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Home My WebLink About2006-150 CONT Chg Order - LTM Inc t for rt';l3~',',0 REQUISTION FORM THIS IS A REQUEST FOR A: [X ] Change Order (existing PO#054~ ~?Ii~o Vendor Name: Address: City, State, Zip Phone: Project Title: Project Number: L 1M INCORPORATED PO BOX 1145 MEDFORD OR 97501 CITY OF ASHLAND Date of Request: Required Date of Delivery/Service: 1__ 2004 MISCELLANEOUS CONCRETE PROJECT 200404.120 Services Only Solicitation Process: [ I Exempt [ ) 3 Written Quotes (copies attached) [ I Sole Source [X I Invitation to Bid (copie~ on file) [ I Less than $5000 [ ) Request for Proposal (copies on file) Description 2004 Miscellaneous Concrete project including Downtown Pedestrian Safety Improvements; Sidewalk School Link; Nevada Street LID and Miscellaneous Concrete Repairs. Change Order No.1 for the 2004 Miscellaneous Concrete Project, Itemized below. Change order total: $16,990.71 Dash No. 45101 Extra sidewalk and under structure removal. Dash No. 45102 Costs associated with lighted arrow board for traffic control. Dash No. 45103 Installation of 8 inch storm drain Dash No. 45104 Installation of 4 inch storm drain Dash No. 45105 Utility conflicts at Lithia Way & 1 st Street Dash No. 45106 Installation of 8 inch storm drain at 1st & Lithia Dash No. 45107 Adjustments to irrigation utilities Dash No. 45108 Removal of curb and weepholes Dash No. 45109 Retaining wall installation Account Number Account Number Account Number Total Cost 260.08.12.00.704200 - 57% ($9,684.70) 260.08.35.00.704200 = 31% ($5,182.18) Supervisorl Dept. Head Signature: tha the above request meets WIth Ctiy 01 Ashland Solicitiation Process require e Z ';/TI~ u, Updated on: 10113103 PROJECT ACCOUNTING WORKSHEET CITY OF ASHLAND PROJECT TITLE 2004041 12004 MISCELLANEOUS CONCRETE PROJECT PROJECT NUMBER (YEAR XX) PROJECT DESCRIPTION Miscellaneous concrete involves several projects identified in the Capital Improvement Projects: Nevada Street LID; Downtown Pedestrian Safety; Sidewalk School link and Miscellaneous Sidewalk Improvements. Bids for construction were advertised twice and the final accepted bid was modified to only include the Downtown Pedestrian Safety Imorovements and the Nevada Street LID and some extra sidewalk reoairs. Department Project Manager Department Head BUDGET INFORMATION Identify fiscal year I potential splits Identify Funding Codes and Funding Code names Engineer Name PO COST Public Works Engineering Jim Olson Paula Brown 12004-2005 Engineering Construction 260.08.12.00.704200 - 85% $ 260.08.35.00.704200 - 15% $ $ Thornton Engineering $ 5107 15,850.00 13,472.50 2,377.50 15,850.00 260.08.12.00.704200 $ 260.08.35.00.704200 $ 26008.41.00.704200 $ $ $ CONSTRUCTION .120 contractor name L TM Inc. PO pending budget estimate Nevada Street $ 249,050.50 SDC Street Fees $ 37,357.58 15% LID $ 49,810.10 20% Developer Fees $ 40,000 00 15% Street Fees/Rates $ 124,525.25 50% $ 251,692.93 Downtown Pedestrian Improvements $ 123,269.50 ODOT Grant $ 35,000.00 29% SDC Street Fees $ 70,615.60 57% Street Fees/ Rates $ 17,653.90 14% $ 123,26950 Extra Concrete Work $ 13,017,30 SDC Street Fees $ 10,413.84 80% Street Fees/ Rates $ 2,603.46 20% $ 13,017.30 bid I contract tota I Contingency change order total CONSTRUCTION MANAGEMENT .150 engineer name PO budget estimate bid I contract tota I changes total PERMIT COSTS (Building Dept) .170 budget estimate final costs $ 385,337.30 5% 16,990.71 404,604.17 $ $ ...w ..."1 179,782.61 Street Fees 118,387.02 Transportation SDC 49,810.10 LID Fees 40,000.00 Developer Fees 387,979.73 $ 219,782.61 57% 31% 13% 100% G:Pub.wrks/eng/dept-adminlenglprojectl2004/04-04 Pro; Acct Worksheet 2 06.xls Dash-NulI/berSulI/lI/ltry I of 2 iHiscellaneous Concrete Project Dash-Number Summan' Dash-Number #-15101- Time & Alaterials to remol'e sidewalk and place metal plates over exis/in~ 11/ewl sheetint: L TM uncovered a section of sidewalk, at the intersection ofN. Main and Water St, which had been previously poured on top of metal roofing which has been placed on top of railroad rails. Under this section was an open space that this rail and sheeting combination was supporting the sidewalk over. Pieter and Jim came out and looked at the situation and decided that the easiest and cheapest fix was to remove the existing sheeting and replace with steel plates. After that the new sidewalk could be poured on top of the steel plates. The hole under this area was also backfilled with material removed from the adjacent area. Dash-Number #451302 ~ Arroll'bollrd Rental The project did not include a bid item for an arrowboard for the downtown portion of the project. Jim thought it would be a good idea to include one due to decreased vision clearance in the downtown corridor. DlIsh-iVumber #45103 - Time & Ala/erials to install additional 8-in storm drain Plans showed that a new 12-in storm drain line was to go from a new inlet adjacent to the Washington Mutual driveway on E. Main and travel into E. Main and intersect the existing storm drain. A new manhole was also to be installed at this location. Due to conflicts with the water main in E. Main, there was not enough room for the installation of the manhole or the 12-in pipe. The new storm drain line was rerouted and downsized and taken to a new basin on I sl Street. Dash-Number #4510-1 - Time & iHlIferials to il1stall additional 4-in storm drain Plans showed that a new 12-in storm drain line was to go from a new inlet along Oak Street, on the west side, and travel into E. Main where it was to intersect the existing storm drain. The existing storm drain was not in the location that was sown on the plans but rather approximately IS-ft further into E. Main. It was decided that the inlet could still be install along Oak Street and due to the low volume of water that this basin would gather, two 4-in storm drain pipes under the sidewalk and daylighting along E. Main would work to get rid of the water. There is also some fall around the bumpout to deal with any excess water that is not dealt with. Dash-Number #45105 - Time & ll1aterials to work around existin!! utilities either in conflict or not shown 011 plans Plans showed a 12-in storm drain line running south along the easterly side of 1st Street from Lithia Way to a new curb inlet. During digging multiple utilities were found that were not shown on the plans that were either in conflict and had to be moved or had to be worked around in order to install the new storm drain Ine. Dash-Number #45106 - Time & Materials to ins/all additiol1al 8-il1 storm drain and catch basin An additional catch basin and storm drain line was requested by ODOT after there review of the plans. This catch basin will collect storm water before it reaches the handicap ramp on the southwest comer of 151 Street and Lithia Way. Dash-Number #45] 0 7 - Time & ~ll1ferials to complete ad;ustments at irri~ation diversioll box Plans showed the existing irrigation diversion box on the comer of Helman Street and Nevada Street to be used as the location for a new curb inlet. The existing box was to far away from the face of curb to make this work and had an existing line that needes to be reinstalled into the box, so adjustments were made to both the inlet and the irrigation diversion box to make the system flow the best it could. H:\PROJECTS\04-04 (2004 Miscellaneous Concrete Project)IPaymentslDash-Number Summary - Miscellaneous Concrete Project. doc 8/3/2006 10:32:33 AM I '" '" ~ J f r: ~ "" I;l ~ ~ ~ ~ ~ ~ ~ ~ e; - - - - - - - - - C- o 0 :3 0 s: 0 S :3 :=: :z '" oc 0- "" ~ '" <n '" t"" ~ :;;: '" .. ~ ,~ :;l - C" '~ '" '" 0 '~ ~ 0- J;: 0 w "" '" ,~ 0 G.> " Co I~ ... 0 00 00 --' ... 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'~ 13 ioJ ." v, ..., '~ :; ;3 '~ - ~ '~ ;.. IJ is '~ IJ oc oc ~ 3 v. v, ~ "" ~ -, 0 v, c - oc "" '~ '~ '-" c: =. )> " )> )> I~ )> )> 5" v; 0. :;- 0. 0. 0. 0. 0. g- or ~ ~ g- o. 0 ~ ~ < ~ ~ ~ ~ v; ~ ~ or ~ C ~ ;c ~ ~ - ~ r ~ oc ; oc ci. 9 9 ~ 9 '" ,.;- '" oJ '" v; t:J '" < a a n ~ a 0 R C ~ g ~ ~ ~ 5. :;; "U g- ~ '" ~ 9 ~ ~- g- 2 v; ~. " n: ~ ff ~ ~ ~ oc :; ~ 0. ~ " ~ "" 5. .~ ~ z g v: n: ~ :f ~ [ :z ~ 0 '" ;; ~ :;;: r, - '" r, " rE. r: 7 R ~ g v ~ n ~ 1 ,~ I f r: ~ 2 ~ v: ~ .0 ..., o ... a 0' .... (j :;' ;0 = aQ ", o .... Co ", .... 'lIo -= ...... "" .... J:^ \0 \0 -= ~ ~ .; o t- o -IC ~ :!.. ;;- 11 c ~ n c 5 ~ ::: c a o ~ :r .z c: OJ ~ tr. c: ~ ~ s. Page 1 / 1 ~A' CITY Of ASHLAND 20 E MAIN ST. ASHLAND, OR 97520 (541) 488-5300 DATE 7/1/2006 PO NUMBER 06650 VENDOR: 000100 L TM INC P 0 BOX 1145 MEDFORD, OR 97501 SHIP TO: Ashland Public Works (541) 488-5587 51 WINBURN WAY ASHLAND, OR 97520 FOB Point: Terms: Net 10th of Month Req. Del. Date: 2/16/2006 Speciallnst: Req. No.: Dept.: PUBLIC WORKS Contact: Paula Brown Confirming? No Quantity Unit Description Unit Price Ext. Price THIS IS A REVISED PURCHASE ORDER BLANKET PURCHASE ORDER 2004 Miscellaneous Concrete Project 123,269.50 Approved by Council February 7,2006 Schedule B Downtown Pedestrian Safety Schedule C Nevada Street LID 249,050.50 Extra Work 13,017.30 Processed Chanqe Order 08/31/2006 16,990.71 Chanqe Order No. 1 Per attached details on requisition SUBTOTAL 402 328.01 BILL TO: Account Payable TAX 0.00 20 EAST MAIN ST FREIGHT 0.00 541-552-2028 TOTAL 402,328.01 ASHLAND, OR 97520 Account Number Project Number Amount Account Number Project Number Amount E 260.08.12.00.70420( 200404.120 229326.99 E 260.08.35.00.70420( 200404.120 124,721.70 E 260.08.41.00.70420( 200404.120 48,279.32 ~ ~~ ?/0~ Author.' CI Signature VENDOR COPY