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Attachment A <br /> I - <br /> PARTIAL PAY ESTIMATE#3 <br /> FROM:July 2,2013 <br /> TO:August 14,2013 <br /> CONTRACTOR.NORTH VALLEY,;NC. <br /> ADbRESS:20015 Iguana.St.NWNowthr>n,MN 55330 <br /> EN HILLS OWNER:CITY OF ARDEN HILLS <br /> PROJECT;2013 PAVEMENT MANAGEMENT PROJECT <br /> SUBSTANTIAL COMPLETION DATE AMOUNT OF CONTRACT <br /> ORIGINAL'July 3',2013 ORIGINAL:S 723,366.70 <br /> REVISED: REVISED: <br /> ITEM ORIGINAL CONTRACT THIS PERIOD TOTAL TO DATE <br /> NO. I ITEM DESCRIPTION UNI' QTY. UNIT PRICE CITY. TOTAL PRICE CITY. TOTAL PRICE <br /> SCHEDUIL 1.0-STREET iMPROVEMENTS <br /> 1.01 MOBILIZATION LS 1.00 $ 23.;54.17 0.00 g 0.50 3 11,777 09 <br /> 1.02 IREMOVE CONCRETE CURD&GUTTER INCL.SAWCUT LF 255.00 1$ 3.91 125.00 $ 488.75 165.0C _$ 645.15 <br /> 1.03 �RIEMOVE CONCRETE SIDEWALK(INCL.SAWCUT' SY 2.00 $ 26.77 0.00 $ - 0.00 $ - <br /> 1.04 REMOVE CONCRETE DRIVEWAY PAVEMENT(INCL.SAWCU7 SY 54.00 $ 6.96 75.00 $ 522.0.0 75.00 S 522-W <br /> 1.05 REMOVE BITUMINOUS DRIVEWAY PAVEMENT(INCL.SAWC SY 463.00 S 7.33 519,00 $ 3,804.27 519.00 $ 3,604.27 <br /> _ I <br /> i <br /> 1.06 SAWCUT CONCRETE'MISC,REMOVALS LF 50-00 S 7,33 0.00 $ _ 0•D0 <br /> 1.07 SAWCUT BITUMINOUS MISC.REMOVALS LF 5C.00 $ 3,75 86.00 $ 322.50 86.00 $ 322-50 I <br /> 1.06 jBiTUMINCAJS MILL T WIDE1^Y SY 43.00 $ :4.83 _ 0.00 $ - 0.00 <br /> 0<J !COMMON EXCAVATION(P) CY 1,603.00 $ '0,45 2,455.00 $ 25,654.75 2.GS6.00 $ 28,068.70 <br /> 1.10 ISUBGRADE EXCAVATION _ _ CY 500.00 S '634 833.00 $ 13,611.22 2,392.00 $ 39,085.26 <br /> I <br /> 1.11 AGGREGATE BASE^L 7 TON 850.00 $ 0.11 2.265.00 $ 249.15 2,895.00 $ 31 B.45 <br /> 1.12 TOPSOIL BORROW;LV) _ CY 569.0U $ 21.41 67.00 $ 1.434.47 67.00 1,434-47 <br /> 1.13 AGGREGATE GRADING AND CONIPAC'ION1 STA 39.00 S 216,59 39.CO $ 6 447.0. _ 39.00 $ _ 8 447-01 <br /> 1.14 IF37UMINOUS PAVEMENT RECLAMATION 12"AVG DEPTH' SY 12,746-00 $ 1.06 0.00 S 12,999.00 $ 13, 6.94 <br /> f <br /> 1.15 BITUMINOUS CONTROL JOINT _ LF 3.900.00 S 5.40 0.00 $ 0.00 $ - <br /> 1.16 TYPE 1,1',PWEB340$WEARING COURSE MIX TON 1,200.00 $ 64.06 0.00 $ ().Co S - ! <br /> 1 17 TYPE SPNWB3305 NON-WEARING COURSE MIX TON 1,500.00 S 63.84 1,463.97 $ 94.736.64 1.4t33 47 $ 94,736.64 <br /> 1.18 TYPE SPWEA340B WEARING COURSE MIX.3"(DRIVEWAY) SY 800.00 S 20.08 928.70 18 645.30 926.70 S 18.W.30 <br /> 1.19 BITUMINCUS MATERIAL FOR TACK COAT GAL 640.00 $ 3.05 0.00 $ 0.00 $ - <br /> 1.20 4"THICK CONCRETE SIDEWALK SF 1 50.00 S 6-42 0.00 $ 0.00 � $ <br /> 1.21 6'THICK CONCRETE PAVEMENT SY 120.00 $ 42.63 161,30 3 6.908.46 161.30 $ 6,908.48 <br /> 1.22 BITUMINOUS CURES TYPE SPN'N5330B LF 2 900.00 S 1.98 3,364.00 _ $ 6.660721 3,364.00 _ S 5,680 72 <br /> I <br />