05-11-2004 Council Agenda - Laserfiche WebLink

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2503 511 27 RC PIPE SEWER DESIGN 3006 CLASS IV I LF i $58.08 j 1 3 _ i 3 - 208` S 12,080.64 2503 11 27 RC PIPE SEWER DESIGN 3006 CLASS V 1 LF - -- -- -- - - - - -- - - -- I I F 881 17 :' 1 $ - - -- I S 35 5 8,919 60 ! _ I $» 5S 1 2503 5741 3G RC PIPE SEWER DESIGN 3006 CLASS V ! ! $ - 2331 18,912.61 2503 541 42" PC PIPE SEWER DESIGN 3006 CLASS 11 LF 1 870.96 - -- ' - - - - -- - -- 8 S, __- .._ . -. i 8 - 225' S 15,966 00 : S 260 5i1 42 RC PIPE SEWER DESIGN 3006 CLASS III 1 LF I 58154 j I $ __ . 3 j 1901 8 15,492.60 �� 2 03541 42 RC PIPE SEWER DESIGN 3006 CLASS IV I LF ! 382.00 1 1 5 1 1 - -- - - - -- _ -_.- - 1 $ 3111 25,830.00 4 _ > 1 2 u3 602 CONNcCT TO EXISTING STORM SEWER EA i 3354,14 1 S - ! 354.14 Z667-5-0t1 CONST DRAINAGE STRUCTURE DESIGN A OR F I LF 9 6 3195A8 ! __ - - -- - -- I$ - I3 i °0.313 25,879 C O N S T S T R U C T U R E 6 LF 1 ! $267A4 1 ; $ - I 3 - 1 1 131 S 29,5999.79 2_506_.501 CONST DRAINAGE STRUCTURE DESIGN SPECIALI LF 1 j 3200.00 I 1 $ 3 - 1 1 $ j 25066 5 - 01 CONST DRAINAGE STRUCTURE DESIGN 54 -4020 1 LF 398.49 1 j 5 1 $ - ___ 29 71 3 5 925.15 j 25 u6501 CONST DRAINAGE STRUCTURE DESIGN 60- 40201 LF I 1 $341.37 1 1 $ 1 $ - I- 18.81 5 6L17.76 1 2-6.-073-.501 CONST DRAINAGE STRUCTURE DESIGN 66 -4020 1 1 -' S 1 - - -- - - -- LF I � 530939 - 1 �- - - i -- 15 $ - j 5 sr -T 1 701 65 ! 2.:06.601 CONST DRAINAGE STRUCTURE DESIGN 72- 4020) LF 1 $432.73 1, $ j 1 1 -2 -" - -- - t- --- '- - - ---- - - 3 -._.. 5 3 $ 2,293A7 1 2506.601 CONST DRAINAGE STRUCTURE DESIGN 78 -4020 I LF 1 $44421 i $ - 1 � q _ t-_ - - -- __ _ _ - 176. $ 3,849 75 1 2-506:561 CONST DRAINAGE STRUCTURE DESIGN 84-4020 I, LF 3582 .69 ' rS _ - ' $ - ; 6.bi S 3,845.75 1 2506 Sut CONST DRAINAGE STRUCTURE DESIGN 90 -4020 I LF 3567.37 I _ _1 $ - _1 I S - L 5 31 $ 3_007 06 I 251)1i.501 CONST DRAINAGE STRUCTURE DESIGN 96 -4020 LF 1 3638.41 1 8 ($ 5.3 3 3,383 57 1 .I 5-Y6W.5-6-1 CONST DRAINAGE STRUCTURE DESIGN 120 -40201 LF 1 j 58942 ! $ - - - -- _ $ 1 5.31 $ 4,739.31 . 2605 516 CASTING ASSEMBLY - -- _ (EA _ ! $415.93 I __ 1 $ _ - 5 - -- G9 8 25,699 17 I - - -- 2511 501 RANDOM RIPRAP CLASS II j CY $39.13 1- 0; s - 15.2±.5 -- - --- 1 I S - 1 715.17 t i 2511.501 RANDOM RIPRAP CLASS IV 1 CY 544.13 1 01 $ - 1 1 _ -- ---J- 2521.501 4" CONCRETE WALK (bitumlous trail?) 1 87 1 1 S -1 5 S�, S 255 95 I - 2031 501 CONCRETE CURB & GUTTER DESIGN B624 - I 3 - -- I LF j I 39.97 1 31261 $ 31,17619 1 l ?751 $ 12,711.75 1 $ 1 2531 507 5" CONCRETE DRIVEWAY PAVEMENT 1 SYT (3) 1 $36 -04 I 1261 3 4,541.04 i 491 $ 1,765.96 1 �3 j 2531.507 8" CONCRETE DRIVEWAY PAVEMENT 1 (3) 1 $41.03 1 791 3 3,241.37 � 1 $ - - -- - SY r 2540.618 BRICK PAVERS F 1 37.00 1 $ - -- s 2610 618 INSTALL BRICK PAVERS 1 SF $10.00 1 I S - 1 I 5 1 3 - 2570 530 INLET PROTECTION TYPE A 384.47 1 - . -. -.._ E4 1 ! Oj $ - I 01 $ - 1 $ 2573.530 INLET PROTECTION TYPE C EA $1,563 1 01 3 - j 01 $ - 1 $ - -__ 2573 530 INLET PROTECTION TYPED _1 EA ! 3815.09 0 $ - _ 01 3 - 1 1 3 r 2575.501 SEEDING 1 AC' (4) $11409 j 0.191 3 21 -68 1 I $ $ 257-5,6•05-SODDING- T�'RE -LAWN -- SY COMP 1 ' j - 1 $ - $ -, -j 2575 23 EROSION CONTROL BLANKETS CATEGORY 1 1 SY 1 (4) 1 31.11 1 9321$ 1,034.52 1 _ j $ - _ 1 $ • 2575608 SEED MIXTURE 270 1 LB , (4) j 84.00 , _ 231 $ 92.00 1 13 i $ 2575.532 COMMERCIAL FERTILIZER ANALYSIS 22 -5 -10 1 LB 1 (4) 30.29 1 671 5 19.43 i $ -- -- i 5 1 - -- 2104 501 CLEARING (ACRE) 1 1 31,56623 1 013 - - -- ,2104.50-1 CLEARING (TREE) $72,69 0 3 _ - $ _ S • 2104 501 GRUBBING (ACRE) -- - - - - -- - -._.. 2104 01 GRUBBING (TREE) - -- t I $71.04 1 0'1:8 - 1 -- 3 $ 1 -- -- 2104.503 REMOVE BITUMINOUS WALK j - 1 - ., -- - -- - - -- 2104.603 REMOVE CONCRETE WALK j j - - -. 1 01$ - - -- 5 1 5 - _ - - - -- -- --