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ESTIMATE NO. 2R
<br />21ST AVENUE
<br />STREET AND STORM SEWER IMPROVEMENTS
<br />CITY OF UNO LAKES, MINNESOTA
<br />TKDA COMMISSION NO. 12888-01
<br />PERIOD ENDING: December 9
<br />ITEM CONTRACT QUANTITY UNIT AMOUNT
<br />NO. DESCRIPTION UNIT QUANTITY TO DATE PRICE TO DATE
<br />DMSION 1 • STORM SEWER CONSTRUCTION
<br />1 15" RC PIPE SEWER, CLASS 5, DESIGN 3008 LF 92.0 97.0 $ 28.00 $ 2,52200
<br />2 18' RC PIPE SEWER, CLASS 5, DESIGN 3008 LF 171.0 171.0 $ 28.00 $ 4,786.00
<br />3 24' RC PIPE SEWER, CLASS 3, DESIGN 3008 LF 284.0. 284.0 $ 34.00 $ 9,858.00
<br />4 15" RC PIPE APRON WITH TRASH GUARD EA 1.0 1.0 $ 718.00 $ 718.00
<br />5 24" RC PIPE APRON WITH TRASH GUARD EA 1.0 1.0 $ 1,370.00 $ 1,370.00
<br />8 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 $ 3,298,00
<br />8 CONSTRUCT 60" DIAMETER CATCH BASIN MANHOLE - TYPE 408 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 $ 1,848.00
<br />10 RIPRAP CLASS II CY 10.0 - $ 85.00 $ -
<br />11 RIPRAP CLASS III CY 20.0 10.0 $ 8540 $ 850.00
<br />12 EXPLORATORY DIGGING HRS 4.0 2.0 $ 258.00 $ 512.00
<br />13 POND/DITCH EXCAVATION CY 1,010.0 1,040.0 $ 4.58 $ 4,74240
<br />14 CRUSHED ROCK 8' DEPTH (TRENCH STABILIZATION) LF 300.0 - $ 5.00 $ -
<br />15 INSULATION (4" THICK) SY 150.0 150.0 $ 23.00 $ 3,450.00
<br />18 STORM POND NATIVE SEEDING (MN/DOT MIC 25A MODIFIED
<br />PLBD ACRE 0.3 - $ 2,200.00 $
<br />SUBTOTAL • DIVISION 1 $ 38,734.40
<br />DIVISION 0 -STREET CONSTRUCTION AND RESTORATION
<br />1 MOBIUZATION LS 1.0 1.0 $ 7,600.00 $ 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 18.0 $ 110.00 $ 1,760.00
<br />5 REMOVE CONCRETE CURB AND GUTTER (ALL TYPES) LF 131.0 141.0 $ 2.00 $ 282.00
<br />8 REMOVE BITUMINOUS PAVEMENT (ALL DEPTHS) SY 3,068.0 3,068.0 $ 125 $ 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 $ 24,807.80
<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
<br />2,800.0 3,550.0 $ 10.34 $ 36,707.00
<br />12 TYPE LV AGG. 3 WEARING COURSE (B) (LVWE3603OB) TON 610.0 34.31 $ 38.00 $ 1,303.78
<br />13 TYPE LV AGG. 3 NON WEARING COURSE (8) (LVNW35030B) TON 605.0 879.65 $ 37.60 $ 25,554.84
<br />14 BITUMINOUS MATERIAL FOR TACK COAT GAL 250.0 50.0 $ 1.50 $ 75.00
<br />15 8618 CONCRETE CURB AND GUTTER LF • 1,615.0 1,875.0 $ 11,20 $ 18,760.00
<br />18 ' INSTALL SIGN TYPE C (INCLUDING POST AND ASSEMBLY) EA 1.0 - $ 180.00 $
<br />-
<br />17 PAVEMENT MARKINGS -4" SOUD UNE- WH17E PAINT LF 810,0 - $ 0,40 $ -
<br />18 TYPE IB BARRICADE EA 1.019 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 $ 3.00 $ - .
<br />23 SEEDING (INCLUDING SEED MIX 50B OR BOB, FERTILIZER
<br />MULCH, AND DISK ANCHORING ACRE
<br />24 RELOCATE MAILBOXES EA
<br />25 4- STREET DRAINTILE WITH GEOTIXCTILE SOCK LF
<br />SUBTOTAL -DMSION I
<br />SUBTOTAL ESTIMATE NO. 2R
<br />CHANGE ORDER N0.1
<br />1 REMOVE EXISTING STORM SEWER PIPE (15" CMP)
<br />2 INSTALL 18" CPP PIPE
<br />3 15" CPP PIPE BEND (22 DEGREES)
<br />4 HIGH EARLY CONCRETE FOR CURB & GUTTER
<br />5 SINGLE POLY SHEET. FOR CONCRETE CURB & GUTTER
<br />6 RECONSTRUCT SANITARY MANHOLE
<br />CHANGE ORDER NO. 1
<br />0.8
<br />3.0
<br />235.0
<br />$
<br />3.0 $
<br />529.0 $
<br />1,440.00 $ -
<br />200,00 $ 800.00
<br />4,00 $ 2,116.00
<br />$ 169,339.28
<br />0'
<br />LF 185.0 186.0 $ 12.00 $ 2,220.00
<br />LF 27.0 27.0 $ 24.00 $ 648.00
<br />EA 1.0 1.0 $ 150.00 $ 150.00
<br />LF 1,075.0 1,875.0 $ 0.39 $ 853.25
<br />LF 1,875.0 1,675.0 $ 0.30 $ 502.50
<br />EA 1,0 1.0 $ 1,200.00 $ 1,200.00
<br />5,373.75
<br />
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