2012-03-14 CC Packet (2) - Laserfiche WebLink

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STATE AID FOR LOCAL TRANSPORTATION June 2008 WORK ORDER FOR MINOR EXTRA WORK Page 1 of 2 County of Anoka Work Order No. 1 FEDERAL PROJECT NO. STATE AID PROJECT NO. LOCAL PROJECT NO. CONTRACT NO. SP 02 090 - 01 2010 - 0601 CONTRACTOR NAME ADDRESS CITY STATE ZIP Veit, Inc. 14000 Veit Place Rogers MN 55374 - 9583 LOCATION OF WORK: TOTAL WORK ORDER AMOUNT Centerville, MN $14,991.16 In accordance with the terms of this Contract, you are hereby authorized and instructed to perform the work as altered by the following provisions. 1. On Segment E: The Engineer directed the Contractor to repair the water service at 7216 Mill Road. This work will be paid by Force Account. 2. On Segment P2: station 19 +50 the Engineer directed the Contractor to install a new 24" CP Pipe and Aprons. This will be paid at negotiated unit prices. 3. On Segment E: The Engineer directed the Contractor to add a new connection to the storm sewer to drain the yard at 7224 Mill Road. This work will be paid by Force Account. 4. On Segment E: the Engineer directed the Contractor to repair the curb stop located at 24 +50. This work will be paid by Force Account. 5. On Segment E: the Engineer directed the Contractor to regrade and re -sod a 13 "x90' area at 7288 Mill Road. This work was done to provide positive drainage and it will be paid by Force Account. 6. At Main Park: the Engineer directed the Contractor to add 4" PVC sleeves under the concrete slab for future electric or water connections. This work will be paid by Force Account. 7. On Segment P1: The retaining wall conflicted with an underground electric service line. Xcel Energy had to relocate the service line away from the retaining wall. While this work was being done, the Contractor completed work on the other segments and de- mobilized from the project. The Engineer has determined that the cost to re- mobilize to complete Segment P1 is extra work. Payment will be made at negotiated unit prices. 8. During the installation of storm sewer on Segment E, the Contractor encountered bad soils. The Engineer authorized the Contractor to implement the Improved Pipe Foundation HDPE Pipe detail on sheet C8.02 of the plans. Payment will be made at negotiated unit prices. 9. On Segment P2 at station 7 +50, the plans called for the salvage and installation of a 24" RC Pipe Apron. The existing apron was in poor condition and was replaced with a new apron. Payment will be made at negotiated unit prices. 10. The Engineer directed the Contractor to install floating silt curtain downstream of Segment L at station 3 +00. It was determined that the creek should be protected from sediment from the culvert and pond work in this area. This work is not expected to become, or affect the Controlling operation. Contract time will not be altered as a result of this work except as provided in Mn /DOT Specification 1806. 19