'T 23.04 �j�'17�?'" 013 18"RCP STORM SWR, CL III L.F. 218 """ 20.89 015 21"RCP STORM SWR, CL III L.F. 130 /✓�.2 22.74 �7�l'� .D16 24"RCP STORM SWR, CL III L.F. 31 ""' 24.29 017 27"RCP STORM SWR, CL III L.F. 637 ��� 31.10 f��lD.�E'J 018 27"RCP STORM SWR, CL IV L.F. 526 ���• 37.09 f�'f��� � 019 27"RCP STORM SWR, CL V L.F. $5 ��_ 53.20 �o�����a .D37 27" RCP APRON W/TRASH GUARD EACH 1 � 740.00 ���• � 041 MANHOLE, TYPE B L.F. 18.4 �1g.1o.3 153.00 �8���� , 042 MANHOLE, TYPE C L.F. 22.2 � , � 168.00 � �• ��- 043 MANHOLE, TYPE D L. F. 18.9 �9��t� 176.00 �J�r7�7��� �45 MANHOLE, TYPE F L.F. 16 ,�j,�8 350.00 ��a'� 051 CATCH BASIN, TYPE X L.F. 43. 6 3�.$� 146.60 �_d�,��j 4 OF 8 SHORT-ELLIOTT-HENDRICKSON, INC. � I�/��� �� 452 CATCH BASIN, TYPE Y L.F. 14.8 �d.� 1.52.0(J � 1��, �l fD 053 CATCH BASIN, TYPE C-1 L.F. 18.2 �^• g 186,00 ���o��`�'�'' 061 MH CASTING, TYPE R-Z642 EACH 8 ,1—i 252.00 ��7!v7-� 602 CATCH BASIN CASTING, TYPE R-3067V EACH 16 ��' 290.00 ����� 071 CONNECT TO INPLACE STORM SEWER EACH 1 � 360.�0 ��'� Q05 SODDING, TYPE LAWN S.Y. 2050 ��O 1.28 ���•� 032 COM. FERTILIZER, ANALYSIS 12-12-12 LB. 42 �4 0.23 �. 9D 7ULE E - STORM SEWER PHASE II: �RY'S HILLS FUTURE ADDITIONS -------------------------------- + 501 TEMPORARY FENCING L F. 500 /�7f> 3.5� �J�'� >402 REMQVE STORM SEWER L.F. 430 �iQ/ 4.00 ` '��D���D .409 REMOVE STORM SWR STRUC. EACH 2 � 200.0� `-t��'�"� .502 CLEARING TREE 3 3 100.OQ �J" ��� . 507 GRUBBING TREE 3 � 50.00 /v�� �� . 101 CRUSHED ROCK PIPE FOUNDATION TON 50 — 8.00 . 103 GRANULAR PIPE FOUNDATION TON 50 "'~ 5.00 . 107 REPLACEMENT BACKFILL TON 100 ""' S.00 .001 AGG. BASE RESTORATZON IN.-S. 3335 ✓�/(3 0.80 �'S��'�� .011 BIT. SURFACE RESTORATION IN. -S. 1668 �'✓�9.•�. 6.30 ������Gp .014 18"RCP STORM SWR, CL IV L.F. 10 /4 24.95 ���• �� .018 27"RCP STORM SWR, CL IV L.F. 693 lo J'�"„3 30.82 �� ���'2� . 019 27"RCP STORM SWR, CL V I;.F. 238 v��� 42.29 ���Q�iZ� ,, O20 36"RCP STORM SWR, CL IV L.F. 309 3Q�!, 48.84 I����• �7 021 36"RCP STORM SWR, CL V L.F, 4$6 �� 61.70 2�1���•� ' 022 48"RCP STORM SWR, CL IV L.F. 425 �9� 79.65 ��� -�S'•�� 042 MANHOLE, TYPE C L.F. 73.9 ��7 14$.00 ��J�`T'� 5 OF $ SHORT-ELLIOTT-HENDRICKSON, INC. . J� ����� �� 043 MANHOLE, TYPE D L.F. " 92.5 �, � 181.20 ��it � ��/ _044 MANHOLE, TYPE E L.F. 41.6 3''��" �� 295.00 "Jd���,�0 055 CATCH BASIN, TYPE J L.F. 19 „�S.✓�� 86.00 �?���•� 061 MH CASTING, TYPE R-1642 EACH 12 /`„� 252.00 ���`'`7�� 062 CATCH BASIN CASTING, ��p,� TYPE R-3067V EACH 1 � 290.00 .072 CONNECT TO INPLACE MH EACH 1 � 360.00 �.1fl� � ,001 SEEDING ACRE 2.5 �, 9 280.00 �jL�-� 002 SEED, MIXTURE 600 LB. 11 �� 2.25 ��•7� .004 SEED, MIXTURE 1100 LB. 189 �c� 0.38 ��'��" .005 SODDING, TYPE LAWN S.Y. 2111 �� 1.28 � '�J�d�Ot�'l .011 MULCH MATERIAL, TYPE I TON 5 �• �j 105.00 (,��/�dD .019 DISC ANCHORING ACRE 2.5 %�� 9 48.00 � /�•� .023 WQOD FIBER BLANKETS, TYPE HV S.Y. 200 1.28 .032 ANALYSIST12I12R12 LB. 294 '�'�'� 0.23 ����/ �ULE F - STORM SBWER PHASE III: � ROSE PARK ADDITION -----------------L . .402 REMOVE STORM SEWER .F 65 i�¢ 6.00 L}��'I•&� ,003 SILT FENCE, PREASSEMBL�D L.F. 700 � 1. 50 �J •yO ,101 CRUSHED ROCK PIPE FOUNDATION TON 50 '-" 8.00 .I03 GRANULAR PIPE FOUNDATION TON 50 5.00 ,107 REPLACEMENT BACKFILL TON 3590 �:2�*f 2.50 J'��a� v�a 507 GROUTED RIPRAP CL. III C.Y. 6 � 90.OD %`? �' � �r 511 GRANULAR FILTER C.Y. 3 •.3 20.C�0 �e�.� 012 15"RCP STORM SWR, CL IV L.F. 385 �g� 20.60 �`� �'j�� 014 18"RCP STORM SWR, CL IV L.F. 154 O'.�� 22.10 �7`��3•� sfal�%?•�►'O 6 OF 8 SHORT-ELLIOTT-HENDRICKSON, INC. 033 18" RCP APRON W/TRASH GUARD EACH 1 I 570.00 �-Q.tS� ` 041 MANHOLE, TYPE B L.F. 37.1 �.� 100.40 �J��•� 061 MH CASTING, TYPE R-1642 EACH 3 ✓� 252.00 ��'� 072 CONNECT TO INPLACE STORM SEWER EACH 1 � 360.00 3�'� 001 SEEDING ACRE 2.1 � 280.00 i2-��� 003 SEED, MIXTURE 800 LB. 170 � �� 1.65 ��✓`� O11 MULCH MATERIAL, TYPE 1 TON 4.2 � 105.00 /�1�� 019 DISC ANCHORING ACRE 2.1 � 48.QO ��-�J 023 WOOD FIBER BLANKETS, TYPE HV S.Y. 8500 ""' 1.28 032 C4M. FERTILIZER, ANA. ANALYSIS 12-12-12 LB. 212 /D� 0.23 s� 3'� --�����'•��- �, 3 � �- s� ,, 7 OF $ SHORT-ELLIOTT-HENDRICKSON, INC. .1Q/l5/83 1�:55 FAb SEH S7. pAliL �J009/009 � APPL. ,aTtOH �OR PAYMEKT - Cor._..3ued ���7 ��� .?� 9�s � ,��,.,,s ir �,�,� f�y�}�� �! COntraCt Amouctt$ 5 3 7.5 s 6.2 6 Totai Amau nt Eam ed � teria! Su�tabty 5tored on Site, t��t tncorporafed into Work � ntrac�Change Drder �ta Percet�t Cornplete $ ntra�t C[�ange Order No. ,_ Petcent Comptete� , � _ p�s Mtact Ctiar�ge�rder No. Percent Comptete� � 5 a v_�'u 3.7 Y cac ,C��.,,�3�$ �s GROSS AMOUNfi DUE.........................$ a��y�. ►� �„ , �ESS �'� REI"AINAGE..................� ��-'�' w-s .$_ �1 c-�� s�� ,.�t�y+,Loi.5 y AMOU[Yl"DUE TO OATE ....... ..... . .... ,��....== , l�ESS PREVIDtJS APPLiCAT(ON._......-$ ��'r�'g I ' 's? 1/ �I 1 r3.r-� : . AMOUNT�UE THlS APPL{CATION.....� -rT---� ..���. �.�s �N'i�AG'TOR'S AFFI4AVIT y�� ��o, �� le ut�dersignecf Cantractor hereby swears under penaity of per�ury that {1) atl previous pro9ress Pay- � erts received from the Owner an axount of work �r�onned under the corrtract referred to abave ivsbeen applied by the undersigned to discharge in fult all obrgations at the undersign�d ins��t'�d in �nnection with work cavereci by prioc Applic,atians for Payrner�t under said contract, and {2)alt materi- s and equipment incorpora#ed in said Pro}e�t or otf�er�cise listed in ar covered�y this Apptication for �yr�nent are fr�e and clea�of at! tiens, daims� security irrterests and encumbrances ��d CD//s- _ , �g g� Arcon Construction Co. , Inc. - r) . By: i���ch,yc��nd �te� ;t�tJi+ITY�F �,a�n a1��c � SS ' TATE OF �l���e�t-,�a ) 52�.fji5i S ,�Ep�e �me on tMis l`�a'�' day of �Cr-��� . �9��R�rsonaliy appeared �-�,C�,� � '��,�,�� ,- known to me, �ho being duty swom, did cieposs and say �ai hs is th� �P:-- l�"r�3� of the Cat�t�actor abov8 mer�tioned;that he_ (Off ice) :xearted�the a.bove Appiication for Payment and Aff�avit on behaif of said Gont�actor; and tha# a�l of he st2t#ernents c�crtained therein ars true, correct and complets. ���� x s,�?�u Fa..^-�s'�r �:=��z•'�'.QT?�SY.:Yr•.'b'd..�C--�fL�ESOTd V Commission Expir ''„'• �.;`�c co �`'� � ��' r�v c«:,�,��:�a�7�, i�ss {Notary Public� rns unde�igned nas cnedcea tne cor�racto�'s 1�pplicat�on for Payment shown above. A pa�t o�this 4pplication is 'tf�e Cor�tractor's Af�davit stating that a11 previous payments #o him under this Contra,et :rave been appred by him to discf�arge in fuli �il of his obligations+n connectian w�th the work cove�ed , �y a11 prior Apptications for Payment. 1s� 2ocordance with the Contract. the unde�stgned apptoves payment to the Contractor of the Amount Due. SH -EL� NE R1CKSoht, 1MG dat� I o - �o- 3`--' BY Page__8___—of___�s,___ _�� n �- -- .�- --- --- - --_ __ _ .� _ i