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Adolfson & Peterson Add $ 2,881 Deduct for Alternate #6 which was approved and awarded to A& P in Change order #1. This work will no longer be completed by A& P. Deduct $18,990 Add for the cost of the brick, brick mortar and limestone already purchased from A& P for Alternate #6. These materials will be turned over to Northland Concrete and Masonry for their use in constructing the generator screen wall. Add $ 5,589 Deduct for PR #14 which added some block and brick to the generator screen wall called out in Alternate #6. This work will no longer be completed by A& P. Deduct $ 2,472 Add for additional general conditions since the time to install the masonry exceeded what was shown on the schedule. Add $ 4,500 Add to fire-caulk the top of the wall on the South side of Room 1113 in the PW Building. Add $ 440 Grout the overhead door frames in the Public Works Building. It had been recognized earlier that this work had been missed, and a bid was requested from A& P. A& P Submitted a not-to-exceed amount of $ 8,747, which was included in the budget. The actual cost for this work was $ 4,027. Add $ 4,027 Add toothing-out of block at doorways cut into existing masonry. The demolition contract did not call for this to be done by the demolition contractor, the only way to do this work correctly was to have A& P tooth-out the openings. This amount of $9,787 also included time for infilling around door frame #L112A in the PS Building, as well as patching block around the added steel joists in the PW Building. Add $ 9,787 Steenberg-Watrud Construction Add $ 4,822 Add for additional concrete sidewalk at the South side of the fire station per PR #9. Add $1,495 Add for concrete patching due to the request of the Minnesota Department of Health, as called out in PR #23. Add $ 710 Due to the incorrect placement of the rolling file storage blockouts, VCT had to be added to the areas where the concrete was patched. These areas included Rooms 127, 128 and 142. The total add from the VCT supplier was $ 2,407 installed. Also, due to not providing a recess in the concrete topping for the recessed mats in vestibules, paver tile borders had to be installed to create a recess. The total add from the tile supplier, including the deduct for the called out VCT, was $ 341 installed. Deduct $ 2,748 During the erection of the precast plank, it was discovered that there was a"hump" in the poured concrete wall that had to be removed prior to setting the precast. Since Steenberg was not on site, A& P was asked to do this work. See the extra work order from A& P dated 10/'7/03. The total time was 4 hours for 1 person (4 x$63.03/hour -$252.12). Deduct $ 252