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SPECIAL STRUCTURE TO BE ADJUSTED � LS � 1 �� 1000.00 � 1,000.00 � 1225.00 � 1,225.00 � 3080.00 � 3,080.00 � <br /> INLE7S TO BE REMOVED � EA � 2 �) 100.00 � 200.00 � 150.00 � 300.00 � 60.00 � 120.00 � <br /> INLETS TO BE ADJUSTED � EA � 1 �� 750.00 � 150.00 � 150.00 � 150.00 � 72.00 � 72.00 � <br /> VALVE BOXES TO BE ADJUSTED � EA � 6 �� 150.00 � 900.00 � 175.00 � 1,050.00 � 72.00 � 432.00 � <br /> CONCRETE CURB TT B � LF � 27 �� 15.00 � 405.00 � 14.30 � 386.10 � 15.00 � 405.00 � <br /> COMB CONC C & G TY B-6.24 � LF � 2,416 �� 12.00 � 28,992.00 � 13.10 � 31,649.60 � 12.50 � 30,200.00 � <br /> PAVED DITCN TY A-18 � LF � 340 �� 35.00 � 11,900.00 � 48.75 � 16,575.00 � 40.50 � 13,770.00 � <br /> DRIVEWAY PAVEMENT REMOVAL � SY � 35 �� 5.00 � 175.00 � 20.70 � 724.50 � 20.00 � 700.00 � <br /> CURB REMOVAL � Lf � 13 �� 1.50 � 19.50 � 9.05 � 117.65 � 50.00 � 650.00 � <br /> COMB C & G REMOVAI � LF � 149 �� 2.00 � 298.00 � 9.00 � 1,341.00 � 10.00 � 1,490.00 � <br /> PCC DRIVEWAY PAVEMENT b" � SY � 217 �� 25.00 � 5,425.00 � 32.00 � 6,944.00 � 29.00 � 6,293.00 � <br /> PCC SIDEWALK 5" � SF � 4,106 �� 2.50 � 10,265.00 � 2.90 � 11,907.40 � 3.00 � 12,318.00 � <br /> REM 8 REP CURING COVERING � UT � 5 �� 100.00 � 500.00 � 195.00 � 975.00 � 14.00 � 70.00 � <br /> FIRE HYDRANTS TO BE ADJUSTED � EA � 2 �� 600.00 � 1,200.00 � 410.00 � 820.00 � 600.00 � 1,200.00 � <br /> FIRE HYDRANTS TO BE MOVED � EA � 2 �� 1000.00 � 2,000.00 � 780.00 � 1,560.00 � 1400.00 � 2,800.00 � <br /> DOM WATER SERV BOX TO BE ADJUSTED � EA � 6 �� 75.00 � 450.00 � 105.00 � 630.00 � 28.00 � 168.00 � <br /> DOM WATER SERV BOX � EA � 3 �� 150.00 � 450.00 � 115.00 � 345.00 � 72.00 � 216.00 � <br /> SEEDING CL 1 (SPECIAL) � AC � 0.5 �� 2000.00 � 1,000.00 � 2825.00 � 1,412.50 � 7200.00 � 3,600.00 � <br /> SODDING (SPECIAL> � SY � 1,490 �� 4.00 � 5,960.00 � 5.70 � 8,493.00 � 5.00 � 7,450.00 � <br /> PERM SURVEY MARKER TY II (SPECIAL) I EA � 1 �� 400.00 � 400.00 � 395.00 � 395.00 � 200.00 � 200.00 � <br /> LIME MODIFIED SUBGRADE 72�� � SY � 4,385 �� 4.00 � 17,540.00 � 3.50 � 15,347.50 � 3.20 � 14,032.00 � <br /> � � �� � � � � � � <br /> � � �� � � � � � � <br /> ___________________________________�_________�= <br />