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STATEMENT OF ESTIMATED QUANTITIES <br />IP 26-06 2026 MSA PAVEMENT OVERLAY IMPROVEMENTS <br />CITY OF RAMSEY <br />PROJECT <br />TOTALS <br />S.A.P. <br />199-101-013 <br />S.A.P.199-128-001 <br />S.A.P. <br />199-128-001 <br />STAGED <br />CONSTRUCTION <br />PARTICIPATING <br />PARTICIPATING <br />PARTICIPATING <br />STREET <br />STREET <br />STORM <br />STREET <br />NOTE <br />ITEM <br />NO. <br />MNDOT <br />NO. <br />ITEM <br />UNIT <br />QUANTITY <br />QUANTITY <br />QUANTITY <br />QUANTITY <br />QUANTITY <br />1 <br />2021.501 <br />MOBILIZATION <br />LS <br />1.00 <br />0.35 <br />0.45 <br />0.05 <br />0.15 <br />1 <br />2 <br />2104.503 <br />REMOVE BITUMINOUS CURB <br />LF <br />198 <br />198 <br />1 <br />3 <br />2104.503 <br />REMOVE SEWER PIPE (STORM) <br />LF <br />60 <br />60 <br />1, 12 <br />4 <br />2104.503 <br />SAWING PAVEMENT (FULL DEPTH) <br />LF <br />1239 <br />256 <br />919 <br />64 <br />1 <br />5 <br />2104.504 <br />REMOVE GRAVEL SURFACE <br />SY <br />32 <br />32 <br />1 <br />6 <br />2104.504 <br />REMOVE PAVEMENT (BITUMINOUS) <br />SY <br />32 <br />32 <br />2 <br />7 <br />2105.607 <br />SELECT GRANULAR BORROW (LV) <br />CY <br />674 <br />674 <br />2 <br />8 <br />2106.507 <br />EXCAVATION - COMMON (EV) <br />CY <br />30 <br />30 <br />2 <br />9 <br />2106.507 <br />EXCAVATION - SUBGRADE (EV) <br />CY <br />540 <br />540 <br />10 <br />2106.601 <br />DEWATERING <br />LS <br />1 <br />1 <br />11 <br />2108.504 <br />GEOGRID TYPE 2 <br />SY <br />4800 <br />4800 <br />12 <br />2108.504 <br />GEOTEXTILE FABRIC TYPE 5 <br />SY <br />760 <br />760 <br />13 <br />2112.519 <br />SUBGRADE PREPARATION <br />RDST <br />15 <br />15 <br />2 <br />14 <br />2118.507 <br />AGGREGATE SURFACING CLASS 5 <br />SY <br />32 <br />32 <br />15 <br />2123.610 <br />STREET SWEEPER (WITH PICKUP BROOM) <br />HR <br />5 <br />5 <br />16 <br />2130.523 <br />WATER FOR DUST CONTROL <br />MGAL <br />10 <br />10 <br />2 <br />17 <br />2211.507 <br />AGGREGATE BASE CLASS 5 MODIFIED (CV) <br />CY <br />1589 <br />1589 <br />1 <br />18 <br />2215.504 <br />FULL DEPTH RECLAMATION <br />SY <br />5359 <br />5359 <br />1 <br />19 <br />2231.604 <br />BITUMINOUS PATCH <br />SY <br />917 <br />476 <br />441 <br />1 <br />20 <br />2232.504 <br />MILL BITUMINOUS SURFACE (1.5") <br />SY <br />54951 <br />21537 <br />33414 <br />1, 12 <br />21 <br />2232.504 <br />MILL BITUMINOUS SURFACE (2.0") <br />SY <br />142 <br />142 <br />3, 12 <br />22 <br />2357.506 <br />BITUMINOUS MATERIAL FOR TACK COAT <br />GAL <br />4220 <br />1508 <br />2339 <br />373 <br />4 <br />23 <br />2360.504 <br />TYPE SP 9.5 WEARING COURSE MIXTURE (3,C) (DRIVEWAY) <br />SY <br />32 <br />32 <br />4 <br />24 <br />2360.509 <br />TYPE SP 12.5 NON -WEARING COURSE MIXTURE (3,C) <br />TON <br />764 <br />764 <br />4, 12 <br />25 <br />2360.509 <br />TYPE SP 9.5 WEARING COURSE MIXTURE (3,C) (ROADWAY) <br />TON <br />6812 <br />2434 <br />3776 <br />602 <br />26 <br />2411.502 <br />CONSTRUCT CONCRETE END CAP <br />EA <br />2 <br />2 <br />27 <br />2452.618 <br />SHEET PILING <br />SF <br />98 <br />98 <br />28 <br />2501.502 <br />36" RC SAFETY APRON <br />EA <br />2 <br />2 <br />11 <br />29 <br />2503.503 <br />36" RC PIPE SEWER DESIGN 3006 CLASS III <br />LF <br />45 <br />45 <br />30 <br />2531.503 <br />CONCRETE CURB AND GUTTER DESIGN B618 <br />LF <br />198 <br />198 <br />5, 12 <br />31 <br />2563.601 <br />TRAFFIC CONTROL <br />LS <br />1.00 <br />0.35 <br />0.45 <br />0.05 <br />0.15 <br />32 <br />2573.502 <br />STABILIZED CONSTRUCTION EXIT <br />EA <br />1 <br />1 <br />33 <br />2573.503 <br />SILT FENCE; TYPE MS <br />LF <br />2590 <br />2590 <br />34 <br />2573.503 <br />SEDIMENT CONTROL LOG TYPE STRAW <br />LF <br />2590 <br />2590 <br />9, 12 <br />35 <br />2574.507 <br />TOPSOIL (LV) <br />CY <br />812 <br />712 <br />100 <br />6, 12 <br />36 <br />2575.501 <br />TURF ESTABLISHMENT <br />ACRE <br />0.72 <br />0.51 <br />0.21 <br />12 <br />37 <br />2575.504 <br />ROLLED EROSION PREVENTION CATEGORY 20 <br />SY <br />3465 <br />2465 <br />1000 <br />7, 8, 12 <br />38 <br />2575.505 <br />WEED SPRAYING <br />ACRE <br />0.35 <br />0.25 <br />0.1 <br />7, 8, 12 <br />39 <br />2575.506 <br />WEED SPRAY MIXTURE <br />GAL <br />2 <br />1 <br />1 <br />12 <br />40 <br />2575.523 <br />WATER FOR TURF ESTABLISHMENT <br />MGAL <br />55 <br />30 <br />25 <br />10 <br />41 <br />2575.602 <br />LANDSCAPE RESTORATION <br />EA <br />1 <br />1 <br />12 <br />42 <br />2582.503 <br />4" BROKEN LINE MULTI COMP <br />LF <br />2830 <br />670 <br />1850 <br />310 <br />43 <br />2582.503 <br />4" DOUBLE SOLID LINE MULTI COMP <br />LF <br />3570 <br />2345 <br />1225 <br />12 <br />44 <br />2582.503 <br />4" SOLID LINE MULTI COMP <br />LF <br />40325 <br />13210 <br />23665 <br />3450 <br />45 <br />2582.602 <br />PAVT MSSG MULTI COMP <br />EA <br />10 <br />4 <br />6 <br />PAY ITEM NOTES: <br />1. REMOVAL LIMITS, INCLUDING BITUMINOUS PATCHING LIMITS, SHALL BE MARKED IN THE FIELD BY CITY STAFF. <br />2. EV TO CV CONVERSION FACTOR = 1.25. <br />3. ESTIMATED QUANTITY BASED ON APPLICATION RATE OF 0.07 GAL/SY. <br />4. ESTIMATED QUANTITY BASED ON APPLICATION RATE OF 113 LB/SY-IN. <br />5. LUMP SUM QUANTITY SHALL INCLUDE ALL COST REQUIRED FOR MAINTAINING ALL FLAGGING OPERATIONS AS NECESSARY, MAINTAINING <br />PEDESTRIAN ACCESS ROUTES, ANY SIGNAGE AND BARRICADES AS NECESSARY. ITEM INLUDES SET UP AND MAINTENANCE OF DETOUR <br />ROUTES. <br />6. TURF ESTABLISHMENT INCLUDES SEEDING, SEED MIXTURES, FERTILIZER, AND OTHER SOIL AMENDMENTS. SEED SHALL BE MNDOT WET <br />DITCH MIX UNLESS OTHERWISE NOTED. COVER SHALL BE ROLLED EROSION PREVENTION CATEGORY 20 UNLESS OTHERWISE NOTED. <br />FOLLOW THE LATEST EDITION OF MNDOT SEEDING MANUAL GUIDELINES FOR APPLICATION RATES. <br />7. CLOPYRALID HERBICIDE LABELED FOR RIGHT OF WAY USE AND FORMULATED AT 3 POUNDS ACID EQUIVALENT PER GALLON. <br />8. SPRAY PERENNIAL NOXIOUS WEEDS GROWING IN STOCKPILES AND STAGING AREA BEFORE FLOWERING . SPOT -SPRAY PERENNIAL <br />NOXIOUS WEEDS IN AREAS OF PERMANENT SEEDING TWO OR MORE WEEKS AFTER MOWING BUT BEFORE FLOWERING. <br />9. STOCKPILING OF ANY SALVAGED TOPSOIL USED IS INCIDENTAL TO THE TOPSOIL PAY ITEM. <br />10.CONTRACTOR IS RESPONSIBLE FOR RESTORING ALL LANDSCAPING TO AS GOOD OR BETTER CONDITION. THE EACH QUANTITY CONSIT OF <br />LANDSCAPING FOR LOTS THAT ARE ANTICIPATED TO HAVE SOME LANDSCAPING FIXES AROUND MAILBOXES OR DRIVEWAYS. <br />11.LINEAR FOOT MEASUREMENT DOES NOT INCLUDE FLARED END SECTIONS. <br />12.WEAR COURSE PAVING BETWEEN STATIONS 46+00 AND 61+00 SHALL NOT OCCUR UNTIL AFTER 2027 SPRING ROAD RESTRICTIONS HAVE <br />BEEN LIFTED. ASSOCIATED RE -WORK FOR TOPSOIL AND TURF ESTABLISHMENT AS WELL AS RE-ESTABLISHMENT OF PAVEMENT MARKINGS <br />WILL BE REQUIRED AFTER WEAR COURSE PAVING. <br />GENERAL NOTES: <br />1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. IT IS NOT GUARANTEED ANY OR <br />ALL EXISTING UTILITIES ARE SHOWN. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE <br />COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS <br />FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. <br />2. THE GEOGRID ROADWAY SECTION, GENERALLY STATIONS 49+00 TO 61+00, CONSTRUCTION SEQUENCE IS ANTICATED TO INCLUDE: 12" <br />FULL -DEPTH RECLAMATION (PER GEOTECH REPORT, EXISTING PAVEMENT SECTION RANGED FROM 14-INCHES TO 21-INCHES); <br />DEWATERING AND CULVERT INSTALLATION, PLACE GEOTEXTILE FABRIC BELOW CULVERT AND AT 20:1 SLOPE ON POOR SOILS AT 34 FEET <br />WIDE; PLACEMENT OF GEOGRID AT BOTTOM OF AGGREGATE BASE ELEVATION (IN GENERAL ON TOP OF FDR) AT 36 FEET WIDE <br />FOLLOWING MANUFACTURER REQUIREMENTS FOR PLACEMENT, OVERLAP, AND AGGREGATE SPREADING; PLACEMENT OF 6-INCHES OF <br />AGGREGATE BASE; PLACEMENT OF 2.5" NON -WEAR COURSE BITUMINOUS PAVEMENT; PLACEMENT OF PAVEMENT MARKINGS; <br />RESTORATION INCLUDING MINIMUM 4" TOPSOIL AND TURF ESTABLISHMENT. THE WEAR COURSE WILL BE LEFT OFF OVER THE WINTER <br />AND DURING SPRING THAW TO ALLOW ANY SETTLMENT TO OCCUR; SPRING 2027 WORK INCLUDES TRANSITION MILLING AND <br />PLACEMENT OF 2" WEAR COURSE BITUMINOUS PAVEMENT, PLACEMENT OF ADDITIONAL TOPSOIL AND TURF ESTABLISHMENT (ASSUMED <br />3 FEET WIDE ALONG EDGE OF PAVEMENT), PLACEMENT OF PAVEMENT MARKINGS. SPRING 2027 CONSTRUCTION ESTIMATED QUANTITIES <br />ARE IDENTIFIED SEPARATELY AS STAGED CONSTRUCTION WITHIN THE STATEMENT OF ESTIMATED QUANTITIES. <br />3. ANY PERMANENT SIGN REMOVAL AND INSTALLATION IS TO BE PERFORMED BY CITY OF RAMSEY PUBLIC WORKS DEPARTMENT. <br />DATE <br />REVISION <br />I hereby certify that this plan, specrfication, or report was prepared <br />by me or under my direct supervision and that I am a duly Licensed <br />Professional Engineer uer the law of the Staf f Minnesota <br />Milt& <br />Date !'/2/26 Lic No 57095 <br />DESIGNED BY: <br />11F <br />DRAWN BY: <br />11F <br />cnTE <br />5/29/26 <br />CHECKED BY: <br />11F <br />FILE <br />26-02 <br />CITY OF RAMSEY <br />7550 SUNWOOD DRIVE <br />RAMSEY, MN 55303 <br />(763) 427-1410 FAX (763) 433-9898 <br />STATEMENT OF ESTIMATED QUANTITIES <br />S.A.P. 199-101-013 / S.A.P. 199-128-001 <br />2026 MSA PAVEMENT OVERLAY IMPROVEMENTS <br />CITY PROJECT NO. 26-02 <br />CITY OF RAMSEY, MINNESOTA <br />SHEET <br />02 <br />OF <br />31 <br />