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HomeMy WebLinkAbout5.l. Approve Pay Estimate 2, Chippendale / 160th Street Improvements . CITY OF ROSEMI�UNT E�ECUTIVE SLtMMARY FOR ACTION - CITY C4UNCIL MEETING DATE: Novembe�r 6, 1990 :..�_ AGENDA =TEM: Approve Pay Estimate #2, Cantract AGENDA BECTIONs 1990-3, Chippendalej160th Street Impravements Consent PREPARED 8Y: Richard M. Hefti AGEND������ � City Engr/Fub. Wks, Dir. • .IYf ��" � ATTACHMENTS: Fay Estimate #2 APPRO Y: { This item consists of a rovin Partial Pa Estimate� for PP g Y Chippendale Avenue Str�et Improvements and 160th Street Watermain, Projects 191 and 213 respectively. Projeet 213 is basically complete. Restoration is the main item left to complete. Utilities for Project 191 are basically complete under `this estimate. If the weather holds for another 2 weeks, the contractor may be able to pave the bituminaus. At worst the gravel base will be down and the road can be open during the winter. RECOMMENDED ACTION: Motion to Approve Pay Estimate #2 for Contract 1990-3, Chippendale I Ave./16Oth St Watermain. COIINCIL ACTTON: APproved , , RKI #3$7 "",'.�... � GITY O�' R635EA�tQt,TN'T" APPLICATION FOR PAYMENT NO. 2 CITY PROJECT NQ: 213 & 191 SEH FILE NO: 90294/89017 PROJECT: 160th Street West Trunk Watermain and Chipnendale Avenue Reconstruction - Phase I CONTRACTOR: Richard Knutson. Inc. CONTRACT DATE: September 11t 1990 12585 Rhode Island Ave Sq►,ppLICATION DATE; October 22, 1990 Savage, MN 55378 FOR PERIOD ENDINGs October 22, 1990 Tatal Contract Amount $ 3Q7 .$6Q.00 Total Amount Earned � 221,203.60 Material Suitably Stored an Site, - Not Incorporated into Work � Contract Change Order No. Percent Gonrplete � �ontract Change Order No. Percent Com�lete $ Contract Change Order No. Percent Complete � GRQSS AMOUNT DUE . . . . . . . . . $ 221.203.60 LESS 5 °s RETAINAGE . . . > . $ 11,060.18 AMOUNT DUE TO DATE . . . . . . $ 21Q,,143.42 LESS PREVIOUS AFPLICATIONS . . . . . . $ 131,404,31 AMOUNT Dt7E THIS APPLZCATION . , . . . . $ 7$ .739.11 APP OVED• ' ,` � � �7��.�. �d�-��,v� t--�:�a l4, � 9 ,�- f--� ����bZ-�2 � l'��3r � � t S -�g � 3� '' y �; � ,�°,: `_" """'' '-„.'` Richard . H i, _y.� ?.:� y' __ . ._ .. City Engineer D-�.rector of Public Works ;r;��' ��!i��1 '•--._��t�ie�;# �:�. 423-4411 ��j ;�" 1�`�1 City Hall � �,�n °����,; • � RKI ##3 8 7 . � .---, � APPLICATIQN FOR PAYMENT ` �� __?. ^: `�f t ?� --------------- - ' +.j_ :�. . . _ , . (�UNIT :PRICE :GON�RA�T ' . h�� ' , � ., �}• ! U�>.�1 s�: . .. . , , . . . . , .i.. , . . , � .. • .c , . .r .. . . .. .i. . . . . . :�. ' � . . �•'• .. . . , '�';�' • - •••' . C. . NO. .;.2� . . � . .. . r�, � �'� " �;��� . _ .. . . . . . - . . . . . . _ ---�...�:.: . .. . . � .� _ .. �� : . -- �? p,.+�,,��� , .... ... , . ,. ,.: . . ... .... .. . . . .:. . .. . ... ... 1ER: � ROSEMOUNT, MINNESOTA OWNER'S PROJECT .NO. 89017/90294 . ENGINEER'S PROJECT NO. 213 & 191 :ATII�N: ROSEMOUNT, MINNESOTA � 'TRACTOR RICHARD KNUTSON, INC. CONTRACT DRTE September 11 1990 __�._�__�____�__ ________ _ __ �_�__ _� _1____ �_ 12585 RHQDE ISLAND AVE. SO. CONTRACT ANiOUNT $307,860.00 SAVAGE, MN 55378 ---------------------- 1TR. FOR 16��H ST. WEST TRUNK WM & CHIPPENDALE AVE. RECONSTRUCTI4N - PIiASE I - - -------------------------------------------- 'LZC.DATE ------10/22/90__ ZIOD END.----- 1Q�22/90 --- ------- � - - ' APPLICATION FOR PAYMENT CONTRACT QUANTITY UNIT DESCRIPTION UNIT QUANTITY TO DATE PRICE TOTAL ------------------------------------------------------- �EDULE A - 160TH STREET WEST TRUNK WATERMAIN CONSTRUGTYON ---------------_------------------- "7.406 6" DIP WM, CL. 52 L F. T65 141 1b.00 S 2256. 00 7.4I2 12" DIP WM, CL. 52 L.F. 5250 5221 20.00 � 1A442d. 0Q 0.501 BORE 24" MIN. STEEL CASING L.F. 130 140 82.00 511480. 00 0.511 JACK 12" DIP THRU CASING L.F_ 130 140 14.00 S 196�. 00 7.606 6" GATE VALVE & BOX EACH 17 13 325.00 S 4225.00 7.b13 12° BTTRFLY VALVE & BOX EACH 3 4 675.00 $ 2700.00 7.630 FITTINGS LESS THAN 12" LB. 100 371 1.00 S 371 . 00 � � ��' S SHORT-ELLIOTT-�-IENDRICKSON, INC. : �257.631 FITTINGS 12" & LARGER LB. 1300 ],822 1.20 $ 21$6.40 �257...540 .HYDRANT .. .� . EACH . �$_: 12 : �Q00.:0:t? :$_12i3.04:40:.•:. : �� �.806 . INSiTLATION. .. . ' . .. . . HD .,FT • ., . '' . . . - . �. .. . . ' � 64 . 0 . l.QQ 'S. -- 3104. 524 SALV & INST GHAIN � LINK FENGE L.S. 1 .90 I6000.00 $ 14400.Q0 3118.501 AGG ,SURFAC.ING, CL. 2 TON� 125 . 0 ' ' . 12.00 $ ?331.508 TYPE 41 WEAR COURSE MIX. TON 47 0 43.00 $ ?504.b02 RELOCATE HYDRANT EACH 1 0 4�0.00 $ ?573.501 STRAW BALES EACH 60 12 3.00 $ : 36.00 ?573.503 SILT FENCE L:F. 300 d 1.50 $ ?575.501 SEEDTNG ACRE 3.6 4. 5 $0.00 $ 360.00 �575.502 SEED, MIXTURE 700 LB. 125 157. 5 1.00 $ 157. 50 ?575.5�5 SODDING, TYPE A S.Y. 4500 Q 1.50 $ _ ?575.511 MtTLCH MATERIAL, TYPE 1 TON 7.2 g. 350.00 $ 3150.00 3575.519 DISC ANCH�RING ACRE 3.6 4.5 4Q.00 $ 180.00 ?.`�.523 WOOD FIBER BLANKET, , TY`PE HV S.Y. ?50 0 1.20 $ �CHEDULE B - CHIPPENDALE AVENUE STREET RECONSTRUCTION - PHASE I ---------------------------------------------------- �ECTTON I - SANITARY SEWER )256.408 g" PVC SAN SEWER� -------- 12 '--i4' DEEP L.F. $0 71 30.OQ $ 2130.00 )256.408 8" PVC SAN SEWER, 18 ' -20' DEEP L.F. 80 73 30.00 $ 2190. 00 )25fi.701 STANDARD MANHOLE EACH 4 4 900.00 $ 3600.p0 a256.702 EXCESS DEPTH MANHOLE L.F. 37.2 35 80.00 $" 2800. 00 >ECT'ION IZ -� WATERMAIN 257.4Q6 6" DIP WM, �GL. 52 '-----L.F. 35 65 16.00 S 1040.00 25?.408 8" DIP wM, CL. 52 L.F. 140 123 17.00 $ 2091. 00 257.412 12�� DIp wM, cL. 52 L,F. I400 1299 20.00 S 25980. OD 257. 606 b" GATE VALVE & BOX EACH 1 2 325:00 S 650.00 � :AGE 2 OF 5 SHORT-ELLIOTT-HENDRICKSON, INC. �7. 608 8" GATE VALVE .& BOX EACH 4 5 425.00 $' 2125.QO � " � � - ' ~ . .. . � . � � , � . . � ' . Y . .. . , . .. � . '�.613. � :I2`" HTTRFLY .VALVE �& •B�X EACH - . .. 4� � :.� 3� •. � ` •. ,675�:'00 S� � 2025:4.4 .. �7. 630 FITTINGS LESS THAN 12" LB. 250 50 1.00 $ 54.-00 �7.631 FITTINGS 12" & LARGER LB. 1600 1876 1.20 S 2251.20 �7.640 HYDRANT EACH 3 3 1400.00 S 3000.00 ;7.8�6 INSULATION ' BD FT 64 256 1.00 $ 256. 40 �7.9�5 CONNECT TO EX. WM EACH 1 �. 425.00 S 4�5.pQ :TION III - STORM SEWER ;1.515 18" RCP APRON W/TRASH GUARD EACH 1 1 350.DO $ 350. 00 )1.515 21" RCP APRON W/TRASH GUARD EACH 1 l 400.00 $ 400.40 )2.541 4" PERF. PE PIPE DRAIN L.F. 250 Q 1.00 $ 13.541 18" RCP STORM SEWER, CL. IV L.F. 23 23 3�.00 S 690.00 )3.541 21" RCP STORM SEWER, � CL. III L.F. ?5 76 32.Q0 S 2432 .40 � 16.507 CONST. CATCH BASIN, DESIGN Y L.F. 9.2 8 115.00 S ; 920, �0 'b.516 CASTING ASSEMBLY, TYPE R-3067 EACH 2 2 I60.00 $ 320. 00 :1. 507 GROUTED RIPRAP, CL. III C.`�. 6.5 0 35.00 $ 1. 511 GRANULAR FILTER MATERIAL G.Ye ' 3.5 -0 25.00 $ 3.501 STRAW BALES EAGH 35 4 3.p0 S 12 . 00 3.503 SILT FENCE . L.F. 580 100 1.50 $ 15Q.00 'TIDN TV - STREET 1.502 CLEARING TREE` 5 1 100,00 $ 100. 00 1. 50? GRUBBING TREE 5 1 100.00 $ 104.-00 ` 5. 501 COMMON EXCAVATION C.Y: 4050 0 ` 3.70 $ �. 511 COMMON CHANNEL EXC. C.Y. 160 0 3.00 $ � 3 �F 5 SH�RT-ELLZf�TT-HENDRICKSON, ING. 2105.�521 GRANt7LAR BORROW {LV) C.Y, 55Q0 0 5.00 $ 2105.535 SALVAGED TOPSQIL C.Y. 500 0 3.�0 $ � 2�_1.�01 TEST ROLLIN� R.S. < 33 � 45.00I S 21i1.501 SUBGRADE PREPARATION R.S. 13 0 45.00 `$ 2118.501 AGG. SURFACZNG, CL. 2 TON 16 0 12.Od $ 2211.5C}3 AGG. BASE PLACED, CL. 5 C.Y. 675 39,`5 12.00 $ 434.5Q 2221.503 AGG. SHOULDERING PLACED, CL• 2 C.Y. ?0 0 24.00 S 2331.508 TYPE 41 WEAR COURSE MIX TpN 445 0 25.00 $ 2504.502 ADJUST VALVE Bt�X EACH 5 0 75.00 $ 2504.502 RELOCAT GATE 'VALVE & BOX EACH 1 l 400,00 $ , 400.p� 2504.502 RELOCATE HYDRANT EACH 3 ], 400,40 $ 400. 00 056�.601 TRAFFIC CONTROL L.S. 1 � 4000.00 5-4000.00 0564.603 4" WIDE SOLID LINE - _ YELLOW PAINT L.F. 660 0 0,40 $ 0564.603 4" WIDE BROKEN LINE - � YELLOW PAINT L.F. 235 0 0.40 $ �564.6C33 24" WIDE STOP LINE - WHITE PAINT L.F. 20 0 5.00 $ 2550.512 HANDHOLE, TYPE C EACH 2 0 500.00 $ 2550.523 3" NON-METALLIC CONDUIT L.�. $0 0 4.00 $ 2564.531 F&I SIGN PANELS, TYPE C S.F. 60 0 24.OfJ S 2575.501 SEEDING ACRE 0.5 � $0,00 $ 25?5.502 SEED, MIXTURE 700 LB. 20 0 1.00 $ 2575,5Q5 SpDDING, TYPE A S.Y. 2000 Q i.50 $ 2575.511 MULCH MATERIAL, TYPE 1 TQN 1 � � 350.C?0 $ ?5?5.5I9 DISC ANCHORING ACRE 0.5 � 4�.00 $ ?575.523 WOOD FIBER BLANKET, TYPE HV S.Y. 500 0 1.20 $ . . . p. . . . . . . . . � � .. .. ... � � � . . . . . � . . 'AGE 4 OF 5' SHORT-ELLIOTT-HENDRICKSON, INC. _ �PPLICATION FOR PAYMENT - Continued • � � �tal Contract Amo�unt b 307, 860.00 Total Amount Earned $ 221,203 .60 aterial Suitably Stored on Site, Not Incoparated into Work �$ .�tract Change Qrder No. �ercert.Complete S� �ntract Change Order �Vo. Percent Comp7ete $ ontract Change Order t�o. Percent Complete $ GROSS AMOUNT DUE.. .. . .. ... .. .. . $ 221,203 .60 LESS 5 � RETAINAGE..... .. .. $ X1,054. 18 AMOUNT DUE TO DATE... .. .. .. .. .. $,210, 143. 42 LESS PREVIOUS APPLICATIONS.. .. . $ 131,404. 31 s� ANIOUNT OUE THIS APPLICATION. .. . $ ?8 .739.11 )N7kACT(}R'S AFFIDAVIT �e undersigned Contractor herebyswears under penaity of per�ury that {i) all previous progress. iyments received fran the Owner on account of work performed under the contract referred to �ove have been applied by the undersigned to discharge in full all obligations of the under- �gned incurred in connection with work cavered by prior Applicatio�s for Payment under said �ntract, and �2) aii - �teria7 and equipment incorporated in said Project or otherwise listed in or covered by this �plication for Payment are free and clear of a11 liens, claims, secvrity interests and �cumbrances. '�d _, �9 �. Richard Knutson, Znc . Cantra tor By ' ame and i le UNTY OF �C� ) SS - .ATE 0� � , :fore me this � / day of ��� , 19 ��� personally appeared /1 � known to me,w�io being duly sworn, did depose d' say t at he is the of the Contractor above mentioned; Office at he executed the above Appl�cation for Payment and Affidavit an behalf of said Contractor; d that all of the sta��g���t in r �e, correc�,—and camplete. hl.Y , � � Commission Expires:� _ �aryPub�c.t�n � � � ,�r .�n. �`"�' Cour�t� Notary' Pub ic -�. � ';nmm'�.s�o�:�xp�es,�5h�. e undersigned has checked the Contractor's Appiication for Payment shown above. A part of is Application is the Contractor's Affidavit stating that all previaus payments to him der this Contract have been appiied by him to discharge in fuil atl of his obligations in �nection with the work covered by ali prior Appiications for Payment. accordance with the Contract, the undersigned approves payment to the Gantra�tor of the �unt Due. SHORT LIOTT EN ICKSO , INC. �e f n� �� ��v $y . . .e S of 5