Agenda - Council - 06/12/2018 - Laserfiche WebLink

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STATEMENT OF ESTIMATED QUANTITES PARTICIPATING PARTICIPATING TAB MNICIOT INDEX NOTES ITEM NO. SPEC NO. ITEM DESCRIPTION UNIT TOTAL S.A.P. 199-109-006 S.A.P. 199-109-006 S ROAD STORM 1 2021 501 MOBILIZATION LUMP SUM 05 F 2 2101 501 CLEARING AND GRUBBING LUMP SUM 1 1 F 3 2102 503 PAVEMENT MARKING REMOVAL LIN FT 250 F 4 2104 502 REMOVE DRAINAGE STRUCTURE EACH 1 F 5 2104 502 REMOVE SIGN EACH 10 K 6 2104 502 SALVAGE HYDRANT & VALVE EACH 1 F 1 7 2104 503 REMOVE PIPE CULVERTS LIN FT 32 32 F 8 2104 503 REMOVE CURB AND GUTTER LIN FT 174 F 9 2104 503 REMOVE SEWER PIPE (STORM) LIN FT 85 F 10 2104 504 REMOVE BITUMINOUS PAVEMENT SQYD 4491 157 F 11 2104.518 REMOVE CONCRETE PAVEMENT SQYD 59 G 12 2105 507 COMMON EXCAVATION (P) CU YD 6505 3260 G 13 2105 507 SUBGRADE EXCAVATION CU YD 200 100 G, I 14 2105.507 SELECT GRANULAR BORROW (CV) CU YD 200 100 2 15 2105 601 SITE GRADING LUMP SUM 1 16 2118 507 AGGREGATE SURFACING (CV) CLASS 5 CU YD 45 25 3 17 2211.509 AGGREGATE BASE (LV) CLASS 5 MODIFIED TON 8895 3790 1g 2360 509 TYPE 95 WEARING COURSE MIX (2,B)(SPWEA240B) TON 110 95 1g 2360 509 TYPE 12 5 WEARING COURSE MIX (3,C) (SPWEB340C) TON 2360 880 20 2360 509 TYPE 12 5 NON WEARING COURSE MIX (3,B) (SPNWB330B) TON 1950 1100 21 2501.502 15" RC PIPE APRON EACH 1 22 2501 502 18" RC PIPE APRON EACH 23 2501 502 24" RC PIPE APRON EACH 24 2501.602 TRASH GUARD FOR 15" PIPE APRON EACH 25 2501 602 TRASH GUARD FOR 18" PIPE APRON EACH 26 2501 602 TRASH GUARD FOR 24" PIPE APRON EACH 1 1 27 2503 503 12" RC PIPE SEWER DESIGN 3006 CLASS III LIN FT 431 225 28 2503 503 15" RC PIPE SEWER DESIGN 3006 CLASS III LIN FT 2308 1149 29 2503 503 18" RC PIPE SEWER DESIGN 3006 CLASS III LIN FT 193 142 30 2503 503 24" RC PIPE SEWER DESIGN 3006 CLASS III LIN FT 92 92 J 31 2503602 CONNECT TO EXISTING STORM SEWER EACH 1 F 32 2503 602 CONSTRUCT BULKHEAD EACH 1 K 33 2504602 CONNECT TO EXISTING WATER MAIN EACH 1 F 34 2504 602 ADJUST GATE VALVE & BOX EACH 9 7 K 35 2504602 INSTALL HYDRANT & VALVE EACH 1 K 36 2504.603 6" WATERMAIN DUCTILE IRON CL 53 LIN FT 17 J 37 2506502 CASTING ASSEMBLY EACH 28 14 F 38 2506 502 ADJUST FRAME AND RING CASTING EACH 8 4 J 39 2506.503 CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4020 LIN FT 12 12 4 40 2506602 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPEC 1 LIN FT 70 43 J 5 41 2506 602 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPEC 2 LIN FT 53 25 M 42 2511.507 RANDOM RIPRAP CL III TON 36 12 H 43 2521.518 6" CONCRETE WALK SQ FT 860 320 H 44 2531 503 CONCRETE CURB & GUTTER DES B618 LIN FT 6125 3199 H 45 2531 504 6" CONCRETE DRIVEWAY PAVEMENT SQYD 85 85 H 46 2531.618 TRUNCATED DOMES SQ FT 140 76 47 2563 601 TRAFFIC CONTROL LUMP SUM 1 0.5 48 2563 601 TRAFFIC CONTROL SUPERVISOR LUMP SUM 1 05 M 49 2573 501 STABILIZED CONSTRUCTION EXIT LUMP SUM 1 05 M 50 2573 502 STORM DRAIN INLET PROTECTION EACH 26 14 M 51 2573 503 SILT FENCE, TYPE MS LIN FT 5275 2451 M 52 2573 503 SEDIMENT CONTROL LOG TYPE WOOD CHIP LIN FT 60 G 53 2574 507 COMMON TOPSOIL BORROW CU YD 660 411 M 54 2574 508 FERTILIZER TYPE 3 POUND 380 160 M 55 2575 505 SEEDING ACRE 2 08 M 56 2575 508 SEEDING MIXTURE 25-121 POUND 190 75 M 57 2575 508 HYDRAULIC BONDED FIBER MATRIX POUND 6470 2690 L 6 58 2582.503 4" SOLID LINE MULTI COMP LIN FT 12235 6050 L 6 59 2582 503 4" BROKEN LINE MULTI COMP LIN FT 965 425 L 6 60 2582 503 4" DBLE SOLID LINE MULTI COMP LIN FT 938 532 L 6 61 2582.503 24" SOLID LINE MULTI COMP LIN FT 285 130 L 62 2582 518 PAVT MSSG MULTI COMP SQ FT 450 210 L 63 2582 518 CROSSWALK MULTI COMP SQ FT 480 300 1) ITEM INCLUDES APRON LENGTH 2) DITCH GRADING SOUTH OF BUNKER LAKE BOULEVARD. STA 14+75 TO STA 17+04 3) AGGREGATE SHALL BE SALVAGED FROM CITY STOCKPILE 4) DESIGN 48-4020 WITH A 4022 COVER 5) 2' x 3' CATCH BASIN. SEE SHEET C1.03 FOR DETAIL 6) QUANTITY IS FOR ACTUAL PAINTED LENGTH • 9olton & Menk, Inc. 2018, A11 Rights Reserved H:\RAMS\R16114473\CAD\ 114473G002A.dwg 4/26/2018 10:40 AM BOLTON & MENK 7533 SUNWOOD DF RAMSEY, MINNE Phone: (763) Email: Ramsey@bc www.bolton-n