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08/21/2012 04E Fruitvale Canal and Industrial Waste Improvements; Final Contract Payment; Hurst Construction, LLC h 4 BUSINESS OF THE CITY COUNCIL YAKIMA, WASHINGTON AGENDA STATEMENT Item No. 2-1E, For Meeting of: August 21, 2012 ITEM TITLE: Final Contract Payment for Hurst Construction, LLC - Fruitvale Canal and Industrial Waste Improvements (Standard Motion V -B- Accept the project and approve the final payment) SUBMITTED BY: Dave Brown - Water /Irrigation Manager CONTACT PERSON /TELEPHONE: Mike Shane - Water /Irrigation Engineer - (509)- 576 -6480 SUMMARY EXPLANATION: The project consisted of installation of 4,425 linear feet of new 30" HDPE irrgation pipe in the existing Fruitvale Canal, which extends from North 6th Avenue and Willow Street, east to North 7th Street and East H Street. The industrial waste line improvements included installation of 6,716 linear feet of new 6" and 4" PVC force main along a majority of the same alignment as the new canal pipe, as well as a new Resolution Ordinance Other (specify) Contract: Mail to: Contract Term: Amount: Expiration Date: Insurance Required? No Funding Source: Phone: APPROVED FOR SUBMITTAL: , City Manager STAFF RECOMMENDATION: BOARD /COMMISSION RECOMMENDATION: ATTACHMENTS: Click to download No Attachments Available -- ----- —'— —' — . y of Yakima FnunmwLECAw*L AND INDUSTRIAL WASTE IMPROVENIENTS 2nO1Fmitvmle-Blvd. Yakima, vw\ooyo2 HLA Project No. 08030C City Project Nos.: |R2D10 and VVVV2327 TO: Hurst Construction, LLC Progress Estimate No 8 AND FINAL P 0. Box 990 Wenatchee, 98807-0990 Date: June 14, _ , d 1 Mobilization LS 1 $72.000.00 0% 10096 $72,000 00 100Y6 2 Project Temporary Traffic Control LS 1 $3.875.00 0% 100v6 $3.875.00 100% 3 Cearing and Grubbing LS 1 $17.000o0 0% 100v6 $17,000 00 100y6 4 Removal of Structures and Obstructions LS 1 $36.800.00 0Y6 100% $36,600 00 100% 5 Shoring or Extra Exoavation LS 1 *1.00 0v6 100% $1 00 10096 30-Inch Irrigation nc Fittings, LF 4.175 $88.00 0 4.173 $367,224 00 100vo in Place O'|nox Industrial vveste roomMamand 7 rxmngs.inPlace LF 3 $11.00 O 3,189 $35,079 00. 100m wnvh Industrial Vvaste Force 8 ' LF 3,200 $9 00 0 3.189 $28,701 00 100Y6 Fittings, in Place 9 32-Inch Steel Casing Pipe LF 246 $176 00 0 246 $43,296 (xi lno% 10 1n-mco Steel Casing Pipe LF 166 $48.00 0 169 *8.11200 102% 11 8-Inch Steel Casing Pipe LF 166 $45.00 0 169 $7.605.00. 102% 12 8npone3o-Inch*DpEPipe LF 246 s84.00 0 252 s21,168.00 102% 13 a��mo�n�|���|��.��M� LF 166 $30 00 0 169 $5,070 00 102% and Fittings 14 3opiinwwncn|ndu�ma|wa�a.FooeMain LF 186 $26 00 0 16* $4,394 8o 1029a and Fittings 15 Irrigation Access Port Assembly EA 8 $7.500.00 O 7 $52,500 00 88% 16 Irrigation oi"e,sipnaonemmy LS 1 $72,800 00 0Y6 10096 $72,800 00 100m 17 s'|nd`Force.Main-C|oanputAssembly EA 3 $3,950 00 0 3 $11.850.00 100% 18 4-Inch Force Main o|oanoutAssembly EA 4 $3,650 00 O 4 $14.600.00 100% 19 lndustrial Waste Drop Manhole LS 1 $3.900.00 0p6 100% $3,900 00 100% 20 Drainage Swale LF 1.640 • $22.00 0 1.62* $35,728 00 99% 1z'|nch Diameter Storm Drain pioem 21 ' LF 445 $muoo 0 451 $14.432.00 101m p1om, 22 Catch Basin Type 2 EA 11 $1.950.00 U 10 $19,500 00 91% 23 Beam Guardrail Type m LF 50 $32.00 O 50 $1,600 00 100% 24 Beam GuardraflAnchorType 10 EA 2 $1,300 00 0 2 $2,600 00 100% 25 Bridge End Closure Wall EA r , $3,400 00 0 7 $23,800 00 100% 26 Headwall LS 1- $8.820o0 0Y6 108% $8,820 00 100% 27 Gravel Borrow mci. Haul TON 1.000 $21 00 8.00 1.28488 $26.982.06 128% 28 Cold Mix Asphalt SY 800 $17 00 O O $0.00 0% 29 HwmTrench`Rnpair 8Y 600 $32o0 0 1.056 . $33,792.00 176% . 30 Gravel Surfacing Repair SY 3.800 $4.00 0 800 $3,200 00 22% 31 Cement Concrete Curb and Gutter LF -40 $46.00 O 80 $3,680 00 200% ' SY 110 $63.00 0 0 $0 00 0% ' "=����� Genet . Hurst Const■PROGRESS ESTIMATES,PROG EST NO^ AND =2012-05 PROG EST NO== s 8 7 1thin .0_,V,4e ;: .: :'.:9, 90ta 6tii;: '.4 i.: 33 Concrete Slab, 6-Inch Thick SY 20 $72.00 0 32 $2,304 00 160% 34 Crushed Surfacing Base Course TON 190 $28.00 0 00 45.21 $1,265 88 24% 35 Select Backfill, as Directed CY 1,250 $25 00 0 1,041 $26,025.00 83% 36 Minor Change FA 1 $15,000 00 0 00 30,927.22 $30,927.22 206.2% SCHEDULE A SUBTOTAL $1,040,431 16 0i4E0..0ECi*. 0,0 . . 37 Mobilization LS 1 $4,000 00 0% 100% $4,000 00 100% 38 Project Temporary Traffic Control LS 1 $1,070 00 0% 100% $1,070 00 100% 39 Shoring or Extra Excavation LF 650 $2.00 0 596 $1,192.00 92% 40 10-Inch PVC Industrial Waste Pipe LF 310 $50.50 0 309 $15;604 50 100% 41 8-Inch PVC Industrial Waste Pipe LF 340 $43.50 0 287 $12,484 50 84% 42 Manhole 48-Inch Diameter, Type 1 EA 3 $2.660.00 0 3 $7,980 00 100% 43 HMA Parking Area LS 1 $10,860 00 0% 100% $10,860 00 100% 44 Gravel Surfacing Repair SY 830 $340 0 1,009 $3,430 60 122% 45 Concrete Panel SY 45 $97 00 0 16 $1.,552.00 36% 46 Select Backfill, as Directed CY 35 $27 00 0 26 $702.00 74% 47 Minor Change FA 1 $5,000 00 0.00 434 78 $434 78 8 7% SCHEDULE B SUBTOTAL $59,310 38 .,.0,441*100fA:07.4 :',":::'5 48 MobilizatiOn LS 1 $2,950.00 0% 100% $2,950 00 100% • 49 Project Temporary Traffic Control LS 1 $1 00 0% 100% $1 00 100% 50 Clearing and Grubbing LS 1 $1 00 0% 100% 51 00 100% 24-Inch Ductile Iron Irrigation Main and 51 LF 485 $153 00 0 476 572,828.00 98% Fittings, in Place 52 Headwall LS 1 $3,600 00 0% 100% $3,600 00 100% 53 Minor Change FA 1 $5,000 00 0 00 855 89 5855 89 17% • SCHEDULE C SUBTOTAL $80,235 89 50:jEDli(05=to:i. 54 Mobilization LS 1 $5 800 00 0% 100% $5,800 00 100% 55 Project Temporary Traffic Control LS 1 51 00 0% 100% $1 00 100% 56_ Clearing and Grubbing LS 1 51,850 00 0% 100% $1,850 00 100% 57 Removal of Structures and Obstructions LS 1 $6,700 00 0% 100% $6,700 00 100% 58 Shoring or Extra Excavation LS 1 $1,150 00 0% 100% 51,150 00 100% 59 Bypass Assembly (Installation Only) EA 2 $8 600.00 0 2 517,200.00 100% 60 Cement Concrete Main Line Armoring LF 150 $90 00 0 150 $13,500 00 100% 61 Removal and Placement of Quarry Rock CY 180 515.00 0 180 52,700 00 100% 62 Minor Change FA 1 '55,000.00 0 00 7,064.59 57,064.59 141% SCHEDULE D SUBTOTAL $55,965 59 614 Aidt 6 iiOkkiio: , : 4, 4 6 4004fliV - 100 1 )#1414(#00iii.t *§AyItt - 04pg4:' , W , :i.":-:C;!;': . -'' %'Ui.:,:si:'=„ ;-;' "I 1-1 8-Inch PVC Industrial Waste Pipe LF -40 $15.00 REFLECTED IN BID ITEM 41 0% SCHEDULE B - CHANGE ORDER NiO 1 SUBTOTAL 50 00 3 tPPOJSCTS1ZO0EI108030C FA Ftintvam GanaI - Hurst Const8'f103RESS ESTINIATESTROG 021 NO 8 AND FINAL02011 PROG EST 808000 FINAL As ' 2 .. , ,_..� ... . .:...... .... .:. .k. ,a...�._., -..... _.........�... ,., ,...........,., Gontrac't ..';a "i !�il. it:� i,EEstiinate:�:" - uantl .:Con � ,, �t�'� - . . _... - _ - _.�,:_ ,. �..> . _,� ...�., :; �,._v :.. =�, �. .::�': . ... .�A..o Wi..T.. , ... I , -. ,... .. ., , �. .- ,.. : n u...:. n ., ,. M . u. .:':' -' S'+�,afv�'�' ,..y �.•�y ..._�: a,.,,r._..,. :_n :�-J r... {....,, k. ,. ,v:, -i ., •r `', �: u:_1tii M = o�.. .Descr bin: - : , ::rtes .:�:,- ,�r- . U fit.. cant � ice , " ua 'ti -D... ,- ,,.... r.. _,,...,� p �.�� ..,. ",:, , ., :��, ��� ,,,r _z'�Q �:i�to 8{� _ X.J1mou_'nf . �Quantt CHEINGE„fl.RUER NO..,.• Y� SCHEDI £1LE:A..FR�11�'NNO�LErtCANAL AND_ INDW53�J�IAL-- WAS7:E +F- .,ORCEN1A1 ,,._ - _ :. 2 -1 D.I D Vault Connection Assembly FA EST $18,000.00 0 11,036.20 $11,036.20 61% 30 -Inch HOPE Irrigation Main and Fittings, 6 in Place LF 2b $88.00 0 22 $1,936 00 110% 15 Irrigation Access Port Assembly EA -1 $7,500 00 REFLECTED IN 8115 0% SCHEDULE A - CHANGE ORDER NO 2 SUBTOTAL $12,972.20 SUBTOTAL, WORK TO DATE $1,248,915.22 PLUS MATERIALS ON HAND $0 00 SUBTOTAL AMOUNTS $1,248,915.22 8.2% STATE SALES TAX $102,411 05 TOTAL $1,351,326.27 LESS TOTAL RETAINAGE $62,445 76 LESS AMOUNTS PREVIOUSLY PAID $1,288,880 51 AMOUNT NOW DUE $0 00 Progress Estimate No 1 $ 198,644 43 Progress Estimate No 2 $ 518.530.24 Progress Estimate No 3 $ 269,113.22 Progress Estimate No 4 $ 224.089.24 REVISED Progress Estimate No 5 $ 15,193.26 v q „ , Progress Estimate No 6 $ 53,370 98 Progress Estimate No 7 $ 9,939 14 Progress Estimate No. 8 AND FINAL $ 0 00 I hereby certify that the foregoing is a true and correct statement of the work performed under this Contract. , . C -- Gen4VV Soules, PE ACCEPTED I hereby accept the Final Progress Estimate and Final Contract Voucher Certification, in accordance with Section 1 -09 9 of the WSDOT Standard Specifications _ _ S _ _ ESSE NU 2ST iOLY !O. 21D12 • st C•ns ruction C Date G, PROJEDTS\20081080300 TA Fnntveie Canal Hurst Const3PROGRESS ESTIMATES■PROG EST NO 8 AND F WAL0012 -05 P800 EST NO 8 AND FINA(. /ns 3