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IP 25-07 2025 Neighborhood Overlay Improvements <br />Statement of Estimated Quantities <br />IP 25-07 2025 Neighborhood Overlay Improvements <br />MnDOT <br />Item Description <br />Quantity <br />Statement of Estimated Quantities - Alternate <br />Item No. <br />No <br />Note <br />Unit <br />MnDOT <br />1 <br />2021.501 <br />MOBILIZATION <br />LS <br />1 <br />Item No. <br />No. <br />Note <br />Item Description <br />Unit <br />Quantity <br />2 <br />2104.503 <br />1 <br />REMOVE CONCRETE CURB AND GUTTER <br />LF <br />2,720 <br />1 <br />2232.504 <br />MILL BITUMINOUS SURFACE (2.5") TRAIL <br />SY <br />3,225 <br />3 <br />2104.503 <br />1 <br />SAWING BITUMINOUS PAVEMENT (FULL DEPTH) <br />LF <br />2,220 <br />2 <br />2360.509 <br />4 <br />TYPE SP 9.5 WEARING COURSE MIXTURE (3,C) 1.5" TRAIL <br />TON <br />225 <br />4 <br />2104.503 <br />1 <br />SAWING CONCRETE (FULL DEPTH) <br />LF <br />1,370 <br />5 <br />2104.503 <br />12 <br />CONCRETE CURB & GUTTER PREPARATION <br />EA <br />80 <br />3 <br />2360.509 <br />4 <br />TYPE SP 9.5 WEARING COURSE MIXTURE (3,C) 2.5" TRAIL <br />TON <br />455 <br />6 <br />2104.503 <br />1 <br />REMOVE & REPLACE BITUMINOUS FLUME <br />SY <br />3 <br />4 <br />2506.502 <br />ADJUST FRAME AND RING CASTING <br />EA <br />4 <br />7 <br />2104.503 <br />REMOVE CONCRETE BULL NOSE <br />SY <br />65 <br />5 <br />2574.507 <br />7 <br />TOPSOIL (LV) <br />CY <br />32 <br />8 <br />2104.503 <br />11 <br />REMOVE CENTER MEDIAN LANDSCAPING <br />LS <br />1 <br />6 <br />2575.501 <br />9 <br />TURF ESTABLISHMENT <br />ACRE <br />0.15 <br />9 <br />2104.503 <br />1 <br />REMOVE WATER MAIN <br />LF <br />240 <br />10 <br />2104.503 <br />1 <br />REMOVE VALVE BOX <br />EA <br />8 <br />PAY ITEM NOTES: <br />11 <br />2104.504 <br />1 <br />REMOVE BITUMINOUS PAVEMENT (TRAIL) <br />SY <br />59 <br />1. REMOVAL LIMITS SHALL BE MARKED IN THE FIELD BY CITY STAFF. <br />12 <br />2104.504 <br />1 <br />REMOVE CONCRETE WALK <br />SY <br />1,010 <br />2. EV TO CV CONVERSION FACTOR = 1.25. <br />13 <br />2104.504 <br />1 <br />REMOVE CONCRETE VALLEY GUTTER <br />SY <br />19 <br />14 <br />2105.607 <br />1 <br />COMMON EXCAVATION <br />CY <br />80 <br />3. ESTIMATED QUANTITY BASED ON APPLICATION RATE OF 0.07 GAL/SY. <br />15 <br />2105.607 <br />13 <br />SUBSOIL EXCAVATION <br />CY <br />180 <br />4. ESTIMATED QUANTITY BASED ON APPLICATION RATE OF 113 LB/SY-IN. <br />15 <br />2106.607 <br />1 <br />HAUL & STOCKPILE RECLAIM MATERIAL (LV) <br />CY <br />330 <br />5. LUMP SUM QUANTITY SHALL INCLUDE ALL COST REQUIRED FOR MAINTAINING ALL FLAGGING OPERATIONS AS NECESSARY, MAINTAINING PEDESTRIAN ACCESS ROUTES, ANY <br />16 <br />2112.519 <br />SUBGRADE PREPARATION <br />RDST <br />15 <br />SIGNAGE AND BARRICADES AS NECESSARY. <br />17 <br />2123.610 <br />STREET SWEEPER (WITH PICKUP BROOM) <br />HOUR <br />5 <br />6. FINISH WITH CLEAR CURING COMPOUND. <br />18 <br />2130.523 <br />WATER <br />MGAL <br />10 <br />7. CV TO LV CONVERSION FACTOR = 1.3. <br />19 <br />2211.507 <br />2 <br />AGGREGATE BASE CLASS 5 MODIFIED (CV) <br />CY <br />420 <br />20 <br />2215.504 <br />FULL DEPTH RECLAMATION <br />SY <br />4,700 <br />8. SAW AND SEAL NUMBERS ARE FOR FULL -DEPTH CONCRETE CURB & GUTTER FOR ENTIRE CURB & GUTTER WIDTH. SEAL WITH POLYURETHANE CAULK. NOT INCLUDED IN <br />SAWING CONCRETE PAY ITEM. <br />21 <br />2231.603 <br />8 <br />SAWED & SEALED JOINT <br />EA <br />192 <br />22 <br />2231.604 <br />10 <br />BITUMINOUS PATCH <br />SY <br />1,000 <br />9. TURF ESTABLISHMENT INCLUDES SEEDING, SEED MIXTURES, FERTILIZER, AND OTHER SOIL AMENDMENTS. SEED MIXTURE SHALL BE 25-151. FOLLOW MNDOT SEEDING MANUAL <br />GUIDELINES FOR APPLICATION RATES. <br />23 <br />2232.504 <br />MILL BITUMINOUS SURFACE (2.0") <br />SY <br />47,100 <br />10.BITUMINOUS PATCH QUANTITIES INCLUDE AREAS SHOWN ON PLAN SHEETS AS WELL AS AN ESTIMATED 2% OF MILLING AREA. <br />24 <br />2357.506 <br />3 <br />BITUMINOUS MATERIAL FOR TACK COAT <br />GAL <br />3,630 <br />25 <br />2360.509 <br />4 <br />TYPE SP 12.5 NON WEARING COURSE MIXTURE (3,C) 2.0" <br />TON <br />535 <br />11. REMOVAL OF TREES, VEGETATION, LANDSCAPING ROCK, BASE MATERIAL, AS WELL AS IRRIGATION LINES ARE INCIDENTAL TO THE REMOVE CENTER MEDIAN LANDSCAPING PAY <br />ITEM. <br />26 <br />2360.509 <br />4 <br />TYPE SP 9.5 WEARING COURSE MIXTURE (3,C) 2.0" <br />TON <br />5,850 <br />12.THOROUGHLY CLEAN ALL JOINTS AND CRACKS BY WATER FLUSHING THAT ARE MARKED ON 145TH AVE IN THE RAMSEY TOWN CENTER DEVELOPMENT. AFTER JOINT HAS DRIED, <br />27 <br />2360.509 <br />4 <br />TYPE SP 9.5 WEARING COURSE MIXTURE (3,C) 2.0" TRAIL <br />TON <br />4 <br />SANDBLAST THEN AIR BLAST. ASSURE THAT THE JOINTS OR CRACKS ARE CLEAN, DRY, AND FREE OF ALL INCOMPRESSIBLE MATERIAL BEFORE FILLING WITH BITUMINOUS <br />28 <br />2503.602 <br />GROUT CATCH BASIN <br />EA <br />109 <br />MICTURE. <br />29 <br />2504.602 <br />ADJUST VALVE BOX <br />EA <br />38 <br />13. SUBSOIL EXCAVATION ITEM INCLUDES ANY TOPSOIL MATERIAL THAT SHALL BE REMOVED IN THE LANDSCAPED CENTER MEDIAN AREA. <br />30 <br />2506.502 <br />ADJUST FRAME AND RING CASTING <br />EA <br />18 <br />GENERAL NOTES: <br />31 <br />2506.502 <br />REPLACE FRAME & RING CASTING <br />EA <br />17 <br />1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. IT IS NOT GUARANTEED ANY OR ALL EXISTING UTILITIES ARE SHOWN. THE <br />32 <br />2521.504 <br />6 <br />6" CONCRETE WALK <br />SY <br />990 <br />CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL <br />33 <br />2521.602 <br />DRILL & GROUT REINF BAR (EPDXY COATED) <br />EA <br />850 <br />DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. <br />34 <br />2531.503 <br />6 <br />CONCRETE CURB & GUTTER DESIGN B618 <br />LF <br />1,435 <br />2. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING IRRIGATION SYSTEMS WITHIN THE PROJECT CONSTRUCTION LIMITS BEFORE COMMENCING WORK. <br />35 <br />2531.503 <br />6 <br />CONCRETE CURB & GUTTER DESIGN SURMOUNTABLE <br />LF <br />12 <br />THE CONTRACTOR IS RESPONSIBLE FOR AVOIDING DAMAGE TO IRRIGATION SYSTEMS WHERE POSSIBLE. <br />36 <br />2531.604 <br />6 <br />7" CONCRETE VALLEY GUTTER <br />SY <br />39 <br />37 <br />2531.618 <br />TRUNCATED DOMES <br />SF <br />1,320 <br />38 <br />2563.601 <br />5 <br />TRAFFIC CONTROL <br />LS <br />1 <br />39 <br />2563.601 <br />ALTERNATIVE PEDESTRIAN ROUTE <br />LS <br />1 <br />40 <br />2573.602 <br />STABILIZED CONSTRUCTION ENTRANCE <br />EA <br />3 <br />41 <br />2573.502 <br />STORM DRAIN INLET PROTECTION <br />EA <br />26 <br />42 <br />2574.507 <br />7 <br />TOPSOIL (LV) <br />CY <br />90 <br />43 <br />2575.501 <br />9 <br />TURF ESTABLISHMENT <br />ACRE <br />0.10 <br />DATE <br />REVISION <br />I hereby certify that this plan, specrfication, or report was prepared <br />by me or under myarectsupervision and that I a duly Licensed <br />Professional Engi. r under •- .ws ofthe St. .f Minnesota <br />DESIGNED BY: <br />LWC <br />Cityof <br />7� q 7� �{�+ <br />R_AIVISE i <br />CITY OF RAMSEY <br />7550 SUNWOOD DRIVE <br />7 <br />RAMSEY, MN 55303 <br />(763) 427-1410 FAX (763) 433-9898 <br />STATEMENT OF ESTIMATED QUANTITES <br />2025 NEIGHBORHOOD OVERLAY IMPROVEMENTS <br />CITY PROJECT NO. 25-07 <br />CITY OF RAMSEY, MINNESOTA <br />SHEET / <br />02 <br />OF <br />32 <br />SHEETS <br />DRAWN BY: <br />LWC <br />OS/05/25 <br />05/ <br />CHECKED BY: <br />11F <br />ripe <br />25-07 <br />JO' F ' ANCEK <br />/05/05/25 <br />Da L¢ No 57095 <br />