4B, 2010 PMP Payment #3 - Laserfiche WebLink

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Pro�ect Ntaterial Status t#em �tem Qescript�on i�n4ts �1nit Price Contract Quantrty �o Current Amouni ta No. Quantity Dat� Quantiiy �3ate Schedute A - Street i+�nprovements '! 202� .501 MOBtUZAT10N �.IIMP St3M $28,500.Q0 3 0.75 fl.25 $21,3�5.OQ 2 2101.f05 CLEARtNG AND GRUBB#�#G ACRE $7,290.00 0_75 0_92 0 $6,fi33.20 3 29 �4.50? REMOVE V11A�ER IVIAtN �!N FT $3_�9 730 697 i4 $2, � 53_73 4 2104_50� REI�l4VE SEWER PtPE (STORM) �tN �i $5.15 255 219 219 $�,127_$5 5 2104_50) REMQVE SEVIlEF2 P1PE (SANfTAF2Y) L�l�t �T $2_06 14Q5 �5fl1 12£ $3,092.0� S 2104.501 REMOVE SAN�TA�Y SERV[CE P�PE LfN FT $2.06 80� 89 0 $183.34 7 2104_503 RE�f�VE iulAlVHOIE {SAi�#ITARY) �IN FT $3Q_9� 75 44_2 0 $�,3fi5.7$ 8 2104.501 R�iv10VE C�NCRETE CURB ANQ GUTTER L#IV FT $1 _fi5 250 3�f 2.� 0 $5l5_fi3 9 2�04.503 REM4VE RE�FAlNIN� WA�L St� FT $6.18 3�0 0 0 $0_OQ 1fl 2�04.50� REMflVE COlVCRETE PAVENlENT SQ YD $2_06 445 347.2 34 $7��_23 11 2104.50� REM01�E BtTUM4NC�US P�IVEMEtVT SQ YD $1.U3 9620 90�7�.7 795.6 $10,48�_97 12 23 04.505 FZEMUV� CO1�iCRETE 1IACLEY GUTTEfZ SC� YD $4. � 2 � 5 45_� 45.9 $� 89.1 � 13 2104.50J REIVI0I�E HYURANT ASSEMBLY EACH $��4_50 7 6 2 $92�.00 14 21U4.509 Ft�M�VE GATE VALVE & 80X EA�H $1Q3.00 10 7 i $721_0� 1� 2104_509 R�MO�i� STRt}CTUR� �STORM j EACt-1 $309.00 4 3 3 $927_�0 �6 2104_509 R�MflV� GATE VA�VE BOX EACH $5i.50 1 4 2 $24fi.00 1� 2104.5� � SAI�VING CQNCRETE PAVEMENT (FUtL DEPTN) L1N FT $2.Ofi 260 2i6 36 $444.96 �8 2�104.513 SAW#NG BtTt3MiNQLfS PAVEME�V� (FULL DEPTH� LtN FT $9.29 11 �fl 14fi_25 79 $1$8_6fi � 9 2104.523 SALVAGE CASTli�1G �ACFt $� �3.00 i 6 14 0 $�,4�2_00 20 2104.fifl1 SAiVAGE AND REINSTAI� LANDSCAPE STRUCTt1RES L.UM€' St�NI $2,fl60.00 9 0 0 $0.00 21 2304_602 SALVAGE ANQ REi�fSTALL MAt� SOX �ACH $5S_65 32 0 0 $4_00 22 2104.603 A6Ai�#D�i�t WATER �1IIA1N LiN FT $�.03 420 420 420 $432_fi0 23 2105_501 COtu1M�N EXCAVATl4N (P) CU YQ $8_03 fiQ00 58i� 3020 $4S,fi94.45 24 2105.507 SUBGRADE EXCAVATIQN (EVj Ci.� YD $9_27 fi00 539_1 �91_5 $4,997.4fi 25 2105_522 S�LECT GRANULAR Bt)fZROW tCV; CU YD $9_27 fi00 460.8 113_2 $4,271 _62 26 210�.525 TOPS4it SORROiN �LV j CU YD $9.27 1250 120 � $�,112.4fl 27 2�45_601 DEVVATERING �t�MP Sl#N! $0_fl1 � � i $0.01 28 2 i 05_604 GEOTEXTI�E FABR�C TYPE t SQ Yfl $2.06 31 � 0 0 $0.00 29 2�0�_604 GEO�"EXT�LE FASRIC TYP� iV SQ Yfl $6.�7 25 45 45 $277.65 3� 21fl5_607 1 1l2" CLEA�2 ROCK TON $92_36 150 154_78 75.49 $i,993.08 33 221 �I .501 A�GREGATE BASE C�ASS 5 TOM $9.5fl 5300 5484.�7 23 76.11 $52,098_67 32 2232.501 MiLi BiTUM1N�US SURFACE SQ Y�3 $0.90 � 1600 7350 0 $6,615_00 33 2331.603 SAWED/SEAL�D .10�#VT � 11N � $i.$� 2240 0 0 $0_00 34 2350.5a1 �YPE LV 4 WF�R1�iG COURSE MtXTURE {B) TC�N $58.00 2245 852.41 0 $50,0� 9.78 35 23�0_502 TYPE LV 3 NO�V WEARiNG C4URSE t�AtXTURE 4B) TON $�8.50 1410 374_95 0 $2),�34_58 36 2350.503 TYPE �V 1NEA�2ING CflURSE MlK�URE F�R DRIVEINAYS SQ YD $12.88 600 112.3 0 $i,446.42 3? 2357_502 BITUMtNOUS MAT�R#AL FOR TAC�C COAT GALtON $1_91 1445 475 0 $907_25 38 24i 9.69$ MODULAR B�OCK R�TAiNIt�G WA�t SQ FT $30_90 120 0 0 $0_00 39 2504_602 ADJUST GATE VALV� AND BOX EACH $� 80.27 8 4 0 $721.08 40 250fi_522 ADJi�ST FRAME & RfI�iG CAST!#�1G � SAN{TARY} EAC#-I $257.50 1� 9 0 $2,3�7.50 4� 2506.522 ADJUST FRAiV�E 8� Ril�tG CASTt1VG { STORM} EACH $257.50 2 0 0 $0.00 42 25� i_50� RAI�l�OM RIPRAP C�ASS fll CU YO $72.1ti 25 40_� 40_9 $2,948.$9 43 2531 _501 CUNCRETE CURB & GUTTER DESIGN B618 Lt3V F� $8.60 522� 2834_5 1040 $24,3�6_70 44 2�31.507 6" CONCREiE DRIVEWAY PAVEM�NT SQ YD $37_fl8 445 201 201 $7,453_a8 4� 253�.603 7" COIVCR�TE VALIEY GtJTFER LiN �T $20.60 65 102 4i $2,10i.20 46 253 �_603 CONCRETE CURB 8� �UTTER. SURMOUNTABLE Lti�t .F� $� 4.42 250 259 0 $3,73�.78 47 2�31_fiO3 COIVCRETf RIBBOfV CURB L�t�i FT $12_88 i�5 1�2_5 �a2_5 $�,32020 4�8 254a_fi02 NtAlt BQX (TEMPORARYj EACI-� $8.24 32 2$ 0 $230.72 49 2563.601 TFZAFFfiC COi�iTROL �UMP SUN! $1,004_25 1 4_7� 0 $753_19 50 2564_531 SiGN PANELS TYPE C SQ FT $29.87 95 0 0 $0.00 Page 2