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HomeMy WebLinkAbout4.e. Pay Estimate #6, O'Leary's Hills 5th Addition Street & Utility Improvements, City Project #232 , � CITY OF ROSEMOUNT EXECUTIVE SUMMARY FOR ACTION CITY COUNCIL MEETING DATE: July 5, 1994 AGENDA ITEM: Pay Estimate #6, O'Leary's Hills 5th AGENDA SECTION: Addition Street & Utility Improvements, City Project #232 Consent PREPARED BY: Bud Osmundson AGENDA ���A � !. � City Engineer/Public Works Director �Yi LL ATTACHMENTS: Pay Estimate #6 APPROVED BY: This item requests the sixth payment to Arcon Construction Co. in the amount of 521 ,338.16 for City Project #232, O'Leary's Hills 5th Addition. Work completed and represented in this amount as of June 17, 1994 is 102% of contracted work. The work has been inspected and is in compliance with contract documents. The total contract amount is slightly higher than the original contract due to slight modifications and additions to the storm drain on the project. A final payment will be made next month after punch list items have been completed and documents submitted. Attached is a copy of the pay voucher for your information. Staff recommends approval of this sixth payment request. RECOMMENDED ACTION: MOTION TO APPROVE PAYMENT #6 TO ARCON II� CONSTRUCTION CO. IN THE AMOUNT OF $21,338.16 FOR O'LEARY`S HILLS 5TH I ADDITION STREET AND UTILITY IMPROVEMENTS, CITY PROJECT #232. I, COUNCIL ACTION: '' 2 CITY OF ROSEMQUNT APPLICATION FOR PAYMENT NO. 6 CITY PROJECT NO: 232 SEH FILE NO: A-ROSEM2410,01 PROjECT: O'LEARY'S HILLS 5TH ADDITION CONTRACTOR: Arcon Construction Co., Inc. CONTRACT DATE: 11-4-92 903 East Forest Avenue APPLICATION DATE: 6-17-94 Mora, MN 55051 FOR PERIOD ENDING: 6-17-94 Total Contract Amount $ 537,666.26 Total Arnount Earned $ 547,305.00 Material Suitably Stored on Site, Not Incorporated into Work $ Contract Change Order No. Percent Complete $ Contract Change Order Na Percent Complete $ Contract Change Order No. Percent Complete $ GROSS AMOUNT DUE . . . . . . . . . . . . . . . . . . . . . . . $ 547,305.00 LESS 5% RETAINAGE . . . . . . . . . . . . . . . . . . . . . . . . $ 27,365.25 AMOUNT DUE TO DATE . . . . . . . . . . . . . . . . . . . . . $ 519,939.75 'I LESS PREVIOUS APPLICATION . . . . . . . . . . . . . . . . $ 498,601.59 � AMOUNT DUE THIS APPLICATION . . . . . . . . . . . . $ 21,338.16 �I APPROVED: � � u smun son City Engineer/Assistant Director of Public Works � 06/17/94 14:41 $612 679 2244 ARCON CONST. C0. 1�J002 APPLICATION FOR PAYMENT (UNIT PRICE CONTRACT) NO. 6 �WNER: ROSEMOUNT, M�NNESOTA OWNER'S PROJECT NO_ 232 ENGINEER'S PROJECT NO. 924Z0 ,OCATION: O'LEARY'S HILLS 5TH 3�1DDITIQN • :ONTRAC'POR ARCON CONSTRUCTION CO. , INC. CONTRACT DATE 903 EAST FOREST AVE. CONTRACT AMOUNT S537, 6b6.26 MORA, MN 55051 :ONTR. FOR OTLEARY' S HILLS STH ADDITION - UTILITY � STREET CONSTRUCT�ON ---�_�----------------------------------------------------------__---- ,PPLIC.DATE ------------------------- 'ERZOD END. APPLICATION FOR PA'Y'MENT CONTRACT QUANTiTY UNIT DESCRIPTION UNIT QUANTITY TO AATE PR�CE TOTAL ----------------------------------------------------- CHEDULE A - SANITA�tY' SEWER �207.403 REMOVE SANITARY SEWER L.F. 60 So 6.00 360_00 �20?.410 REMOVE MH DROP SECTION L.F. 5.3 5.3 50_00 265.00 '2Z2.101 CRUSHED ROCK PYPE FOUNDATION TON 50 8.00 '222_103 GRANULAR PIPE FOUNDATION `I'ON 50 5.00 �222.307 REPLACEMENT BACKFYLL TON 100 5.00 2?3.1.�.2 8"PVC SEWER,ZO'-15 ' DEEP L.F. 371 �+8� 15.08 7,298.72 1273.T 13 8"PVC SEWER, 15' -20' DEEP L.F. 949 836 1.5.38 12,857.68 'AGE 1 OF 8 SHORT-ELLIOTT-HENDRICKSON, ZNC. 06/17/94 14:41 '8`612 679 2244 ARCON CONST. C0. (�OOa e 1273_213 10"PVC SWR,15' -20' D�EP L_F_ 214 202 30.27 6,114.54 )273.214 10"PVC SWR,20' -25' DEEP L_F. 187 195 30.2� S,902.65 ', )273_215 10"PVC SWR,25'-30' DEEP L.F. 38 38 3r0.2� I.lSa.26 3273_225 10"DZP SWR,25' -30' DEEP L.F. 84 g� 37_37 313� �� D FS 2�F�.68� 1273_501 MANHOLE, I.U' DEEP EACH 7 7 117Q_Q0 8,�Q0.00 )273.51I EXCESS MANHOLE DEPTH L.F. 64 52.50 55.60 2.919.00 )273.6I1 8" X 4" PVC WYE EACH 31 3� 37_00 _1__1�7�00 )273.b12 10" X 4" PVC WYE EACH � 4 � 7Z.00 288.00 �273_O11 4" PVC SERVICE PIPE L.F. 1350 1,448 5.74 8,311_52 )273.015 4" PVC RISER PIPE L.F. 319 s93 5.74 �.�,p�.g2 )2?3.53i CONNECT TO EXISTING MH EACFi 1 1 360.QO 364.40 �CHEDULE 8 - WA'I'ERMATN )259.001 AGG. BASE RESTORATION� IN.-S. 297 821 0.80 6S6.8Q }259.011 BIT. SURFACE RESTORAT14N IN.-S. 149 411 6.30 2,589.30 1266_lOb 6" DIP w.M_ , CL. 52 L.F. 1450 l,�0 1]..31 is,2ss.�o )2b6.108 8" DIP W.M. , CL. 52 L.F. 902 1.004 13.46 13.513.a4 )266.211 b" GATE V�vE �m Box EACH 4 s 283.00 2,2��..oa )266.212 8" GATE VALVE AND BOX EACH 3 :m 5.,,.,._, .. ._, 378.00 1,Sgp_Qp )266.I8�. DIP FITTZNGS LB. 1600 1,25� 1.71 2,1�F9.�4? )266.321 I�iyDRp,NT EACIi 4 � �.130.00 u,52o.00 )266.322 SALVAGED HYDRANT EACH I 3. 240.QO 240�,00 )266.411 1" COPPER SERVICE PIPE L.F. 1620 1,640 ?.04 11,545.60 }26b_42I 1" CORPORATION STOP EACH 35 35 35.00 1,225.00 )266.431 1" CURB STOP AND BOX EACH 35 3S 67.50 2,362.50 )266.511 16" X 8" PRESSURE TAP WJ$" GATE VALVE AND BOX EACH 1 1 130Q.00 1,300.00 )266.fill INSULATION BD.FT. 256 256 I.00 256.00 )266.531 CONNECT TO �NPLACE WM EACH 2 2 ].20,00 2�0.00 'AGE 2 OF 8 SHORT-ELLIOTT--HENDRZCKSON, INC. 06/17/94 14:42 $612 679 2244 ARCON CONST. C0. 1�004 i �CHEDULE C - STREETS •-------------------------�--------- ?150.510 MOBILIZATY�N L.S. 1 ' 1 8700_OQ 8,700_00 )157.201 TRAFFIC CONTROL L.S. 1 1 1�SQ0.�0 1.500_00 ?2Q7.4�1 REMOVE CONC C � G L.F. 40 2g 4.QO �1 _00 �213_005 ROCK CONST. ENTRANCE EACH 3 300.00 }222.601 COMMON ERCAVATION (LV) C.Y_ 1000 2,2'71 1.50 3,406.50 )222.62�. GRANULAR BORROW (LV) C.Y_ 1000 2.295 3.50 8.032_50 • )222.701 TEST ROLL ING R_S. 21 1.6 10.00 lb.00 )22�.801 SUBGRI�DE PREPARATI�N R.S. 21 15.I2 1Q0.00 I,512.00 }223.803 AGG. BASE PLACED, CL. 5 C.Y. 1212 �,��� 13.50 zh_3�)_Uo 1251_1Q8 TYPE 41 WEARING COURSE MSRTURE TON 580 �68 19.8Q �.;i.2�6.�0 )251.110 TYPE 31 BASE COURSE MIXTURE TON 580 571 I8_80 10,73+�.80 )252.201 CONC. CUk�t3 ANf� GUTTER L.F_ 444� 4,275 5.75 2�t,581,_25 }253.001 4" CONCRETE WAI,K S.F. 1770 1,752 1.55 2,715_60 )253_002 6" CONCRETE WALK S_F. 120 120 1_90 228.00 ?254.702 BIT. MAT. FOR TACK CQAT GAL. 410 415 1.�0 415.00 )259_DOl AGG_ BASE RESTORATION YN,-S. 222 316 0.80 252.80 )259_Q13. $IT. $URFACE RESTORATION ZN.-5. 111 158 6.30 995.�+0 )260.701 ADJUST FRAME & RING CASTING EACH 15 15 150.o0 2�250.00 I )260.7�3 ADJUST VALVE BOX EACH 7 7 lOQ.00 700.00 ' �284.703 PERMANEN'Z' SARRICADES L.F. 32 +;g 2�.�0 1,171.20 )2$4.702 STREET NAM� SIGN EACii 3 3. 225_00 675.00 )293.001 SEEDING ACR�, 1.2 1.2 280.00 336.Q4 )293.002 SEED, MIXTURE 600 LB. 88 gg 2.25 198.00 1293_005 SQDDING, TYPE LAWN S.Y. 1735 �_pa0 l•2$ 1.280.00 }293.011 MULCH MATERYAL, TYPE I TON 2.3 2_g '105.00 29�.D0 �AGE 3 OF $ SHDRT-E'LLIOTT-HENDRICKSON, INC. 06/17/94 14:42 �`612 679 2244 ARCON CONST. C0. 1Q005 � 293.019 DISC ANCFiORING ACRE I.2 I-2 4$.00 57.60 293.023 W170D FIBER BLAI+iKETS, TYPE HV S_Y. 200 1.28 293.032 COM. FERTILIZER, ANALYSIS 12-12-].2 LB. 120 1�� 0.23 32-20 611.223 2" NONMETALL IC CONDUIT L.F. 240 320 b.00 1�920.0� CHEDULE D - STORM SEWER PHASE I: �'LEARY'S HILLS 5TH ADDITION ----------------------------------- . �153_5Q1 TEMPORARY FENCING . - L F. 600 133 3.50 465.50 I ' �213.OOI BAI,E CHECK EACH 30 67 5_00 335.00 I, ' �213.003 S IL`I' �ENCE, PREASSEP�BLED L.F. 300 7 2.00 1�.00 I ' i227.507 GROUTED RIPRAP CL. III C.Y. 7 T 90.00 630.00 j �227-51i GRANULAR FILTER C.Y. 4 a 20.00 �a_ac� �i t259.QO1 AGG. BASE RESTORATION IN.-S. 164 82a O.8U 656.D0 I�� �259.O11 BIT. StJRFACE RESTOR.ATION ZN.-S. 82 �10 b.30 2,583.00 )272.001 12" RCP CB LEAD, CL. IV L.F. ' 259 197 22_54 u,4�0.38 )272.002 l�" RCP CB LEAD CL. III L.F. 1.1.9 160.50 2'�' .Q4 3�697_92 1272.013 I8"RCP STORM SWR, CL III L.F. 218 20.$9 )27'2��15 21"RCP STORM SWR� (,'L III L.F. �,3� 332 �,2.74 3,OOi.68 �272.016 24"RCP STORM SWR, CL III L.F, 31 24.29 1272_017 27"RCP STORM SWR, CL III L_F. 637 637 31.10 29.810.70 )272.018 27"RCP STORM SWR, CL IV L.F. 52b 52� 3?.09 19,509_3� y272.019 27"RCP STORM SWR, CL V L.F. 85 98 53. 2Q 5,213.60 1272.037 2?" RCP APRON W/TRASH GUARD � EACH 2 1 7�Q.00 7++��.00 �272.041 MANHOLE, TYPE B L.F. 3.8_4 a.�3_63 153_QO 2,850.39 �272.042 MANHQLE, TYl'E C L.F. 22.2 23.24 16$.00 3,904.32 272.043 MANHOLE, TYPE D L.F. ].8.9 lg.p� 176.00 3,345_76 �272.445 MANHOLE, TYPE F L.F_ 16 8.�t8 3�60.00 3.052.SQ �2?2.051 CATCH BASIN, TYPE R L_F_ 43.6 32,gp 1�6_60 �.gpg,�g 'AGE 4 OF 8 SHORT-ELLIOTT-HENDRICKSON, INC_ 06/17/94 14:43 $612 6i9 224� ARCON CONST. C0. (�006 , �272.052 CATCH BASIN, TYPE Y L.F_ 14.$ 20•�+3 I5�.00 3,1.05.36 ' �272.053 CATCH BASIN, TYPE C-1 L_F. 1$_2 19.9� 186.00 3.342.�c2 �2?2.Q61 MH CASTING, TYPE R�1642 EACH 8 6 252.00 _�'S�Lp °292.6Q2 CATCH SASIN CASTING, TYPE R-3067V EACH 16 14 290.00 4,860.00 �292.071, CONNECT TO INPLACE STORNt SEWER EACH 1 1 360.00 35o.aa �293.Q0� SODDING, TYPE LAWN . S.Y. 205Q 1,450, 1.28 �,856.00 �293.032 COM. FERTILIZER, ANALYSIS 12-12-12 LB. �2 30 0.23 6_90 ;CHEDt�'LE E - STORM SEWER PHASE IZ: ►'LEARY'S HILLS FUTURE ADF?ITYONS ti153.SO1 TEMPORRRY FENCING L.F. 500 100 3.50 350.00 �207.402 REMOVE STORM SEwER L.F_ 430 60� 4.00 2,40�.00 1�07.409 REMpVE ST�RM SWR STRUC. EACH 2 7. 200.00 400.00 �211,5Q2 CLEAI3YNG TREE 3 s 100_00 3an.o0 �2T1.507 GRUSBING TREE 3 3 50.00 i5a_oo� s222.1Q1 CRUSHED ROCK PIPE FOUNDATION TON SQ 8.00 ►222_103 GRANULAR PIPE FOUNDATION TON 50 5.0� �2Z2.107 REPLACEMENT SACKFILL TON 100 5_QO >259.001 AGG. BASE RESTflRATION IN.-S. 3335 3.18�1 O_80 2,547.20 �259.011 HIT. SURFACE RESTORATION IN_-S. 7.6b8 Z�5g2 6.30 10_029_60 �2�2.Q14 18"RCP STORM SWR, CL IV L.�'. 10 10 24.95 2�+9.50 �272.07.6 27"RCP STORM SWR, CL IV L_F. 693 693 30.$2 21_358.26 �272.019 27"RCP STORM SWR, CL V L.F. 23$ 225 41.29 s,290.25 Z72-Q20 . 36"RCP STORM SWR, CL I�7 L.F. 309 306 . 48.84 14,9�5.0� 272.021 3b"RCP STORM SWR, CL V L_F. 486 486 6Z.70 29,986.20 272.022 48"RCP STORM SWR, CL IV L.F_ 425 895 79.b5 71 286.75 272_042 MANHOLE, T'YpE C L.F. '73.9 111.94 14fi_QQ 16,3u3.2� AGE 5 Og $ SHORT-ELLI�TT-HENDRICKSON, INC_ 06/17/84 14:43 �612 B79 2244 ARCON CONST. C0. C�007 1272.043 MANHOLE, TYPE D L.F. ' 92.5 32-9 I81.2Q _ 5,962.�8 �272.044 MANHOLE, TYPE E L.F. 41.6 35.42 295.00 1,O.y�48.90 ' >272.055 CATCH BASIN, TYPE J L.F. 19 18.58 86.00 1_597_88 �I 1272.Q61 MI� CASTING, TYPE R-1642 EACH 12 12 252.00 3,024_00 ►272.062 CATCH BASZN CASTING, TYPE R-3�67V •EACH 1 1 290.00 290.80 �272_072 cD[�rrEG^r To INPLACE MH EACii 1 2 360_oo �2a.00 3293.001 -SEEDING ACRE 2.5 2_9 ' 28d_00 812.00 �293.002 SEED, MIRTURE 600 LB_ 11 11 �.25 24_75 1293.004 SEED, MIXTURE 1100 LB. 189 I89 0.38 ?1.82 )293.005 SODDYNG, TYPE LAWN S.Y. 2111 2,586 1.2$ 3,310.08 ?293.O11 Mi,TLCH MATERIAL, TYPE I TON 5 5.8 105_00 609.00 }293.019 DISC ANCHORING ACRE 2_5 2.9 48.Ofl 139_20 )293.023 WOOD FIBER BLANKETS, TYPE H�T S.Y. 200 1_28 . )293.�32 COM. FERTILIZER, ANALYSIS 12-3.2-12 LB. 294 3�3 0.23 �g.89 �CHEDULE F - STORM SEWER PHASE IIi: ;OUTH ROSE pARK ADDITION --------------------- }2D7.402 REMOVE STORM SEWER L.F, b5 74 6.00 �.�(� }213.003 SILT FENCE, PREASSEMBLED L.F. �00 429 1.50 643.50 )222.101 CRUSHED ROCK PIPE FOUNDATION TON 50 8.00 )222.103 GRANULAR PIPE FOUNDATIdN TQN 50 5.00 1222.i07 REPLACEMENT BACKFILL TON 3590 2,281 2.50 5,702.50 �227.507 GROUTED RIPRAP GL. III C.Y. 6 6 90.00 5�+0.�0 �227.511 GRANULAR FILTER C.Y. 3 !3. 20.00 60_00 �272.07.2 15"RCP STORM SWR, CL IV L.F. 385 385 20_60 7�931.U0 �272.014 1$"RCP STORM SWR, CL IV L�.F. 154 I5� 22.IO � 3,�+03.40 'AGE 6 OF 8 SHORT-ELLIOTT-HENDRICKSON, INC. ' 06/17/94 14:4a $612 679 2244 ARCON CONST. C0. f�008 w ! '272.033 28" RCP APRON W/TRASH GUARD EACH 1 1 57Q.OQ 570.00 �272.041 MANHOLE, TYPE B L.F_ 37.1 37.7 100.40 3,785.08 �272.Ob1 MH CASTING, TYPE 12-1642 EACH 3 3 252.00 956.40 27z.071 CONNECT TO INPLACE STORM SEWER EACH 1 1 360.00 360.00 �293.001 SEEDING ACRE 2.1 7. 280.00 280.00 293.003 SEED, MTXTURE 800 LH. 170 170 1.65 280.50 293.012 MULCH MATERIAL, T'YPE 1 TON 4.2 2 '105.00 210_00 293.OI9 DISC ANCHORING ACRE 2.2 1 48.00 48_00 293.023 WOOD FYBER HLANKETS, �E xv . s.�. ssoa Z.aa 293.032 COM. FERTILIZER, ANA. ANALYS�S 12-12-12 LB. 212 �00 p.23 23.00 AGE 7 OF F3 SHORT-ELLI�TT—HENDRICKSON, INC. ' 06/17/94 14:44 $612 679 Z244 ARCON CONST. C0. �J009 . � APPLlCATION F4R PAYMENT�- Continued , S`�f �7,3 0 5 0 o p,�s Total Contract Amount $ 5 3�. 6 6 s. 2 6 Total Amou nt Eamed $ �e� Material Suitabiy Stored on Site, Not Incorporated inio Work $ Contract Change Order No. Percent Gomplete $ Contract Change Order No. Percent Complete $ Contract Change Order No. Percen#Complete $ GR�SS AMOUNT DUE._._ s��,3os o� ,p�s .....................$ -s�eo a"t,36s,�s DFS LESS S °fo RETAlNAGE..................$ � 6:-� �� '_7S7—oFs AMOUNT DUE TO dATE $ _," '"�=�- ..... . ......... , LESS PREVIOU'S APPL[CATtON..........$ �-sg�s��=S9 I � a�s AMOUNT DUE TH1S APPUCATION..._.$ ���� CONTRACTOR'S AFFIDAVlT The undersigned C�ntractor hereby swears under penatty of perjury that (1} al) previous progress pay- � ments received from the Owner on acc�ount of wark performed under the contract referred to above hsve been appiied by the undersigned ta discharge in fuil ali obligations of the undersigrted incurred in connection with work covered by prior Appllcations fo�Payment under said contract, and (2} a11 mate�i- ais and equipment incorporated in said Project or othen+vise listed in or covered by this Application for Payment are free and clear af all liens, claims, security interests and encumbrances. D2ted (o/l�( , 1 g� Arcon Constructian Co. , Inc. ( ntractor} BY. /�- ( ame and Titte) GOUN�IY OF ��a� ) SS StATE QF '��� ��,�Sc��� ) Befoo me on this ^,���� day �f �ur,�. _ , . 19�� personaliy appeareci . .. ��c_�a�o�1 �� �k�o,- known to me, who being duly sworn, did depose and say that he is the��___. �-"�;.�.�c. of the Contractor above mentioned;that he �Office) � YtM^.:a.r 1a,.i' ?nC�„lt,• r;. executed the above Appficat9on for Paymant and A�dav'rt on behaC�o,sa���b;,.,.n;G�;a,:�X� at ali of ����..:,..� the statements contained therein are true, correct and compfete. ��,=�=�x'-� '��'F�?��:::'.F>---:��?���,�� <' '��5��-�" ��:5,=:�G3����7 v� i�h;Cae:s�y��,�€�r�A�rE3 9,l�i My Commission Expires: . ���q� �� ; v.. � ' (Notary Pubtic} The undersigned has checked tE�e Contractor's Appficati�n for Payment shown above. A patt of this App(icatian is the Contractor's Affidavit stating that a11 previous payments t� him under this Contract have been applied by him to discharge in ful) aU of his obligations in connection with tha work covered by all prior Applications for Payment. 1n accordance with the Contract, the undersigned approves payment to the Contrac#or of the Amount Due. S RT EL IOTI=HE RICKSON, INC. Da#e 6 — �O — q `f' By • Page 8 Qf 8 �