Laserfiche WebLink
<br />STREET NAME BEGIN LOCATION END LOCATION LENGTH WIDTH AREA <br />HOPKINS WAY INDEPENDENCE DR. LIVINGSTON PL 690 33 22770 <br />LIVINGTON WAY HOPKINS WAY END 775 25 19375 <br />L1VINGTON PL HOPKINS WAY END 581 25 14525 <br />MIDDLETON PL L1VINGTON WAY END 635 33 23157 <br />BRAXTON PL L1VINGTON WY END 560 25 14000 <br />CRYSTAL CT LAPIS LN END 294 33 11904 <br />SAUTERNE WAY VINEYARD AVE. CHARDONAY DR 140 37 5180 <br /> <br />(*) Slurry sealing number liane, north bound direction only, for Valley Avenue. <br /> <br />The project originally identifIed 34 street segments to be slurry sealed. During the <br />construction of the project, however, it was determined that a mathematical error occurred in <br />the determination of the area of Tanglewood Court. The contract was based on 120,781 <br />square feet, but Tanglewood Court is only 12,781 square feet in area. This provided an <br />additional 100,000 square feet of slurry seal treatment available in the contract, <br /> <br />During construction, staff received a number of calls from residents on nearby streets <br />inquiring why their street was not being treated. After further evaluation of the condition of <br />those streets, an additional nine street segments were added to the project, resulting in an <br />additional treated area of approximately 180,994 square feet. <br /> <br />Although there was some savings in the reduced area of Tanglewood Court as described <br />above, the net result was the addition of approximately 81,000 square feet of slurry seal <br />treatment, increasing the total contract price as described above. <br /> <br />BUDGET <br /> <br />The fmal project funding and expenditures are presented below. The project was authorized <br />in the FY 2003/2004 budget. <br /> <br />Funding (Previously authorized by City Council) <br />CIP No. 035004, (Annual Slurry Sealing) <br />CIP No. 035003 (Annual Resurfacing) <br />Total Funding: <br /> <br />$120,000.00 <br />$20,000.00 <br />$140,000,00 <br /> <br />Expenditures <br />Construction Bid <br />Change Order <br />Total Estimated Expenditures: <br /> <br />$123,994.20 <br />$19,716.75 <br />$143,710,95 <br /> <br />The total change order work, in the amount of $19,716,75 (15.90%), was over the 10% <br />contingency limit of $12,399.42. This additional increase of $7,317.33 was a result of: 1) <br />Additional cost to change type II black aggregate to type I Black aggregate as a pilot test for <br />SR:05:278 <br />Page 3 of 4 <br />