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14-183.00 Cameron Reilly: Sidewalk Infill Ph 2crrt of kane Valley DEPARTMENT OF PUBLIC WORKS CHANGE ORDER NO: 1 CONSTRUCTION CONTRACT NO: 14-012 PROJECT: Sidewalk Infill Project - Phase 2 PRIME CONTRACTOR: Cameron -Reilly, LLC CONTRACT DATE 10/6/2014 CIP NO: 149 DESCRIPTION OF CHANGES.. This Change Order pertains to the project Bid Schedule. Excavation for the proposed catch basin on Farr Road and 4th Avenue has uncovered some utility conflicts. In order to work around the existing utilities we need to modify the drainage structure. This change order makes the necessary revisions to install drainage structures. This change results in a increase to the Contract amount as noted herein. Item No. Description Unit Quantity Unit Price Total 129 Catch Basin, Type 1 130 Spill Control Separator 152 Restocking Fee (Invoice Cost plus 21 %) 153 Concrete Inlet Type 1 154 CO 1 Project Temporary Traffic Control EA -1 $ 2,000.00 >$ (2,000.00) EA -1 $ 450.00 $ (450.00) EST 1 $ 1,000.00 $ 1,000.00 EA 1 $ 1,500.00 $ 1,500.00 LS 1 $ 825.00 $ 825.00 8.7% Sales Tax $ Total Amount of this Change Order (incl. Tax): $ N/A 875.00 Original Contract Working Days: 20 Revisions by Prior Change Orders: 0 IYSICAL:COMPLETION Revision By This Change Order: Total Revised Contract Working Days: 21 CONTRACT AMOUNT THESE CHANGES RESULT IN THE FOLLOWING ADJUSTMENTS OF TOTAL CONTRACT AMOUNT: ORIGINAL TOTAL CONTRACT AMOUNT TOTAL PRIOR CONTRACT CHANGE ORDER AMOUNT (through CO#O) TOTAL CONTRACT AMOUNT PRIOR TO THIS CHANGE ORDER NET THIS CHANGE ORDER TOTAL CONTRACT AMOUNT INCLUDING THIS CHANGE ORDER 208,937.20 0.00 208,937.20 875.00 209,812.20 CONTRACTOR ACCEPTANCE: DATE: /0 - /33.- The contractor hereby accepts this adju. ent under the terms of Section 1-04.4 of the original contract. RECOMMENDED BY: APPROVED BY: APPROVED BY: Project Manager 1 Public Works Director DATE: DATE: /'L7 DATE: CO3V Foml "6 2 14 1) )7 SiiiikanVe ley® Public Works Department Capital Improvement Program 11707 E Sprague Ave Suite 106 ♦ Spokane Valley WA 99206 509.921.1000 • Fax: 509.921.1008 ♦ cityhall®spokanevalley.org Memorandum Date: October 13, 2014 To: Eric P. Guth, P.E. From: Erica K. Amsden, P.E. EK( Re: Change Order 1 for Sidewalk Infill Project Phase 2, CIP 0149 Budget Account No. 303.303.149.595.61.63.00 Cameron -Reilly, LLC Contract #14-012 Change Order 1 makes a few minor revisions to the stormwater design based on century link conduit and a gas main that were not at the depth the utility companies had provided. The utilities were in direct conflict with the proposed drainage design. A redesign has been completed changing the structure type on Farr road and providing an extra day to get the new structure inspected by WSDOT and to the site. The total estimated cost (incl. tax) for this Change Order work is $875, paid for by a CMAQ grant and the City of Spokane Valley. See the attached 2014 Sidewalk Infill Project Spreadsheet. There are sufficient funds in the project budget to cover these costs. Original Contract amount = Previous Change Order Cost = Estimated Change Order #1 Cost (Includes Restocking Fee) _ Project Cost including Change Order #1 = 15% of Original Contract amount = Max Public Works Director Contract authority = Change Order Cost to date = Remaining P.W. Director Contract Authority after CO #1 Cc: City Manager Finance Department $208,937.20 $0.00 $875.00 $209,812.20 $31,340.58 $31,340.58 $875.00 $30,465.58 7-05 Manholes, Inlets, Catch basins, and Drywells (March 1, 2014 COSV) 7-05.4 Measurement Add the following: "Concrete Inlet Type 1", will be measured per each. 7-05.5 Measurement "Concrete Inlet Type 1", per each. The unit contract price per each for "Concrete Inlet Type 1" shall be full pay for furnishing the tools, labor, equipment, and materials including, but not limited to: structure excavation Class B including haul; furnishing and installing the concrete inlet type 1 structure conforming to Spokane Valley Standard Plan S-113; frame and grate shown on the plans; grouting and pipe connections, backfill, and other related items. ?')ti/ I / I I 1P �t i �;a1i Ela omor[©® R / ifs P J !am: - I U \_ J ,s 0r _Li PR / STRUCTURE SCHEDULE:: 663303E EXISTING CATCH BASIN .AND ENS11111 PIPE STRUCTURES RIM ELEVATION,. INVERT ELEVATION Cel 201198 2015,90 OW1 201009 2012.70 NOTE: FROM THE PEEL() MEASUREMENTS, THE TOP OF CENTURY LINK CONDUIT IS AN ELEVATION OF 2015.14 NOTES: O PROTECT EXI51150 OR115EL4 PIPE SUMP OR CATCH BASIN • ADJUST RIM ELEVATION TO IIOISHEO ORAOE O INSTALL S000 OR1nELL L39 OBlIESEI IMING dEE 91/4 -� A 2CONCRETE INLAY '= TYPE 1 COSV ETD 0-114 PIPE SCHEDULE: PIPES: GRADE, LENGTH' 10`01 PIPE 1 0 070 41' RENE Iey' CIT I spine YCY3 0pNim it of O00s 6 01 Su: I/O? E I S Are:x3 SPORAAE 0030))02,- TAMP. IN PLACE 11111 ENDS ON TOP. 3/4" DIA. BMA RUROER COR0 BETWEEN DUCTILE IRON PIPE AND PVC SPILL CONTROL SEPARATORS B -x6°. PVO rEE 5 ILLCONTROL SEPARATOR I _ I _ IITfl f �1. L J �J - 10 DOME ' mil IRON PIPE: O SPILL CONTROL SEPARATOR NTS NOTE' RUGGER 0UNA COR0 ANO ALL MATEWAL5 SHONN ARE INCIDENTAL TO THE INSTALLATION OF THE SPILL CONTROL SEPARATOR 30 15 0 39 60. SCALE FEET. SIDEWALK INFILL PROJECT-PH2 DRAINAGE FARR - APPLE WAY TO 4TH THAN a 0109 IY=30' LL BEFORE YOU OIG I -500424E555 IR/19/2014. CCA CMAQ USDOE(d) 302 311 402 402 302 311 Total Revenue' 0.00 0149 - Sidewalk Infill All Activity as of Oct 13 2014 732,400.00 55,000.00 183,100.00 131,040.00 38,415.00 0.00 0,00 0.00 322,256.52 55,000.00 0.00 0.00 0.00 31,314.07 102,583.95 27,042.91 103,544.78 0.00 5,621.29 76,790.00 0.00 0.00 0.00 0.00 26,343.29 0.00 26,942.35 0.00 0.00 0.00 0.00 0.00 452,144.59 55,000.00 32,563.64 76,790.00 0.00 31,314.07 102,583.95 27,042.91 1,139,955.00 538,197.45 185,956.07 53,285.64 777,439.16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 280,255.41 0.00 150,536.36 54,250.00 38,415.00 -31,314.07 -102,583.95 -27,042.91 0.00 362,515.84 EWE: 01T1lRES Preliminary Engineering Salaries & Wages Overtime Employee Benefits FICA/401A OT Medicare OT L&I OT PERS OT Engineering & Architectural Prof. Svcs - Survey Prof. Svcs. - Geotech Advertising Printing & Binding Miscellaneous Services PE Contingency Total Prelim. Engineering Right of Way Salaries & Wages Overtime Employee Benefits FICA/401A OT Medicare OT L&I OT PERS OT Professional Services ROW Acquisition RW - Land Improvements RW Contingency Total Right of Way Construction Salaries & Wages Overtime Employee Benefits Employee Benefits Professional Services Prof. Svcs - Survey Prof. Svcs. Mat. Testing Advertising Construction CN Contingency Total Construction Other Construction Construction Construction - Drainage Total Other Construction 0.00 0.00 0.00 0.00 Total Expenditures 0.00 62,542.00 45,928.16 0.00 540.93 21,890.00 16,176.85 0.00 0.00 0.00 0.00 0.00 15,37 0.00 0.00 0.00 5,386.82 30,000.00 24,426.64 0.00 737.68 1,500.00 1,144.40 2,500.00 440.45 5,000.00 290.73 12,343.00 0.00 135,775.00 95,088.03 6,060.00 0,00 2,121.00 0,00 0.00 0.00 0.00 15,000.00 40,000.00 5,000.00 6,819.00 75,000.00 50,623.00 19,835.00 19,118.00 0.00 0.00 10,000.00 21,000.00 1,500.00 599,249.00 64,440.00 0,00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 14,999.89 0.00 4,166.01 0.00 0.00 0.00 0.00 8,271.73 3,203.25 0.00 0.00 0.00 0.00 0.00 10,765.60 0.00 3,901.02 0.00 0.00 0.00 0.00 0.00 0.00 0.00 817.32 777.07 0.00 0.00 71,693.65 540.93 24,243.88 0.00 0.00 15.37 0.00 13,658.55 27,629.89 737.68 1,961.72 1,217,52 290.73 0.00 30,640.88 16,261.01 141,989.92 7,968.15 38.30 2,846.20 0.00 0.00 1.12 0,00 27,607.68 0.00 0.00 0.00 5,341.52 0.00 2,120.26 0.00 0.00 0,00 0.00 1,555.66 5,200.00 0.00 0.00 13,309.67 38.30 4,966.46 0.00 0.00 1.12 0.00 29,163.34 5,200.00 0.00 0.00 0.00 38,461.45 14,217.44 52,678.89 23,539.25 3,492.33 5,388.24 321.87 1,966.23 0.00 12,016.86 0.00 339,648.39 0.00 9,404.36 0.00 2,959.75 0.00 0.00 442.00 1,023.58 0.00 29,169.50 0.00 785,765.00 386,373.17 42,999.19 105,000.00 25,424.45 75,046.85 38,415.00 30,119.50 143,415.00 0.00 55,543.95 75,046.85 1,139,955.00 537,005.15 187,148.37 9,411.16 0.00 3,037.10 0.00 0.00 0.00 0,00 147.20 23,123.80 0,00 42,354.77 3,492.33 11,385.09 321.87 1,966.23 442.00 13,040.44 147.20 391,941.69 0.00 35,719.26 465,091.62 0.00 100,471.30 0.00 30,119.50 0.00 130,590.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6,585.30 0,00 0.00 0.00 0.00 0.00 0.00 -9,151.65 -540.93 -2,353.88 0.00 0.00 -15.37 0.00 -20,243.85 2,370.11 -737.68 -461.72 1,282.48 4,709,27 12,343.00 6,585.30 -12,800.22 0.00 -7,249.67 0.00 -38.30 0.00 -2,845.46 0.00 0.00 0.00 0.00 0.00 -1.12 0.00 0.00 0.00 -14,163.34 0.00 34,800.00 0.00 5,000.00 0.00 6,819.00 0.00 22,321.11 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 9,802.39 0.00 8,268.23 16,342.67 7,732.91 -321.87 -1,966.23 9,558.00 7,959.56 1,352.80 197,504.92 64,440.00 9,802.39 310,870.99 3,583.70 945.00 612.25 7,683.25 4,195.95 8,628.25 66,197.71 '790,351.23 20,583:64 329,020.13