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<br />COMPENSATING CHANGE ORDER NO. 3A PERIOO ENDING: December 3, 2004
<br />21$T AVENUE STREET AND STORM SEWER iMPROVEMENTS
<br />CITY OF UNO lAKES, MINNESOTA
<br />TKOA COMMISSION NO. 1268e.D1
<br />ITEM CONTRACT QUANTITY UNIT AMOUNT NET CONTRACT
<br />NO. DESCRIPTION UNIT QUANTITY TO DATE PRICE TO DATE CHANGE AMOUNT
<br /> DIVISION I-STORM SEWER CONSTRUCTION
<br />1 15" RC PIPE SEWER, CLASS 5, OeslGN 3006 LF 9~0 97.0 $ 26.00 $ 2,522.00 $ 1SO.00 $ 2,392.00
<br />2 1S. RC PIPE SEWER, CLASS 5, DesiGN 3006 LF 171.0 171,0 $ 28.00 $ 4,788.00 $ $ 4,788,00
<br />3 24" RC PIPE SEWER, ClASS 3, DESIGN 3006 LF 284.0 284.0 $ 34.00 $ 9,656.00 $ $ 9,656.00
<br />4 15" RC PIPE APRON WITH TRASH GUARD EA 1.0 1.0 S 716.00 $ 716.00 $ $ 718.00
<br />5 24" RC .PIPE APRON WITH TRASH GUARD EA 1.0 1.0 $ 1,370.00 $ 1,370.00 $ $ 1,370.00
<br />. CONSTRUCT CATCH 8ASIN - TYPE 402 EA ~O ~D $ 1,150.00 $ 2,300.00 $ $ 2,300,00
<br />7 CONSTRUCT 48- DIAMETER CATCH BASIN MANHOLE - TYPE 406 EA ~O 2.0 $ 1,648.00 $ 3,296.00 $ $ 3,296.00
<br />. CONSTRUCT 60" DIAMETER CATCH BASIN MANHOLE - TYPE 406 EA 1.0 1.0 $ 2,884.00 $ 2,884.00 $ $ 2,884.00
<br />. CONsTRUCT 48. DIAMETER STORM SewER MANHOLE-
<br /> TYPE 409 EA 1.0 1.0 $ 1,648.00 $ 1,648.00 $ $ 1,648.00
<br />10 RIPRAP CLASS II CY 10.0 $ 85.00 $ $ (850.00) $ 850.00
<br />11 RIPRAP CLASS III CY 20.0 11.0 $ 85,00 $ 935.00 $ (765.00) $ 1,700.00
<br />12 EXPlORATORY DIGGING HRS 4.0 200 $ 256.00 $ 512.00 $ (512.00) $ 1,024.00
<br />13 PONDlOlTCH EXCAVATION CY 1,010.0 1,040.0 $ 4.56 $ 4,742.40 $ 136,80 $ 4,605.60
<br />14 CRUSHED ROCK 6" DEPTH (1RENCH STABILIZATION) LF 300.0 100.0 $ 5.00 $ 500.00 . $ (1,000.00) $ 1,500.00
<br />15 INSULATION (4" THICK} SY 150.0 150.0 $ 23.00 $ 3,450,00 $ $ 3,450.00
<br />I. STORM POND NATIVE SEEDING (MNlDOT MIX 25A MODIFIED [25B]) ACRE 0.3 0.3 $ 2,200.00 $ 660.00 $ S 660.00
<br /> SUBTOTAL-DIVISION I $ 39,979.40 $ (2,850.20) $ 42,839.60
<br /> DMStoN 11- STR.EET CONSTRUCTION AND RESTORATION
<br />1 MOBILIZATION LS 1.0 1.0 $ 7,500.00 $ 7,500.00 $ $ 7,500.00
<br />2 TRAFFIC CONTROl LS 1.0 1.00 $ 1,200.00 $ 1,200.00 $ $ 1,200.00
<br />3 CLEARING TR 10.0 21.0 S 110.00 $ 2,310.00 $ 1,210.00 S 1,100.00
<br />4 GRUBBING TR 10.0 16.0 $ 110.00 $ 1,760.00 $ 660.00 $ 1,100.00
<br />5 REMOVE CONCRETE CURB AND GUTTER (ALL TYPES) LF 131.0 141.0 $ 2.00 $ 282.00 $ ZO.OO $ 252.00
<br />. REMOVE BITUMINOUS PAVEMENT (ALL DEPTHS) SY 3,068.0 3,068.0 $ 1.25 S 3,835.00 $ S 3,835,00
<br />7 SAWCUT BITUMINOUS PAVEMENT (FULL DEPTH) LF 324.0 637.0 $ 3.00 $ 1,911.00 $ 939.00 S 972..00
<br />8 COMMON EXCAVATION (P) CY 6,510.0 8,510.0 $ 3.78 $ 24,601.80 S S 24,607.80
<br />. SELECT GRANULAR BORROW (CV) (P) CY 3,450.0 3,450.0 $ 11.30 $ 38,985.00 $ S 38,985.00
<br />10 TOPSOIL BORROW (LV) CY 350.0 338.0 $ 0.01 S 3.36 $ (0.14) S 3.50
<br />11 AGGREGATE BASE, ClASS 5 (100% CRUSHED) TON 2,800.0 2,800.0 $ 10.34 $ 28,952.00 $ S 28,95200
<br />12 TYPE LV AGG. 3 WEARING COURSE (B) (LVWE3503OB) TON 610.0 568.22 $ 38.00 $ 21,592.38 S (1,587.64) S 23,180.00
<br />13 lYPf;. LV AGG. 3 NON-WEARING COURSE (8) (LVNW35030B) TON 605.0 605.00 $ 37.60 $ 22,748.00 $ $ 22,748.00
<br />14 BITUMINOUS MATERIAl FOR TACK COAT GAL 250.0 450,0 $ 1.50 $ 675.00 $ 300.00 S 375.00
<br />I. 8618 CONCRETE CURB AND GUTTER CF 1,615.0 1,875.0 S 11.20 $ 18,760.00 $ 672.00 S 18,088.00
<br />18 INSTAll. SIGN TYPE C (INCLUDING POST AND ASSEMBLY) - COUNTY EA 1.0 $ 180.00 $ $ (150.00) $ 160.00
<br />17 PAVEMENT MARKINGS - 4" SOLIO LINE - WHITE PAINT - COUNTY LF 810.0 $ 0.40 $ $ (324.00) S 324.00
<br />,. TYPE III BARRICADE EA 1.0 1.0 S 250.00 $ 250.00 $ S 250.00
<br />I. ADJUST EXISTING VALVE BOX EA 5.0 5.0 S 2.25.00 $ 1,125.00 $ S 1,125.00
<br />20 ADJUST EXISTING FRAME AND RING CASTING EA 2.0 2.0 $ 500.00 $ t ,000.00 S S 1,000.00
<br />21 SILT FENCE, TYPE PRE-ASSEMBLED CF 300.0 350.0 S 0.01 $ 3.50 $ 0.50 $ 3.00
<br />22 SODDING - TYPE SALT RESISTANT BY 2,500.0 2,474.0 $ 3.00 $ 7,422.00 $ (78.00) $ 1,500.00
<br />23 SEEDING (INCLUDING SEED AoflX 50B OR 60B, FERTILIZER, MULCH,
<br /> AND DISK ANCHORING ACRE 0.8 O. $ 1,440.00 $ 1.152.00 S $ 1,152.00
<br />24 RELOCATE MAILBOXES EA 3.0 3.0 S 200.00 $ 600,00 S $ 600.00
<br />25 4- STREET DRAINTILE WITH GEOTEXTILE SOCK LF 235.0 235.0 $ 4.00 S 940.00 S S 940.00
<br /> SUBTOTAL - DIVISION II $ 187,614.02 S 1,631.72 S 185,982.30
<br /> SUBTOTAL. COMPENSATING CHANGE ORDER NO, 3 S 227,593.42 S (1,228.48) $ 228,821.90
<br /> CHANGE ORDER NO.1
<br />1 REMOVE EXISTING STORM SEWER PIPE (15- CM?) CF 185.0 185.0 $ 12.00 S 2,220.00 S $ 2,220.00
<br />.2 INSTALL 1S-CPP PIPE CF 27.0 27.0 $ 24.00 $ 648.00 $ $ 648.00
<br />3 15~ CPP PIPE BEND (22 DEGREES) EA 1.0 1.0 $ 150.00 S 150.00 S $ 150.00
<br />4 HIGH EARLY CONCRETE FOR CURB & GUTTER LF 1,675.0 1,675.0 $ 0.39 S 653.25 S S 653.25
<br />5 SINGLE POLY SHEET FOR CONCRETE CURB & GUTTER LF 1,675.0 1,675.0 S 0.30 S 502.50 S $ 502.50
<br />. RECONSTRUCT SANITARY MANHOLE EA 1.0 1.0 S 1,200.00 $ 1,200.00 S $ 1,200.00
<br /> CHANGE ORDER NO.1 $ 5,373.75 $ $ 5,373.75
<br /> CHANGE ORDER NO, Z
<br /> FURNISH AND INSTALL ADDITIONAL ClASS 5 AGGREGATE BASE TON 935.0 935.0 $ 10.34 S 9,667.90 $ S 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 $ $ 2,803.08
<br />3 FURNISH AND INSTALL ADDlTIONAl4- DRAINT1LE CF 294.0 370.0 S 4.00 S 1,480.00 $ 304.00 $ 1,176.00
<br /> CHANGE ORDER NO. Z S 13,950.98 $ 304.00 S 13,646.98
<br /> TOTAl COMPENSATING CHANGE ORDER NO. 3A $ 246,91&.15 S (924,48) $ 247,842.63
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