The URL can be used to link to this page

Home My WebLink About92-0325 Wil-Freds Construction ChangeOrder 12 RESOLUTION APPROVING CHANGE ORDER NO. 12 IN THE CONTRACT WITH WIL-FREDS CONSTRUCTION, INC. FOR THE SLADE AVENUE FACILITY WHEREAS, the City of Elgin has heretofore entered into a contract with Wil-Freds Construction, Inc. for the Slade Avenue Facility; and WHEREAS, it is necessary and desirable to modify the terms of the contract as is described in Change Order No. 12, attached hereto. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF ELGIN, ILLINOIS, that Larry L. Rice, City Manager, be and is hereby authorized and directed to execute Change Order No. 12, a copy of which is attached hereto and made a part hereof by reference. s/ George VanDeVoorde George VanDeVoorde, Mayor Presented: March 25, 1992 Adopted: March 25, 1992 Omnibus Vote: Yeas 5 Nays 0 Recorded: Attest: s/ Dolonna Mecum Dolonna Mecum, City Clerk ELGIN, ILLINOIS SLADE AVENUE PUMPING FACILITY CHANGE ORDER NO. 12 SCOPE: This Change Order #12 covers additional changes in the scope of work at the Slade Avenue facility that were not reasonably foreseeable at the time the contract was signed and are in the best interests of the City. Items covered in this change order are for: 1) plumbing modification and 2) electrical transformer/switchgear relocation. This contract for construction is with Wil -Freds Construc- tion, Inc. , of Naperville, Illinois. REASONS FOR CHANGE: 1. Change Proposal #19 is for supplying and installing a by-pass vareameter for the water meter testing equipment which is of a different model number and manufacturer than specified in the contract documents. This item was noted upon review by the City's Water Department during shop drawing review and is due to oversight by the City in the original bid documents. This change proposal will allow for testing of large water meters and also includes a material credit for the originally specified equipment. 2. Change Proposal #36 is for additional labor and material incurred for the installation of concrete pads, fencing, and contour regrading for the 5 KV outdoor lineup. The design of this facility was completed and bid accepted prior to completion of utility company engineering. Thus the location and other details of the design were unknown at the time of the bid. The final ComEd engineering required that additional larger transformers be added. The original design was also based on utilization of the existing ComED substation yard. ComEd, in their review, determined that the transformers would not fit in the existing substation area, thus necessitating a larger area. SUMMARY OF CHANGES IN CONTRACT AMOUNT: The amount of the contract will be revised as follows: ITEM ADD #1 Change Proposal #19 $ 511.70 #2 Change Proposal #36 10,496.03 TOTAL NET ADDITIONAL COST $11,007.73 The original contract with Wil-Freds Construction, Inc. , was for $3,694,400.00 (three million, six hundred ninety-four thousand, four hundred dollars) . Previous change orders amounted to $200,547.69 (two hundred thousand, five hundred forty-seven and 69/100 dollars) and, ELGIN, ILLINOIS SLADE AVENUE PUMPING FACILITY CHANGE ORDER NO. 12 Page 2 with the change order amounting to $11,007.73 (eleven thousand, seven and 73/100 dollars), the total contract will be for $3,905.955.42 (three million, nine hundred five thousand, nine hundred fifty-five and 42/100 dollars) . OTHER CONTRACT PROVISIONS: All other contract provisions shall remain the same. The date for substantial completion of work under the contract will be December 12, 1991. The date for completion of all work under the contract will be August 11, 1992. Agreed to this .2(N td, day of M ( 1.ce,- , 1992. Recommended: CLARK DIETZ, INC. Engineers and Architects By: � a & Date: ZA7/CTZ.. WATER DEPARTMENT: By: c;-,, - „� u.. Title /1:4-6--- itle 1 & ;4)._L-L.AZ-L7, JL,' L t Date: `3 ,jz//g Accepted: WIL-FREDS CONSTRUCTION, INC. Party of the Second Part (Contractor) ` �� BY: ' —_ Title: :: Date: t/ °c Approved: CITY OF ELGIN Party of i - Fir: •ar (Own- By: . �4,_.. Title: . A. i2-- s . — Date: Ailliffiri 4 ' 2...„-- /OE E _ 1,f�c i _ 9WI L- ; DS De ember 26, 1991 P.O.BOX 405 ■\4 PERVILL ,IL 6U5�Y2 (708) 97 4000 III— /1✓/t�I Clark Dietz Inc. P.O. Box 676 Champaign, IL 61824 ATTN: Mr. Marty Vogel RE: Slade Avenue Facility Change Proposal #19 Dear Marty: Please revise our proposal #19 for the referenced project as follows: Vareameter (See attached quote minus 1 - Flange Tester Clamp) . $1,573.18 Labor to install vareameter etc. 400.00 Labor & Material Credit for original Spec's Indicator (1,508.00) Net Add 465.18 WFS 10% Fee 46.22 Total Revised Cost $ 511.70 We trust this meets with your approval. No material can be ordered until we receive a change order authorizing this work. Please note that delivery time is 12 weeks. Sincerely, WIL-FREDS CONSTRUCTION, INC. /411.701A1 H.W. Kleyweg Project Manager cc: WFS - Change Proposal #19 file Enclosure HWK:tg CDI12.26 274 E. INDIAN TRAIL • AURORA, ILLINOIS 60505 FAX(708)897-4444 1 Ury SIDENER SUPPLY COMPANY ❑ GRANITE CITY, ILL 62040-45 NORTHGATE INDUSTRIAL DR.-618/452.3353 or 314/621-0747 ❑ WASHINGTON, ILL 61571 - 115 NO. CUMMINGS LANE, P.O. BOX 250 • 3091444.3183 D OLATHE, KANSAS 66062 11510 BLACKBOB ROAD 913/469-5820 ❑ INDIANAPOLIS, INDIANA 46224 - 1680 EXPO LANE, P.O. BOX 24251 - 317(271.1463 D ST. LOUIS, MO.63146 • 11665 LACKLAND ROAD, P.O. BOX 28446 314/432.4700 ❑ BELVIDERE, ILUNOIS 61008 • 6829 IRENE ROAD, P.O. BOX 310 - 815/544.3458 D ADDISON, ILLINOIS 60101 1821 FULLERTON AVENUE 312/932-0050 ❑ O'FALLON, MISSOURI 63366 601 PUND ROAD - 3141281.2600 ❑ OAKLANDON, INDIANA 46236 • 5858 THUNDERBIRD ROAD 317/823-4474 ❑ COLUMBIA, MISSOURI 65202 • 601 BIG BEAR BOULEVARD - 314/442-4450 SIDENER SUPPLIES SATISFIED SERVICE • WIL-FREDS P.O. BOX 4050 NAPERVILLE, IL. 60587 c../S ATTN: JIM JAENEL /? 42 � 1% ^` If DATE JOB NUMBER , (.94,0 DATE MAY 20, 1991 BY-PASS METER F.O.B. TERMS DELIVERY TIME ELGIN, IL. NET 30 DAYS Reference above job,we are pleased to quote as follows: 1 - BRASS GLASS TUBE WALLACE AND TIERNAN BY-PASS VAREAMETER 849.36 ea., PER YOUR DATMINDER 1 - 304SS ORIFICE PLATE 158.72 ea. 1 SET - 4" 25091 THREADED RF ORIFICE PLATE FLANGES 565. 10 per set NOTE: Availability form Wallace and Tiernan has been estimated at 12 weeks. If needed, please use the following price for adapter for 3" thru 6" meters for the Ford Test Bench. 1 - FLANGE TESTER CLAMP FOR 3" THROUGH 6" METERS 379.25 ea. NOTE: Please reference the attached special notice, as it is also a part of the quotation. The prices submitted under this quotation, unless otherwise noted, are subject to any increase by the manufacturer of any given items quoted. In the event of such an increase, the prices quoted herein shall be adjusted by the same percentage increase as that of the manufacturer. Effective immediately, surcharges as charged by the manufacturers will become a part of this quotation. ' PAGE 2 ADI 91-172 #67 These quoted prices are determined for the quantities listed on this quotation. Any additional or small quantities ordered may be subject to different pricing. Please verify pricing when ordering additional or smaller quantities of material to avoid any discrepancies. We appreciate this opportunity of quoting and look forward to furnishing your material requirements. If we can be of any further service, please let us know. Sincerely, Sidene upply Company Dennis Meier Sales Correspondent • @ E FEB 2 61992 WIL-FREDS I P.O.BOX 4050 • NAPERVILLE,IL 60567 • (708)897-4000 February 21, 1992 Clark Dietz Inc. P.O. Box 676 Champaign, IL 61824 ATTN: Mr. Marty Vogel RE: Slade Avenue Facility Change Proposal #36 Dear Marty: Per our discussion and based on actual number of additional pads installed, we revise our referenced change proposal amount to $10,496.03. This reflects a change in Wil-Freds concrete work only. The revised breakdown is as follows: Northern Illinois Fence, Inc. (See Attached) $ 5,190.00 Vegter Excavating (See Attached) 3,179.00 Subtotal $ 8,369.00 Wil-Freds 10% Management Fee 836.90 Wil-Freds Concrete work (See Attached) 1,121.85 15% Fee 168.28 Change Proposal Sum $ 10,496.03 All else remains as originally proposed. We trust this meets with your approval and await a change order. Yours very truly, WIL-FREDS CONSTRUCTION, INC. H. W. Kleyweg Project Manager HWK:plr cc: C/P #36 File attacment CDIB11.26 274 E. INDIAN TRAIL • AURORA,ILLINOIS 60505 FAX(708)897-4444 WIL-FREDS CONCRETE COSTS FOR 2 - 8'6" x 8'6" PADS Stone for underslabs 4 cubic yards @ $14.53/yd. = $ 58.10 Labor to frame place and finish - 20 hrs. @ $39.45/hr. = $ 789.00 Mesh - 150 sq. ft. @ .42/sq. ft. = $ 63.00 Concrete - 3.95 cubic yards @ $45.00/cubic yard = $ 177.75 Formwork materials - 68 LF @ .50/ft. = $ 34.00 3538 E. Rte. 38 Phone: 756-3561 DrKalb, Ill. 60115 I XX NORTHERN ILLINOIS FENCE , INC. ESTIMATE AND PROPOSAL Sept. 24, 19991 DATE Wil-Fred's %Butch Kleyweg Slade Ave. Facilities CUSTOMER'S NAME JOB SITE P.O. Box 4050 Elgin ADDRESS ADDRESS Naperville, Il. 60567 708-897-4000 CITY STATE PHONE PHONE COMPLETE PRICE DOWN PAYMENT BALANCE CASH ON COMPLETION H BANK PLAN :J .1'C AMOUNTS AND ' CHECK LIST DESCRIPTIONS We agree to furnish materials & labor for the install- OVERALL OVERALL PANEL WEAVE ❑ LENGTH HEIGHT 8' ation of 606' of 8' high chain link fence with (3) TRI SET ❑ WALK DRIVE strands of barb. Price include CONCRETE ❑ GATE GAZE STAKES ❑ 2-12' two 12' double drive gates per plans and specifications. ❑ CHAIN LINK T UNDERGROUND ❑ Fence to be constructed of 3" terminal posts. 2, line WIRE DIAMETER GAUGE TERMINAL POST TAKE DOWN ❑ 9 3" posts, 1 5/8" toprail and 9 ga. wire mesh. All material HAUL AWAY ❑ DIAMETER DIAMETER LINE POST TOP RAIL to be SS40 quality. TRIM BUSHES TREES ❑ 21/2" 1 SIR" EVEN ON TOP ❑ DIAMETER LINE POST 0 GATE FRAME SPACING STEP DOWN lO' ROLL ❑ KNUCKLE BARB CONC. BREAKS ❑ UP UP COMPRESSOR ❑ x WOOD WELDER ❑ TYPE STYLE CORE GUN ❑ OF WOOD OF FENCE LADDERS ❑ If accepted please sign and return one Co V. • DIGGER ❑ DRILL ❑ THE COMPANY IS OBLIGATED ONLY BY WHAT IS WRITTEN IN CONTRACT. NO VERBAL AGREEMENTS WILL BE CONSIDEREDVALID.WORK WILL BE DONE AS PER SPECIFICATIONS. IN THE EVENT THIS PROPOSAL IS NOT APPROVED BY THE NORTHERN ILLINOIS FENCE COMPANY,ANY PAYMENT MADE SHALL BE REFUNDED TO THE CUSTOMER AND THIS PROPOSAL SHALL BECOME NULL AND VOID. ACCEPTANCE AND AGREEMENT TO PAY THE NORTHERN ILLINOIS FENCE COMPANY AGREES TO FURNISH AND INSTALL MATERIALS AS DESCRIBED ABOVE AND THE BUYER AUTHORIZES WORK TO COMMENCE AND AGREES TO PAY THE PRICE DESCRIBED ABOVE AND AGREES TO THE TERMS AND CONDITIONS. MATERIAL AND WORKMANSHIP ARE GUARANTEED FOR A PERIOD OF FIVE(5)YEARS. TERMS OF PAYMENT NET 10 DAYS IF NOT OTHERWISE STATED. h �I pic BUYER • N RTHERN I&LINOIS FENCE,II GI PHONE: OFFICE-543-6955 RESIDENCE -832-6360 H. F. VEGTER EXCAVATING CO. Quality Service Since 1955 800 S. ADDISON ROAD ADDISON, ILLINOIS 60101 November 25;799.i,, *JO! Mr. Butch Kleyweg, Jr. : ; f�92 Wil-Freds Construction, Inc. 'f• / ,s\ 274 East Indian Trail / Aurora, IL 60505 '" j l RE: Slade Avenue Facilities Elgin, IL Tranformer Pad Revisions Dear Butch: We request your review of the attached information pertaining to the referenced item. Transformer placement necessitated grading revisions shown on the attached sketch. This required import and placement of clay above the original proposed grade. Using cross sections and a tally sheet, 374 cubic yards of clay were required. 374 cy placed and compacted @ $8.50/cy = $3,179.00 Thank you for your consideration of this matter. Please call with any questions. Sincerely, H.F. VEGTER EXCAVATING COMPANY /far,/ g� Ron Vegter Estimator RV/lrc _ =.._—_• _ _ —1 I I I i jib I I � f ■ }-- — — — • { i II _ _ ; I II II II I ` i I i _ I ! I � I I? 1 I I I ( I I .L I i i i I I j .. I -.-. .- k k. ! { 1 I i I I ! t _ l'c■.. -------,----1---------- --- I � .. _ . . .. w.I I ! I i i i j - ----- - -�-- �� .. iI I I � I 1 ., I — ec..... . .1r ,, I I i i i , I I - I I - - y -- — ---- — - . �c ' I I I I � � 9, : I I , 1-"-- � II II I i ' I I ' I ,c I I I ! I I I ` — — – — — ! I I � IIi I ( I . � f I1 - tic I j ! I I I Ii. I _I i 1 - -- – — – tc ! I I �IT ; 'I ' 1 - .I I I - i I I — i,l ' I I j L` — I I I I I I II ! I {I L�I • I ; I j I I i I I I I I • I _ - -- - -- I i , i I ! l • III ' ' i 11 I I Ii ; 1 1 ! I I — I I i I 1 I I - • { - -- — — ,—r— , I ,., I i I ;,t I ` — . I • , , / ; / - �.•• . , . I,I : . . I 1 I•. . • I , A,,I v .7 ;' t 2,-- , --- t , S 2 0 I t i I �I i ! C '.9 ofo i . o I I �ii _ _ I , : 1_ II II ") /S -- Ii I o/7 ri �y .w� •)" 2 ;o , . .- I Z / j C y•,.,y ---------------------------"-----°°7- M C 4 -1 4% 1\s\ q,2�1 r I dv g 4, z. f i 641"3 1 'i! al » ♦ L .\ C \ ` , ,_ ♦ ■ �l \................... ..... ...---•.- . \ . ...t. 1 . \ /ZrQ \ ' • . , . . \ -...„...,„_ V....... _ ...--- - . \\ 1(G ../'- ► �--+i~—}-•rte- -— ,=r— ——1 } ,,•. # •-.•'''..,' .;:fil.,.....A. t :art} o' ...1i,4.i''rk `. J.^•. ",i` 4 t+. f - ' — — ,c ,, :•fi.n,• c3sL� `, -y. 4y t j it t ±c L y. M/y� ! t y5r i, ;3 3, \`-71, r- 4.,�.,lt• 1 w .( l: '4 .t-1.‘t it^�... - n''.-' ,„?..•:,-,,......,, ; 4 ek 4?.... +7�-.',,---„4:;:::-.,.i 1. I6 ,,, ^1- ,s. \. '01'..(.:., r.:.'..',3,....-c,,,---„T'...„..... 'f F ~L JE p. '�. r4l a,,. X74 +.( 'a nY;< ''I . /' +.. •I ' .- ...''..,•••---"----- - • , r.- -t,,,-......,,-*•••.r •, • . 2_-.7..4.7" v.,,,s,..,:v&-tiNOVIS,.._ •.6"..,,4 4, Itif5,4".t. ,,. _ 4 / . . . ...., . ..,' / +� '< ...,..,^{'-'1'.J :. hE7 ,Y.s"• cS',` ••"�yi_�p•:t4,--..{p., 11,... 711% .1 41(1.,.+1 k i k'(‘ /x-��Tx I • ', 1• Y „r'S �j 't ♦ _ • ,jj•�M_ 1 K l_ 3 -;:- t? 4 z y•r 1"--:°,44..-1 j fi'1 0 • -1r�`< -: c" ' __ y µ , 4 � `� �., ,j f l�}Mi=q r• YL V\ i 1 I ; • '4,7„,'-.v--- ir."4 As . -ik, -1.• ...4-d_,-*".*44t,., 1.er- -4. $ -104 •- --'7.-744.. . , -.4, .44 . • • . _041 „21...rra,44:i.,7,... e.,444.1•...,,, ,4..,et,yi.v.,4.,.._4.:/.. . .. .. ..,; i...........-4.,..-*1.r: . I. �, � �'� 1 r� #i 4!a c �y^ ' mot} � � ��+4 � / J ,..,....,....,,,,<;\...., ,:-.,. -.02416111111111■ ..4 I/ 1 .••••'.. • i I 4. • ss '4' 41......e..../t..„ - -.i ..-...-1,....- 4. ‘..,...... w ‘,.-.,- OF 1,S 'gift ' , ,I.1 'i«_t { a j s .7 «" L" I' ' + /,'.1''J :` ,- 54„ ir' �L 'cO J 7t-41.t..-__,-4� L.y r�,f.{ . ` ` ;cI . ` ri�._‹tiP`�'it.�� ` ye( red,x S r {L S. f —,t.. Ah-�q:* ref f 7( ;5•:-..-5:1,..•-••;4 ., :t ) _ O/1 OLD r/ j. .`` rK < '� < r ti t :o 41** .:, ■111Alih. .k,,gh,VP:411:elrA4-;:!.:-........,..:-)4.=,:e-,„;,.t... i.,;,.?,:..,-- -,;7,-.)"a' .i.- -•-„-.,..,iy?;.--„:4:-?-:iii,i1:: oTzt .- - --— 7-- ----'— -46. ddleAll..""14111 Ph.. 4Flieb• -lb,. ...:::-;4;-41::7467."?.!*:-C;.:4!;14:!;1'.i:C14.9.. '-'!!.74;:e3:.*::':".'... !...:-.c.2.�.•, ..SS .. f�. i -.-.-.......'.......\ -:.. : ' . , . %�'�y.�.t4 sit �; �; , i ,1_ S� ..art om.`, - - ------ \ imillim..._ 11.- '. .411101aMitft • 4 i� C e u r • . - �', t;Y�?�.�_.�t�,in is '. r ° "- r.K ,.4"? ' -`-. ..._.rr_-. _ -�� Elm Agenda Item No. TO: Mayor and Members of the City Council FROM: City Manager DATE: March 4, 1992 SUBJECT: CHANGE ORDER #12 WITH WIL-FREDS CONSTRUCTION FOR THE SLADE AVENUE FACILITY PURPOSE: This memorandum will provide the Mayor and Council with information to consider authorizing change order #12 with Wil-Freds Construction for modifications to the Slade Avenue facility. BACKGROUND: Change proposal 19 is the result of a review of shop drawings by the City's Water Department. During this review, it was noticed that a test indicator for the water meter testing equipment had been specified for only a single flow range. As this indicator is for the large meters, it was determined that a dual range indicator would be more appropriate; therefore, this change is for the replacement of a single range indicator with a dual range indicator (the ranges are from 0 to 100 gallons per minute and from 0 to 500 gallons per minute) . Change proposal 36 is for additional labor and material incurred for the installation of concrete pads, fencing, and fill and grading required for the 5 KV transformer's lineup. The design of this facility was completed and bids accepted prior to final engineering review by Commonwealth Edison. Initially, there was adequate space within Commonwealth Edison's substation for the originally designed units. However, in June 1991, approximately six months into construction, final engineering plans were received from Commonwealth Edison indicating that adequate space was notavailable within their existing substation. Consequently, a new transformer site was required. r Page 2 With dual feeds to the facility required, the new transformer site work involved earthwork and grading, four new and larger concrete pads for transformers and switch gear (note that the costs for two pads are not in this change order #12 as they were included in the original base contract) , and fencing of the new site. Please refer to the attached change order #12 for additional information. FINANCIAL IMPACT: Additional cost incurred due to change proposal #19 is $511 .70 . Cost incurred from change proposal #36 is $10,496.03. The net total being $11,007. 73. There are sufficient funds in the Water Department's contingency fund to cover this additional expense. RECOMMENDATION: It is recommende that the City Council approve change order #12 with W' 1-F - struction in the amount of $11,007 . 73. 47) City .n.ger --∎ LLR:LED: jk 01140302.292 cc: Jim Kristiansen, Public Works Director Attachment I ELGIN, ILLINOIS SLADE AVENUE PUMPING FACILITY CHANGE ORDER NO. 12 SCOPE: This Change Order #12 covers additional changes in the scope of work at the Slade Avenue facility that were not reasonably foreseeable at the time the contract was signed and are in the best interests of the City. Items covered in this change order are for: 1) plumbing modification and 2) electrical transformer/switchgear relocation. This contract for construction is with Wil-Freds Construc- tion, Inc. , of Naperville, Illinois. REASONS FOR CHANGE: 1. Change Proposal #19 is for supplying and installing a by-pass vareameter for the water meter testing equipment • which is of a different model number and manufacturer than specified in the contract documents. This item was noted upon review by the City's Water Department during shop drawing review and is due to oversight by the City in the original bid documents. This change proposal will allow for testing of large water meters and also includes a material credit for the originally specified equipment. rt. • 2. Change Proposal #36 is for additional labor and material incurred for the installation of concrete pads, fencing, and contour regrading for the 5 KV outdoor lineup. The design of this facility was completed and bid accepted prior to completion of utility company engineering. Thus the location and other details of the design were unknown at the time of the bid. The final ComEd engineering required that additional larger transformers be added. The original design was also based on ; utilization of the existing ComED substation yard. ComEd, in their review, determined that the transformers would not fit in the existing substation area, thus necessitating a larger area. SUMMARY OF CHANGES IN CONTRACT AMOUNT: The amount of the contract will be revised as follows: ITEM ADD #1 Change Proposal #19 $ 511.70 #2 Change Proposal #36 10,496.03 TOTAL NET ADDITIONAL COST $11,007.73 The original contract with Wil-Freds Construction, Inc. , was for 0' $3,694,400.00 (three million, six hundred ninety-four thousand, four hundred dollars) . Previous change orders amounted to $200,547.69 (two hundred thousand, five hundred forty-seven and 69/100 dollars) and, ELGIN, ILLINOIS SLADE AVENUE PUMPING FACILITY CHANGE ORDER NO. 12 Page 2 with the change order amounting to $11,007.73 (eleven thousand, seven and 73/100 dollars), the total contract will be for $3,905.955.42 (three million, nine hundred five thousand, nine hundred fifty-five and 42/100 dollars) . OTHER CONTRACT PROVISIONS: All other contract provisions shall remain the same. The date for substantial completion of work under the contract will be December 12, 1991. The date for completion of all work under the contract will be August 11, 1992. Agreed to this day of , 1992. Recommended: CLARK DIETZ, INC. Engineers and Architects By: 7. � 7 Date: Z-r�7,4Z.. WATER DEP,TMENT: By: (;;711/- t- - A Title: 24-7;1., , 4■Ae%L-- - Date: (04 Accepted: WIL-FREDS CONSTRUCTION, INC. Party of the Second P t (Contractor) By: Title: Date: Approved: CITY OF ELGIN Party of the First Part (Owner) By: Title: Date: