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HomeMy WebLinkAboutScout Lake Construction, Inc. - Beech Street Interceptor, Lift Station, Force MainCONTRACT THIS AGREEMENT, made and entered into in triplicate, this Zlp day of rn0-._ , 2017, by and between the City of Yakima, hereinafter called the Owner, and Seook- Lake (r nht{,rue.{-i oY) Y10_, a Washington Corporation, hereinafter called the Contractor. WITNESSETH: That in consideration of the terms and conditions contained herein and attached and made a part of this agreement, the parties hereto covenant and agree as follows: I. The Contractor shall do all work and furnish all tools, materials, labor and equipment for THE BID AMOUNT OF: $ l�-I15—ta"for Beech Street Interceptor, Lift Station, and Force Main, City Project No. 2365, all in accordance with, and as described in the attached plans and specifications and the 2014 Standard Specifications for Road, Bridge, and Municipal Construction which are by this reference incorporated herein and made a part hereof, and shall perform any alterations in or additions to the work provided under this contract and every part thereof. Work shall start within ten (10) days after the Notice to Proceed and shall be completed in One Hundred (100) calendar days for Schedule A and Four hundred (400) calendar days for Schedule B. If work has not commenced within the ten (10) days after the Notice to Proceed, the first chargeable working day shall be the eleventh (11th) working day after the date on which the City issues the Notice to Proceed. If said work is not completed within the time specified, the Contractor agrees to pay to the Owner the sum specified in the Standard Specifications for each and every day said work remains uncompleted after expiration of the specified time, as liquidated damages. The Contractors shall provide and bear the expense of all equipment; work and labor of any sort whatsoever that may be required for the transfer of materials and for constructing and completing the work provided for in this contract and every part thereof, except such as are mentioned in the specifications to be furnished by the City of Yakima. II. The City of Yakima hereby promises and agrees with the Contractor to employ, and does employ the Contractor to provide the materials and to do and cause to be done the above described work and to complete and finish the same according to the attached plans and specifications and the terms and conditions herein contained and hereby contracts to pay for the same according to the attached specifications and the schedule of unit or itemized prices hereto attached, at the time and in the manner and upon the conditions provided for in this contract. III. INDEMNIFICATION. The Contractor shall defend, indemnify, and hold harmless the City, its officers, elected officials, employees and agents from and against any and all claims, causes of action, damages, losses, and expenses of any kind or nature whatsoever, including but not limited to, attorney's fees and court costs, arising out of, relating to, or resulting from The Contractor's performance or non-performance of the services, duties and obligations required of it under this Agreement. IV. The Contractor for himself, and for his heirs, executors, administrators, successors, and assigns, does hereby agree to the full performance of all the covenants herein contained upon the part of the Contractor. V. It is further provided that no liability shall attach to the City of Yakima by reason of entering into this contract, except as expressly provided herein. IN WITNESS WHEREOF the parties hereto have caused this agreement to be executed the day and year first herein above written. Countersigned: CITY OF YAKIMA CONTRACTOR "�� this (4 day ofJ t,(6'j-e i 2017. SCO ,, l� CO 4 Ul 14 a _ tLCorporation By: City Jerk \\`1I •• 1 t � 0It NVi 1' ss: CITY CONTRACT NO: i RESOLUTION NO: ---1174 s t+\N 1 Ilekvm (Print Name 0vs\ur ,tea (President, Owner, etc.) f &OD Z \Bothell\Data\YAK\715-114\Phase 2 - Beech Street Lift Station and Force Main \ Specs \Nun-techtncals\Beech Street Non Technicals.doce © 2016 RH2 Engineering, Inc.. 3/3O/171:51 PM Contract Perms Project: (Name) (Address) To: (Contractor) City of Yakima Beech Street Interceptor, Lift Station, and Force Main Schedule A I—Scout Lake Construction PO Box 1050 Selah, WA. 98942 L_ 1 Change Order Change Order Number 1 Change Order Date August 28, 2017 Contract Number 2365 Contract Date May 9, 2017 You are directed to make the following changes in this Contract: • Due to the trench width expanding beyond reasonable limits for asphalt restoration pay items A.21 and A.22, the City directs Scout Lake to remove all existing .asphalt and cut to subgrade from the west side of the intersection of Fair and •Beech to the entrance of the Washington Middle School parking lot. Scout Lake will construct a new residential roadway per city standard R4 for the full width of Beech Street in this area, 4" of CSBC, 2" of.CSTC, and1.2" of Asphalt.. • All utilities will be raised to grade percity standard S3 • • Lump Sum.price will include all labor, equipment and.material for work.to be done and all disposal of ex- cess material Total this change order Lump Sum of $68,644.71 Add 10 calendardays to project See attached for price breakdown This is fo be considered as much a part of the contract documents as if it was included in the original contract. Not valid until -signed by both the Approving Authority and,Contractor. Signature of:the Contractor indicated agreement herewith; including' any adjustment on the Contract Sum or Contract Time. The original Contract.Sum was Net change by previous Change Orders The Contract Sum prior to this Change Order The Contract,Sum will be: g Increased 0 The New Contract Sum including this Change The Contract Time will be: 0 Increased The New Contract T.ime.will be . 110 • Decreased 0 Unchanged by, this Change Order Order will be 0 Decreased 0 Unchanged by 10 $ $ 1,041,578.63 0.00 $ 1041,578.63 $' 68,644.71 $ 1,110,223.34 days \. wet -days Contractorp.e By Appr • . I Reco - . er /Construction App s - ► - . m ded By . \.I Pub. Works Dir. By E I, .. Supervisor Title V /CZ Pte /d%K4 Date CJ , - • 1 % Date • IC 3 f By '— Chief Engineer Appro City Manager Date 0-30-11 Date $— --S1' t Date " ( t , n Based on DOT Form 570-001 EF Revised 9/99 Original to: 0 Contractor Copies to: 0 Region 0 Construction Administrator 0 OSC Accounting 0 City Engineering ( if, of 1 akima (gent). Contrast Aa. ( han a Order Hermes( - Re -Grade lection 11 es, of 1 air Trent and Decer'rption ♦..uur 1 1. kt (omlrucuun ( hangs Order [Date Ib -Aug -17 Prrme C onlraclnr .Sallconlraclar 1 411'I t f1 ( 1 t 1 1NSII 11 ' 111 ('44I 111N 14411((Rkl14 Ill 1l 21 N \t.l , • R\1144 11 I 1\\I44 7.500'. I A I SI 4551111 Nclehlc,l _ Rut. 1111 \I \1 ,1(.1-44 40 (0444' ('Ito. ko 56 \ 1:11/o ot, S3- 54 IA am Iruck S :.' 1 455 4442 11 44 _.4400 10 1 2 104 40 l I l adl', 4 )p 40 51 o0 \ 4 41, 1 451 \65 0i S 2,1'0I1 .\- Nalcl Irut k Up 411 44 -1441 40.51 N 404 1455 14, '1N S I dt2114 \ 116446 Rollo l 1p RI 44 ,-57 00 55 21 S 25,483.36 44 1 14 1 t455 Sol 14 S 2,452 21 1161 )p ti S`4 (10 N S 4 411 1 Wi5 440511' 44 W'S '4. 1)1 Ihlcct oh 44uhlotal Markup 21'n 1014I M&TI:HI41. 4440544 1 1,171.` S 104 i W5S S4"n 44 3,0105 Itt S N Subtotal Markup '1"" 101 11. 141 !PAH. \ 1 \ I4.''4 4. ' lig' to S 18,421.62 N N 44 440!0,044! \lalkup _W 101.\1 1 114014 S 17,067.36 A 44 11,21((il I-'11'11' N((, I OI111'4411 NI mi nil 1 (,\1'111!1 Ill 1l 21 It 111 \\l( 11 '441 (,1 ado 100 40 \ 44 65 \ 1:11/o ot, IA am Iruck 1'44411) 411 1 5-61 1 2 104 40 Rolle) 40 S it '44 S :. '(I :0 Dump I ruck or, 44 -1441 S 1,X)'('(44 111, 1-,,I\ \ 116446 \ 2.2(12 44 luhlolal 4lalkup ITh. REMARKS: 101 11. til R 44 ,-57 00 44 2 -10.+6 S 25,483.36 N N \ 44uhlotal Markup 21'n 1014I M&TI:HI41. 44 6,140. NO 1 1,171.` S 7,672.37 N N Subtotal Markup '1"" 101 11. 141 !PAH. \ 1 \ I4.''4 4. ' lig' to S 18,421.62 IS N(1 41.4411-R1 \I (111 I'NI I 11,11 PRR 1 \441(11 NI 1610 \11164, 100 I 1 44 2 5544 00 S 2,5.0.114' Dump Icc. 1'44411) ( 1 44 -140 44 1,i4111111 luhlolal 4lalkup ITh. REMARKS: 101 11. til R 44 ,-57 00 44 2 -10.+6 S 25,483.36 44uhlotal Markup 21'n 1014I M&TI:HI41. 44 6,140. NO 1 1,171.` S 7,672.37 INS N 4 1'1131 0611R\( i(1R 011' t till 1'NI I PRI('1 44 441(11 NI 1610 \11164, 100 I 1 44 2 5544 00 S 2,5.0.114' (,rands 22-00 IN N N'1 440 S -241.:01 40 luhlolal 4lalkup ITh. REMARKS: 101 11. til R 44 ,-57 00 44 2 -10.+6 S 25,483.36 A R111t 111(46,1/flit Al /1(k11 PRO141 1 IMP 1( 1 dao 10111 SS(1RK $ 6$,44.71 111,0:0101 (,rt1lrtcud. I(cl iesenlalnr 1141'. B C D 1+R-( 11' 1 V ifeh o Ar\ Av g. OFF - A ASPNnt_T oFF (St.?) (Syv') o.33) = 508 c.F /1.7 - 215— L15 LY //(S c'1/`D) 93 Le=ss 'cRcT'*4W, c�tDtlrl 43 I -cot -yrs - q 4.0 Pe" C T%44 c tk i 3y x-0'5 v+R e \4. hot_ oFF (3z' (55b'') (o-il.) = Z,49 2- Cr \v 0 3S) CJ lj TN AlttP //7 14 9 G`( 1. V5) ) t.?S Tr.,?„ e OS .\R /17.1P tO WRS (2.0-tOJAt- OF Asp. "LT A NTt1/< 3"1 tqus t. to t+Rs a 414 rtRs /j ilLott4s = 45 V‘.S Sv6C,tcNoc / Pts -FP : d (CGCK KrT Tr -1 A L ( " tS&/�. CS�tC (3z:((SSW) (0-5') 57-4. c -Y 7-) Rock< w ZX -7 (.5-7, Q_ 15 1 /Tit tP 2 y`t+ -114 P'5 Q o.S wi.5 /TtP 2 22 `AR.5 • tow. N1-ACLF1-1k!T /uta()RA De Fret? L DAMS s . DA`e5. a o Cac I-4 11RS . _Sue, C.o./TVA T ads •ASPWALT ( ') (53t ) (0-17') ' Z, gait cF �SURJ t, °14 2 CF (15"2-) = `15'i T `b `! {'Js Z. 2 Z7 T•J �.S_ r3•0 e.Ta.J I BID SUMMARY BEECH STREET INTERCEPTOR, LIFT STATION, AND FORCE MAIN YAKIMA WASTEWATER DEPARTMENT CITY PROJECT NO. 2365 ENGINEERS' ESTIMATE SCOUT LAKE CONSTRUCTION INC. SELAH, WA ROTSCHY INC. VANCOUVER, WA TTC CONSTRUCTION, INC. YAKIMA, WA POW CONTRACTING, INC. PASCO, WA CONTINUED ON PAGE 2 ITEM BID SECURITY Na ITEM QTY INT IVT PRICE AMOUNT _ UGIT PRICE AMJLNT UNIT PRICE w ANDiNT WIT PRICE AMOUNT UGIT PRICE , ANIOINT Al Mobilization. Demobilization, Site Preparation, and Cleanup , 1 LS $ 80,000.00 $ 80,000 00 $ 95.000.00 $ 95.000.00 $ 49000.00 $ 49,000,00 $ 74 200.00 $ 74200.00 A2 Construction Survey 1 LS $ 10.000.00 $ 10.000.00 $ 16 200.00 $ 16,200 0012! $ 25,500.00 $ 25,500.00 $ 20,000.00 $ 20000.00_ A3 Traffic Control 1 LS $ 36,000.00 $ 36,000.00 $ 23,600.00 $ 23,600.00 $ 75,000.00 $ 75000.00 $ 57,000.00 $ 57,000.00 A4 Temporary Sediment and Erosion Control 1 LS $ 12.000.00 $ 12,000.00 $ 55,000 00 $ 55,000 00 $ 9.000.00 $ 9,000.00 $ 7,500.00 $ 7.500.00 A5 Shoring and Trench Safety 1 LS $ 100,000 00 $ 100,000 00 $ 16,000.00 $ 16,000.00 CC $ 25,000.00 $ 25,000.00 $ 70,000.00 $ 70.000.00 A6 Extra Trench Excavation 1000 CY $ 20.00 , $ 20,000.00 $ 16 80 $ 16_,800 00 $ 16.00 $ 16.000 00 $ 15.00 $ 15,000.00 A7 Connection to Existing Sanitary Sewer System 1 LS , $ 20 000.00 , $ 20,000.00 $ 12.180.00 $ 12,180 00 $ 23,500.00 $ 23,500.00 $ 60,000.00 , $ 60,000.00 A8 15-inch Sewer Main Deep (STA0+001-04631) 63 LF $ 100.00 $ 6.300.00 $ 172 22 $ 10.849.86 Vat $ 400.00 $ 25,200.00 $ 225.00 $ 14,175.00 A9 24-inch Sewer Main Deep (Greater than 10 of Cover STA0+00G-21+000) 2100 LF $ 200.00 $ 420,000.00 $ 123.23 $ 258,783.0C $ 135.00 $ 283,500.00 $ 250 00 $ 525,000.00 A10 24-inch Sewer Main Shallow (Less than 10 of Cater STA 21+000-29+46G) 846 LF $ 150.00 $ 126,900.00 $ 102.10 $ 86.3766{0 $ 130.00 $ 109.980.00 $ 250.00 $ 211,500.00 A11 48-inch Manhole 6 to 10 feet Deep 2 EA $ 5,000.00 1 10.000.00 $ 3295.45 $ 6_590 90 $ 6,200.00 $ 12 400.00 $ 5.500.00 $ 11.000.00 Al2 48-inch Manhole 10 to 19 feet Deep 4 EA $ 12.500.00 $ 50 000.00 $ 4,278.71 $ 17,114 84 $ 7,750.00 $ 31,000.00 $ 35,000.00 $ 140,000,00 A13 48-inch Manhole 19+ feet Deep 2 EA $ 17,500.00 $ 35,000.00 $ 6.388.38 3 12,776.76 $ 10,250.00 $ 20,500.00 $ 9,500.00 $ 19,000.00 A14 72-inch Specialty Manhole 19+ ft Deep 1 EA $ 30.000.00 $ 30,000.00 $ 49.179.46 $ 49,179 46 $ 51.000.00 $ 51.000 00 $ 45.000.00 $ 45,000.00 A15 24-inch Sewage Isolation Valve 1 EA $ 20,000.00 $ 20.000.00 $ 17,461 57 $ 17.461.57 $ 21100_00 $ 21,500.00 $ 15,000.00 $ 15,000.00 A16 Rock Excavation 50 CY $ 100.00 $ 5,000.00 $ 93.70 $ 4,685.001-4IM$ 100.00 $ 5000.00 $ 150.00 $ 7.500.00 A17 Select Backfill 3100 TONS $ 20.00 $ 62,000.00 $ 18.91 $ 58.621 00 $ 29.00 $ 89,900.00 $ 18.00 $ 55800.00 A18 Crushed Rock 800 TONS $ 25.00 $ 20,000.00 $ 22.55 $ 18,040 00 rTi $ 50.00 $ 40.000.00 $ 22 00 $ 17.600.00 A19 Controlled Density Fill 100 CY $ 125.00 $ 12,500.00 $ 124 83 $ 12.483 00 IIIM $ 220.00 $ 22.000.00 $ 150.00 $ 15 000.00 A20 Property Restoration at Washington Middle School 1 LS $ 25,000.00 $ 25.000.00 $ 40.280 00 ____$ 40,230 00 , $ 50 000.00 $ 50,000.00 $ 85000.00 $ 85,000.00 A21 Hot Mix Asphalt Temporary Patch 200 TONS $ 50.00 $ 10.000.00 $ 110.70 $ 22,140.00C $ 138 50 $ 27,700 00 $ 85.00 $ 17.000,00 A22 Hot Mix Asphalt Trench Patch 900 TONS $ 100.00 $ 90,000.00 $ 9720 $ 87,480 00 , $ 91.00 $ 81,900.00 $ 95.00 $ 85,500.00 A23 Miscellaneous Work 1 FA $ 25 000.00 $ 25,000.00 $ 25,000 00 $ 25.000 00 rum $ 25_000.00 $ 25,000.00 $ 25.000.00 $ 25,000.00 SUBTOTAL $ 1,225,700.00 $ 962,641.99 nil $ 1,119,580.00 $ 1,592,775.00 TAX 8.2% $ 100.507.40 $ 78.936 64 $ 91,805.56 $ 130,607.55 TOTAL SCHEDULE A $ 1,326,207.40 , $ 1,041,578.63 $ 1,211,385.56 $ 1,723,382.55 CONTINUED ON PAGE 3 CITY ENGINEERS REPORT -. .i CITY OF YAKIMA COVF'ETITIVE BIDS V1ERE OPENED ON 4/28114. - , `` '*K,.. ALL BIDS HAVE BEEN REAMED BY THIS OFFICE • I REpOMVEND TI-E CONTRACT BE AWARDED TO, �, ♦ BEECH STREET INTERCEPTOR, UFT STATION, AIC FORCE MAIN I3 1 ' �" SCHEDULE A - SCOUT LAKE ; CONSTRUCTION INC., + YAKIMA WASTEWATER DEPARTMENT AWARD MADE BY CITY MANAGER SCHEDULE B - ROTSCHY INC, ''• ." � PROJECT NO. 2356 S _9 -t1 -4 4i\ .S7 (1 14 DATE: 412812017 ■ DATE CITY B\IGINEE2DA CITY ' '!' FILE:\\Cityeng\engirragesSidSurrrrernes SHEET 1 OF 4 I BID SUMMARY BEECH STREET INTERCEPTOR, LIFT STATION, AND FORCE MAIN YAKIMA WASTEWATER DEPARTMENT CITY PROJECT NO. 2356 ENGINEERS' ESTIMATE SCOUT LAKE CONSTRUCTION INC. SELAH, WA 1 ROTSCHY INC. VANCOUVER, WA TTC CONSTRUCTION YAKIMA, WA POW CONTRACTING, INC. PASCO, WA , CONTINUED ON PAGE 4 1.., ITEM _ BID SECURITY 1 ITEM CITY UNIT UVT PRICE AMOUNT MIT KIM AMOUNT UNT PRICE ANtUJT UNT PRICE . AMOUNT UMT PRICE AMIOUNT ANO__ B1 Mobilization. Demobilization. Site Preparation. and Cleanup 1 LS $ 308 400.00 J 308.400 00 , $ 4'5.Ju� Jt, tit',uu 00_ $ 246.000 00 $ 246.000.00 B2 ,Shoring and Trench Safety _ 1 LS $ 25 000 00 $ 25.000 00 $ 6,00C 00 $ 6.000.00 $ 100 000 00 $ 100.000 00 83 Testing and Startup 1 LS $ 15.000.00 $ 15.000.00Z . _ __$ 15,000 00 $ 15 000.00 _ $ 25 000.00 $ 25.000 00 B4 and Operations and Maintenance Manuals 1 LS $ 10 000 00 $ 10.000 00 0 $ 10.000.00 $ 10,000 00 $ 15,000 00 $ 15 000 00 B5 _Training Force Account 1 FA $ 150 000 00 $ 150.000 00 $ 150.000 00 $ 150,000 00 _ . $ 150 000 00 $ 150.000 00 B6 Temporary Sedimentation and Erosion Control 1_ LS $ 10 000 00 $ 10.000 00 $ 41,00000 $ 41.000 00 $ 8.500.00 $ 8 500.00 87 Dewatennq Control Discharge Vvater 1 LS $ 450 000.00 $ 450.000 00 $ 180 000 00 $ 180 000 00 $ 151 000 00 $ 151.000.00 B8 and of Temporary Shorinq for Lift Station Excavation 1 LS $ 500 000 00 $ 500.000.00 $ 172,443 50 , $ 172.443.50 10:3- $ 155 000 00 $ 155 000 00 o 1 LS 150.000.00 $ 150.000.00 _ $ 106,000.00 $ 106000.00 $ 503 000 00 $ 503.000 00 B9 B10 Site Work and Earthwork Site Utilities and Force Main 1 LS � $ 1.750.000 00 $ 1 750.000 00 vomit , $ 840.000 00 $ 840.000.00 ms $ 735.000.00 , $ 735.000 00 811 Structure/Pipe Removal 3 EA $ 20 000 00 $ 60 000 00 $ 4.000 00 $ 12.000 00 $ 5 000 00 $ 15.000.00 B12 Unscheduled Excavation 100 CY $ 50 00 $ 5.000 00 , $ 42 70 _ $ 4,270 00 $ 45.00 , $ 4 500.00 B13 Unscheduled Backfill 100 CY 50 00 $ 5.000 00 $_ 33.80 $ 3.380 00LIN $ 45 00 $ 4 500 00 B14 Structural 1. LS _,$ $ 400 000 00 $ 400 000.00 , , $ 292.400 00 _ $ 292,400.00 $ 419 000 00 $ 419 000 00 815 Mechanical 1 LS 375.000.00 _$ 375 000 00 $ 290,000 00 , $ 290,000.00 $ 620 000 00 $ 620.000 00 __$ B16 Electrical 1 LS $ 440.000 00 $ 440 000 00 , 218,000 00 $ 218 000 00 $ 200.000 00 $ 200.000 00 B17 Automatic Controls and Master SCADA 1 LS $ 60 000 00 $ 60 000 00 $ 1 11,000 00 , $ 1 1 1 000.00 $ 100 000 00 $ 100-000 00 , SUBTOTAL $ 4,713,400.00 $ 2.746,493.50 $ 3.451,500.00 _ TAX 8.2% $ 386 498.8011:1) $ 225,212.47 LID _ $ 283 023 00 TOTAL $ 5.099,898.80 $ 2,971,705.97 $ 3,734,523.00 ADDITIVE ALTERNATE BID 2-1 PAVEMENT OVERLAY AS SHOWN r B18 - Grind Ex. For HMA Overlay 7000 SY 25 00 $ 175 000 00 270 $ 18,900 001 Timill$ 0 75 $ 5.250.00 B19 Hot Mix Asphalt Overlay 800 TON $ 32.00, $ 25.600.00 97 75 $ 78200.00 Ill $ 85 00 $ 68 000 00 SUBTOTAL_ $ 200.600.00 1 $ 97,100.00 $ 73,250.00 TAX 8.2% $ 16 449 20 $ 7.962.20 $ 6.006 50 TOTAL $ 217,049.20 $ 105,062.20 $ 79.256 50 ADDITIVE ALTERNATE BID B-2 - FULL ROAD PAVEMENT OVERLAY _ _ B20 Grind Ex For HMA Overlay 10000 SY $ 25.00 $ 250.000.00 _ $ 2.55 $ 25.500.00,, $ 0 75 $ 7,500 00 B21 Hot Mix Asphalt Overlay 1200 TON $ 32.00 $ 38 400 00 $ 103 85 $ 124620 00 $ 90 00 $ 108.000 00 SUBTOTAL_ $ 288,400.00 $ 150,120.00 $ 115,500.00 TAX 8 2% $ 23.648 80 12.309 84 $ 9.471.00 TOTAL $ 312,048.80_ $ 162 429 84 $ 124 971 00 r..,, CITY OF YAKIMA ., ti.� s BELCH UFT STATION, AND FORCE MAIN f - 4 STREET INTERCEPTOR, 00 YAKIMA WASTEWATER DEPARTMENT Il PROJECT NO. 2356 DATE 412812017 FILE: ACityenoengvragesadSirrrreries SHEET 3 OF 4