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HomeMy WebLinkAbout4.e. Approve Pay Estimate #1, Shannon Parkway, Contract #1989-5 ___ _ _.___-- __ _ ~ �w; w - � • ����'/ � _ � .. � Fstinate V�ucher Na. 1 CONSRUCTIC�i PAYI�NT VGi�'R ' Aate s SePtember 22� 19R9 For Perind Endin9 t SePte�Ger I5� 19A9 Proaect No. : CI'fY PkOJECt NU. t94 - S.A.P. 208-1Oh-0S Class of Work : SFiA�MiON PARKWAY STRE�T AND UTIIITY IMPROVf.ttf.NTS 70 : RIGMARD Kt�ITSQN, IN(:. ---------------------------------�a�..�� ____-- 12585 RHOtJE ISI.i�![1 A1�. S. Locatian = SHANNON PARKWAY SAVAC+�. IRN. 55378 -------------- ---------____.__�.-------_.—___...�� PH tbl?.) i�90-A811 Far : CITY t�F ROSE.MOUNT� MixN�SOTA FAX t6121 894-&�4G A. Ori�inaT Gantract Aaount f 771�870.25 P. Tatal Additions t U.00 C. 1otaT Deductions t� 0.00 0. Total FunOs Fncu�hrred f 171�810.25 E. Total Value of Work Certified to Oate f 137,b80.10 F. Less Retained Percpnta9a 5 X f b,884•01 G. l.ess Tokal Previous Parments f O.a� H. AP�roved for Pav�ent� T�it, Rerort f 13QJ9b.09 I. Totat Parnents Includin9 This Vaucher f 1;s�.79b.09 J. Aaianee Carried Far�ard # 641��f4.16 AFPROVALS ..M�a..:aasssasss�.-.swssssasas«:sszs��cs����s:ax�aaaas:�s«sssma=��=_�_____- ___ �___=�assss:�aasW�a��c��_-�s���a..;�� �FI-SCNELfN-�MAYERON & ASSUCIATES� INC. Pursuant to our fie10 oDservatic►n, as Performed in acto�dar�ce �uith our cnntract� we heret►Y tertifY that the materiais arP satisfactorY and the o�ork ProPerlr PerFormed in accordance with tDe Pians anA sPecifi�ations and tAat tha total �ork is . 18 X conPteted as of �ePtewbrr 15, I989 . We t�erebv rec��nd PaYment of tAis vauc.her. Si�ned ' �.l�'�'�` -�`�__��/ ,t`'�� ----------------------- Si�ned . Y__.._ t�!__.._.... _ '.w-. Cons�ruction Observer�/ � This is ta tertifY tAzt to the best of �v kno�ledl4, inform�tion, and belief� tt�e 9uantities and vatues of mork cPrtified h$rein is a fai� aPProxinate estirate for th4 PfPiod CovereG hY this vouchrr. Gontrattar : RIt�FiRD Kt�1TS�t� II�. Sianed f3v Date : ?itle �c�:.��__-_�_��a�=a�=�..a�=^�c_�=:c�cs=�zaxs�z��assssaassssass=�s=c�a�c��=��=c�na=n:�amaarsacsassaaasasssssaatsza�r�•_ . Citr of ROSEt1�iT APPr�ved fo� rav�ent Voucher ._._-- --------------- � -------__------------------------------- Checked Hr : Authorired Rerresentativr ________________���_��_��--- Da#e : � Date : ---------------�__..�_.._------ ------- Pa�e 1 of 4 - 4:�t1S � -- ESTIMATE VOt1CHER N0. 1 � CONTRAGT�. RICNWRU Kt�1TS[iN, INC. ------------------- 125.95 RHOOF. tSLANO AVE. S. � 'DATE ; SePtesbpr 22, 1989 SAVAGE, FMI. 55378 ' �___�__-___�._--------------- PH t6t2) 890-88t� � PA�CWAY ST�F't ANp IITILITY 1MPRfiVFMEN7S FAX t�l?.1 890-R:34h S.A.P. 20'8-106-05 CiTY FRIi�CT I�. 194 CITY C�YfRACT N0. 1984-5 far tha . CITY t� i�.M�lT� M1t+M��1TA _ Ct�i'tRACT �1TE t JtN.Y 27+ 1989 I�RK STARTF.A : �HN.Y 2El, 19A4 WOI�C G01�''l.ETED i C(l�''LET I ON pATE : AUCiIIST 31� 199� WOf�C Cqh�LET�Ii ITEM S'FEC. C�IV7RAGT TNtS AMaIMT TOTAi. ?Q iIATE N0. �. ITE�1 �1ANTITY 11�lIt UNIT PRIt� TfITAi. PRZCE t'�PtTN TN1S MOhITH QUAaITITY TaTt�. PRICE. ,;�tlF.t�.E "A" - SIREET5 1 544.602 F & I TRAFFIG STC�NS t(:OMP. AwSEM�.Y) 11 EA. 75.t�1 R25.(�? 4.00 0.00 2 DIV. II TRAFFIC Ni1�KJP�i PAINT 5� GAL. �0.40 :L411.04 4.�0 a•44 3 2141.50I GI.EAR 3:0 At�tF 150{�.00 4500.(�0 3 4,5ta0.00 3 4,500.00 4 2I41.S�6 GRUB 3.0 �RE: 1`Ot).UO 4`,�0.00 3 4�'�40.A0 3 4�5t)4.04 5 2104.5(15 REI'IOV� 8I TUMI NUI� FAVEM�f NT 2:i0 S.Y, I.OS 241.54 0.� 0.00 b 2104.513 SAWCUT BITtN'III�US PAVEMENT b0 L.F. 3.� I30.Q0 0.00 �•� 7 21t�.541 t�tMi EXCAVATIC�I - SHAI+�ON PARKIdAY 43004 C.Y. 0.93 39990.b0 S100Q 47+43Q.Ot1 :�1t�10 47,434.OQ 8 Zt�4.523 C.�'IMON EXCAVATt�1N - SAN �i EASEI'�Y7 14500 C.Y. 0.93 97b5.00 �0 4�b`0.00 S�4 4►b:�0•0� 9 2104.521 5ALVAC� bc f2EIN57AlL fEl�'.E 7U0 L.F. 2.00 1400.00 0•� 0•� 10 21i2.501 SUAGfiAllE PREPARATIQN 41 R.S. 75.0� 30)�.00 4.� 0•� li 2?.i1.SU1 �EGATf_ HASE - Ct:A;S 5 1aaU4 TpN 7..9a 417F0.oc► 0.00 a.4� 12 2232.50! MILL BITUMINtriIS SI�tFACE 27 5.Y. 2;3.40 756.t10 0.00 O.r10 13 2;3i.504 BITUMII� MATFRIAL FOR MIXTURE 313.5 TON 117.00 36679.50 0.04 �•40 14 2331.5I0 ?.331 BFTUMIt�N1S BINDFR f,�?SE ?090 TON 8.34 174:34.b0 0.�0 4•�4 ' 1S 7331.5I4 2331 RITUMIt�d� FASF C�1RSE 418(1 TON 8.34 3�£�k.20 0.0� �:� 16 2�41.5Q4 HtTt�lINtll1S F�TEJ2IAL F� MIXTUfiE 135.9 TON 17.8,00 1739'.5..'.0 0•�A 0.00 17 2342.5(�$ 2341 9ITUMIh�1S WEAR COl1�F 2090 TUNI 9.04 18893.60 �.�4 n•� 13 2357.502 6ITUPIIN0�1S MATERIAI F�i TAGK COAT 2480 GAI. 0.97 2445.60 4.� 0.� 19 2Q12.511 8' X b' PC CONC 8QX Gl�.. i3' G'Fti_l? 4G L.�. 234.17 t'L480.3?. p.(� 0.� Z0 24I2.Si2 $' X b` ENp .�ECTION TYPE 1 2 EA. �989.54 5979.00 4.(� A.tlO 21 ZS,31.50f COPN:�ETF CURB i4 GUTTfiR 8 61$ Rt�10 L.�'. 4.39 35120.00 0.00 O.txY g� ?.2 2557.�1 WIRE FENCE 34c�0 L.F. 2.00 63��.40 0.�0 0.� _ 23 2573.�2 ER(�SIOM C(�VTROI. 150(� L.F. 1.2(� lEOUi�.OQ 1�00 1,444.0(f 1200 1.440.(�(1 24 2575.5fl1 �EDING 1l,3 � 650,00 7345.40 0•�4 0.� , TOTAL SCNED�N,.f "A" - STREETS _..�_..._..�_�_______ w� 332�532.52 f b2.S20.00 f 62�520.OU , !;+Ct1EU1t.E "B' - BITIN�iJhI�1S TRAIL �,---____ �..��--- � 25 2211.5t11 AGf,�EGA7E RASF - Gt.ASS 5 1300 TC�i 3.9(1 5070.tr0 0.00 0.tk� � 2b 2341..`�4 BITI�lIt�1S MATERIAt. FOR MIXTt� 30.0 TON t28.00 :�.'34U.00 d.� �.� � 27 2341.508 23�1 BITUMINWS M�.AR COl1RSE 450 TQN �.UO----13U50.t�4 �_� 4.� ______ 0.04 5 � TOTAL SCNEWLF "fl" - BITUMIt�U5 TkA1l ��.. .________�_f T1,464.40 3 0.00 3 0.00 5 Pa4e 2 of 4 - 4305 _ -__ ___ ---- -- _ _ _._..�.._ ___ ___� __.__ _ � __ - -- -� .. #.. �, ti' • . � . . . � . . ESTIPWTE 1�I�R I�. I Date : SePte�ber �, 1489 �N PAi�'WAY STREET ANA UT II..I TY iIhPROVF.h��itS S.p.P. 2tI8-106-05 CITY PROJECT M0. 194 GITY COFiTRACT N0. 1989-5 " for the CITY OF RO�T� MIN[�SOTA • 4�tiC COMPt.F.TEA ITEM SFEC. CO�ITRAr,T TNIS AF�1T TOTAL TA DATE N0. N0. ITF.M QUANTItY UN1T tA+tIT PRIGE TtITAI PRJCE MONTH TNIS MIONTH 4LIANTI7Y TOTAL PRIfF. 59 2b11.5t1i1 1' Ct�B ST� & HOX 3 EA. 72.33 216.99 3 Z1G.99 3 216.SN 60 2b11.500 1" C�PfR SERV[GE PIPE 13S LF. 13.99 13�.3.65 127 1.77b.73 t?.7 ` 1�776.73 TQT�.. SGHEDULE '0" _ 1�1TER MAIN _.-----__.._�.�_________.��t 142�873.25 f Sh�5t4.43 � i6,51�.43 �Dl1LF "E" - �ANITARY 5'�Wf.R 61 2621.500 8" PVC PIPF SA�i SNR 5DR 35 184E+ I .F. 10.71 19770.1�6 3t�6 3�277.2b 3(� 3.�7i.2b b2 2b?.1.SQh $" PVC PIPE SAN S4�t S�i 2b 6.'30 L.F. 21.�6 13519.80 0.40 O.AO b3 2621.S4f1 $" DIP CL S2 SAN 5i�i 9(1;� L.F'. �5.h7 3?.210.Ol -0.t1Q 0.4t1 64 2b21.500 10" PVC PIPE SAN SWR S�2 35 704 L.F. 17.hf3 1?37b.04 524 9.2fa�44.�2 524 9�264.32 65 2621.5tn1 10" PVC PiPF SAN S41R SI1R 2b 171 I..F. 23.50 401i�.5(1 O.pO 0.00 bb 262i.S00 10" OIP CL 52 SAN �WR 350 L.F. 38.29 t34Q1.50 0.40 0.04 b7 2b21.SQ0 8• x 4" PWC 5EI�R WYES 3 Ep, 31.Ut► 43.00 3 93.00 3 93.(�0 68 2b21.5U0 t0" x 4" PVC SEWER WYFS 12 EA. b0.00 720.00 5 3Q0.44 S 300.4A b9 2b21.50Q 8" X 4• DIP SEI�R i�YFS 14 FA. 214.43 300202 0.0t1 0.04 70 2621.500 10" x 4" DIP SEWER WYf.S 6 EA. 2b6.h7 1b00.42 0.40 0.00 71 Z62I.�OU �" PV(; SERVICE PIPE tINp. RISFRS) 273 L.F. 11.21 3064.33 204 :►2£�.$4 244 2,286.84 72 2b21.500 4' CISi' SERYICE PIPE tTWCL RiSERS) 338 L.F. 13.1I S3t9.48 O.A4 0.40 73 26Z1.50Q STD SAN. SWR MA�i(�.E 4' DtA. t0 - $`1 22 EA. $82.5.� I76.56.10 3 2�447.b5 3 2.447.65 �$ 2621.500 EXCESS 1'�It�.E DEPTH tlUER 8' 285.2 L.f. 59.40 t6326.8� 13 7b7.00 13 7b7.40 7S 2b2I,500 TYi�: "A" 4UTSIAE �(IP SFf.TION ?. EA. 718.50 1437.00 O.QO O.OA 76 2621.5� TYPE "H" WTSIpE �tOP SECTION 2 EA, b18.50 1237.00 4.00 Q.04 77 2l�21.5AO EXC�SS 8' pR�' Sf.CTIQN OVFR 4' 3b.3 �.F. 61.27 2224.10 0.� O.Q4 78 2621.504 flREAK I N & C�INt+�CT TO EX. �Ni 1 EA�i 250.00 2.`�O.Q0 1 250,�0 1 258.00 79 ZbI1.500 GRANUt.AR FOUNtIATIUtd 200 Tt1�1 8.58 171b.00 0,40 0.00 TOTAL SC}�:DtN.� "E" - :AN I7AkY SE.I�.R _��.._�....�._____�__3 150 f 438.32 s 18�f►41,.07 f 1 S,b46.47 :-- -----a=zo�-��_�a��- -_��:�c«.ac:��w�ssssast=sa=saszca:a.._�_��.:==�sxaaszsas«:ssaa=sazss�sa�sas:..:s SUB-TOTAL - Sl�'i t�' SCt�t��ES "A" THRU "E" _��_�._i 74b,440.25 t 137,b80.10 i 137�680.10 80 DIV. II (108tLIIATIt�t I2X MAX OF SUB-TOTAI.I l 4.S. 9�670.qt) 9�b70.40 I 0.04 i Q,� R1 DIV. II CLEAN-UP t?X MINIMt�1 � SUH-TOTAI.I 1 L.S. 15,100.0A 15,704.00 (1.U0 t1.00 _=___=__==� --__�___�� �_-- -- t�tANA TOTAL 8JD _.. _����._�.__�-----�3 771�810.25 S 137�680.10 i 137�bR0.1� J ��-- = ----_-� �::�-� � . TOTAL TO DATE _.. .__..._�___..�..______.�s 77i►818,2S f 137�6R0.10 3 1:�7.b80.l0 Pa9e 4 of 4 - 43�5 I ,