4B, 2010 PMP Payment #3 - Laserfiche WebLink

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ttem ltem Description Units Ur�it Price Contract Quantity to Cu�renf Amouni to �O� Quantity Da#.e Quantity Date 97 2504.604 �" P4�:YSTYRENE IJ�iSL1LATlON SQ YD $29.57 40 22.4 7_Z $�62_37 98 2504_f08 DUCT�LE IRON �IT7INGS P�UND $2_4� 35�0 2907 882 $�,Q�S_87 Totais �or Sectioz� Schedu#e C- Water Main �mprovernents: $85,87�.gg Schedule D - Sa�itary Sewer )mprovemer�is 99 2503.fi01 SAiV#�A�Y SEWER BYPASS PUtVtPtt�1G LUM€' Sljllt� $0.01 � 1 i $0_Oi lfl4 25fl3_602 CO#VNEC� TO EXtSTINlG SANITARY SFW�R EACH $530_45 1� � 1 2 $5,834.95 101 2503_fiQ2 COlVNECT T� EXiST1NG MANHOLES (SAtV3 EACH $1,�30_00 5 4 � $qy�2� {3� ?02 2503_602 �ONN�GT T� EX1STlNG SANtTARY SE1i1lER SERViCE EACN $1s8.34 23 16 a $2,693_44 iO3 250�_fi02 8"X4" PVC V1/YE EACH $21 �_�2 23 3� � $3,595_84 104 2503_603 4" PVC P�f'E SEWER - SDR 2fi LIN FT $16.39 250 82 0 $1,343_98 105 2543_fiO3 TE�E1/fSE SA�l1TARY SEWER LiN FT $1_03 3000 � p ${3_pp 10f 2503_fit}3 8" PVC P�PE SEVIIE� - SDR 35 L!N FT $24. i 9 9 405 150� ? 2fi $3fi,309_ 19 107 2506_511 RECO�iST�UCT SANiTARY MAtVHOLES t�N FT �$20�.�3 30 33_4 25_4 $6,704.38 108 2506.516 CAST�N� ASSFMBLY (SANITARY) EAC�-{ $fi3�.fi6 �3 2 1 $�,2fi3_32 109 2506_602 �Nt1UI�i�Y SEA� (EXTERNAL) EACH $298.44 23 1� 1 $3,282.84 110 2�06.�03 COi�iS� 4$" QiA SAN SFWER MANHaLE Li�l �T $��9_$5 4S 42.77 0 $fi,4a4.53 Totats �or Section Schedule D- San�iary Sewer Improvements: $7i ,548_48 Ct�ange Order � � ) � 202 � _5(31 M08�LIZATiQN �i�MP SllM ($28,500.D0� 0_ 1 � 0 p $0_�� � 3 2 2104_�01 �2EMOVE SEW�R P�PE {SANlTAFZY} LIN FT ($2.as} 8Q q 0 ��_�� 113 2104_501 RE1Vl�VE SAl�tITARY SERVf�E PlPE Llt�! FT ($2.Ofi) fi0 0 0 $0_00 �14 2904.50� REMOVE CONCRETE CtlRB AND GUTT�R LI#�i FT ($3_��) �85 fl 0 $0_{34 11 � 23 04.5fl5 REMOVE 81Tt�Nl1NOUS PAVEMENT SQ YD {$1 _fl3} 200 0 � $a.pQ ��6 21t34_509 REMOVE STRUCTURE (STaRM} EACH {$3fl9_04) �# fl 0 $fl.0� '!'t7 2�fl4_513 S�1NtNG B�TUMINOUS PAVEMENT{FC3�L DEPTH� Ll#V FT ($�t.29) ��0 fl 0 $�_�a i i 8 24 Q4_fi�2 SALVAGE AND f2EiNSTAL� MAIL BOX EACH t$56_65} 2 0 0 $0_Q� i 19 2105.507 SUBGFZADE E�CCAVATIOiV {EV} GU YD ($9.27) �0 0 0 $O.Ofl ?20 2�05.522 SELEC� GRANULAR BORRaW tCV) CU YD ($9.27} �p p p $fl �� 129 21�5_525 TOPSO#L BORROW {LV) CU YD {$�_27} 45 Q f� $0.00 122 2211_50� AGGREGATE �ASE C�ASS 5 TON �$9.50) 70 t3 0 $0_00 �23 2232_501 Ml�t $1TUMltVOUS SURFACE SQ YD t$t3.9fl) 3500 Q Q $p_pfl 924 2350_501 �YPE LV 4 V1l�AR1(VG COURSE MIXTCfRE {B) T{3N �$58_04) 3$5 0 4 $0_fl0 125 23�0.502 TYPE LV 3 NON V�/EARiNG COURSE iVI1XTUR� (B} T0t�1 {$58_5Qj 2� 0 0 $0_0{� 126 2357.502 BITUMINQUS MATERIAL FOR TACK COAT �AILON {$1 _99 } 32Q 0 � $Q_00 12� 2506_522 ADJ�.IST FRANtE � RIN� CASTIN� ( SANiTARYj EACf-fi {$2�7_50} 2 p � $�_a� 128 25afi_522 AflJi�S� FRAME 8� Rfl�iG CASTiN� � STOFZM) �ACH {$257.50} 2 0 fl $0.00 129 253�_&03 CONCRETE ClJRS 8� Gl1�TER, SURI�O�}NTABLE L��1 FT t$14_42} 18� � p $Q.�p 73(3 2540.6a2 MAIt $�X {��t1PORARY) EACH ($8_24) Z Q 0 $0_#�0 131 2563.601 TRAFFt� COiVTROL LUM P St,lM {$1,�04.25) Q_ � � p �� Q 132 25?3_530 STORM DRA[I�f IN�ET PROTECTi4N EAC#-i {$92_�0) 4 0 fl $O.aO 3 33 2�75_505 SaDD11VG TYPE LAWN SQ YD ($2.21 } �pp {� p $�.Qa i34 2104_521 SAiVAGE PfPE CU�.VERT LIN FT 4$10.30) 20 0 0 $�_00 �35 21Q4_523 SA�V�GE CONCRETE �iPR�1�i EACH {$�54.52} � p p $a �0 136 2501.57 � iNSTALL #�tPE CUtVERT L�N FT ($ � 8_ 13) 20 0 0 $0.00 137 2503.573 INSTAi.L CONCRETE APRON EACN ($257_�Oj 1 0 0 $0_00 i 38 2503.602 CONNECT TO �XtST�NG ST4RM SEWER EACH {$257_50) 2 0 0 $0.00 139 250s_502 CQNSTRUCT DRAtNAGE STRUCT�RE D�S SPECIAL {2'X3' CB) EACH {$555_25) '1 p {} $� pp i40 2503_60� CONNECT TO EXISTING SANiTA�Y SEWER EACH �$530_45� 2 p fl $� �Q )41 2503_fi02 CONNFCT T�O EXlSTtNG MANHOLES {SAN) EACH {$i,030.OD} 2 fl 0 $0_0� 142 25fl3.602 COiVNECT TO �XiSTiNG SAi�i�ARY SEWER SERVICE �ACH {$�s8_34) 2 0 0 $�_00 Pag� 4