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Home My WebLink About4.C.5. Award Contract to Chard Tiling & Excavating for the 2013 Upper Valley Drainageway Improvements at 4th Avenue Consent Business 4. C. 5. SHAKOPEE TO: Mayor and City Council Mark McNeill, City Administrator FROM: Jeff Weyandt, Assistant City Engineer DATE: 06/18/2013 SUBJECT: Award Contract to Chard Tiling & Excavating for the 2013 Upper Valley Drainageway Improvements at 4th Avenue (E) Action Sought This agenda item is to award a contract for the 2013 Upper Valley Drainageway Improvements at 4th Avenue. Background On June 5, 2013, the City received three quotes for the 2013 Upper Valley Drainageway Improvements. The low quote was submitted by Chard Tiling & Excavating, Inc. in the amount of $83,232.25. The engineers estimate for this project was $99,000.00. Attached is the final bid tab and the title sheet for the plans. Recommendation Award a contract to Chard Tiling & Excavating Inc. for the 2013 Upper Valley Drainageway Improvements and approve a 5% contingency amount on this project for use by the City Engineer in authorizing change orders or quantity adjustments on this project. Budget Impact This project will be funded by the Surface Water Fund. Relationship to Vision This supports Goal E: Deliver effective and efficient public services by a staff of well- trained, caring, and professional employees. Requested Action Award a contract to Chard Tiling & Excavating for the 2013 Upper Valley Drainageway Improvements at a cost of $83,232.25 and approve a 5% contingency amount in this project for use by the City Engineer in authorizing change orders or quantity adjustments on this project. Attachments: BID TAB TITLE SHEET -PLANS TABULATIONS OF BIDS CITY OF SHAKOPEE 2013 Upper Valley Drainageway Improvements June 5, 2013 - - - - -> NO. 1 - - -> BID ITEM LISTING Chard Tiling Belle Plaine Item No. Item Description Units Estimated UNIT PRICE EXTENDED UNIT PRICE Oiantity TOTAL, 1 MOBILIZATION (5% MAX) 1 L.S. $3,200.00 $3,200.00 $2,500.00 2 REMOVE SEWER PIPE (STORM) (ANY SIZE) 16 L.F. $3.00 $48.00 $19.00 3 REMOVE RIPRAP 610 S.Y. $3.30 $2,013.00 $6.55 4 SALVAGE 15" RCP APRON W/ TRASH GUARD 1 EA. $38.00 $38.00 5100.00 5 SALVAGE CHAIN LINK FENCE & APPURTENANCES 70 LF $3.00 $210.00 $5.00 6 COMMON EXCAVATION (P) 130 C.Y. $8.75 $1,137.50 $5.00 7 ROCK EXCAVATION 10 C.Y. $70.00 $700.00 $50.00 8 COMMON BORROW (CV) 410 C.Y. $4.55 $1,865.50 $10.00 9 TOPSOIL BORROW (CV) 170 C.Y. $13.25 12,252.50 $14.70 10 MODULAR BLOCK RETAINING WALL SPECIAL 1445 S.F. $36.55 $52,814.75 $36.00 11 INSTALL SALVAGED 15" RCP APRON W/ TRASH GUARI 1 EA. $125.00 $125.00 $100.00 12 15" RC PIPE SEWER DESIGN 3006 CLASS V 26 L.F. $38.00 $988.00 $45.00 13 CONSTRUCT DRAINAGE STRUCTURE DESIGN 48 -4020 1 EA. $2,155.00 $2,155.00 $2,500.00 14 F &I 48" MANHOLE BARREL SECTION 4 L.F. $175.00 $700.00 $280.00 15 ADJUST CASTING 2 EA. $180.00 $360.00 $300.00 16 CONNECT EXISTING STORM SEWER 1 EA. $275.00 $275.00 $800.00 17 RANDOM RIPRAP CL IV - FIELDSTONE 30 C.Y. $62.00 $1,860.00 $130.00 18 WIRE FENCE DESIGN 48 -9322V 110 L.F. $20.00 $2,200.00 $28.00 19 INSTALL SALVAGED CHAIN LINK FENCE 70 L.F. $8.00 $560.00 $10.00 20 TRAFFIC CONTROL 1 L.S. $250.00 $250.00 $500 00 21 SITE STORMWATER MANAGEMENT/ EROSION CONTR( 1 L.S. $300.00 $300.00 $300.00 22 SEEDING 0.3 AC. $4,000.00 $1,200.00 $200.00 23 EROSION CONTROL BLANKET - CATEGORY 3 1200 S.Y. $1.15 $1,380.00 $2.50 24 TURF REINFORCEMENT MAT - ENKAMAT 7020 330 S.Y. $16.00 $5,280.00 $6.00 25 PROFILE FLEXTERRA FLEXIBLE GROWTH MEDIUM 330 S.Y. $4.00 $1,320.00 $8.00 TOTAL BID $83,232.25 TABULATIONS OF BIDS CITY OF SHAKOPEE 2013 Upper Valley Drainageway Improvements June 5, 2013 NO. 2 --- - - ---> NO. 3 BID ITEM LISTING Final Grade Krueger Jordan Prior Lake Item No. Item Description Units Estimated EXTENDED TOTAL UNIT PRICE EXTENDED Ouantitv TOTAL, 1 MOBILIZATION (5% MAX) 1 L.S. $2,500.00 $500.00 $500.00 2 REMOVE SEWER PIPE (STORM) (ANY SIZE) 16 L.F. $304.00 $25.00 $400.00 3 REMOVE RIPRAP 610 S.Y. $3,995.50 $6.00 $3,660.00 4 SALVAGE 15" RCP APRON W/ TRASH GUARD 1 EA. $100.00 $250.00 $250.00 5 SALVAGE CHAIN LINK FENCE & APPURTENANCES 70 LF $350.00 $7.00 $490.00 6 COMMON EXCAVATION (P) 130 C.Y. $650.00 $15.00 $1,950.00 7 ROCK EXCAVATION 10 C.Y. $500.00 $20.00 $200.00 8 COMMON BORROW (CV) 410 C.Y. $4,100.00 $15.00 $6,150.00 9 TOPSOIL BORROW (CV) 170 C.Y. $2,499.00 $25.00 $4,250.00 10 MODULAR BLOCK RETAINING WALL SPECIAL 1445 S.F. $52,020.00 $38.00 $54,910.00 11 INSTALL SALVAGED 15" RCP APRON W/ TRASH GUARI 1 EA. $100.00 $350.00 $350.00 12 15" RC PIPE SEWER DESIGN 3006 CLASS V 26 L.F. $1,170.00 $48.00 $1,248.00 13 CONSTRUCT DRAINAGE STRUCTURE DESIGN 48 -4020 1 EA. $2,500.00 $3,875.00 $3,875.00 14 F &I 48" MANHOLE BARREL SECTION 4 L.F. $1,120.00 $400.00 $1,600.00 15 ADJUST CASTING 2 EA. $600.00 $250.00 $500.00 16 CONNECT EXISTING STORM SEWER 1 EA. $800.00 $250.00 $250.00 17 RANDOM RIPRAP CL IV - FIELDSTONE 30 C.Y. $3,900.00 $80.00 $2,400.00 18 WIRE FENCE DESIGN 48 - 9322V 110 L.F. $3,080.00 $45.00 $4,950.00 19 INSTALL SALVAGED CHAIN LINK FENCE 70 L.F. $700.00 $8.00 $560.00 20 TRAFFIC CONTROL 1 L.S. $500.00 $800.00 $800.00 21 SITE STORMWATER MANAGEMENT/ EROSION CONTR( 1 L.S. $300.00 $500.00 $500.00 22 SEEDING 0.3 AC. $60.00 $2,000.00 $600.00 23 EROSION CONTROL BLANKET - CATEGORY 3 1200 S.Y. $3,000.00 $1.75 $2,100.00 24 TURF REINFORCEMENT MAT - ENKAMAT 7020 330 S.Y. $1,980.00 $14.00 $4,620.00 25 PROFILE FLEXTERRA FLEXIBLE GROWTH MEDIUM 330 S.Y. $2,640.00 $8.00 $2,640.00 TOTAL BID $89,468.50 $99,753.00 LEGEND EXISTING SANITARY S 2013 UPPER VALLEY DRAINAGEWAY IMPROVEMENTS GOVERNING SPECIFICATIONS —. - -- F.x,STiNG S SLYER 2013 -- " - -- EXISTING WATERMAIN ME PROJECT SPECIFICATIONS. YE 2005 EI S EDON OF THE MINNESOTA OEPARiVEM Of ----- RIGHT-6-VAY SHAK MN TRANSPORTATION STANDARD SPECIFICATIONS FOR CONSTRUCTION AM THE LATEST - - - -- CENTERLINE 7 EMIION OF THE CONE 5TANOARG MAY SPCCWICAPONS. v .. EXISTING RETAINING WAR: INC LuDINO THE FFE110 MANUAL FOR TEM CPRAM TRAF40 CONTROL ZONE LAYOUTS. AIL —P— P4OPO503 SANITARY SEWER TRAFFIC CONTROL DEVICES SHALL HALE RETROREFIECINE STEETNC. .....1.-- PROPOSED STERN SEVER —I� PROPOSED V010000IN PROPOSED SAW CUT LINE — UNDERGROUND ELECTRIC LINE - -. UNOERGROLNC TELEPNPE LINE -- __.. ___...__. .. ..._. INDEX UNOER'R4U1D FIBER C4TIE LINE - _ - C — ; - URDERGR01 0 GAS LINE _ `-1 OFSCRIPTB)N 0HFFT NO, • • —C— PREMISED CONDu 1 _, 1 TOLE SHEET .,.�: �' DETAILS E . ",: • ( CONCRETE SERFAGE �-J P ROPOSED IMPROVEMENTS MOVALS SOMME BITLININEE:S SURFACE .---- — ' —J �— -- 4 �.'I GRAVEL SURFACE - - A` ,--- 1" - ' : - ' PLAN CONTAINS 4 SHEETS EXISTING N `0 EXISTING HYDRANT N' 1 —�� ,CAVANAUGHI •� , �,'y • E%:snkc VALVE NANHUE v � DR F 1 q OUSTING VALVE E%ST,NG SANITARY SEWER NANAIE ' . PROJECT y ' , NO yy EXISTING STCRH. SEVER NAWIOLE A * . � " �� \ LOCATION ? - , . - EXISTING CATCH BASIN LA1 B T - : ) N I UTILITr POLE Y �'aJ .-------7.7.77:----- 7 Z -.J Cr CC SIG N / POLE �- - -- r-"J I j_ 04 Q. . DECIDUOUS TREE TEL. ' N; ' At CONIFEROUS TREE ? la I I 4TH AVE Z. ,D TELEPHONE BOX -"' I N IN ALL APP0CABLE FEDERAL, STATE AND LOCAL LAWS AN0 ORCENANCES RILL BE COMAL:ED 33 ELECTRIC BO% J I..: . 1 J . Ir iH 111 00518 LTpI of WS PROJECT. GUY WIRE l Q E I '; T) _ WR I THE SUUTILITY INFORMATION UTILITY LEVEL N IN PLAN eS OEM EL D. THIS . �• :T/1 ': OWIITr LEVEL WAS DETERMINED ACCORDING 0 T 11 O THE CuIDEUNES OF CVASCE 38 4 PROPOSED HYDRANT 'a SOIL BORING LOCATION ' 1 '. \ - ]] `� ENTERED - STANDARD DADE.. FOR THE COLLECTION ANC OEPcnoN OF E% NT ISTNO `' / .�.��. I _ D_ - I -- SUBSURFACE Allr DATA.' �� jd PROPOSED VALVE . '. I,r . \ \ . REE�L4YAY PINWO005�12..._'.,, • PROPOSED RANKLE \ �cQp I a 1 : I �' e s PFIFOSYO CATCH BASIN `�•�' i 0 \ P . ... Ay , ' .D TIMOTHY REIU AND PSPCS 14 141 )4G Sj' 1 : = O i_ �' f Y1 CT 0 41'NLS YRIVEWAY AS DIREC •-- Z .. - -- _._ EA. AVE] REHOVE AND DISPOSE E%IST,FG n - o 1 OM [O�LRETE DRIVEVAY /YARN AS OIRECfED L,. CIS C Fqc ` - _ > \``�4 �(/J� :AI NY OIRECT�SIPERVISION THATIFYµ20 03 LICENSED PROFESSIONAL ENG 08 0 DER • - rf --rs- RENENE R 715905E Smarmy SEWER - _ A �` AR p Fi , 1 •\ ` ` � L r '/,4 , • LNOER TIE LAYS 1 TIE STATE or F A M • IL. -r►-r� a-uo1E 24 dSPOSE sTDRU SAWER �� (/�/ V � / 1 (,T�F P . / :' : M . ✓ "� .Y 7 - r, --rlr- 8111014 k DISPOSE NATENMAN ~; ,T r �/ r v' ' D110 OR SALVAGE k 4E.H5'AL_ r--� C7 , 1 i ''. ., SS SPRINKLER SYSTEM i OF RDTECT OR SAL AGE a RCNsTALL W' Z11 \' R \. ` r XfFREY J. VEYaNDT • LIME CAs C FENLE 5Y5•EM y Q REPLACE LASr,N `rl djiR , � "/1 __ ' !1 ;:L '--_ DATE aJ / L[L . 1.9. Ytz�Eri O SALVAGE k RUNS 10050 Pmi; CITY OF SH , MN 129 SOUTH HOLMES ST SHAKOPEE, MN MN 55 55379 (952) 233 -9300 phone _ (952) 233 -3801 fax THE LOCATIONS OF EXISTING UNDERGROUND UTIUTIES THAT ARE SHOWN, ARE SHOWN IN I R Y.* " AN APPROXIMATE WAY ONLY. IT IS NOT GUARANTEED THAT ANY OR ALL EXISTING PLAN REVISIRS , ' ' - =.L. >= UTILITIES ARE SHOWN. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF DATE I SHEET NO APPROVED BY .gp,.T?iNr /7, tr /2:7y ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. NOTIFY GOPHER STATE ONE -CALL 1 I -600- 252 -1166 OR 651 - 454 -0002 SHEET N0. 1 OF 4 SHEETS