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HomeMy WebLinkAboutPuget Paving & Construction, Inc CP1206 Contract 12-10 CONTRACT Contract No. 12-10 THIS AGREEMENT AND CONTRACT, made and entered into, in triplicate, at Auburn, Washington, this 05-1-A day of :S,)4 _, 2012, by and between the CITY OF AUBURN, WASHINGTON, a municipal corporation, and Puget Paving & Construction, Inc, 1081726 1h Avenue South, Tacoma, WA, 98499, hereinafter called the CONTRACTOR. WITNESSETH: That, in consideration of the terms and conditions contained in the Contract Documents entitled "CP1206, 2012 Pavement Patching, Chipseal and Overlay Project," which are by this reference incorporated herein and made a part of this Contract, the parties hereto covenant and agree as follows: I. The CONTRACTOR shall do all work and furnish all tools, materials and equipment for Project CP1206, 2012 Pavement Patching, Chipseal and Overlay Project — overlaying 0.5 miles of streets, chipsealing approximately 5.3 miles of streets, and performing pavement patching on approximately 2.0 miles of streets for a total contract value of one million, two hundred sixty-one thousand, seven hundred thirteen dollars and fifty cents($1,261,713.50) in accordance with and as described in the Contract Documents 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. This Contract shall be executed by the Contractor and returned to the City within 7 calendar days after the receipt of the dated notification of award and the Contract time shall commence within 5 working days after execution of the Contract by the City and so designated on the Notice to Proceed. Physical completion shall be within 60 working days of the date on the Notice to Proceed. If said work is not completed within the time specified, the CONTRACTOR agrees to pay liquidated damages to the CITY OF AUBURN, as specified in Section 1-08.9 (Liquidated Damages) of the Standard Specifications. The CONTRACTOR 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 Contract Documents to be furnished by the CITY OF AUBURN. II. The CITY OF AUBURN 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 Contract Documents and the terms and conditions herein contained and hereby contracts to pay for the same according to said Contract Documents and the aforesaid proposal hereto attached, at the time and in the manner and upon the conditions provided for in this Contract. III. 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 by part of the CONTRACTOR. X)M IV It is further provided that no liability shall attach to the CITY OF AUBURN, WASHINGTON by reason of entering into this Contract, except as expressly provided herein. IN WITNESS WHEREOF the parties hereto have caused this Contract to be executed the day and year first hereinabove written. CITY F TON By Pe .Lewis,Mayor Countersigned: this 2j!!day of SJT,20 ) o? ATTEST (� / Danielle E.Daskam,City Clerk APP ED ZA .M.FOR el B. eftorney PUGET PAVING& CONSTRUCTION, INC By Au rued Official S' xxvii CITY OF AUBURN CONTRACT CHANGE ORDER AGREEMENT NO. I Contract No., Project No. and Project Title: Contract No.12-10, CP1206, 2012 Pavement Patching, Chipseal and Overlay Contractor Name and Address: Puget Paving & Construction 10817 26th Ave S Tacoma, WA, 98499 The Contractor is hereby directed to make the changes to the Contract as described herein. This document and all attachments are a supplement to the contract. All work,materials,measurements and unit bid prices for the type of construction involved shall be in accordance with the contract documents of the above named project unless stated otherwise in this change order. Summary of Proposed Changes: 1 All work on Mt. View Dr SW and S 331st St is removed from the project. 2. The Contractor shall perform pavement patching, a double chipseal treatment, and replace all affected pavement markings on the additional project streets shown on the attached maps. Additional mobilization and traffic control costs for this work will be paid by lump sum as specified below; all other work items will be paid at their respective unit bid prices. 3. Quantities are increased for bid items 20 (HMA for Pavement Repair Class 1/2-inch PG 64- 22) and 21 (Pavement Repair Excavation Including Haul) to account for more extensive pavement patching needed on project streets than originally anticipated. The Contract time is extended by 10 days. Sales Item Sch. Sec. No. Item Description Quantity Units Unit Price Total Price Tax (+/-) ($) (+/-) (YIN) C01-1 A 1-09 Additional Mobilization for CO No. 1 1 LS LS $ 6,200.00 N C01-2 A 1-10 Additional Traffic Control Required on 105th 1 LS LS $ 2,500.00 N PI SE, 107th PI SE and SE 320th St 4 A 1-10 Traffic Control Labor(Min. Bid$34.00 per 250 HR 43.00 $ 10,750.00 N hour 14 A 5-02 Asphalt Emulsion for Chipseal (CRS-2P) 200 TON 1,065.00 $ 213,000.00 N 15 A 5-02 Asphalt for Fog Seal 3 TON 855.00 $ 2,565.00 N 16 A 5-02 Furnishing and Placing Crushed for Chipseal 400 TON 48.50 $ 19,400.00 N (3/8-inch) 17 A 5-02 Furnishing and Placing Crushed for Chipseal 550 TON 58.50 $ 32,175.00 N (1/2-inch) 18 A 5-02 Sweeping/Brooming(Chipseal Streets Only) 100 HR 140.00 $ 14,000 00 N 20 q 5.04 HMA for Pavement Repair Cl. 1/2-inch PG 64 22 (Class B) 1,575 TON 95.00 $ 149,625.00 N 21 A 5-04 Pavement Repair Excavation Including Haul 6,500 SY 7.00 $ 45,500.00 N 25 A 7-05 Adjust Manhole 10 EA 412.00 $ 4,120.00 N 50 26 A 7-05 Manhole Ring and Solid Cover 10 EA 3 .00 $ 3,500.00 N 33 _ A __8-09 I Raised Pavement Marker Type-2 160.- EA 4.95. $ 792.00. N_ continued on next page H:\Forms\FCO25.xls (Revised 05/2012) CITY OF AUBURN CONTRACT CHANGE ORDER AGREEMENT NO. I Contract No.,Project No. and Project Title: Contract No.12-10, CP1206, 2012 Pavement Patching, Chipseal and Overlay continued from previous.page Sales Item Sell. Sec. No. Item Description Quantity Units Unit Price Total Price Tax 38 A 8-22 Paint Line 9,000 LF 0.22 $ 1,980.00 N 41 A_ 8-22_ Plastic-Gore Line(8 inch.Wide). _ 225 LF 3.30 $ 742.50 N 42 A 8-22 Plastic Crosswalk Stripe and Stop Bar(24 330 LF 6.50 $ 2,145.00 N _ inch wide)_ 43 A 8-22 Plastic Traffic Arrow 2 EA 1 85.00 $ 170.001 N 44 1 A 1 8-22 Plastic-Traffic Letter 8 EA 1 60.00 $ 480.00 N Subtotal $ 509,644.50 Washington State Sales Tax(9.5%)on applicable items $ TOTAL $ 509,644.50 Base Amount Total incl. Tax I Total Cost this C/O $ 509,644.50 $ 509,644.50 2. Total Cost Previous C/O $ - $ - 3. Original Contract Amount $ 1,261,713.50 1 $ 1,261,713.50 4. Revised Contract Amount $ 1,771,358.00 1 $ 1,771,358.00 This change order constitutes full and complete compensation for all labor,equipment,materials,overhead,profit,any and all indirect costs,and time adjustment to perform the above described changes. All other costs are non-compensible. All other terms and conditions of the contmct remain unchanged. Contractor, J q�SI2 Inspector c� .= `Date Project Manager• giyi12 Dale City Engineer- Date Approved by XXZ Date Mayor, qrAuburn Date H:\Forms\FCO25.xls (Revised 05/2012) , Z88th. _SST;, 1: .. 1•r..,.... ..ILct;a ta_ if4 1 I' DOUBLE f II CHIPSEAL L _ oo' s , nl - - _ — Scale: 1"=1,800' "Ifilh F ST im = •F" � DOUBLE CHIPSEAL _ OOA ST ,p• +I'�c cola n,vn" 30ln Sr rvw Tom h I sr — � n .:{~a`.: 'y P �} d051I! ST Si !A�� 1/Hl'012'l' I6 .S 1h T ° S 3121ry/ ISIh \ T.. .� F < FI to a .� ..W,' I'n f I " 1 Ali S I th $IF ., ❑611111V l vl I— nu, IT rtI„ Q DOUBLE ill LLI CHIPSEAL J' . 541 STINT I N S filtllh ST ' NN -,n ' IJf A/7 I/A It' z '` tall st — _ .md .i. 'u "•"-�.,., r.l.t7pgt. n'i'AT6 HN1' CHANGE C®p12®6 ° CHANGE ORDER NO. 1 GENERAL CONSTRUCTION SEQUENCE FOR CHIPSEAL: 1. PATCH PAVEMENT PER DETAIL IN APPENDIX D. LOCATIONS OF PATCHING WILL BE PAINT-MARKED IN THE FIELD BY THE ENGINEER PRIOR TO CONSTRUCTION. 2. CHIPSEALED PAVEMENT PER SECTION 542 OF THE SPECIAL PROVISIONS,ALL MANHOLES.WATER VALVE BOXES AND SURVEY MARKERS SHALL BE PROTECTED FROM RECEIVING CHIPSEAL TREATMENT. 3.REPLACE ALL EXISTING PAINTED LINES,PLASTIC PAVEMENT MARKINGS AND RAISED PAVEMENT MARKINGS AS DIRECTED BY THE ENGINEER. VICINITY MAP 7-OF 2 .... ..............._. .z„:,. ..1:.:.L.a...::.r..:a;t.„..u..:s. '1'.....,__SsyF ,.._ '280Lh 9T 280ffl'$'L, DOUBLE ME _ $B 2E2RKi ST - - CHIPSEAL 000' }l 2xsln xl' Scale: 1^= 1800' s 2xTIn % 111-111 i — SE 2$ DOUBLE xl_„=---- CHIPSEAIji riOEE' N m COURSE 'r vsvex � IJum _ I I/ '.n. S7 411 = -- 2Gf1 NF - IF 51: 91 OIh 5f n 19th I)R 4' ,i °-- — – NE DOUBLE NF� ” ��-- `4a 312, CHIPSEAL to _ �j r j J _ n li "I' N - , - z ! DOUBLE - -� lid [1 N ' N z 'T 3rd"v ; ?' , - - = CHIPSEAL - ISI M1'F.r , F I, r�" GREEN RIVER s u.,. a R PI. _n I•i F ,'�, �"k.i ' '- !'UAf,11 vin, t c o CP12 06 ° CHANGE ORDER NO. GENERAL CONSTRUCTION SEQUENCE FOR CHIPSEAL: 1. PATCH PAVEMENT PER DETAIL IN APPENDIX D, LOCATIONS OF PATCHING WILL BE PAINT4ARKED IN THE FIELD BY THE ENGINEER PRIOR TO CONSTRUCTION 2 CHIPSEALED PAVEMENT PER SECTION 5-02 OF THE SPECIAL PROVISIONS.ALL MANHOLES,WATER VALVE BOXES AND SURVEY MARKERS SHALL BE PROTECTED FROM RECEIVING A CHIPSEAL TREATMENT 3.REPLACE ALL EXISTING PAINTED LINES,PLASTIC PAVEMENT MARKINGS AND RAISED PAVEMENT MARKINGS AS DIRECTED BY THE ENGINEER. VICINITY MAP 2 OF 2 ���� . C�l�ye����S(/�FRN `A�='p F�F � � _ o �yrc CITY OF A����A�T Peter B. Lewis, Mayor l� �9 WASHINGTON 25 West Main Street * Auburn WA 98001-4998 + www.aUburnwa.gov * 253-931-3000 i January 8, 2013 CERTIFIED MAIL RETURN RECEIPT REQUESTED Stefan Gehring Puget Paving and Construction. Inc 1081726 th Avenue South Tacoma, WA 98499 I RE. Contract No. 12-10 Project No. CP1206, 2012 Pavement Patching, Chipseal and Overlay Letter of Final Acceptance Dear Mr Gehring: I Enclosed is your Final Pay Estimate in the amount of$266.85 for the above-referenced project. All of your obligations in regard to this project have been met in accordance with Section 1-08.5 of the Standard Specifications. The one-year warranty period begins as of the date of this Final Acceptance Letter Your retainage in the amount of$83,673.90 will be released approximately 60 days after this date, provided all necessary releases have been received, and there are no outstanding claims against the retainage All approved Labor& Industries Affidavits of Wages Paid from your firm and all subcontractors on the project must also be received before your retainage can be released. The total contract amount for this project, as shown on your Final Pay Estimate, is $1,673,477 94 If you have any questions, please contact Amanda DeSilver, Contract Administration Specialist, at 253- 876-1980. Sincerely, Dennis Selle, P.E. City Engineer/Assistant Director Department of Public Works DS/ad/mh Enclosure cc: Dani Daskam, City Clerk Seth Wickstrom, Project Engineer File 13.11 (CP1206) AUBURN * MOIUi THAN YOU IMAGINED 1 CITY OF AUBURN,STATE OF WASHINGTON 98001 ACCOUNTS PAYABLE CHECK NO. 419512 NUMBER'INVOICE - DATE t 'P.OWNUMBER a^ —;DESCRIPTION - ' DISCOUNT AMOUNT 12-10/#5&FINAL 12/2012012 12-005551 2012 PAVE PATCH CHIP OVERLAY CHANGE 0 0.00 266.85 I I I I 1 I PLEASE DETACH BEFORE DEPOSITING KayBank National Assoc:atlon1 1 1919=10 e » + Auburn.Washington 98001 VOID-8 MONTHS 1250 :ACCOUNTS PAYABLE Of :+ /3tY"`^ - 1-BOO kEY2V u CLAIMS CHECK AFTER CHECK DATE CITY OF AUBURN ACITY >�Rggg °'A NuMeFR" DATEI,'25 WEST MAIN'STREET LJ:1J. •••..."'o STATE OF WASHINGTON 98001 -.,r�''� 020045 01/07/2013 419512 266.85 WASHINGTON E a PAY Two Hundred Sixty Six Dollars and Eighty Five Cents E 8I 70 THE PUGET PAVING 9 ORDER &CONSTRUCTION, INC 10817 26TH AVE-SO 1 OF TACOMA, WA 98499 / Emma gl,enw VOL, 1,9S 120 1: 1 2 5000 5 7 41: 47143100323a11a CITY OF AUBURN CO.NO.12-10 CP1206 2012 Pavement Patching,Chipseal and Overlay PAY ESTIMATE 175&FINAL SCHEDULE A. Street Improvements ITEM ESTIMATE TOTAL PERIOD UNIT UNIT COST TOTAL COST PERIOD COST PERCENT EST NO. ITEM DESCRIPTION QUANTITY QUANTITY QUANTITY TYPE 1 QTY. 1 Minor Charges 1 01 Eq.Adj. 20000.00 $ 2 Mobilization 1 11 LS 111660.00 $ 111,660.00 S - 100% 3 Traffic Control Supervisor 1 11 LS 10000.00 $ 10,000.00 $ - 100% 4 Traffic Control Labor(Min.Bid$34.00 per hour) 2750 1975.251 4 HR 11 43.00 S 84,935.75 $ 172.00 72% 5 Sequential Arrow Sign 20 01 DAY 1 50.00 S - $ - 0% 6 Portable Changeable Message Sign 90 62 DAY 1 65.00 S 4,030.00 $ - 69°h 7 Outside Agency Uniformed Police Flagging Labor 1 0 Eq.Adj. 5000.00 S - $ 0% 8 Removal of Cement Concrete Flatwork 105 1 39.35 BY 1 15.00 $ 590.25 $ - 37% 9 Removal of Curb and Gutter 70 50.5 LF 15.00 $ 757.50 S 72% 10 Removal of Raised Pavement Markings 1 1 LS 1000.00 $ 1,000.00 $ - 100% 11 Umuitable Foundation Excavation 20 0111 CY 1 50.00 $ $ - 0% 12 Gravel Borrow Including Haul 40 011 TON 25.00 $ - $ - 0% 13 Crushed Surfacing Top Course 20 01 TON 25.00 $ - $ - 1 0% 14 Asphalt Emulsion for Chipseal(CRS-2P) 570 1 533.931 1 TON 1065.00 $ 568,635.45 $ - 94% 15 Asphalt for Fog Seal 38 1 44.271 TON 855.00 $ 37,850.85 $ - 117% 16 Furnishing and Placing Crushed for Chipseal(3184nchl 1500 1 1622.191 TON 48.50 $ 78,676.22 $ - 108% 17 lFumishing and Placing Crushed for Chipseal('112-Inchl 2050 1 2028.431 TON 58.50 $ 118,563.16 $ - 99% 18 SweepingBrooming(Chipseal Streets Only) 1 400 324.2511 HR 140.00 $ 45,395.00 $ - 81% 19 1 HMA for Thin Oveday Cl.3/8-inch PG 6422(Class G) 600 445.85 TON 90.50 $ 40,349.43 $ - 74% 20 HMA for Pavement Repair G.12-inch PG 64-22(Cla 3475 3831.15 TON 95.00 $ 363,959.25 $ - 110% 21 Pavement Repair Excavation Including Haul 1 15000 14644.711 BY 7.00 $ 102,512.97 $ - 98% 22 Rubberized Asphalt for Crack Sealing 1.5 1.18275 TON 1000.001 $ 1,182.75 $ - 79% 23 Planing Bituminous Pavement 160 389.6 SY 25.001 $ 9,740.00 S 244% 24 Commercial HMA 5 0 TON 125.00 $ - $ - 0% 25 Adjust Manhole 30 39 EA 412.00 $ 16,058.00 $ - 130% 26 Manhole Ring and Solid Cover 30 28 EA 350.00 $ 9,800.00 $ - 93% 27 Adjust Valve Box 15 15 EA 302.00 $ 4,530.00 $ - 100% 28 Topsoil Type A 3 01 CY ' 250.00 $ 1 $ 0% 29 (awn Sod 5 0 SY 125.00 $ - $ - 0% 30 Cement Concrete Traffic Curb and Gutter 70 50.5 LF 37.501 $ 1,893.75 $ 72% 31 Residential Driveway Apron 25 0 SY 54.00 $ $ 0% 32 Industrial and Commercial Driveway Apron 20 0 SY 54.00 S - $ 0% 33 Raised Pavement Marker Type 2 1910 1432 221 EA 4.95 $ 7,088.40 $ 108.90 75% 34 Adjust Monument Case 12 16 EA 302.00 $ 4,632.00 $ - 133% 35 Replace Monument Type B(Modred) 3 0 EA 250.001 $ $ 0% 36 Cement Concrete Sidewalk 60 39.35 SY 43.00 $ 1,692.05 S - 66% 65 37 Induction Loop Vehicle Detector 10 8 EA 0.00 $ 5,200.00 S - 80% 38 Paint Line 74000 62764 LF 0.22 $ 13,808.08 $ 85% 39 Painted Wide Line(8 inch wide) 4600 3723 LF 0.33 $ 1,228.59 $ - 81% 40 Painted Bicycle Lane Symbol 10 j 11 EA 82.50 $ 907.50 $ - 110% SCHEDULE SUBTOTAL S 280.90 Period Dates Begin: Nov.21,2012 End: Dec.20,2012 h1prc)\pe\CP1206 Pcxls 1 of 4 12/182012 at 1:02 PM CO.NO.12-10 CITY OF AUBURN CP7206,2012 Pavement Patching,Chipseal and Overlay 2012 Pavement Patching,Chipseal and Overlay PROJECT SUMMARY CO.NO.12-10 PAY ESTIMATE A5 8:FINAL - - - Original Contract Contract Change Amount Orders Total Payment This Period Percent/Contract SCHEDULE A: Street Improvements Contract $ 1,261,713.50 $ 509,644.50 $ 1,673,477.94 $ 280.90 94% Sales Tax Not Applicable Retainage(-5%) $ (83,673.90) $ (14.05) SCHEDULE TOTAL $ 1,261,713.50 $ 509,644.60 $ 1,589,804.04 $ 266.85 TOTAL CONTRACT AMOUNT TO DATE (including Sales Tax) $ 1,673,477.94 TOTAL PAYMENT TO CONTRACTOR $ 1,589,804.04 $ 266.85 PAYMENT DUE CONTRACTOR: $ 266.85 Period Dates Begin: Nov.21,2012 End: Dec.20,2012 h:lproj%pe%CP1206 PE.xls 3 of 4 12/182012 at 1:02 PM CITY OF AUBURN CO. NO. 12-10 - ` CP1206 2012 Pavement Patching, Chipseai and Overlay PAY ESTIMATE#5&FINAL -- - - CONTRACTOR:_-- - _ -_ Puget Paving&Construction - --- 10817 26th Ave South _ Tacoma,WA,.98499- - Phone:253-4745616 The undersigned has reviewed and approved this final pay estimate. I agree that it is a true and correct statement showing all monies due me from the City of Auburn under this contract; that I have carefully examined the final pay estimate estimate and understand it and that I hereby release the City of Auburn from any and all claims of whatsoever nature which I may have, arising out of this contract,which are not set forth in this estimate. PAYMENT DUE TO CONTRACTOR= $ 266.85 Signatures: Contractor Date -,Z 7 Inspector Date Project Manager i,AN,lu ak�— Date 12/19 112 City Engineer Pte-- � Date 11,9113 h.lprollpe\CP1206 PE.xls 4 of 4 12116!2012 at 1:02 PM