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I <br /> CITY OF EVERETT SPECIAL PROVISIONS <br /> I <br /> ITEM PLANTOTAL <br /> ITEM DESCRIPTION UNIT PRICE I <br /> NO. QUANTITY AMOUNT <br /> 19 45 LF RELOCATE EXISTING WATER MAIN, 0;14 <br /> 14 t�'S1v '296-INCH DIAM. I <br /> 20 30 LF M <br /> RELOCATE EXISTING WATER MAIN, P° °-J <br /> ' <br /> 180 pr, i ` . <br /> 8-INCH DIA . <br /> 21 35 LF STORM DRAIN PIPE, 6-INCH $ SZ I 2O"°' I <br /> 22 1,668 LF STORM DRAIN PIPE, 8-INCH DIA r (ii,. HO 1+ I-7 \ . <br /> 1-0 <br /> 23 6,084 LF STORM DRAIN PIPE, 12-INCH DIA :4' fl , 5 ci ' 35))31 (::. . <br /> 24 1,498 LF STORM DRAIN PIPE, 18-INCH DIA # b; ; (.0 Ii 102,-.112 - 8() I <br /> 25 695 LF STORM DRAIN PIPE,24-INCH DIA it. 91 iq° ii (, 7 -11 i • Uv <br /> 26 356 LF STORM DRAIN PIPE, 30-INCH DIA it141 .-5 !, ". 4(:3 .`)--Q 1 <br /> 27 71 EA INLET $1 iL1+3.= 1' 1C) , 3 ' I <br /> 28 23 EA CATCH BASIN, TYPE 1 A 1 ,$13 •°' g5; 079. <br /> 29 21 EA CATCH BASIN, TYPE 1L 5210k-j; • Ii, 421 q L[S." ' <br /> 30 46 EA CATCH BASIN, TYPE 2, 48-INCH DIA X31 D LS• '' 1 y U 1 q ciD- <br /> CH DIA • 3 4S.o; "'1 V °J t <br /> 31 3 EA CATCH BASIN, TYPE 2, 54-IN 3i 1�1 <br /> 32 5 EA CATCH BASIN, TYPE 2, 60-INCH DIA $ I 0 b• II. 27DI 03D •v� <br /> I <br /> 33 3 EA CATCH BASIN,TYPE 2, 72-INCH DIA 6 S 1190 •°s 1o, 11 22b ©� <br /> 34 10 LF CATCH BASIN,TYPE 2, 48-INCH DIA, no L `i I <br /> ADDITIONAL HEIGHT 1 <br /> 35 2 EA WATER QUALITY TREATMENT t 1q� 1}, ,►i 7�1$ --c" <br /> USTRUCTURE <br /> 36 1 EA BYPASS STRUCTURE, 60-INCH DIA A b12 0- b`2�1 <br /> i 1 EA BYPASS STRUCTURE, 72-INCH DIA ',� 1 i V IL' 11050 ,C� <br /> CEMENT CONCRETE PAVEMENT c <br /> 38 625 SY BASE TYPE III (H.E.S.) FOR TRENCH y5• `'g 1 M 1i7-5 <br /> PATCH <br /> 39 3,882 SY PLANING BITUMINOUS PAVEMENT 1 21 i�Z� (1$36‘ .V1 <br /> (2"DEEP) [ �i i <br /> North Wetmore Stormwater Separation Division P-PROPOSAL March 2018 <br /> I <br /> Work Order No.-UP3659 SP-20 Addendum No. 2 <br /> Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal I <br />