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1te� lie� Descript�on Units tinit Pr�ce Contra�# Quantity Cur�ent Amoun� to <br />No. Quan�ity ta flate Quant�ty C�ate <br />�1 2564_fi02 SALVAG� AN� #2€tIVS�'A�� S1GN EAC� $�1.50 16 4 0 $�.Op <br />52 257�_50i CONIF�R�?US �REE 8' H� 8�8 TREE $437_75 4 0 0 $fl.00 <br />53 2571 _��2 DECi�U{3US TREE 2.5" CAL B&8 �'R�E $463.5� 4 0 0 $0_�0 <br />54 257�t_507 �'E€�ENNtAL -#� P�?T P�ANT $14.42 18� 0 fl $0_00 <br />5� 2573_502 SiL.T FE�fCE, TYPE H�AVY DIiTY L.tN �T $'I _34 850 547 0 $732.98 <br />5f 2573_530 STORM DRAl1V 1NLET PRt}TECT�Q#�i EA��-i $92_70 24 11 2 $1,(� � 9_70 <br />57 2573.fi02 �'Et1�lPORARY R4CK C4tVSTR�3CTION ENTRANCE EAC� $�� 5_00 2 0 0 $�_�fl <br />58 25�3_fifl3 81C3ROLL LIN FT $6.�8 50 �38 0 $852_84 <br />59 25�5.502 SEED �VIiXTURF 310 �QUND $20_Sfl 30 0 0 $0_00 <br />60 25��_5�5 SC)DDIN� TYPE �AVi/l� SQ YD $2_21 fi100 13 � 2 � 3� 2 $2,899. 52 <br />61 25i5.523 EF�OS1�t� CONTR�L BLA�lKETS �AT�GORY 3 SQ YD $0.98 15�0 U Q $p_(ip <br />fi2 257�_550 PtAl�i- BEDD�NG �1IlATERIAL C�,.! YD $25_75 150 0 0 $U.00 <br />fi3 2�75_fi0�# MULCH �iI�A�ER�A� TYPE fi SQ YD $3.fl9 40 0 0 $0_00 <br />To�afs �or Section Schedu�e A-�treei lmpr�vements: $2 � 4, 531 _ 79 <br />Schedule 8- Storm L3ra�na�e lmprovements <br />�4 21fl4.521 SALIIAGE �'iPE CULIJ�RT ��N �T $��.�0 20 0 � $0_40 <br />C� 2104.523 SA�VAGE CONCRETE A#'RON EAC�f-� $154.�2 1 0 � $0.00 <br />fi6 250�.515 �8" RC PIPF A�R�1� W1�H TfZAS�-�! GUARD EAC�-i $732.93 2 0 0 $�_Oa <br />s7 25fl� _5� � 27" RC �'tP� AP�ON WiT#� TRASH �I��RD EACH $1,2�5_fi7 2 fl a $p.Op <br />68 250i _5i � tNSTALL PIPE �UtVERT LiN FT $ 9 8.13 �0 Q fl $0_ 0� <br />fi9 2501.5�3 iNSTALL CONCRETE APRON �AC� $257_50 � 0 fl $fl.00 <br />74 25Q2.52� 4'" PVC P�PE URAI�V LiN FT $�3_99 250 0 0 $fl_00 <br />71 2�02_�41 fi" PER� PE P1#'E D�A1N i�N FT $6_90 25fl0 729 729 $5,fl30_ 10 <br />72 25fl2.60� 6" P�C Pif'E DRAilV CLEANflUT EACH $255_f5 5 0 0 $O.OQ <br />73 �503.541 15" RC P�PE SE1/V�R D�S�GN 3005 CLASS V L�i�# FT $2�.96 390 116 0 $�.243.36 <br />�4 25�3_541 �8" RC P1PE SEWER DESiGN 3QOfi CLASS i�i Llt�t �� $31.37 35 0 Q $Q.�� <br />75 2503_541 2i" RC PtPE SEV1/ER �ES�Gt�! 30�6 CLASS iti �tN FT $30_90 170 0 fl $0.00 <br />7fi 2�Q3_541 27" RC PtPE SEVt/EFZ DESI�� 3f�06 CL�S� 1�i ��N �T $42_89 40 fl 0 �4_00 <br />77 2�(�3.6Q2 CO�#��CT T� EXISTiNG STQRN! SFVIJ�R EACH $257.50 3 0 0 $fl.OQ <br />78 2503_fi02 CONNEC� �i�ITO �XIST�#VG DF�AI�IAGE STR�CT�RE EACH $412.00 1 1 0 $4� 200 <br />79 250�_�01 CONSTRi1CT ORAIt�AGE STR�CTURE DES�GN 48-4020 Li#�I �� $474.83 32 13_24 � 3_24 $fi,28s.75 <br />80 2�06.�0� C{?NSTRUG� DRAINAGE STR#.�CTEJR� DESIG#V 6�-4020 L!N � $290.�3 � 0 C� $O.pp <br />81 25fl6_502 CflIRiSTRUCT t3RA1N�GE ST�ZUCTURE f?ES SPEC�AL (2'X3' CB) EACi�-�t $555_25 S 1 0 $555_25 <br />82 2�06.5�6 CAST�NG A5SE�1/�SLY {S�O�M} EAC� $537_20 10 4 4 $2,948_80 <br />Totals For Section Sc�eduie 8- S#orm Drainage lmprovements: $17,678.26 <br />Schedu�e C -1llrater Allair� lmprovements <br />83 2504.601 TE�PORARY 1t�/ATER SERViCE Lt�MP SU�I# $3,�90.00 1 1 t3 $3,�90_00 <br />8� 2504.6Q2 CONN�C7 TO EX�STtNG VIIATER MAI�V EACH $866.�1 8 3 2 $2, 599.53 <br />$� 2504_fi02 �" COFZP�R�1T�Ol�i ST�F' EACN $� 93.71 9 4 1� 3 0 $2, � 3fl.81 <br />86 2�04_fi42 6" �GATE VAtVE AND BOX EACH $954_58 7 5 3 $4,77'2.94 <br />87 2504_fi02 12" GAT�E VALVE AI�iD 80k EACi-� $2, 247 _0� 2 3 � $f , 74 �_27 <br />88 2504_fi02 12".X� 2" V1/E� T�iP �.AGH $4,838.95 1 0 0 $O.OD <br />89 2504_fi02 �" CUi�B ST�P & BOX EACH $2 � 5.94 � 4 10 10 $2,15�_40 <br />90 2504_602 HYDRANT ASSE�VlB�Y EAC#-� $2,563.�3 7 4 2 $10,254_92 <br />9� 25fl4_602 fi" GAT� VA�VE BflX EACI-i $289.fl2 � 2 2 $578_�4 <br />92 25fl4_6fl3 �" TYP� �( C4PPER PtPE ��N FT $2a_�9 450 � i 0 4�� $8,44 �.90 <br />93 2�D4.6fl3 f" VIlA�ER MAtIV-flUCT �RON CL. 52 LtN FT $35_94 140 79 58 $2,839.26 <br />94 2504.fi�3 fi" �/1/ATER MAIl�I-PVC C900 " �i�I �T $i4_7i 540 525 52� $7,72275 <br />95 2�U4.603 i 2" WAT�R MAIN-PVC C900 L1tV FT $2fi_52 480 385 385 $ a 0, 2 � t3.20 <br />96 2504_fiO3 t�YDRANT EXTENSlOIV L!N FT $623.97 7 � 0 $a.00 <br />