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ESTIMATE NO. 4 (FINAL)
<br />21ST AVENUE STREET AND STORM SEWER IMPROVEMENTS
<br />CITY OF LINO LAKES, MINNESOTA
<br />TKDA COMMISSION NO. 12688 -01
<br />PERIOD ENDING: December 3, 2004
<br />ITEM CONTRACT QUANTITY UNIT AMOUNT
<br />NO. DESCRIPTION UNIT QUANTITY TO DATE PRICE TO DATE
<br />DIVISION I - STORM SEWER CONSTRUCTION
<br />1 15" RC PIPE SEWER, CLASS 5, DESIGN 3006 LF 92.0 97.0 $ 26.00 $ 2,522.00
<br />2 18" RC PIPE SEWER, CLASS 5, DESIGN 3006 LF 171.0 171.0 $ 28.00 $ 4,788.00
<br />3 24" RC PIPE SEWER, CLASS 3, DESIGN 3006 LF 284.0 284.0 $ 34.00 $ 9,656.00
<br />4 15" RC PIPE APRON WITH TRASH GUARD EA 1.0 1.0 $ 716.00 $ 716.00
<br />5 24" RC PIPE APRON WITH TRASH GUARD EA 1.0 1.0 $ 1,370.00 $ 1,370.00
<br />6 CONSTRUCT CATCH BASIN - TYPE 402 EA 2.0 2.0 $ 1,150.00 $ 2,300.00
<br />7 CONSTRUCT 48" DIAMETER CATCH BASIN MANHOLE - TYPE 406 EA 2.0 2.0 $ 1,648.00 $ 3,296.00
<br />8 CONSTRUCT 60" DIAMETER CATCH BASIN MANHOLE - TYPE 406 EA 1.0 1.0 $ 2,884.00 $ 2,884.00
<br />9 CONSTRUCT 48" DIAMETER STORM SEWER MANHOLE -
<br />TYPE 409 EA 1.0 1.0 $ 1,648.00 $ 1,648.00
<br />10 RIPRAP CLASS II CY 10.0 $ 85.00 $
<br />11 RIPRAP CLASS III CY 20.0 10.0 $ 85.00 $ 850.00
<br />12 EXPLORATORY DIGGING HRS 4.0 2.0 $ 256.00 $ 512.00
<br />13 POND /DITCH EXCAVATION CY 1,010.0 1,040.0 $ 4.56 $ 4,742.40
<br />14 CRUSHED ROCK 6" DEPTH (TRENCH STABILIZATION) LF 300.0 - $ 5.00 $
<br />15 INSULATION (4" THICK) SY 150.0 150.0 $ 23.00 $ 3,450.00
<br />16 STORM POND NATIVE SEEDING (MN /DOT MIX 25A MODIFIED [2581) ACRE 0.3 0.3 $ 2,200.00 $ 660.00
<br />SUBTOTAL - DIVISION I $ 39,394.40
<br />DIVISION 11- STREET CONSTRUCTION AND RESTORATION
<br />1 MOBILIZATION LS 1.0 1.0 $ 7,500.00 $ 7,500.00
<br />2 TRAFFIC CONTROL LS 1.0 0.75 $ 1,200.00 $ 900.00
<br />3 CLEARING TR 10.0 21.0 $ 110.00 $ 2,310.00
<br />4 GRUBBING TR 10.0 16.0 $ 110.00 $ 1,760.00
<br />5 REMOVE CONCRETE CURB AND GUTTER (ALL TYPES) LF 131.0 141.0 $ 2.00 $ 282.00
<br />6 REMOVE BITUMINOUS PAVEMENT (ALL DEPTHS) SY 3,068.0 3,068.0 $ 1.25 $ 3,835.00
<br />7 SAWCUT BITUMINOUS PAVEMENT (FULL DEPTH) LF 324.0 637.0 $ 3.00 $ 1,911.00
<br />8 COMMON EXCAVATION (P) CY 6,510.0 6,510.0 $ 3.78 $ 24,607.80
<br />9 SELECT GRANULAR BORROW (CV) (P) CY 3,450.0 3,450.0 $ 11.30 $ 38,985.00
<br />10 TOPSOIL BORROW (LV) CY 350.0 336.0 $ 0.01 $ 3.36
<br />11 AGGREGATE BASE, CLASS 5 (100% CRUSHED) TON 2,800.0 2,800.0 $ 10.34 $ 28,952.00
<br />12 TYPE LV AGG. 3 WEARING COURSE (B) (LVWE35030B) TON 610.0 568.22 $ 38.00 $ 21,592.36
<br />13 TYPE LV AGG. 3 NON - WEARING COURSE (8) (LVNW35030B) TON 605.0 605.00 $ 37.60 $ 22,748.00
<br />14 BITUMINOUS MATERIAL FOR TACK COAT GAL 250.0 450.0 $ 1.50 $ 675.00
<br />15 B618 CONCRETE CURB AND GUTTER LF 1,615.0 1,675.0 $ 11.20 $ 18,760.00
<br />16 INSTALL SIGN TYPE C (INCLUDING POST AND ASSEMBLY) - COUNTY EA 1.0 - $ 180.00 $
<br />17 PAVEMENT MARKINGS - 4" SOLID LINE - WHITE PAINT - COUNTY LF 810.0 - $ 0.40 $
<br />18 TYPE III BARRICADE EA 1.0 1.0 $ 250.00 $ 250.00
<br />19 ADJUST EXISTING VALVE BOX EA 5.0 5.0 $ 225.00 $ 1,125.00
<br />20 ADJUST EXISTING FRAME AND RING CASTING EA 2.0 2.0 $ 500.00 $ 1,000.00
<br />21 SILT FENCE, TYPE PRE - ASSEMBLED LF 300.0 350.0 $ 0.01 $ 3.50
<br />22 SODDING - TYPE SALT RESISTANT SY 2,500.0 2,474.0 $ 3.00 $ 7,422.00
<br />23 SEEDING (INCLUDING SEED MIX 50B OR 60B, FERTILIZER, MULCH, AND
<br />DISK ANCHORING ACRE 0.8 0.8 $ 1,440.00 $ 1,152.00
<br />24 RELOCATE MAILBOXES EA 3.0 3.0 $ 200.00 $ 600.00
<br />25 4" STREET DRAINTILE WITH GEOTEXTILE SOCK LF 235.0 235.0 $ 4.00 $ 940.00
<br />SUBTOTAL - DIVISION 11 $ 187,314.02
<br />SUBTOTAL ESTIMATE NO. 4 (FINAL) $ 226,708.42
<br />CHANGE ORDER NO.1
<br />1 REMOVE EXISTING STORM SEWER PIPE (15" CMP) LF 185.0 185.0 $ 12.00 $ 2,220.00
<br />2 INSTALL 18" CPP PIPE LF 27.0 27.0 $ 24.00 $ 648.00
<br />3 15" CPP PIPE BEND (22 DEGREES) EA 1.0 1.0 $ 150.00 $ 150.00
<br />4 HIGH EARLY CONCRETE FOR CURB & GUTTER LF 1,675.0 1,675.0 $ 0.39 $ 653.25
<br />5 SINGLE POLY SHEET FOR CONCRETE CURB & GUTTER LF 1,675.0 1,675.0 $ 0.30 $ 502.50
<br />6 RECONSTRUCT SANITARY MANHOLE EA 1.0 1.0 $ 1,200.00 $ 1,200.00
<br />CHANGE ORDER NO. 1 $ 5,373.75
<br />CHANGE ORDER NO. 2
<br />1 FURNISH AND INSTALL ADDITIONAL CLASS 5 AGGREGATE BASE TON 935.0 935.0 $ 10.34 $ 9,667.90
<br />2 FURNISH AND INSTALL ADDITIONAL TYPE LV AGG. 3 NON - WEARING
<br />COURSE TON 74.55 74.55 $ 37.60 $ 2,803.08
<br />3 FURNISH AND INSTALL ADDITIONAL 4" DRAINTILE LF 294.0 294.0 $ 4.00 $ 1,176.00
<br />CHANGE ORDER NO. 2 $ 13,646.98
<br />TOTAL ESTIMATE NO. 4 (FINAL) $ 245,729.15
<br />-34-
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