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ESTIMATE NO. 2R
<br />21ST AVENUE
<br />STREET AND STORM SEWER IMPROVEMENTS
<br />CITY OF LINO LAKES, MINNESOTA
<br />TKDA COMMISSION NO. 12688-01
<br />ITEM
<br />NO. DESCRIPTION
<br />DIVISION 1- STORM SEWER CONSTRUCTION
<br />1 15" RC PIPE SEWER, CLASS 5, DESIGN 3008 LF 920 97.0 $ 26.00 $
<br />2 18" RC PIPE SEWER, CLASS 5, DESIGN 3006 Z522.00
<br />3 24" RC PIPE SEWER, CLASS 3, DESIGN 3006 LF 284.0 284.0 $ 28.00 $ 4,788.00
<br />4 15" RC PIPE APRON WITH TRASH GUARD LF 284.0 284.0 $ 16.00 $ 9,658.00
<br />5 24" RC PIPE APRON WITH TRASH GUARD 1.0 1.0 $ 718.00 $ 718.00
<br />1'0
<br />8 CONSTRUCT CATCH BASIN - TYPE 402 1.0 $ 1,370.00 $ 1,370.00
<br />7 CONSTRUCT 48 " DIAMETER CATCH BASIN MANHOLE - TYPE 406 EA 20 2.0 $ 1,150.00 $ 2,300.00
<br />8 CONSTRUCT 80" DIAMETER CATCH BASIN MANHOLE - TYPE 408 EA 1.0 2.0 $ 1,884.00 $ 3,884.00
<br />1.0 1.0 $ 2,884.00 $ 2,884.00
<br />PERIOD ENDING: December 9, 2003
<br />CONTRACT QUANTITY UNIT AMOUNT
<br />UNIT QUANTITY TO DATE PRICE TO DATE
<br />9 CONSTRUCT 48" DIAMETER STORM SEWER MANHOLE -
<br />TYPE 409
<br />10 RIPRAP CLASS II EA 1.0 1.0 $ 1,648.00 $ 1,648.00
<br />11 RIPRAP CLASS I11 CY 10.0 - $ 85.00 $
<br />12 EXPLORATORY DIGGING CY 20.0 10.0 $ 85.00 $ 850.00
<br />13 POND /DITCH EXCAVATION HRS 4.0 2.0 $ 258.00 $ 51200
<br />14 CRUSHED ROCK 8" DEPTH (TRENCH STABILIZATION) CY 1,010.0 1,040.0 $ 4.58 $ 4,74240
<br />15 INSULATION (4" THICK) ) LF 300.0 - $ 5.00 $ _
<br />SY 150.0 150.0 $ 23.00 $
<br />18 STORM POND NATIVE SEEDING (MN/DOT MD( 25A MODIFIED 450.00
<br />(2581) ACRE 0.3
<br />SUBTOTAL - DIVISION i - $ 2,200.00
<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
<br />3 CLEARING LS 1.0 0.75 $ 1,200.00 $ 900.00 4 GRUBBING TR 10.0 21.0 $ 110.00 $ 2,310.00
<br />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 324.0 837.0 $ 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 350.0 338.0 $ 0.01 $ 3.36
<br />11 AGGREGATE BASE, CLASS 5 (100% CRUSHED) TON
<br />12 TYPE LV AGG. 3 WEARING COURSE (B) LVWE35030B 610.0 3,55.3 $ 10.34 $ 31,303.78
<br />13 TYPE LV AGG. 3 NON - WEARING COURSE (B) (LVNW35030B) TON 605.0 679.65 $ 38.00 .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 . 1,815.0 1,875.0 $ 11.20 $ 18,760.00
<br />16 INSTALL SIGN TYPE C (INCLUDING POST AND ASSEMBLY) EA 1.0
<br />17 PAVEMENT MARKINGS -4" SOLID LINE- WHITE PAINT - $ 180.40 $ -
<br />LF 810
<br />18 TYPE III BARRICADE 810.0 - $ 040 $
<br />19 ADJUST EXISTING VALVE BOX EA 1.0 - $ 250.00 $ -
<br />20 ADJUST EXISTING FRAME AND RING CASTING EA 5.0 5.0 $ 225.00 $ 1,000.00
<br />2.0
<br />21 SILT FENCE, TYPE PRE - ASSEMBLED LF 2.0 300.0 350.0 $ 0.01 $ 500.01 $ 1,003.50
<br />22 SODDING -TYPE SALT RESISTANT 0 $ 3.50
<br />SY
<br />23 SEEDING (INCLUDING SEED MIX 508 OR 60B, FERTILIZER, SY 2,500.0 _ $ g o0 $ -
<br />MULCH, AND DISK ANCHORING ACRE 0.8
<br />24 RELOCATE MAILBOXES $ 1,440.00 $ -
<br />25 4" STREET DRAINTILE WITH GEOTEXTILE SOCK LF 3.0 2 3.0 $ 200.00 $ 616.00
<br />SUBTOTAL - DIVISION II 235.0 529.0 $ 4.00 $ 2,118.00
<br />$ 169,339.28
<br />$ -
<br />$ 38,734.40
<br />SUBTOTAL ESTIMATE NO. 2R
<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 />8 RECONSTRUCT SANITARY MANHOLE EA 1.0 1.0 $ 1,200.00 $ 1,200.00
<br />CHANGE ORDER NO. 1
<br />$ 5,373.75
<br />TOTAL ESTIMATE NO. 2R
<br />$ 208,073.68
<br />$ 213,447.43
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