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ESTIMATE NO. 3 FINAL <br />006 BIRCH STREET TRAIL <br />.ITY OF LINO LAKES, MINNESOTA <br />FKDA PROJECT NO. 13633.003 <br />ITEM <br />NO. <br />1 <br />2 <br />3 <br />4 <br />5 <br />6 <br />7 <br />8 <br />9 <br />10 <br />DESCRIPTION <br />2006 BIRCH STREET TRAIL <br />MOBILIZATION <br />REMOVE (MILL) BITUMINOUS SURFACING (2' WIDTH) <br />REMOVE EXISTING 15" CMP CULVERT <br />REMOVE AND REINSTALL SALVAGED SIGNS <br />COMMON EXCAVATION (P) <br />SUBGRADE EXCAVATION <br />SELECT GRANULAR BORROW (CV) <br />IMPORTED TOPSOIL BORROW (LV) <br />AGGREGATE BASE, CLASS 5 FOR TRAIL/DRIVEWAY (100% <br />CRUSHED) <br />PERIOD ENDING: November 30, 2006 <br />CONTRACT QUANTITY UNIT <br />UNIT QUANTITY TO DATE PRICE <br />AMOUNT <br />TO DATE <br />TYPE LV 4 WEARING COURSE MIXTURE FOR TRAIL/DRIVEWAY <br />11 MODULAR BLOCK RETAINING WALL <br />12 15" RC PIPE APRON <br />13 18" RC PIPE APRON <br />14 18" CS METAL APRON <br />15 15" RC PIPE SEWER, DESIGN 3006 CLASS V <br />16 18" RC PIPE SEWER, DESIGN 3006 CLASS V <br />17 18" CS PIPE SEWER <br />18 CONSTRUCT MANHOLE, TYPE 403 <br />19 ADJUST FRAME AND RING CASTING (CB OR MH) <br />0 ADJUST GATE VALVE BOX <br />21 RANDOM RIPRAP CLASS 11I <br />22 4" CONCRETE WALK (PED RAMPS) <br />23 TRUNCATED DOME (PED RAMPS) <br />24 REMOVE AND REINSTALL EXISTING CHAIN LINK FENCE <br />25 6' CHAIN LINK FENCE <br />26 FURNISH AND INSTALL REMOVABLE BOLLARD <br />27 TRAFFIC CONTROL <br />28 ZEBRA CROSSWALK WHITE, PAINT <br />29 SILT FENCE, TYPE PREASSEMBLED <br />30 HAY BALE DITCH CHECK <br />31 SODDING TYPE SALT RESISTANT <br />32 TRENCH FRAME W/ GRATED COVER (R- 4996 -A1) <br />33 4" D.I.P. CLASS 52 (STORM SEWER) <br />34 CONNECT TO EXIST. 12" RC PIPE <br />35 BERM GRADING <br />LS 1.0 '1.0 $ 7,000.00 $ <br />LF 250.0 103.0 $ 10.00 $ <br />LS 1.0 1.0 $ 330.00 $ <br />EA 4.0 4.0 $ 200.00 $ <br />CY 720.0 720.0 $ 14.00 $ <br />CY 150.0 150.0 $ 14.00 $ <br />CY 300.0 290.0 $ 12.50 $ <br />CY 665.0 572.0 $ 16.00 $ <br />7,000.00 <br />1,030.00 <br />330.00 <br />800.00 <br />10,080.00 <br />2,100.0( <br />3,625.00 <br />9,152.00 <br />TN 1,160.0 881.4 $ 17.00 $ 14,983.80 <br />TN 260.0 230.2 $ 68.00 $ <br />SF 500.0 130.0 $ 29.00 $ <br />EA 2.0 2.0 $ 560.00 $ <br />EA 1.0 1.0 $ 630.00 $ <br />EA 1.0 1.0 $ 350.00 $ <br />LF 12.0 16.0 $ 69.00 $ <br />LF 16.0 32.0 $ 72.00 $ <br />LF 85.0 146.0 $ 30.00 $ <br />EA 1.0 1.0 $ 2,200.00 $ <br />EA 1.0 - $ 550.00 $ <br />EA 2.0 7.0 $ 300.00 $ <br />CY 10.0 10.0 $ 65.00 $ <br />SF 510.0 315.0 $ 9.00 $ <br />SF 80.0 40.0 $ 45.00 $ <br />LS 1.0 1.0 $ 700.00 $ <br />LF 50.0 50.0 $ 45.00 $ <br />EA 1.0 1.0 $ 800.00 $ <br />LS 1.0 1.0 $ 1,800.00 $ <br />SF 270.0 300.0 $ 3.00 $ <br />LF 1,300.0 '1,300.0 $ 2.50 $ <br />LF 150.0 150.0 $ 4.00 $ <br />SY 6,000.0 6,480.0 $ 2.80 $ <br />LF 24.0 24.0 $ 410.00 $ <br />LF 40.0 34.0 $ 32.00 $ <br />EA 3.0 3.0 $ 330.00 $ <br />LS 1.0 1.0 $ 2,005.00 $ <br />15,653.60 <br />3,770.00 <br />1,120.00 <br />630.00 <br />350.0C <br />1,104.0C <br />2,304.0C <br />4,380.0( <br />2,200.0( <br />2,100.0( <br />650.0( <br />2,835.01 <br />1,800.01 <br />700.01 <br />2,250.0 <br />800.0 <br />1,800.0 <br />900.0 <br />3,250.0 <br />600.0 <br />18,144.0 <br />9,840.0 <br />1,088.0 <br />990.0 <br />2,005.0 <br />TOTAL ESTIMATE NO. 3 FINAL <br />• <br />$ 130,364.4 <br />