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ESTIMATE P40. 4 <br />HOLLY DRIVE IMPROVEMENTS <br />CITY OF UNO LAKES, MINNESOTA <br />COMMISSION NO. 12623 -02 <br />PERIOD ENDING: November 30, 2004 <br />REM MN/DOT CONTRACT OUANTTTY UNIT AMOUNT <br />NO. 140. DESCRIPTION UNIT QUANTITY TO DATE PRICE TO DATE <br />67 2531.818 TRUNCATED DOME SF 258.0 - $ 12.00 $ - <br />68 2540.602 MAIL BOX SUPPORT EA 5.0 4.0 $ 95.00 $ 380.00 <br />69 2563.801 TRAFFIC CONTROL LS 1.0 0.75 $ 2,500.00 $ 1,875.00 <br />70 2564.531 SIGN PANELS TYPE C (F&I) SF 94.0 - $ 21.00 1 <br />71 2564.531 SKIN PANELS TYPE D (F8J) SF 17.0 - S 30.00 $ <br />72 2564.536 INSTALL SALVAGED SIGN (INCL POST & ASSEMBLY) EA 11.0 6.0 $ 100.00 $ 500.00 <br />73 2564.503 PVMT MARK 24" STOP LINE WHITE, POLY PREFORMED LF 142.0 - $ 1525 $ <br />74 2584.603 PVMT MARK 4' DOUBLE SOUD UNE YELLOW, PAINT LF 3,900.0 - $ 0.35 1 <br />75 2564.618 ZEBRA CROSSWALK WHITE, POLY PREFORMED SF 288.0 - $ 14.00 $ <br />78 2571.502 DECIDUOUS TREE (2" CAL, BBB) (HACKBERRY) TR 30.0 - $ 285.00 1 <br />77 2571.502 DECIDUOUS TREE (2" CAL, B&B) (RED OAK) TR 30.0 - $ 285.00 1 <br />78 2571.502 DECIDUOUS TREE (2" CAL, B&B) (SUGAR MAPLE) TR 30.0 - 1 265.00 $ <br />79 2573.502 SILT FENCE, TYPE PREASSEMBLED LF 4,360.0 3,635.0 $ 2.25 $ 8,178.76 <br />80 2573.602 STORM SEWER INLET PROTECTION EA 28.0 - $ 110.00 $ <br />81 2573.802 HAY BALE DITCH CHECK LF 90.0 • $ 625 $ <br />82 2575.505 SODDING TYPE SALT RESISTANT SY 11,490.0 $ 2.35 I) <br />83 2575.504 EROSION CONTROL BLANKET, CATEGORY 1 (VMOOD FIBER <br />BLANKET) SY 3,809.0 8,680.0 1 1.80 1 10,688.00 <br />84 2675.605 SEEDING (1NCL SEED MIX 508 OR 608, FERTIUZER. MULCH & <br />DISC ANCHORING) <br />SUBTOTAL ESTIMATE NO.3 <br />CHANGE ORDER NO. 1 <br />1 COI ADD WATERMAIN (CASSIOPEIA COURT TO HOLLY COURT) <br />CONNECT TO EXISTING WATERMAIN <br />HYDRANT <br />r GATE VALVE AND BOX <br />r GATE VALVE AND BOX <br />r WATERMAIN DUCTILE IRON Cl 52 <br />r WATERMAIN DUCTILE IRON CL 52 <br />DUCTILE IRON FITTINGS <br />ACRE <br />Gggi��T <br />3.000.00 s <br />$ 683,01037 <br />1.0 - $ 1,060.00 $ <br />2.0 - $ 2,100.00 1 <br />2.0 ti 500.00 $ <br />3.0 2.0 $ 860.00 $ 1,700.00 <br />50.0 - 1 62.00 $ <br />1,330.0 1,338.0 $ 27.00 $ 38,128.00 <br />749.0 $ 1.30 1 <br />SUBTOTAL ITEM NO. 1 <br />$ 37,826.00 <br />2 . C01 MINERAL POINT CONNECTION <br />SAWCUT BITUMINOUS PAVEMENT (FULL DEPTH) LF 194.0 1 3.85 $ <br />RBAOVE BRUMINOUS PAVEMENT (STREET) SY 280.0 - 1 9.45 $ <br />AGGREGATE BASE, CLASS 5 TN 48.6 - $ 0.10 1 <br />TYPE LV4 WEARING COURSE TN 25.1 $ 40.25 $ <br />TYPE LV4 NON - WEARING COURSE TN 33.5 - $ 39.25 $ <br />BITUMINOUS MATERIAL FOR TACK COAT GAL 14.0 - $ 1.50 1 <br />CONNECT TO EXISTING WATERMAIN EA 1.0 - 1 1,050.00 1 <br />r WATERMAIN DUCTILE IRON CL 52 LF 180.0 - 1 27.00 $ <br />SUBTOTAL RBA NO. 2 $ <br />SUBTOTAL CHANGE ORDER 140. 1 37,825-00 <br />CHANGE ORDER NO.2 <br />1 CO2 ADO WATERMAIN AND STORM SEWER ADJUSTMENTS: <br />CONSTRUCT WEIR AT 12THMOLLY LS 1.0 1.0 $ 1,125.00 $ 1,125.00 <br />ADJUST 96' DIA STRUCTURES AND OUTFALLS LS 1.0 1.0 $ 2,954.50 $ 2,954.50 <br />ADDITIONAL DEPTH 96' DIA STRUCTURES LF 10.3 10.3 $ 324.00 $ 3,33720 <br />WATERMWN TIE-414 S. TRAPPERSIIINERAL PT HR 6.0 6.0 $ 450.00 $ 2,700.00 <br />4' DRAIN TILE/CONN TO CB AT CASSIOPEIA CT LS 1.0 1.0 $ 950.00 1 950.00 <br />SUBTOTAL CHANGE ORDER NO.2 1 11,011.70 <br />TOTAL ESTIMATE NO.4 $ 631,903.17 <br />