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1#err� liem Descr�ption Llnits t�nit Price Contract Quantity to Current Amaunt to <br />NO- Quantity Date Quar�ti#y Date <br />51 2564_fi02 SALVAG� AN�D REiNS�A�L SiGN EACH $51.50 16 0 0 $0_40 <br />52 2571 _�01 C�N#FEROUS TREE 8' HT S�B TREE $437.75 4 0 0 $0_fl0 <br />53 257� _502 D�CiDUOt3S TREE 2_5" CAL B&B TREE $4fi3_50 4 0 0 $0_a0 <br />54 2571 _507 PEREl�1NLA� -#3 POT PLANT $14.42 180 0 Q $0_00 <br />55 2573_5fl2 S(LT FE�VCE, TYPE HEAVY DUTY L.liV FT $1_34 850 547 0 $732.98 <br />56 2573_530 STOR� DRAfN �1V�ET PftOTECTI4N EACN $92.74 24 1 i 0 $1,019.70 <br />�7 2573.602 TEIvlPORAf2Y R�CK CONSTRUCTIOIV EPfTRANCE EAGN $515.00 2 0 0 $0_Ot} <br />�8 2�73_fifl3 BlOROL� LfiN �T $6. i 8 �0 138 {� $852�84 <br />59 2575_5fl2 SEED MlX�URE 31� PDUND $24.60 30 0 0 $p_�p <br />60 2575.50� SUf3DING iYPE LAWN SQ YD $2_21 6100 1511 _7 199.7 $3,34�.86 <br />61 257�.523 �ROSIOiV COi�1TROL BLAt�KETS CATEGORY 3 S� YD $Q.98 �50t? 0 � $�_pQ <br />62 25�5.55� PlAf�tT 8�DD11�1G MATE#ZiAL C� YQ $25_75 150 a Q $0_fl0 <br />63 2�75.6D4 MtJLC#-� IvlATEf�iAL TYPE 6 SQ YD $3.09 40 0 4 $0_04 <br />Totals Far Seciion Schec#u1e A- S#reet �mprovements: $297,313.21 <br />Schedute $ - Sto�rn Drainage irrrprovements <br />S4 2�04_�21 SA�VAGE PlP� CULVERT �#N F� $10_30 2fl 0 Q $p_pQ <br />65 21fl4.523 SA�il�4�E CO�iC#�ETE APRON EACi-f $�54_52 4 p p ��_pp <br />66 2501.515 �8" R� PiPE APRON VIItTN TRASN GUAR� EACH $732.93 2 2 2 $1,4fi5_g8 <br />67 2543 _5� 5 27" RC P#PE APRON W1TH TRASF-i GUARD EACH $ i,205_fi7 2 2 2 $2,411 _34 <br />68 250� _57 � fNSTALI PIPE CULV�#�T LiN FT $ 9 8_ 3 3 2f3 0 0 $0.00 <br />69 25U1_�73 t#�iSTAL� COIVCRETE APRON EACH $257_50 1 4 0 $0_00 <br />70 25�2.52) 4" F'VC PtPE DRA�N LtN �� $13.99 �50 1fl �0 $� 39.90 <br />71 25fl2_541 fi" P�RF PE PIPE DRAtN LiN FT $6_90 2500 �84Q i� 1) $12t69fi.00 <br />72 2502.601 6" PVC P�PE DRA�N CLEANQUT EACH $255.65 5 � 0 $fl_OD <br />73 2503_541 �5" RC P�F'E SEIJUER DESIGN 3006 C�ASS V �tN FT $27_9fi 390 353 237 $9,8fi9_88 <br />74 25a3.54i 18" f?C PIPE SEV1iER DES�GN 3006 CLASS tI� �iN �T $3�.37 35 29 Zs $9Q9_73 <br />75 25Q3.54i 2i" RC PiPE SEWER DESIGN 3006 CLASS 111 LtN FT $30_9� �7fl 97� 170 $5?253.04 <br />76 2�fl3.�41 27" RC PiPE SEW�R DESIGN 3006 CLASS ll1 ��N FT $42.89 40 40 40 $1,735_fi0 <br />77 2543.�02 C�Ni�tECT TO EXiST1NG STORlVI SEWER EACH $257.�0 3 0 0 $fl_fl0 <br />78 25�3_f02 CO�IIVECT iNTO EXISitf�#G DRAfNAGE STRUCTURE EAC� $412_40 � 1 fl $412_fl0 <br />79 25�6_501 C4NSTRUCT E�RAINAGE STRUCTURE �3ES1GN 48-4020 L1N FT $474_83 32 38_T2 24.$8 $18,300.�2 <br />8fl 250f_�Oi C4i�fSTRUCT �?RAtNAGE STRLiCTtlRE DESIGN �fl-4024 LIN FT $2�023 � 6_83 f_83 $�,982_27 <br />8i 250C_502 C�i�S�fZIJCi �f��ti�IAGE S�R�JC�URE OES SPECIAL. (2'X3' CB) EACH $555_25 fi 5 4 $2,776.25 <br />82 2506_�16 CASTfNG ASSEt�fBLY (STORM) EACH $537_2q 10 4 p $2,� 4g_gp <br />Tota�s For Section ScMeduie S- Storm Drainage �mprovements: $59,8$'� _� 5 <br />Schedu�e C- tiUater Main lmprovements <br />83 25fl4.fi01 TEl1/lP4RARY WATER SERV#CE LUMP SUM $3,090_0� i � Q $3,090_00 <br />84 2504_�02 �ONNECT TO EXlST1NG WATER MAitV �AC#-i $866.51 8 6 3 $5,199.flfi <br />85 2504.0O2 1" CORP�3iZATtON �TO� EACH $193.71 14 14 3 $2,711.94 <br />86 2504.6Q2 8" GA�E VALVE ANfl B�X �AC#-� $954_58 7 7 2 $6,682.Ofi <br />87 2504_602 12" GATE 1JALVE ANt� 8QX EACH $2,247.Q9 2 3 0 $s,741.27 <br />88 2504_602 12"X � 2" WET TAP EACH $4,838.95 1 0 0 $fl.�0 <br />89 2504_602 1" CURB STOP � 80X �A�t-f $2i5.94 14 �3 3 $2,80722 <br />90 �504_602 HYDRANT ASSE1UtBLY EACH $2,563_73 7 6 2 $�5,382.38 <br />91 25{�4_602 6" GATE VALVE SOX EACN $289_Q2 � 4 2 $1,15s_08 <br />92 2�04.f03 �" �YPE K CflPPER PtPE L1N �T $20.59 45� 579.4 ?fi9_� $� i,929.8� <br />g3 2504_fiD3 S" WATER MRIN-DU�T 1RON CC 52 ��N FT $35_94 �40 84 5 $3,�18_96 <br />94 2504.fi43 fi" WATEFZ MAtN-PVC C900 LiN FT $14_71 540 56� 40 $8,31)_15 <br />95 2504_603 12" 1NATER MAlN-PVC C900 Lt(V FT $26_�2 480 459 74 $� 2, � 72_fi8 <br />96 2504.Fi03 HYDRANi EXT�NSf01�1 L1N FT $623_97 7 fl 0 $4_00 <br />�'age 3 <br />