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HomeMy WebLinkAbout8.f. Pay Estimate #3, O'Leary's Hills 5th Addition, City Project #232 t t c=� oF Rosn�sourrr EXECUTTVE S�Y Ft1R ACTION CITY COUNCIL MEETING DATE: May 18, 1993 AGENDA ITEM: Pay Estimate #3 , O'Leary's Hills AGFNDA SECTION: 5th �ddition Str & Utl Impr, City Aroject 232 Consent PREPARED BY: Bud Osmundson AGENDA ����/� � � City Engineer/Assistant Public Works Director ��� ATTACHMEN2S: Fay Estimate #3 APPRO BY This item requests the third payment �o Arcon Construction Co. in the amount of $12$, 6�45 . 6Q for City Praject #232, 0'Leary' s Hi1.].s 5th Addition. Work completed and represented in. this amoun� as of May 5, 1993 is 60� of cont�acted work. The work has been inspected and is in compliance with c�ntract documents. The curb �.nd gutter and bituminous street will be completed within the month. Attached is a capy of the pay voucher for your information. S�aff recommends approval af this third payment reguest. RECOM[2ENDED ACTION: MO'�'I(?N TO APPROVE PAYMENT #3 T0 ARC�N CQNSTRUCTION C0. IN THE AM�t7N'T �F $128, 645 .60 FOR 0'LEARY' S HILLS STIi ADDTTION UTYLITY AND STREET TMPROVEMENTS, CITY pROJECT #232 . COUNCIL ACTI4N: l , .._::.�...:,,,.o:...,,�...,..�::-1 r_��: ,._-.-_.�,:,:,:...,,...Y....w�...,.�.,..w...... �.._ . ._. ..__ . .. _ ci�rY oF r�osEn�ourrr AT'PLTCATIC7N FOR PA'YMENT NO. 3 CITY PROJECT NO: 232 SEH FiLE NO; 92410 PROjECT: O'Leary's Hills 5th Addition Arcon Construction Co. November 4, 1992 COIVTRACTOR: CONTIZACT DAT'�; 903 East Forest Avenue APPLICATION UATE: May 7, 1993 Mora,M1V 55051 FpR PERIC�D ENDING: May 5, 1993 Total Contract Amount$537,b66.26 Total Amount Earned $ 322.z2$•25 hiaterial Suitabiy Stored on Site, N f A Not Incorporated into Work $ Contract Change Order No Percent Complete $ N/A Contract Change Order No Percent�omplete �, N/A Contract Change Order Nc Percent Complete $ N/A GROSS AMQUNT DUE ... ................ ......... ....... . $�322.228.25 LE�S 5% RETAINAGE .... ......... ................ ............ $ 16,111.41 AMOUNT DUE TC1 DATE .................. ....................... $ 30b,116,84 LESS PREVIOUS APPLICATION� ............................ $ 17?,471.24 AM4UNT DUE THIS �PPLTCATION ...................... $ 128,645.60 APPROVED: Bud Osmundson, City Engineer/Assistant Director of Public Works _ _ I� ' (Q5/07/93 12 c�0 $B12 679 22�� ARCON CQNST. C0. i�Ofl2 .i • . APFLICATTQN FQR PAYMENT ' {UNIT PFtICE CONTRACT) NO. 3 NER: RQSEMQUI�IT, MINNESOTA OWNER'S PRQJECT NO. 232 ENGINEER'S PR�JECT NQ. 924I0 CATION: O'LEA.RY'S HILLS 5TH AI�D�TfQN , _s' NTRACTOR ARCONi CONSTRUCTION CO. , I1+tC. CONTRACT DATE 943 EAST FOREST AVE. GON`TRACT AMOUNT 5537,666.25-�---y��_ MQRA, MN 55Q51 {NTR. FOR O'LFsARY'S HI�,LS 5TH A23DITION - UTIL�TY & STREET C4NSZ`RUCTION --------------------------------------.._..___ `1'LIC.DATE iRIOD END. 5-5-93 -- ,� APPLZCATION FOR PAYMENT �__:__.._.._______,.._,...__ coNTRACT QUANT�TY Z7N�� DESCRIPTION UNIT QUANTYTY TO DATE PRICE Tf:tTAL :HEDULE A - SANITARY SEWER .._ ---- -- --- ---�-------- -- -- -� :fl7,4Q3 REMOVE SANZTARY SEW£R "L.F. 50 6p 6.a� 36Q.�0 ?07,414 REMOVE MH DROP SECTION L.�'. 5.3 5.3 SfJ.UO 265.OQ ?22.101 CRUSHED R�CK PiPE F�UNDATION TON 50 $.�0 ?22.103 GRANVLAR PIPE FOUNI)ATION TON 50 S.OQ ?22.2t)7 REPLACEMENT BACKFILL TaN 100 S.(3Q 7,29$..7`2 �. ?73.112 8"PVC SEWER,I.0' -15' DEEP L,F. 371. 48++ 15.48 . 373.113 g„PVC SfiWER,15' -2tJ` DEEP L.F'. 949 8�6 �.5.38 �2,85T.68 �GE 1 flF' 8 SHQRT-E�.LIOTT-HENDR�CKSON, INC. ..-_Y.,,.�,.-.,,�..._,,.s��.......�.;�.n.:r....- ..,n.,.��......,w...R.,.,_.,..,.�;.�..:.�......�._-..:..�._-..,......�...�__�....___.�._._v_._.. _:�.._�._-------_. ..._.. , �___>�,...,.ti .s,.>�... ' 05/07/93 12:�0 $`612 679 22�� ARGON CONST. C0. f�4D3 73.2i3 it1"PVC SWR, 15•-20' D�Ep L.F. 2Z0 202 30.�7 �.�.i,�.sy. 73.214 10"PVC SWR,2�'-25` DEEP L.F. 187 195 30-27 5.sQ2�.65 ?3.235 1t�"PVC SWR,25'-30' DEEP L.F. 38 3g 3C?.2? �,150.26 73.225 10"DIP SWR,25' —30' DEEP L.F. 8�4 8�, 3?-37 3�y�q�ag ?3.501 M.�NFi4LE, 14' DEEP EACH 7 7 11?U,UO $,19Q.00 73.5I1 EXCESS MANH�LE DEPTH L.F. 64 53 55.6t} 2,94fi.80 ?3.67.1 8" X 4" PVC WYE EACH 31 31 37.001 i.1�c7.00 73.622 10" X 4" PVC WYE EACH 4 4 ?2.OU `288._00 �, ?3.012 4" PVC $ERVICE PIPE L.F, 1350 ��ttesg 5.74 gi����_5� 73.015 4° PVC R.�SER pIFE L.F. 319 ��3 S_74 1,107.82 ,73.531 CONNECT TQ EXISTING MH EACH 1 1 360.00 36D.00 'HEDULE B — WAT£FtMA.�N ..�r���.r��+�a.r ��.���.��r.��r ��.�� ,� . . . .. � . :59.�01 AGG. BASE RESTURATION Ii�t.-S. 29? 0.8Q :59.�}ll BIT. SURFACE RESTORATION IN_—S. 149 6.30 :66.106 6" DIP W.M. , CL. 52 L.F, 1�5� �-,�''�0 13..31 16,286.� ;66.108 $" DIP W.M_ , CL_ 52 L.F. 902 1,00�+ i3.45 13,513.84 :66.211 6" GATE S7ALVE AND BOX EAGH 9 $ 283.OU �,26�.00 ?66.212 8" GATE VALVE AND BOX EAGH 3 5 3?8.�0 1,898.00 ?6b.1$1 DYP FITTINGS LB. 1600 ?8� 1.71 x,3i+0.6+� ?66.313. HYDRANT ERCH 4 +� 1130.(}0 4,520.00 �_ ?56.322 SALVAGED I�iYDRANT EACH 1 1 240.0� 2�0.1�0 266.411 l" GOPPER SERVICE PIPE L.F'. 162� 1s��4 7.{�4 11i5�F5.fi0 ?66,421 3" CORPORATIQN STOP EACH 35 �� 35.0{� �.,�25.00 ?66.431 1" CURB ST{}P AND BOX EACH 35 3� 6'7_SQ �,362.50 266.5I3 16" X $" PRESSURE TAP WI8" GATE VALVE AND B�X EACH 1 X 3.3Qfl.t?4 �.,304,44 ?bb.511 IN5ULATI�N 8D.FT. ZSb 256 � 1..OQ 256.fl4 �66.531 CONNECT TC,) �NPLACE WM EACH 2 2 120.fl0 2++O.OU �GE 2 OF' 8 SH�RT—ELLIOTT—H�NDRICKSflN, INC. . OS/07/93 12:�0 $812 679 22�� ARGON CONST. CQ. f�p0� 3EDULE C - STREETS 50.510 MOBILIZATION'!'-----^M-�-L.S. 1 ' .�0 8?00.00 u,35t�_t3A 57.ZC1I T�,FFZC CONTROL L.S. 1 .y____�o� 1500,t30 �so.ao J?.401. REMOVE CONC C S� G L.F. 40 4.�0 13.005 ROCK CONST. ENTRANCE E�CFi 3 300.00 22.601 GONR�ION EXCAVATION (LV) C.Y. 1000 1,059 � 1.5C1 1,588.50 22.b2I GRANULAR BORROW (LV) C.Y. 10t}0 1�059 3.54 3,706.50 22.701 TEST ROLLING . R.S_ �2I. 1.6 1Q.00 16.Q0 22.$0� SUBGRADE PREPARATIQN R.S. 21 15.12 10U.00 1,5i2.00 23.803 AGG. BASE PLACED, CL. 5 C.Y. 121.2 653.02 i3.5U 8,896.?? 51,10$ TYPE 41 WEARII�IG COURSE MIXTURE TON 58� 19.$4 .51.110 TYPE 31 SASE COU�tSE MIXTURE � TON 580 1$.8� `•52.201 CONC. CURB AND GUTTER L.F. 4440 5.75 :53.00i 4" CQI�CRETE WALK S.F_ I770 1,55 'S3.002 6" CONCRETE WALK S.F. 120 1.90 :54.702 BIT. MAT. FQR TACK CQAT GAL. 41Q Z.QQ ?59.002 AGG. BASE RESTORATz�N IN.-S. 222 4.8� ?�9.t}I.l BIT. SURFACE RESTORATTON IN_-S. 112 6.3Q ?60.701 ADJUST FRAME & RING CASTING EACH 15 150.flt') 360.7Q3 ADJUST VALVE BOX EACH 7 100.E?{y ?$4.703 PERMANENT SARRIGADES L.F. 32 24:40 384.702 STREET NAME SIGN EACH 3 225.�Q ?93.0011 SfiEDING ACRE 1.2 2$0.00 ?93.002 SEED, MIXTURE 6D0 LB. $8 2.25 '-93.405 SODDING, TYPE LAWN S.�t. I735 i.28 ?93.011 MULCH MATERIAL, TYPE I TON 2.3 105.0(3 �GE 3 OF 8 SHQRT-ELLIOTT-HENDR2CKSON, INC. . • OS/O7l93 12:�1 $612 679 22�� ARcoN eoNST. co. QJ005 33.OI9 DISC ANCHORING ACRE .I.2 C8.QQ 33.423 WOC?D FIBER $LANKETS, TYPE HV S.Y. 2�0 1.28 33.032 COM. F'ERTIL�ZER, ANALYSIS I2-12-I,2 L8. 22U 0.23 11.$23 2" NONMETALLIC CONDiTIT L.F. 2E40 320 6.QO 1,920.Dt1 HEDULE D - STORM SEWER PHASE I: LEARY'S HILLS STH ADDITION 53.SOI---TFMFORARY FENCING--------L.F. 600 �33 3.50 '+65.50 . �.�.00i ��wE cxEcx �c� 30 � s.ac� 1°.00 13.003 SILT FENCE, PREASSEMBLED L.F. 308 7 2,Ofl �4.OA 27.507 GRQUTED RIPRAP CL. III C.Y. 7 7 90.00., ���'4� 27.5Z1 GFtANULAR FILTER C.Y. 4 2Q.40 59.001 AGG. BASE RESTORATION ' IN.-S. lb4 �.SC? ;59.011 HIT. SURFACE RESTORATIt�N IN.-S. ' 82 6.3� :72.001 12" RCP CB L£AD, CL. IV L.F. 259 197 22.54 �+,�W.�,38 :72.002 15" RCP CB LEAD CL. III L.F. 119 16Q.5 23.{�4 . 3,697.32 :72.413 18"RCP STQRM SWR, CL III L.F. 21$ 20.89 ?92.t?15 21"RCP ST�RM SWR, CL II I L.F. 13� 132 22.74 3,001.68 ?72_015 24"RCP STORM SWR, CL ITS L.F. � 31 24.29 :?2.017 27'TRCP STORM SWR, CL Iir L.F. 637 �3? 31.14 1�,II�,p 70 :72.018 27"RCF STDRM SWR, CL IV L.F. 526 5�6 3?.09 ���,��q_��_ ?72.O1<3 27"RCP STORM SWR, CL V L.F. 85 9$ 53.2C} 5,213.60 ?72.�3? 27" RCP APRON w/TRASH GVARD EACH 1 i ?40.40 �4o.oa '.72.041 MANFiOLE, TYPE 8 L.F. i8.4 18_4 IS3.00 2,�,1S.2D :72.Q42 MANHOLE, TYFE C L.F. 22.2 22.2 168,C?Gl 3,729.60 :72.043 MANHOLE, TYpE D L.F. 1$.9 18.9 176.Ot7 3,326.+�0 :72.045 MANHOLE, TYFE F L.F. lb 26 360.Ot� 5�760.00 :72.051 CA'�CH BASIN, TYPE X L.F. 43.6 43.6 146,6t} 6,39�.fi6 +GE 4 OF $ SHQRT-ELL�OTT-HENDRICKSC)N, ZNC, _ ..,..., � . ..,�__, • os�o7isa i2,�l �si2 sTs z2�� nxcox co�rs�. co. t�oos 72.U52 GATCH SASIN, TYPE Y L.F. 1.4.8 14.$ 3.52.00 2,2�9.6� 72.053 CATC�i BASIN, TYPE C--1 L.F. 18.2 18_2 186.�0 �,,3gS.� 7�.061 MIi CAST�NG, TYPE �f-1642 EACH 8 252.00 �2.fi02 CATCH BASIN CASTING, TYPE R-3067V EA�i lb 29Q.00 92.0?1 CONNECT TO ZNPLACE � STORi�i SEWER EACH 1 1 360.00 360.00 93.005 SOD_DING, TYFE �LAWN S.Y. 2fl50 .l.28 93,032 COM. FERTILI2ER, ANALYSIS 12-12-12 LB. 42 0.23 FIEDULE E - S��RM SEW£R PHASE TI: LEARY'S H3LLS FU'PURE ADllITIOIdS S3.5(31 TEMPORARY FEI+IGII�G L.F. 5fJ0 100 3,50 350.00 :fl7.402 REMOVE STORM SEWER L.F. 434 4.fl0 .0?.409 REMOVE STORM SWR STRUC. EACH 2 20fl.O(7 :1I.502 CLEARING TREE 3 100.QC3 '.11.5d? GRUBBING TREE 3 50.Qd '.22.101 CRUSHEi3 RQGK PIPE FOUNIaATIC�N TOI�3 5t3 $.OCl ?22.1C13 GRANULAR PIPE FOUNbATZON T�N 5� 5.n� ?22.107 REPLACEMEN'� BACKFILL TON 100 5.-�t3 -'S9.�01 AGG. BASE RESTC}RATIt�N IN.-S, 3335 0.$Q 259.011 - BIT. SURFRGE AESTQRATZC}t�t IN.-S. 1.66$ 6.3�i 272.014 18"RCP STORM SWR, GL IV L.F. 1.0 ,20 24.95 249.50 ??2.018 27"RCP STORM SWR, CL IV L,F, 693 693 3U.8� 21„�,358.26 ?72.Oi9 27"RCP STC3RM SWR, CL V L.F. 23$ 373 9�1.29 13.836.67 ??2_t�20 36"RCP STORM SWR, CL IV L.F. 30� 263 9�8.$4 �t�,8��.�2 ??2.021 36"RCP STORM SWR, CL V L.F. 4$6 486 61.70 29.986�, ?72.022 48"RCP STORM SWR, CL IV L.F. 42S ?9.65 ?72.�42 MANHOLE, TYPE C L.F. 73,9 146.40 �GE 5 OF $ SHORT-EL�,IQTT-�HENDT�ICKSON, INC. • 05/07/93 12:�1 $812 679 22�� ARCUN CONST. C0. �007 72.043 MAt+tEiOLE, TYPE D L.F. ' 92.5 92.5 181.20 16,761.00 72.0�44 MANHOLE, TYPE E L.F. 4i.6 2$S.QO 72.055 CATCH BASZN, TYPE J L.F. 19 86.Qfl 72.061 MH CA5TING, TYPE R-1642 EACX 12 9 252.001 2,268,00 72.062 CATCH SASIN: CASTING, TYPE R-3U67V EACH 1 290.OQ 72.U72 CONNECT TO INPLACE MH EACH 1 1 360.fJQ 3fit3.0U 93.Ot71 SEEDING ACRE 2.5 � 2$G1.04 93.042 SEED, MZXTURE 600 LB. 11 2.25 ,93.i}�4 SEED, MIXTURE 1100 L8. 189 Q.3$ :93.005 SODDSNG, TYPE LAWN S.Y. 2111 1.28 :93.O11 MULCH MATERIAL, TYPE I T4N 5 iQ5-a0 :93.fl19 DISC ANCHORING ACRE 2,5 4$.40 �93.023 waon F=BER BLANKETS, TYPE HV S.Y. 200 1.28 ?93.032 C�M. FERTILIZER, ANALYSIS 12-12-12 LB. 294 CJ.23 • �iEDULE F - STQRM SEWER PHASE III: . �UTH ROSE PA,RK ADDITION � 207,402 REMOVE STORM S�WER+---l��L.F. 65 6_t?Q ?I3.003 SII,T FENCE, PREASSEMBL£D L.F. 700 1.5t} �22.1t�1 CRUSIIED ROCK PIPE FOUNDATIDN Tp�t 50 8.00 222.103 GRANUL'AR PIPE FOUNDATION TON 50 5.Ofl 222.1Q7 REPLACE1+�iENT BACKFILL TON 3590 2.SO �27.507 GROUTED RIPRAP CL. III C.Y, 6 9p_pQ 227.51I. GRANULAR FILTER C,Y. 3 20.00 ??2.012 15"RCP STORM SWR, CL IV L.F. 3S5 20.6fl ?72.014 18"RCP STORM SWR, CL IV L.F. 154 22.1fJ �,GE 6 OF 8 SHORT-ELLIOTT-HENDRX�KS4N, INC. � �• OS/07/83 12:�2 $g12 6?9 2244 ARCON CONST. G0. C�00$ 72_033 18" RCP APRON W/�RASFi G[JARD EAGH Z 570.0� 72_042 MANHOLE, TYPE B L.F. 37.1 100.40 72.061 MH CASTING, TYPE R-1642 EACH 3 252.�{} 72.0?1 COI�INECT TO INPLACE STORM SEwER EACH 1 36Q.QC} ' 33.001 �EEDING ACRE 2.1 280.OQ �3.003 SEED, MIXTURE 80� L8. 170 2.65 33.011 MULCH MATBRIAL, TYPE i TON 4.2 lOS.Q� 33.OS9 DISC ANCHGIRING ACRE 2.1 4$,OQ 93.023 WQOD FZBER BLANKE'1'S, TYPE HV S.Y. 8500 1,28 a3.032 COM. FERTILIZER, ANA. ANALYSIS 12-12--12 L8. 2i2 Q.23 -GE � OF $ SH4RT—ELLIL�TT-HENDRICKSON, YNC. ' • �' �5/07193 12:�2 $612 679 22�� ARGON CONST. GO- I�009 . APPL[CATION FOR PAYMENT - Continued �1 ContraCt Amount $ 537,666. 26 Tota) Amou�t EaCned $ 322,228.25 teri�l Suit2b3y S#ored an Site, Not 1ncc�rporated into Work � �tract Ghange Qrder No. Percent Compfete _ � ntract CF�ar�ge Order Na. _ Percent Gomplete � $ ntract Change Order No. Perce�t �amplete � GROSS aM�3UNT DUE.........................$ 322,2?8.25 �� L�SS 5 % RETAINA�E..................$ 1.b,1i.1.41 AM4UNT DUE TO DATE .....................$ so�,1�.�.a4 ' � LESS PREVIOUS APPt�1CAT[C?N..........$ 177.���.2� � AMflUNT DUE TH1S APPL4GATIQN.----$ 1�$,s45.bv )NTRACTQR'S AFFiQAVIT e undersigned Contractor hereby swears under penalty of perjury that{1) a11 prev�ous progress pay- ln#s rec:eived from the Owner on account ofi wor(c perfarmed under the corrtract re#�rred to above ve been appiiec� by the undersigned to dis�harge in ful! a11 obligativns af the undersigned incurred in nnection wi#h work covered by priar Applications for Payment under said cvntract, and {2� atl materi- ; and equipment incorporated in said PraJect or otherwise t�sted in or c:avered by#his ApplicatiQn foc yment are free and ciear of aft tiens, claims, security interests and encurnbrances. at2d May 7 , 19 93 . Arcon Construct].on Co. , Inc_ .._ on r) � B , -' � (N e and Tiiie )UN'tY OF x�nah�c } $S -ATE(�F Minnesota ) 3fpfE me on ��iS 7th d3j/ Of Mav , 19 s� personally aPR��� M�chaei n��,�r knawn to me, whti being duly swdrn, did depose and say �t he is the s��re�a� of the Cc�ntractor abovs mentiorred;that he {Qffice} :ecuted the above App(ication for Payment and Ai#idavit an behat# of said Gontractor, and thaf aIC of ?statements contained therein a�e true, correct and carnpiete. . . . '�'.t. •� -�r.�.+l'..'v�:�.. •.,:._�1':.%a n a . � � . � . . ��'�14 � �_ •` C'�;: �," '...Gi i:.i � y Cornmission Expires: 4/9/95 i'..�-�`; !��"`�►r .�,.��.--�w}�.n€�tA � � . �r c«�►;����.� (Notary Pub{ic) � � �e undersigned has checked the Contra�tor's Application �flr Paymeni sf�own above. A part of this �p1'ication is the Contractar's Affidavit stat+ng that alf previous payments #o him under this Contract �ve beer� app�ied by him to discharge in fu11 ail n# his obligations-in connection wiih the work cavered �ati priar App(ications far Payment. ac�ordance with the Contract, #t�e undersigned approves payment to the Contractor of the Amaunt �.�e. ' QRT 1 -HENQRICKSON, iNC. � ate �'�lo / `�3 By ` 3ge $ of 8 .