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Home My WebLink About197-16 RESOLUTION113 West Mountain Street Fayetteville, AR 72701 (479) 575-8323 Resolution: 197-16 File Number: 2016-0479 SWEETSER CONSTRUCTION, INC. CHANGE ORDER NO. 1: A RESOLUTION TO APPROVE CHANGE ORDER NO. 1 TO THE CONTRACT WITH SWEETSER CONSTRUCTION, INC. IN THE AMOUNT OF $390,568.20 FOR THE RELOCATION OF APPROXIMATELY 1,100 FEET OF 12 -INCH WATER MAIN ASSOCIATED WITH THE RUPPLE ROAD - PERSIMMON TO CONGRESSIONAL PROJECT. BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF FAYETTEVILLE, ARKANSAS: Section 1: That the City Council of the City of Fayetteville, Arkansas hereby approves Change Order No. 1 to the contract with Sweetser Construction, Inc. in the amount of $390,568.20 for the relocation of approximately 1,100 feet of 12 -inch water main associated with the Rupple Road - Persimmon to Congressional Project. PASSED and APPROVED on 11/1/2016 Attest: 11 `�4•1i Y FAYETT1I11.P Wit• `. • 7 C� �•?` i 1 Sondra E. Smith, City Clerk Treasurer Page 1 Printed on 1112116 113 West Mountain Street City of Fayetteville, Arkansas % Fayetteville, AR 72701 (479) 575-8323 Text File f File Number: 2016-0479 Agenda Date: 11/1/2016 Version: 1 Status: Passed In Control: City Council Meeting File Type: Resolution Agenda Number: A. 7 SWEETSER CONSTRUCTION, INC. CHANGE ORDER NO. 1: A RESOLUTION TO APPROVE CHANGE ORDER NO. 1 TO THE CONTRACT WITH SWEETSER CONSTRUCTION, INC. IN THE AMOUNT OF $390,568.20 FOR THE RELOCATION OF APPROXIMATELY 1,100 FEET OF 12 -INCH WATER MAIN ASSOCIATED WITH THE RUPPLE ROAD - PERSIMMON TO CONGRESSIONAL PROJECT BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF FAYETTEVILLE, ARKANSAS: Section 1: That the City Council of the City of Fayetteville, Arkansas hereby approves Change Order No. 1 to the contract with Sweetser Construction, Inc. in the amount of $390,568.20 for the relocation of approximately 1,100 feet of 12 -inch water main associated with the Rupple Road - Persimmon to Congressional Project City of Fayetteville, Arkansas Page 1 Printed on 11/2/2016 Matt Casey Submitted By City of Fayetteville Staff Review Form 2016-0479 Legistar File ID 11/1/2016 City Council Meeting Date - Agenda Item Only N/A for Non -Agenda Item 10/11/2016 Engineering / Development Services Department Submitted Date Division / Department Action Recommendation: Approval of Change Order No.1 for the Rupple Rd. - Persimmon to Congressional Project for the relocation of approximately 1100 feet of 12" water main. 5400.720.5600-5808.00 Account Number 12009.1 Project Number Budgeted Item? Yes Does item have a cost? Yes Budget Adjustment Attached? No Previous Ordinance or Resolution # 74-16 Original Contract Number: Comments: Existing PO# 16-0000388-001 Budget Impact: Water and Sewer Fund Water System Rehabilitation/Replacement Project Title Current Budget $ 3,736,723.21 Funds Obligated Current Balance Item Cost Budget Adjustment Remaining Budget $ 390,568.20 _.i Approval Date: V20140710 CITY OF ae ARKANSAS MEETING OF NOVEMBER 1, 2016 TO: Mayor and City Council CITY COUNCIL AGENDA MEMO THRU: Don Marr, Chief of Staff Jeremy Pate, Development Services Director Chris Brown, City Engineer FROM: Matt Casey, Engineering Design Manager DATE: October 11, 2016 SUBJECT: Approval of Change Order #1 in the amount of $390,568.20 with Sweetser Construction, Inc. for the Rupple Road —Persimmon to Congressional Project. RECOMMENDATION: Staff recommends City Council approval of Change Order #1 in the amount of $390,568.20 with Sweetser Construction, Inc. for the Rupple Road — Persimmon to Congressional Project for the relocation of approximately 1100 linear feet of 12" water main. BACKGROUND: The City of Fayetteville Engineering Division developed the design plans for the construction of this portion of Rupple Road. Rupple Road is shown on the City of Fayetteville Master Street plan as a Principal Arterial Parkway from Martin Luther King Blvd. (Highway 62) north to Howard Nickell Road. The street cross section for this project includes four lanes with a center median, a 12' trail and an 8' sidewalk. On April 5, 2016, the City Council approved a contract with Sweetser Construction, Inc. in the amount of $2,537,900 for the construction of this project. The notice to proceed was issued on June 20, 2016 and construction began shortly after. DISCUSSION: There is an existing 12" water line that runs along the east side of Rupple along this project. The design called for the water line to remain in place with the City Water Department making some minor adjustments where needed. During the excavation for the roadway, it was discovered that the portion of existing 12" water line that runs under the proposed roadway was previously installed at a much shallower depth than expected. With the waterline being too shallow, Sweetser Construction is unable to perform the earthwork necessary for the roadway construction. City staff provided a design for the waterline relocation and Sweetser Construction has provided a cost for this work and is included in this change order. Mailing Address: 113 W. Mountain Street www.fayettevilie-ar.gov Fayetteville, AR 72701 BUDGET/STAFF IMPACT: This change order will be funded by the Water and Sewer Fund. Attachments: Change Order Water line plan sheets aye Z11111C Change Order No, CHANGE ORDER Contract Title Rupple Road - Persimmon to Congressional Date of Issuance To Contractor: Sweelser Construction. Inc ORDINANCEJRESOLU ION: 74-16 The Contract is changed as follows: Effective April 5, 2016 Bid Bid Previous Unit Contract Revised Revised Original Revised Contract Item Item Estimated of Unit Estimated Unit Estimated Estimated Changes No. Description Quantity Measure Price Quantity Price Cost Cost 128 1" Single Meter Setting 0 F.A 50.1)) 4 $800.01) 50.00 53,21X1.111 129 I" Single Meter w/PRV 0 EA $0.00 I $1.100-00 $0.00 51.100,00 130 1S" SDR9 HDPE Sleeve 0 LF $0.00 30 $30.00 $0.00 $900.00 131 3' SDR9 HDPE Sleeve 0 LF $0.00 75 530_(13 50-(X) $2,250.00 132 ' 24" Steel Encasement 0 LF $0.00 10 $250.00 $0,00 $2.500.00 133 1"SDR9 HOPE Service Line I) LF $0.00 150 525-011 $0.00 $3.750.00 134 2" SDR9 HDPE Service Line 0 LF 50.(1) 150 525.00 $0.00 $3,750.00 135 6" PVC C-900 DR -14 Water Main 0 LF 50.00 100 $44.50 $0.00 $4,450.00 136 12PVC C -9tH) DR -14 Water Main 0 LF $0.00 1100 $237.00 50.00 5260.700.00 137 18"x12" Tapping Sleeve & Valve U EA $000 1 $11,637.00 $0.00 511,637.00 138 ]"x12" Tapping Sleeve & Valve 0 EA $a00 I $11,200,013 $0.00 $11,200.00 139 12" Butterfly Valve w/Box 0 EA $0.00 2 $4,71X).00 50.00 $9,400.00 140 Epoxy Ductile Iron Fittings 0 LBS $0.(H) 12(X) $12.00 50.00 _ $14,400.18) 141 Cut, Cap & Brace Es. 12" Water Main 0 EA $0.00 2 51,61X7.013 50.00 $3,21111.0() 142 Remove Ex. Fire Hydrant & Reinstall 0 EA 50,(1) 3 $1,850.00 S0.(H) $5,550.00 143 3 -Way Fire Hydrant Assbly wNalve 0 EA 50,00 2 57,21X).00 50.00 $144100.18) 144 Abandon Ex. Water Valve 0 EA 50.11) 4 $500.00 50.00 $2,000.00 115 T -Patch for Road Crossings - Water 0 EA 50.00 I $2.150.00 $0.00 $2,150.00 146 R&D Privacy Fence and Install New 0 IF Sall) 687 537.60 50,00 $25,831.2() 147 Driveway Patch Concrete - Water 0 EA So.t1) I $18011.00 50.00 $1.800.00 148 Driveway Patch Asphalt -Water (1 EA 50.11) 2 51.450.111 ' SO.r30 $2,9110.00 1 i9 Pothole for Existing Utilities 0 I S S0 00 I 53.5(X) 00 Si 1.0(1 $35(11.011 Summation of Cosl $0.1)0 3390,568.20 Net Cost for this Change Order $390,568.20 Not salid until signed by the Owner The original Contract Price was $ 2.S37,900,00 Net change by previously authorized change orders $ The Conu act Price prior to this Change Order was $ 2,537,900.00 The Contract Price will be [increased][deereucedI by $390„568.20 The new Contract Priceincluding this Change Order will be $ 2,928,468.20 lire Contract Time(s) will be{increasedby'r mn[censuin unchangedl 120 calendar days Required dates of Competion as of the date of this Change Order therefore are: Substantial Completion 18 -Oct -17 Final Completion ..............w.__.._.... __ 17 -Nov -17 NOTE. Tilts summan' does not reflect changes in the Contract Price or Tnne(s1 which hale been authorised by Wort. Change Direcnves nor meurpo®ted in rho rn prcvi n fits r Ih&tr. _ By DATE 1'MET'R SETTING _ - CGI/6[lO E1S FiL$ mx. PARi5 TO INCLUDE j rwarEJB Ml SfA _ I I2 X 1 TAPPING SADDLE _ 2 1 CORE STOP . ! _ MG Ti SDRFHOPEPIEEWITHINSERT5 - r n, DVMOm 4 ROMEETER YOLK - r 5 % 1G_ SET40 PVC BRACE - b 1 SDF9TAIL PIECE WIINGERT J' LONG - /�� .aa• _ - _ - - - - _ 7 2A- CIA X 24' DEEP SDR51 PVC METER TO % - - 9 Z0 CAST IRON FIAT METER LID �� - `-- - ] - Ir� rL� t3'SOP9 SLEEVE IZ'A• _- -- .�:':j . Boo .rY _-- — — -- ��"""/// _ raver u.l W O a ., :I 11.f9 FURNISH AND INGTAIL - E,II >iL�•a roAA{B - _ e ten. - _^_ ~_- _ «-.�. -- — 17•:3 rY J'rA"m (J<1611K rws - - SLEE E nN0 VA6R2 sct I' -fl - .T W Z M1 IIIE[ APLIxY_ trtn - - •_ _ ASSEMBLY SEG DE .{ .v✓x'k�^. wU]1C ° i'.l P^.ny�'✓.fir. va„T ., a,�`'�'�C — — _ PA w� _ LTti .c xr rt��c,a •vr' rd z ' Lr,}`r' � ,,. • . _ _. ...- _ _ - - -{ S�X19gk)5am..tyra^✓ , . ~ I,. .- -. FURNISH AND INBrAll lam L �I W W -pF lz'pE.la,c9oaw IERLI'E FURNISH ANO INSTALL STA ISH I ALL WATER SERVILE CONNECTIONS MUST BE PERFORMED BVA LICENSE^ W 2 W I2 W 12 `� z W Q O J Mf.r WLYCL TEM - ..,. -T2 O O O _ WITH RECTIO -RENO FURNIS TEE INSTALL NOTE IRTi1iIBAG7i14 WITH REACTION 12'%B TCEGATE VALVE pPLUMBER - W BACKING 8 FIRE HYDRANT 2: COORDINATE WITH FAY ETTEVILLE WATER AND SEWER FOR ANY TEMPORARY SHUT DOWN OF �_ ~ ASSEMBLY CENTER FH IN EXISTINGW'ATERLINES FUARNISH AND INSTALL I2'X2' U -1 a yF,pp/FM1.GtiXt5>reSl ye CJ4E GREEN SPnC] TH E WATERLINE SHALL BE IT PVC. C9 DOW A CLASSIFICATIONiy TAPPING SADDLE A 2' BALL VALVE d W p[P�ly[TryITM1 C4P+GTEOEtR5%P1Fi5S A THE WATERLINE SHALL BE INSTALLED AND TESTED IN ACCORDANCE WITH CITY OF FAYETTEVILLES AS ROT 100LF OF2 BERG HOPE d d E lfi w 44P W TRAY IY,M Mq: M 'WATERLINE SPECIFICATIONS M TUBING WI TRACER WIRE A 3' HDEE ,Ye�.'§pp RLAAOOW{jTW1'TgY SPIPE DEFLECTION SHALL BE IN ACCORDANCE WITH THE MANUFACTURER S SPECIFICATION SLEEVE- SEEDETAIL B THE WATERLINE SHALL BE BURIED A MINIMUM OF 3.0 FEET BELOW THE RUFFLE ROAD CURB W ELEVATION OR 3.0 FEET BELOW GROUND SURFACE WHICHEVER RESULTS IN TFIE LOWEST ELEVATION. uj ] AL L DISTURBED AREAS SHALL RECEISEAM NIMUMOF 4' TOPSOIL ANI3 BE SEEDED AND MULCHED i 0. UTILITY LOCATIONS ARE TO BE CONSIDERED APPROXIMATE. THE CONTRACTOR SUALLBE NOTE RESPONSIBLE FOR NOTIFYING ARKANSAS ONE CALL PRIOR TO BEGINNING ANY CONSTRUCTION AND STUN RUFFLE RD Nor SHALL HAVE ALL UTILITIES FIELD LOCATED gfRVIGE.4 RV TAILS IFYtl} rarTFx. GMtW9YlL.AIeCLwa. Dr PAT _ �,p0 - 40FI5N nSs+Kt<RxW+Y4 G iNl,:' . _ _-- SF•tld MPP17Lfn uL171NF 4IYGCG�RRUCTpr f.pp tL"W^l YNti g'=* , _ _ _. I —.� ._�.__. _.,—_ — . SFIE pET4- 071GIRMNt } r ..'. ,• �I, rw,w- aav+r:e:.s;r.=`tiv•u. r ev^oEx,:t w12 W-12 W.I2 W-12 ri ` �'- P Jf'- �w yyCv FURNISH AND INSTALL IOIOLr eI-OF TOOT -TA 0000 WATERLINE ,\ * f,w.. ,2 ' ,y I w�lr PROP. IYW'IL CROSSING E%B'GIL FURNISH ANO INST AIL •i� CAUT DZ WII CROSSING STORM ,'lam') JJJ IO L F OF 24° SMOOTH SEWER IB-MIN SEPARATION WALL STEEL BTA.25.0�1. TREES ARE TO BE flEMOVEO ¢ STA. WA1F-L,yUNEISEWERINE CROSS114G Er:TRE ENCASEMENT MIN. FURNISH AND INSTALL2-iFOR WA TERLIN BE REAATION 1 GO + V ff L^5 LSYLFWL'y [IVaJI s VA T000 is 0.00 0.20 GOAD TOAD O.BO I.00 1.20 ,.40 I.BO I•.BO 2.00 THICKNESS .375 SETTING'WITH PTA AND SHUTOFF a MAKE CONNECTION WITH E%, FUA 1. S Z WATER SERVICE LINE CONNECTION SHALL BE MADE OUTSIDE OF BANK FURNISH AMA INSTALL TEE GATE VALVE SF IRE HYDRANT ASSEMBLY � � PARKING LOT COORDINATE WITH SET FH MIN. 2'BEHIND SAN SEE w FAYETTEVILLE WATER PRIOR TO 4 DETAIL CONSTRUCTION, Z W 1' METER SETTING PARTS TO INCLUDE Aug 16, 2016 To 12-X 1 TAPPING SADDLE 21CORP, STOP . ��I �� ! 3 1 SDR9 HDPE PIPE WRH INSERTS ' ' " - 41'Xt2'METERYOLK ' UR-1 5. WCBRING SG TAIL RT B. 1'BOR9 TAIL PIECE - I METER ],24-DIA %74' DEEP SORT PVC METER BOX SDR51 ■frMAMI eaurle2T1B ��a ti 9'x.awuon Flab 1METER BETTING PARTS TO INCLUDE 12'X I- TAPPING SADDLE 2 1'CORP STOP 3 1' XOR9 HDPE PIPE WITH INSERTS 4 1' % 17 METER YOLK 51X16-SCH40PVC BRACE 6 1-SDRS TAIL PIECE WIINSERT 4 LONG .T,24- DIA X 24' DEEP SDR5I PVC METER BOX.....,.. t, _ B 24-CMST IRON FLAT METER LID .wv..=n. �.s'�"'�^•��+r-. w-�.._ --_ T'AH'{,R$�FIrYu 47 at#ypQy gQft + CpW®tar 1" METER SETTING FOR IRRIGATION RUFFLE ROAD(PERS. TO WED.) STATION 4+95.98 1 12'X I' TAPPING SADDLE 2 1' CORP-STOP SORT ROPE PIPE WITH INSERTS 4. 1" X 12' METER YOLK EIUi. F4+3 WFyERP . I W16 — T,?4'u %SR OEYPSCt44I G4WrC% FWUSFWG[flAT VCTIN TU FURNISH AND INSTALL II DFI'SDR9 SERVIC.2LE SERVICE LINE ///1 -METER SETTING / SET,' BEHIND EX. ROWLT 11111111111 WATER METER RELOCATION SE CORNER EZ MART 1" METER SETTING FOR IRRIGAGTION RUFFLE ROAD (PERS. TO WED.) STATION 16+60 ,'METER INCLUDE PARTS TO INCLUDD E 1-I2 %1'TAPPINGSADDLE 2 1'CORP STOP ].1' SDR9 HERE PIPE WITH INSERTS .'., tl, I- X 12- METER YOLK 5.1 X 1B' SCH40 PVC BRACE 6 1-SDRB. TAIL PIECE WIINSERT 4' LONG 1 24• DIM X 24' DEEP SDR51 PVC METER BOX B 24' CAST IRON FLAT METER LID 145 IG! �Tta*g ,,tr F [4prg6 Pgar TN Rat �.M1fA'a4tlgTµL 'Wdwz pew spm seeHce..lE . I 1" METER RELOCATION RUPPLE ROAD (WED. TO CONGR.) STATION 2+26 $cly 4 t d4�4Pii�inglG 4- (I) —J Ww0 JwU) O-, Z z O F- -V 0 W W O LL (1)O) p Z U- 0<0 2 W (I) UJUJ o_ as 7 r U) W RBcisr PROFESERONAL EN0IHEER UR-2