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Agenda - Council - 05/27/2025
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05/27/2025
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STATEMENT OF ESTIMATED QUANTITIES <br />IP 25-03 ALPINE DRIVE RECONSTRUCTION (CR 57 / TH 47) <br />CITY OF RAMSEY <br />BASE BID <br />PROJECT <br />TOTALS <br />S.A.P. 199-106-012 <br />S.A.P. 199-107-010 <br />PARTICIPATING <br />PARTICIPATING <br />NON -PARTICIPATING <br />STREET <br />STORM <br />STREET <br />STORM <br />STREET <br />NOTE <br />ITEM NO. <br />MNO T <br />ITEM <br />UNIT <br />QUANTITY <br />QUANTITY <br />QUANTITY <br />QUANTITY <br />QUANTITY <br />QUANITY <br />1 <br />2021.501 <br />MOBILIZATION <br />LS <br />1.000 <br />0.4 <br />0.01 <br />0.06 <br />0.53 <br />1 <br />2 <br />2101.502 <br />CLEARING AND GRUBBING <br />TREE <br />11 <br />11 <br />3 <br />2104.502 <br />REMOVE CATCH BASIN <br />EA <br />6 <br />6 <br />1 <br />4 <br />2104.502 <br />REMOVE LOOP DETECTOR <br />EA <br />5 <br />4 <br />1 <br />1 <br />5 <br />2104.503 <br />REMOVE CURB AND GUTTER <br />LF <br />3479 <br />630 <br />2849 <br />6 <br />2104.503 <br />REMOVE SEWER PIPE (STORM) <br />LF <br />256 <br />57 <br />199 <br />1 <br />7 <br />2104.503 <br />SAWING PAVEMENT (FULL DEPTH) <br />LF <br />1109 <br />721 <br />388 <br />1 <br />8 <br />2104.504 <br />REMOVE PAVEMENT (BITUMINOUS) <br />SY <br />231 <br />231 <br />1 <br />9 <br />2104.504 <br />REMOVE PAVEMENT (CONCRETE) <br />SY <br />40 <br />34 <br />6 <br />2 <br />10 <br />2105.607 <br />SELECT GRANULAR BORROW (LV) <br />CY <br />2855 <br />2855 <br />11 <br />2106.507 <br />EXCAVATION -COMMON (EV) <br />CY <br />556 <br />181 <br />375 <br />12 <br />2106.601 <br />DEWATERING <br />LS <br />1 <br />1 <br />11 <br />13 <br />2106.607 <br />HAUL & STOCKPILE RECLAIM MATERIAL (LV) <br />CY <br />4422 <br />2108 <br />2314 <br />14 <br />2108.504 <br />GEOTEXTILE FABRIC TYPE 4 <br />SY <br />47 <br />47 <br />15 <br />2112.519 <br />SUBGRADE PREPARATION <br />RDST <br />41.8 <br />25.1 <br />16.7 <br />16 <br />2112.604 <br />SUBGRADE PREPARATION (TRAIL) <br />SY <br />1303 <br />1303 <br />17 <br />2123.610 <br />STREET SWEEPER (WITH PICKUP BROOM) <br />HR <br />60 <br />20 <br />40 <br />18 <br />2130.523 <br />WATER <br />MGAL <br />64 <br />19 <br />45 <br />2 <br />19 <br />2211.507 <br />AGGREGATE BASE CLASS 5 MODIFIED (CV) <br />CY <br />1920 <br />1920 <br />11 <br />20 <br />2215.504 <br />FULL DEPTH RECLAMATION <br />SY <br />20440 <br />12849 <br />7591 <br />11 <br />21 <br />2215.504 <br />FULL DEPTH RECLAMATION (BIT. TRAIL) <br />SY <br />1354 <br />1354 <br />22 <br />2232.504 <br />MILL BITUMINOUS SURFACE(2.0") <br />SY <br />581 <br />187 <br />394 <br />4 <br />23 <br />2357.506 <br />BITUMINOUS MATERIAL FOR TACK COAT <br />GAL <br />1783 <br />1010 <br />773 <br />5 <br />24 <br />2360.509 <br />TYPE SP 12.5 NON -WEARING COURSE MIXTURE (3,C) <br />TON <br />3016 <br />1903 <br />1113 <br />5 <br />25 <br />2360.509 <br />TYPE SP 9.5 WEARING COURSE MIXTURE (3,C) (DRIVEWAY) <br />TON <br />17 <br />17 <br />5 <br />26 <br />2360.509 <br />TYPE SP 9.5 WEARING COURSE MIXTURE (3,C) (ROADWAY) <br />TON <br />3023 <br />1712 <br />1311 <br />5 <br />27 <br />2360.509 <br />TYPE SP 9.5 WEARING COURSE MIXTURE (3,C) (TRAIL) <br />TON <br />196 <br />3 <br />193 <br />28 <br />2411.502 <br />CONSTRUCT CONCRETE END CAP <br />EA <br />2 <br />2 <br />29 <br />2452.618 <br />SHEET PILING <br />SF <br />126 <br />126 <br />30 <br />2501.502 <br />15" RC PIPE APRON <br />EA <br />1 <br />1 <br />31 <br />2501.502 <br />18" RC PIPE APRON <br />EA <br />2 <br />1 <br />1 <br />32 <br />2501.502 <br />58" SPAN RC PIPE -ARCH APRON <br />EA <br />2 <br />2 <br />33 <br />2501.602 <br />TRASH GUARD FOR 15" RC PIPE APRON <br />EA <br />1 <br />1 <br />34 <br />2501.602 <br />TRASH GUARD FOR 18" RC PIPE APRON <br />EA <br />2 <br />1 <br />1 <br />12 <br />35 <br />2503.503 <br />15" RC PIPE SEWER DESIGN 3006 CLASS III <br />LF <br />170 <br />170 <br />12 <br />36 <br />2503.503 <br />18" RC PIPE SEWER DESIGN 3006 CLASS III <br />LF <br />136 <br />77 <br />59 <br />12 <br />37 <br />2503.503 <br />58" SPAN RC PIPE -ARCH SEWER CLASS IIA <br />LF <br />69 <br />69 <br />38 <br />2503.602 <br />CONNECT TO EXISTING STORM SEWER <br />EA <br />1 <br />1 <br />39 <br />2503.603 <br />CLEAN & VIDEO TAPE PIPE SEWER (STORM) <br />LF <br />367 <br />69 <br />298 <br />40 <br />2506.502 <br />ADJUST FRAME AND RING CASTING <br />EA <br />2 <br />2 <br />41 <br />2506.502 <br />CASTING ASSEMBLY (STORM) <br />EA <br />7 <br />7 <br />42 <br />2506.502 <br />CONSTRUCT DRAINAGE STRUCTURE DESIGN 2'X3' <br />EA <br />3 <br />3 <br />43 <br />2506.502 <br />CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4020 <br />EA <br />4 <br />4 <br />44 <br />2506.602 <br />GROUT CATCH BASIN <br />EA <br />9 <br />5 <br />4 <br />45 <br />2511.507 <br />RANDOM RIP RAP CLASS III <br />CY <br />12 <br />12 <br />46 <br />2531.503 <br />CONCRETE CURB AND GUTTER DESIGN B618 <br />LF <br />3480 <br />631 <br />2849 <br />10 <br />47 <br />2563.601 <br />TRAFFIC CONTROL <br />LS <br />1 <br />0.4 <br />0.6 <br />48 <br />2565.602 <br />RIGID PVC LOOP DETECTOR 6'X6' <br />EA <br />5 <br />4 <br />1 <br />49 <br />2565.603 <br />2" NON-METALLIC CONDUIT <br />LF <br />119 <br />105 <br />14 <br />50 <br />2573.501 <br />STORM DRAIN INLET PROTECTION <br />EA <br />21 <br />11 <br />10 <br />51 <br />2573.502 <br />STABILIZED CONSTRUCTION EXIT <br />EA <br />4 <br />2 <br />2 <br />52 <br />2573.503 <br />SILT FENCE; TYPE MS <br />LF <br />5143 <br />304 <br />4839 <br />3 <br />53 <br />2574.507 <br />TOPSOIL (LV) <br />CY <br />722 <br />235 <br />487 <br />6 <br />54 <br />2574.508 <br />FERTILIZER TYPE 3 <br />LB <br />112 <br />68 <br />44 <br />7 <br />55 <br />2574.508 <br />FERTILIZER TYPE 4 <br />LB <br />58 <br />58 <br />56 <br />2575.504 <br />ROLLED EROSION PREVENTION CATEGORY 20 <br />SY <br />2326 <br />2326 <br />57 <br />2575.505 <br />SEEDING <br />ACRE <br />1.04 <br />0.34 <br />0.7 <br />9 <br />58 <br />2575.508 <br />HYDAULIC MULCH MATRIX <br />LB <br />2240 <br />1360 <br />880 <br />6 <br />59 <br />2575.508 <br />SEED RESIDENTIALTURFGRASS <br />LB <br />112 <br />68 <br />44 <br />8 <br />60 <br />2575.508 <br />SEED WET DITCH <br />LB <br />10 <br />10 <br />61 <br />2575.601 <br />LANDSCAPE RESTORATION <br />LS <br />1 <br />0.5 <br />0.5 <br />62 <br />2582.503 <br />24" SOLID LINE MULTI COMP <br />LF <br />545 <br />341 <br />204 <br />63 <br />2582.503 <br />4" DOUBLE SOLID LINE MULTI COMP <br />LF <br />5815 <br />2909 <br />2906 <br />64 <br />2582.503 <br />4" SOLID LINE MULTI COMP <br />LF <br />11503 <br />6190 <br />5313 <br />65 <br />2582.518 <br />PAVT MSSG MULTI COMP <br />SF <br />210 <br />90 <br />120 <br />STATEMENT OF ESTIMATED QUANTITIES <br />IP 25-03 ALPINE DRIVE RECONSTRUCTION (CR 57 /TH 47) <br />CITY OF RAMSEY <br />ALTERNATIVE BID <br />PROJECT <br />TOTALS <br />S.A.P. 199-106-012 <br />S.A.P. 199-107-010 <br />PARTICIPATING <br />PARTICIPATING <br />NON -PARTICIPATING <br />STREET <br />STORM <br />STREET <br />STORM <br />STREET <br />NOTE <br />ITEM NO. <br />MNO. T <br />ITEM <br />UNIT <br />QUANTITY <br />QUANTITY <br />QUANTITY <br />QUANTITY <br />QUANTITY <br />QUANITY <br />1� <br />66 <br />2104.503 <br />REMOVE CURB AND GUTTER <br />LF <br />229 <br />209 <br />20 <br />1 <br />67 <br />2104.503 <br />SAWING PAVEMENT (FULL DEPTH) <br />LF <br />333 <br />272 <br />57 <br />4 <br />1 <br />68 <br />2104.504 <br />REMOVE PAVEMENT (BITUMINOUS) <br />SY <br />421 <br />421 <br />1 <br />69 <br />2104.504 <br />REMOVE PAVEMENT (CONCRETE) <br />SY <br />49 <br />49 <br />70 <br />2106.507 <br />EXCAVATION -COMMON (EV) <br />CY <br />290 <br />198 <br />82 <br />10 <br />11 <br />71 <br />2106.607 <br />HAUL& STOCKPILE RECLAIM MATERIAL (LV) <br />CY <br />501 <br />348 <br />137 <br />16 <br />72 <br />2112.604 <br />SUBGRADE PREPARATION (TRAIL) <br />SY <br />5332 <br />3687 <br />1489 <br />156 <br />73 <br />2130.523 <br />WATER <br />MGAL <br />26 <br />19 <br />7 <br />2 <br />74 <br />2211.507 <br />AGGREGATE BASE CLASS 5 MODIFIED (CV) <br />CY <br />60 <br />60 <br />11 <br />75 <br />2215.504 <br />FULL DEPTH RECLAMATION (BIT. TRAIL) <br />SY <br />5480 <br />3812 <br />1499 <br />169 <br />76 <br />2232.504 <br />MILL BITUMINOUS SURFACE(2.0") <br />SY <br />27 <br />27 <br />4 <br />77 <br />2357.506 <br />BITUMINOUS MATERIAL FOR TACK COAT <br />GAL <br />28 <br />28 <br />5 <br />78 <br />2360.509 <br />TYPE SP 12.5 NON -WEARING COURSE MIXTURE (3,C) <br />TON <br />48 <br />48 <br />5 <br />79 <br />2360.509 <br />TYPE SP 9.5 WEARING COURSE MIXTURE (3,C) (DRIVEWAY) <br />TON <br />3 <br />3 <br />5 <br />80 <br />2360.509 <br />TYPE SP 9.5 WEARING COURSE MIXTURE (3,C) (ROADWAY) <br />TON <br />36 <br />36 <br />5 <br />81 <br />2360.509 <br />TYPE SP 9.5 WEARING COURSE MIXTURE (3,C) (TRAIL) <br />TON <br />791 <br />547 <br />221 <br />23 <br />82 <br />2504.602 <br />ADJUST VALVE BOX <br />EA <br />8 <br />5 <br />3 <br />83 <br />2504.602 <br />VALVE BOX SECTION <br />EA <br />3 <br />2 <br />1 <br />84 <br />2506.502 <br />ADJUST FRAME AND RING CASTING <br />EA <br />2 <br />2 <br />85 <br />2506.602 <br />GROUT CATCH BASIN <br />EA <br />2 <br />2 <br />86 <br />2521.504 <br />6" CONCRETE WALK <br />SY <br />168 <br />157 <br />11 <br />87 <br />2521.602 <br />DRILL & GROUT REINF BAR (EPDXY COATED) <br />EA <br />105 <br />98 <br />7 <br />88 <br />2531.503 <br />GLITTER DESIGN B618 <br />CONCRETE CURB AND GU <br />LF <br />226 <br />209 <br />17 <br />89 <br />2531.618 <br />TRUNCATED DOMES <br />SF <br />134 <br />116 <br />18 <br />90 <br />2563.601 <br />ALTERNATE PEDESTRIAN ROUTE <br />LS <br />1 <br />0.7 <br />0.25 <br />0.05 <br />91 <br />2573.501 <br />STORM DRAIN INLET PROTECTION <br />EA <br />4 <br />4 <br />92 <br />2573.503 <br />SILT FENCE; TYPE MS <br />LF <br />583 <br />103 <br />480 <br />3 <br />93 <br />2574.507 <br />TOPSOIL (LV) <br />CY <br />378 <br />258 <br />107 <br />13 <br />6 <br />94 <br />2574.508 <br />FERTILIZER TYPE 3 <br />LB <br />106 <br />74 <br />28 <br />4 <br />7 <br />95 <br />2574.508 <br />FERTILIZER TYPE 4 <br />LB <br />2 <br />2 <br />96 <br />2575.504 <br />ROLLED EROSION PREVENTION CATEGORY 20 <br />SY <br />52 <br />52 <br />97 <br />2575.505 <br />SEEDING <br />ACRE <br />0.54 <br />0.37 <br />0.15 <br />0.02 <br />9 <br />98 <br />2575.508 <br />HYDAULIC MULCH MATRIX <br />LB <br />2120 <br />1480 <br />560 <br />80 <br />6 <br />99 <br />2575.508 <br />SEED RESIDENTIALTURFGRASS <br />LB <br />106 <br />74 <br />28 <br />4 <br />8 <br />100 <br />2575.508 <br />SEED WET DITCH <br />LB <br />1 <br />1 <br />101 <br />2575.601 <br />LANDSCAPE RESTORATION <br />LS <br />1 <br />0.8 <br />0.1 <br />0.1 <br />PAY ITEM NOTES: <br />1. REMOVAL LIMITS SHALL BE MARKED IN THE FIELD BY CITY STAFF. <br />2. EV TO CV CONVERSION FACTOR = 1.25. <br />3. LV TO CV CONVERSION FACTOR = 1.30. <br />4. ESTIMATED QUANTITY BASED ON APPLICATION RATE OF 0.07 GAL/SY. <br />5. ESTIMATED QUANTITY BASED ON APPLICATION RATE OF 113 LB/SY-IN. <br />6. ESTIMATED QUANTITY BASED ON 200 LB/ACRE. <br />7 ESTIMATED QUANTITY BASED ON 120 LB/ACRE. <br />8 ESTIMATED QUANTITY BASED ON 20 LB/ACRE. <br />9. ESTIMATED QUANTITY BASED ON 4000 LB/ACRE. <br />10.LUMP SUM QUANTITY SHALL INCLUDE ALL COST REQUIRED FOR MAINTAINING ALL FLAGGING OPERATIONS AS NECESSARY, MAINTAINING PEDESTRIAN ACCESS ROUTES, ANY <br />SIGNAGE AND BARRICADES AS NECESSARY. <br />11.EXCESS RECLAMATION MATERIAL SHALL BE HAULED FROM THE ONSITE STOCKPILE LOCATION TO THE CITY OF RAMSEY WATER TOWER SITE, 16600 SAINT FRANCIS BLVD. THE <br />EXPECTED RECLAMATION DEPTH IS 10 INCHES. QUANTITY IS ESTIMATED FROM 4.5-INCHES OF REMOVAL BETWEEN CSAH 5 AND TH 47, 10-INCHES OF REMOVAL BETWEEN CR <br />57 AND CSAH 5, AND 2.5-INCHES REMOVAL ON TRAIL SECTIONS. HAULING BACK TO THE PROJECT SITE IS INCIDENTAL. RECLAIM MATERIAL USED AS AGGREGATE BASE SHALL <br />BE PAID BY THE AGGREGATE BASE CLASS 5 MODIFIED PAY ITEM. <br />12.THE EXCAVATION REQUIRED FOR UTILITY INSTALLATION IS INCIDENTAL TO THE UTILITY PAY ITEM. IF SUBGRADE MATERIAL IS DETERMINED TO BE UNUSABLE BY THE <br />ENGINEER REPLACEMENT MATERIAL SHALL BE SELECT GRANULAR AND PAYMENT SHALL BE BY THE SELECT GRANULAR PAY ITEM. <br />GENERAL NOTES: <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. <br />THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND <br />ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. <br />2 THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING IRRIGATION SYSTEMS WITHIN THE PROJECT CONSTRUCTION LIMITS BEFORE COMMENCING <br />WORK. THE CONTRACTOR IS RESPONSIBLE FOR AVOIDING DAMAGE TO IRRIGATION SYSTEMS WHERE POSSIBLE. <br />3. PERMANENT SIGN REMOVAL AND INSTALLATION IS TO BE PERFORMED BY CITY OF RAMSEY PUBLIC WORKS DEPARTMENT. <br />DATE <br />REVISION <br />U4/24/25 <br />HEVISEU S IUHM SEWER / HEVISEU HEUES I MAN HAMHS <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 ufpder the la s of the Sty of Minnesota <br />JOE FE'RTRNCEK <br />Date 03/21/25 <br />Lic No 57095 <br />DESIGNED BY: <br />DRAWN BY: <br />JJF <br />JJF <br />cnTE <br />03/21/25 <br />CHECKED BY: <br />JJF <br />FILE <br />25-03 <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. 199-106-012 / S.A.P 199-107-010 <br />ALPINE DRIVE RECONSTRUCTION <br />CITY PROJECT NO. 25-03 <br />CITY OF RAMSEY, MINNESOTA <br />SHEET <br />02 <br />OF <br />84 <br />
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