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ESTIMATE NO. 5 (FINAL) <br />BIRCH STREET TRAIL IMPROVEMENTS <br />CITY OF LINO LAKES, MINNESOTA <br />illipTKDA PROJECT NO. 13276.002 <br />PERIOD ENDING: July 27, 2006 <br />EM MN /DOT CONTRACT QUANTITY UNIT AMOUNT <br />NO. NO. DESCRIPTION UNIT QUANTITY TO DATE PRICE TO DATE <br />BIRCH STREET TRAIL IMPROVEMENTS <br />1 2021.501 MOBILIZATION <br />2 2101.502 CLEARING <br />3 2101.507 GRUBBING <br />4 2104.505 REMOVE (MILL) BITUMINOUS SURFACING <br />5 2105.501 COMMON EXCAVATION (P) <br />6 2105.501 DITCH /DETENTION BASIN EXCAVATION (P) <br />7 2105.507 SUBGRADE EXCAVATION <br />8 2105.522 SELECT GRANULAR BORROW (CV) <br />9 2105.525 TOPSOIL BORROW (LV) <br />10 2211.501 AGGREGATE BASE, CLASS 5 FOR TRAIL (100% CRUSHED) <br />11 2350.501 TYPE LV 4 WEARING COURSE MIXTURE FOR TRAIL (C) <br />12 2411.618 MODULAR BLOCK RETAINING WALL <br />13 2501.515 15" RC PIPE APRON W/ TRASH GUARD <br />14 2501.515 24" CS METAL APRON W/ TRASH GUARD <br />15 2503.541 15" RC PIPE SEWER, DESIGN 3006 CLASS V <br />16 2503.541 EXTEND 24" STORM SEWER PIPE <br />17 2506.502 CONSTRUCT 48" DIAMETER MANHOLE, TYPE 406 <br />18 2506.522 ADJUST FRAME AND RING CASTING (CB OR MH) <br />19 2506.522 ADJUST GATE VALVE CASTING <br />20 2511.501 RANDOM RIP RAP CLASS III <br />21 2521.501 4" CONCRETE WALK (PED RAMPS) <br />22 2531.501 CONCRETE CURB AND GUTTER <br />23 2531.618 TRUNCATED DOME <br />24 2557.603 FURNISH AND INSTALL 6' HIGH CHAIN LINK FENCE <br />25 2563.601 TRAFFIC CONTROL <br />• <br />26 2564.618 ZEBRA CROSSWALK WHITE, POLY PREFORMED <br />27 2573.502 SILT FENCE, TYPE PREASSEMBLED <br />28 2573.602 STORM SEWER INLET PROTECTION <br />29 2573.602 HAY BALE DITCH CHECK <br />30 2575.505 SODDING TYPE SALT RESISTANT <br />31 2575.604 EROSION CONTROL BLANKET, CATEGORY 1 (WOOD FIBER <br />BLANKET) ACRE 1.0 0.75 $ 5,000.00 $ 3,750.00 <br />32 2575.605 SEEDING (INCL. SEED MIX 50B OR 60B, FERTILIZER, MULCH & <br />DISC ANCHORING) ACRE 1.0 0.75 $ 1,700.00 $ 1.275.0C <br />• <br />LS 1.0 1.00 $ 6,000.00 $ 6,000.00 <br />TR 25.0 30.0 $ 75.00 $ 2,250.00 <br />TR 25.0 30.0 $ 75.00 $ 2,250.00 <br />LF 90.0 192.0 $ 10.00 $ 1,920.00 <br />CY 1,700.0 1,700.0 $ 10.00 $ 17,000.00 <br />CY 400.0 - $ 9.00 $ <br />CY 300.0 $ 7.00 $ <br />CY 300.0 2.277.0 $ 12.00 $ 27,324.00 <br />CY 300.0 385.0 $ 10.00 $ 3,850.00 <br />TN 3,210.0 1,846.0 $ 13.00 $ 23,998.00 <br />TN 665.0 743.4 $ 50.00 $ 37,167.50 <br />SF 800.0 783.0 $ 19.00 $ 14,877.00 <br />EA 7.0 7.0 $ 1,200.00 $ 8,400.00 <br />EA 2.0 2.0 $ 600.00 $ 1,200.00 <br />LF 100.0 99.0 $ 32.00 $ 3,168.00 <br />LF 12.0 4.0 $ 50.00 $ 200.00 <br />EA 1.0 1.0 $ 2,000.00 $ 2,000.00 <br />EA 1.0 1.0 $ 250.00 $ 250.00 <br />EA 2.0 1.0 $ 100.00 $ 100.00 <br />CY 20.0 14.0 $ 70.00 8 980.00 <br />SF 650.0 526.0 $ 4.00 $ 2,104.00 <br />LF 100.0 $ 17.50 $ <br />SF 136.0 96.0 $ 20.00 $ 1,920.00 <br />LF 100.0 42.0 $ 20.00 $ 840.00 <br />LS 1.0 1.00 $ 2,000.00 $ 2,000.00 <br />SF 450.0 - $ 9.00 $ - <br />LF 5,400.0 5,200.0 $ 1.60 8 8,320.00 <br />EA 6.0 6.0 $ 140.00 $ 840.00 <br />LF 500.0 - $ 2.00 $ <br />SY 5,700.0 6,739.0 $ 2.10 $ 14,151.9C <br />ESTIMATE NO. 5 (FINAL) $ 188,135.4( <br />