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Project lU1a#eria� Sta#c�s <br />�#er� ltem Desc�iption U�t�ts Unii #'ric� Contcaci t�uantity to Current Arr�ount ta <br />No. Quantity flate Quart#ity Date <br />Scfiedute A - Street �mprovemen#s <br />1 202� _501 �Vtfl81��7�►TiON �t�MP SE�M $28,500_04 1 0.5 0_25 $14,25�_00 <br />2 2�0�_fi05 CLEARliV� AND GRii�81NG ACRE $7,2�U_�0 fl_7� Q_92 0 $6,fi3320 <br />3 2�t�4.�Q1 R�MflVE WATE�? MAt�V L1N FT $3_Q9 730 fi23 642 $1,925_07 <br />4 2��4_�fl1 REMOVE SEV�lER PI�� {STORM} L�N F�' $�.15 25� a 0 $0_00 <br />5 2104_�01 R�M�VE SEWER P�PE {SANiTARY) ���V FT $2.06 �405 1375 8�3 $2,83250 <br />fi 2�04.5�i REMOVE SA�l�TA�2Y SERVICE PIPE L1N �T $2.06 800 89 79 $�83.34 <br />7 2104.501 RE!!liOV� �ANNC3LE tSAf�ttTA�Y) ��N FT $30.9Q 75 4�#_2 28.fi5 $�,3fi5.�8 <br />8 2�04.50� RElUtO'1/� CONG�2ETE CL1RB A�ID GUTT�R tt�t �T $1.85 2�� 312_5 259 $515.63 <br />9 2� 04. �43 fZEMOi/E. R�TAtN��1G UVA��. SQ � $6.18 120 0 0 $Q_�0 <br />10 2104.505 RE�VlOVE CQNCRET� PAVEMEt�tT SC� Yt� $2_Ofi 445 3'! 3_2 �#�.7 $fi45_ � 9 <br />�1 2��4.505 REMOVE BiTUM�1�I0US PAVEM�NT SQ YD $�.�3 962Q 93$0_1 590 $9,661_50 <br />�2 2�04_505 RE�Vt4VE CONCR�TE VAt�EY GUiTER SQ Yfl $4.12 15 0 0 $0_00 <br />13 2�04_509 REM�V� HYDfZA�fT ASSEMS�Y E�1Cl-i $154.50 7 4 2 $6�8_00 <br />�4 21a4_509 REMOVE �ATE VALVE 8� BOX EACH $�03_�0 �4 6 4 $�18_00 <br />15 2104_509 R�MflVE STRU�TL�R� (STt3RM) �ACN $3U9_00 4 0 0 $O.OQ <br />�6 2�04_5�9 R�MOVE GATE VALVE SOX EAC� $��.50 1 2 2 $103.00 <br />�7 2104_�19 SAWiNG C0�ICRETE PAVE111�EIV� ��UL� O�PTi-�} UN FT $2.�6 2fi0 �80 127_5 $374_80 <br />�8 2�04_��3 SA1t1/1NG BtTUM1NOUS PAVEiVtENT (FUtL DEPTH) LtN FT $�_23 � 17fl 67.25 67_25 $86_75 <br />'t9 2104_523 SALVAGE CASTI�IG EAC� $1fl3_00 16 �4 6 $1,442.�0 <br />20 2104.601 SALVAGE AND REtNSTALL LAlVDSCAPE STR�CTURES �.CIMP SI�M $2,0�0_00 � 0 0 $0_QO <br />21 2104_602 SALVAG� AND REtNSTA�L NlA1L 8OX EA�H $56_S5 32 0 0 $0_00 <br />22 2� 04.603 ABANDON WATER N1Al�i Lti�1 F� $1.03 42{3 � 0 $0.00 <br />23 23t�5.5U� CC3MtViON �XCAVAT�ON �P) CU YD $8.fl3 fi000 2795 1U80 $22,443_8� <br />24 2�0�_�07 SUSGRADE EXCAVATlON (EV) Ct� Yf� $9_27 fi00 347_� 81 _7 $3,222_25 <br />25 21a5_522 SELEC�" GRANU�AR 8C3RROVV {CV) C�1 YD $9.27 600 347_� $�i _7 $3,222_25 <br />26 2��5_�25 TOPS01� BORR4W ��V) �U Y� $�.27 1250 120 120 $ �, i 12_40 <br />27 214�_601 DE�IVATER�NG LUN�P SUM $Q_01 1 0 0 $0_00 <br />28 2�Ci5.s�4 G�OTEXTIL� FABRiC TYPE i SQ YD $2_06 31 � 0 fl $a.00 <br />29 � 1fl5_f 04 GEOTEXTILE FASRtC TYPE 1V SQ YD $S_ 17 25 0 0 $0.00 <br />30 2�t{�5_607 � 112" CLEAR ROCK TO1V $12_38 150 79.29 �2.4 $980_02 <br />31 22 i 1_501 AGG�EGATE SASE CLASS 5 TflN $9.50 530fl 3307_96 9 888_75 $31,42�_62 <br />32 2232_501 Mftt 81TUMiN�US SURfAC� SQ YD $0.90 11fi00 735� � $6,�15.00 <br />33 2331.f03 SAWED/SEALED JOI�i� ��N � $� _85 2200 a 0 $0.�0 <br />34 2350_5Q1 �"Y�'E LV 4 VIIEARifVG CO�IRSE MiXTllRE �B) TO� $58_00 2245 862_41 8C2_4� $50,019_78 <br />3� 2350_502 TY�'E L� 3 NO�i VIIEARi1�lG CDURSE MIXTi�FZE (B) TON $58_50 �010 374_35 374_95 $21,934_58 <br />36 2350_503 TYPE tV 1NEARING COt1RS� MIXTURE FOR DRtVE111lAYS SQ YD $�2_88 600 192_3 112_3 $1,44fi.42 <br />37 2357_�(l2 SITUMiNOUS NtA�ERIA� �OR TAGK C{jAT GALLON $1.9� 9445 475 475 $907_25 <br />38 24� �.6� 8 MODUTAR $L�C�C RETAft�ItNG WALL SQ FT $30_90 120 fl 0 $�_00 <br />39 25D4_sfl2 ADJ�JST GATE VALVE AND 80X EAC� $180.27 $ 4 4 $721.08 <br />�0 2506_522 AD.iUST FRANIE & RiNG CASTII�IG � SAN�TARY} EACH $257.50 10 9 9 $2,317.50 <br />49 2�06_522 ADJI�S� FRAM� & RlNG GASTfNG ( STOR1�l1) EA�#-i $2�7_�0 2 0 0 $fl_00 <br />42 25� �_�0� F�AND011� R�Pf�A�' CLASS �I! C� YD $72_10 25 0 0 $Q_04 <br />43 253i.501 CONC�ETE CURB &��TTER OESIGN 8�18 LiN F� $�.f0 �225 i�94_5 1794_5 $15,432_70 <br />44 253� _��� fi" �C�NCRE�E D#�Z�VEVI�AY PAVEM�NT SQ YD $3�_Q8 445 0 � $0_00 <br />�5 253�_8�3 7" CtJi�iCRETE VA�L�Y GUTTER UN FT $2fl_60 65 6� C� $1,256_60 <br />46 2533 _6�3 CONC�ETE CUR$ & GUTTFR, SLiRMOUNT�BLE �i�t F�' $14.42 25fl 259 259 $3, 734. 78 <br />47 2�31 _�03 CONCR�TE RtBB4i�i C�RB L�i� FT $� 2.$8 115 0 0 $U_OQ <br />48 2540_602 �11Ait BOX (��Mf'O�ARY) EACH $8.24 32 28 0 $230_72 <br />49 2563.601 TRAFFlC CONTROL LU�1/lP SiJ�11! $1 T00425 1 0_75 0.25 $753. � 9 <br />54 2564_531 S�GN PA�l��S TYPE C SQ FT $29_87 15 0 Q $0_00 <br />