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Home My WebLink AboutCO 4 CAG-11-024, CO #4-11 C.D.#4 CITY OF RENTONf Page 1 of 1 Public Works Department CHANGE ORDER NO.4 CONTRACT CHANGE ORDER AGREEMENT CONTRACT: SW Sunset Boulevard and Hardie Avenue SW Pedestrian Project CAG-11-024 CONTRACTOR: R.L.Alia Company SUMMARY OF PROPOSED CHANGE: Reason/Justification:The final accepted quantities for bid items 11 HMA, 17 Cement Conc.Sidewalk and 22 Vehicle Induction Loop Detector were less than 75-percent of their original plan quantities.Accordingly,per Section 1-04.6 of the Standard Specifications,payment may be adjusted upwards for each of those bid items subject to conditions listed in that Section.Negotiated increases,based on justification included in attached letters of June 13,2011,with clarification for bid items 11 and 17 immediately below,are as shown below: Bid Item No. 11-HMA Asphalt- final quantity excluding other change orders=15 TON 75%of 50 TON plan quantity--37.5 TON 37.5 TON-15 TON=22.5 TN for which contractor lost equiv.of$50/TON per letter of June 13,2011.This translates to $50/TON x 22.5115=$75/TON to be added to unit price of installed HMA Asphalt,=$75/TON x15 TON=$1,125.00 Bid Item No. 17-Sidewalk final quantity excluding other change orders=13 SY 75%of 130 SY plan quantity=97.5 SY 97.5 SY-13 SY=84.5 SY for which contractor lost equiv.of$7.50/SY per letter of June 13,2011.This translates to $7.50/SY x 84.5/13=$48.75/SY to be added to unit price of installed Sidewalk,=$48.75/SY x13 SY=$633.75 Contract Change:Adjust payment for bid items 11 HMA,17 Sidewalk and 22 Induction Loop quantities per Standard Specification Section 1-04.6 Add the following increments to bid item unit prices in the schedule of prices. Item Quantit Units Description Unit Price Amount No. Incr. 11 15 TON HMA Cl.1/2 In.PG 64-22 $ 75.00 $ 1,125.00 17 13 SY Cement Concrete Sidewalk $ 48.75 $ 633.75 22 3 EA Vehicle loop induction detector $ 250.00 $ 750.00 (Lump Sum)Total this Change Order: $ 2,508.75 Working Days: None(no additional days) All work,materials and measurement to be in accordance with the provisions of the Standard Specifications and Special Provisions for the type of construction involved. ORIGINAL CONTRACT CURRENT CONTRACT ESTIMATE NET CHANGE ESTIMATED CONTRACT AMOUNT AMOUNT THIS ORDER TOTAL AFTER CHANGE $126,120.00 $130,612.00 $2,508.75 $133,120.75 SIGNATURES: Contractor: - Date: Pro'ect Manager: ! / Date: 2—� t r f App roved By: / Date: (Transportation Design Supervisor) MOW R R. L. ALIA COMPANY GENERAL CONTRACTORS PUMPING STATIONS 107 WILLIAMS AVENUE SOUTH ROAD CONSTRUCTION RENTON,WA 98055 E-MAIL:gjpank@rlalia.com CONCRETE STRUCTURES (425)226-8100 OFFICE dpank @rlalla.com UNDERGROUND UTILITIES (425)226-8649 FAX LARGE DEWATERING EQUIPMENT June 13,2011 City of Renton 1055 South Grady Way Renton, WA 98057 Re: SW Sunset Blvd & Hardie Ave SW Pedestrian Improvements Request for Additional Compensation due to Significantly Less Quantities ATTN: James Wilhoit Dear James, I appreciate your acknowledgement of the venue to negate the negative impacts that unrealized quantities create. With regard to Bid Item No. 11(asphalt) and Bid Item No. 17 (Sidewalk) reductions in scope, I believe the following is an equitable proposal: A) Project Overhead Costs— 12.5%of bid item price. B) Crew time loss of efficiency based on reduction of billable work(short pours) due to reduction in scope. — 12.5%of bid item price. Combined, the negative impact created by reduction of scope is 25%of the bid item price for asphalt and sidewalk work. Bid Item No. 11 —Asphalt—Original Bid Item Quantity and Price=50 TN@ $200/TN. 7590 of 50 TN original quantity=37.5 TN. 25% of$200 bid item price= $50.00. Quantity installed =30 TN, less 15 TN added by change order= 15 TN adjusted total. 75%of Original Quantity 37.5 TN Adjusted Quantity 15.0 TN Reduced Quantity for Claim 22.5 TN Amount of Price Adjustment $_VTN Amount of Price Adjustment Requested $1,125.00 for Asphalt CONTRACTOR'S LICENSE NUMBER.RL AL-IC*104PT Page 2 Bid Item No. 17 — Sidewalk—Original Bid Item Quantity and Price = 130 SY C $30/SY. 75% of 130 SY original quantity= 97.5 SY. 25%of$30 original bid item price = $7.50. Quantity installed= 50.1 SY, less 37 SY added by change order= 13 SY adjusted total. 75% of Original Quantity 97.5 SY Adjusted Quantity 13.0 SY Reduced Quantity for Claim 84.5 SY Amount of Price Adjustment $7.50/SY Amount of Price Adjustment Requested $633.75 for Sidewalk Total amount requested for significantly less quantities installed under bid item Nos. 11 and 17 = $1,758.75. If you have any questions, let us know. Thank you, R. L.Alia Co m an Richard L.Alia, President CONTRACTOR'S LICENSE NUMBER RIrA1AC*104PT *#awl R. . L. ALIA COMPANY GENERAL CONTRACTORS PUMPING STATIONS 1071MLLIAMS AVENUE SOUTH ROAD CONSTRUCTION RENTON,WA 98055 E-MAIL:gjpank @rlalia.com CONCRETE STRUCTURES (425)226-8100 OFFICE dpank @Nalia.com UNDERGROUND UTILITIES (425)226-8649 FAX LARGE DEWATERING EQUIPMENT June 13,2011 RECEIVED JUN 16 2011 City of Renton TwmpoRation Systems Div. 1055 South Grady Way Renton, WA 98057 Re: SW Sunset Blvd & Hardie Ave SW Pedestrian Improvements Request for Additional Compensation due to Significantly Less Quantities ATTN: James Wilhoit Dear James, In response to your e-mail dated 5/27/11 regarding significantly Iess quantities installed for bid item No. 22 —Vehicle Induction Loop Detector, please find attached a letter from the Electrical Subcontractor, MT Electric. Per their attached letter, they are seeking an increase price adjustment in the amount of $750. Please review MT Electric's request and advise. If you have any questions, let us know. Thank you, R. L. Alia Co an Richard L. lia, President CONTRACTOR'S LICENSE NUMBER RL-AL-IC*104PT MT CTRICINC Contractor License#MTELEI*0880Q June 1,2011 R.L.Alia 107 Williams Ave S Renton,WA 98057 RE: Unit price adjustment for decreased quantities David, The Bid Item 22,Vehicle loop induction detector quantity was decreased from 9 EA to 3 EA or 66%. Due to the decrease and inefficiency of man power and equipment involved to install 3 loops for only$1,500,MT Electric Requests an increase in Unit cost of 33% to$750 EA.Net result is still a 50%decrease in total cost for the bid item. Also the roadway suffers less saw cuts to its surface. We feel that this is an agreeable equitable adjustment. Original 9 EA @ 500 =$4500 T. Decreased 3 EA @ 500 =$1500 T. Adjusted 3 EA @ 750 =$2250 T. Please let us know if this is acceptable.Even at this price we are not covering our real costs for 24MH plus equipment. Sincerely, Tom Judge 45554 SE North Bend Way,North Bend,WA 98045 425.888.5143-ph 425.888.5148-fx