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2 <br />Oi <br />STATEMENT OF ESTIMATED QUANTITIES <br />ITEM NO. <br />MNDOT <br />SPEC NO. <br />ITEM <br />NOTES <br />UNIT <br />TOTAL <br />QUANTITY <br />BASE BID <br />1 <br />2021.501 <br />MOBILIZATION <br />LUMP SUM <br />1 <br />2 <br />2101.505 <br />CLEARING <br />ACRE <br />2.75 <br />3 <br />2101.505 <br />GRUBBING <br />ACRE <br />2.75 <br />4 <br />2104.503 <br />REMOVE BOLLARDS <br />EACH <br />2 <br />5 <br />2104.503 <br />REMOVE PIPE SEWERS (STORM) <br />LIN FT <br />60 <br />6 <br />2106.507 <br />EXCAVATION -COMMON <br />(1) <br />LUMP SUM <br />1 <br />7 <br />2106.507 <br />COMMON EMBANKMENT (CV) <br />(2) <br />CU YD <br />940 <br />8 <br />2106.601 <br />DEWATERING <br />LUMP SUM <br />1 <br />9 <br />2108.604 <br />POND LINER SYSTEM <br />(1), (2), (3) <br />SQYD <br />4415 <br />10 <br />2123.610 <br />STREET SWEEPER (WITH PICKUP BROOM) <br />HR <br />24 <br />11 <br />2502.502 <br />15" RC PIPE APRON <br />EACH <br />1 <br />12 <br />2502.502 <br />24" RC PIPE APRON <br />EACH <br />3 <br />13 <br />2503.503 <br />15" RC PIPE SEWER 3006 CLASS V <br />LIN FT <br />64 <br />14 <br />2503.503 <br />24" RC PIPE SEWER 3006 CLASS III <br />LIN FT <br />150 <br />15 <br />2503.503 <br />36" RC PIPE SEWER 3006 CLASS III <br />LIN FT <br />30 <br />16 <br />2503.503 <br />48" RC PIPE SEWER 3006 CLASS III <br />LIN FT <br />30 <br />17 <br />2503.601 <br />TEMPORARY BYPASS PUMPING <br />LUMP SUM <br />1 <br />18 <br />2503.602 <br />CONNECT TO EXISTING STORM SEWER <br />EACH <br />4 <br />19 <br />2506.502 <br />CASTING ASSEMBLY (STORM SEWER) <br />EACH <br />2 <br />20 <br />2504.601 <br />IRRIGATION REPAIR <br />LIN FT <br />200 <br />21 <br />2506.603 <br />CONSTRUCT DRAINAGE STRUCTURE (OUTLET CONTROL) <br />LIN FT <br />7 <br />22 <br />2506.603 <br />CONSTRUCT DRAINAGE STRUCTURE DES 96-4020 WITH DIVERSION BAFFLE <br />LIN FT <br />14 <br />23 <br />2511.507 <br />RANDOM RIP RAP CLASS III <br />CU YD <br />50 <br />24 <br />2563.601 <br />TRAFFIC CONTROL <br />LUMP SUM <br />1 <br />25 <br />2573.501 <br />STABILIZED CONSTRUCTION EXIT <br />EACH <br />1 <br />26 <br />2573.501 <br />STORM DRAIN INLET PROTECTION <br />EACH <br />5 <br />27 <br />2573.503 <br />SILT FENCE, TYPE MS <br />LIN FT <br />1800 <br />28 <br />2574.507 <br />COMMON TOPSOIL BORROW (LV) <br />CU YD <br />900 <br />29 <br />2574.508 <br />FERTILIZER TYPE 3 <br />POUND <br />530 <br />30 <br />2575.504 <br />EROSION PREVENTION CATEGORY 20 <br />SQYD <br />8500 <br />31 <br />2575.505 <br />SEEDING <br />SQYD <br />8500 <br />32 <br />2575.508 <br />SEED MIXTURE 35-241 <br />POUND <br />70 <br />33 <br />2575.508 <br />HYDRAULIC BONDED FIBER MATRIX <br />POUND <br />500 <br />ADD ALTERNATE 1 <br />34 I 'PREVAILING WAGES I (4) I LUMP SUM I 1 <br />NOTES: <br />(1) <br />(2) <br />(3) <br />BID ITEM INCLUDES ALL TOPSOIL STRIPING, EXCAVATION, AND STOCKPILING. SEE SPECIFICATIONS. AMOUNT OF EXCAVATION IS DEPENDENT ON <br />THE LINER PRODUCT CHOSEN BY THE CONTRACTOR. SEE EARTHWORK TABLES FOR QUANTITIES ASSOCIATED WITH THE DIFFERENT LINER <br />PRODUCTS. <br />BID ITEM INCLUDES TOPSOIL PLACEMENT AND EMBANKMENT REQUIRED AROUND DIVERSION STRUCTURES. PLACEMENT OF SOIL COVER <br />ASSOCIATED WITH THE GEOSYNTHETIC LINER SHALL BE INCLUDED IN THE POND LINER BID PRICE AND NO ADDITIONAL COMPENSATION SHALL BE <br />GRANTED. SEE TABLE FOR APPROXIAMTE ADDITIONAL QUANTITY. <br />BENTONITE COMPOSITE LINER, PVC LINER, HDPE LINER, 2.0-FEET THICK CLAY LINER, OR APPROVED EQUAL. SEE SPECIFICATIONS, THE <br />FURNISHING AND INSTALLING OF SPECIFIC ITEMS AND/OR THE PERFORMANCE OF WORK SHALL NOT BE INDIVIDUALLY PAID IN THE ABSENCE OF <br />A SPECIFIC BID ITEM FOR THE WORK. <br />(4) THE OWNER IS PURSUING ADDITIONAL GRANT FUNDING. SHOULD THE OWNER BE SUCCESSFUL, THE CONTRACT SHALL BE SUBJECT TO STATE <br />PREVAILING WAGE REQUIREMENTS. SEE SPECIFICATION APPENDICES FOR REQUIREMENTS. <br />EARTHWORK SUMMARY - GEOSYNTHETIC LINER SYSTEM <br />NOTES I ITEMS I UNIT I PROJECT TOTAL <br />UNADJUSTED VOLUMES BASED ON CROSS SECTIONS <br />1 <br />TOPSOIL STRIPPING (EV) <br />CUYD <br />1400 <br />1, 2 <br />EXCAVATION (EV) <br />CU YD <br />50625 <br />5 <br />EMBANKMENT MATERIAL REQUIRED (CV) <br />CU YD <br />40 <br />3 <br />TOPSOIL REQUIRED (CV) <br />CU YD <br />900 <br />EMBANKMENT MATERIAL FOR SOIL COVER <br />CU YD <br />1475 <br />EARTHWORK BALANCE <br />TOPSOIL BALANCE <br />8 <br />TOPSOIL REQUIRED (LV) <br />CU YD <br />1350 <br />4 <br />TOPSOIL GENERATED (LV) <br />CU YD <br />1470 <br />EXCESS TOPSOIL (LV) <br />CUYD <br />120 <br />GRADING MATERIAL BALANCE <br />4 <br />GRADING MATERIAL GENERATED (LV) <br />CU YD <br />53156 <br />EMBANKMENT MATERIAL REQUIRED (LV) <br />CU YD <br />48 <br />9 <br />EXCESS GRADING MATERIAL (LV) <br />CU YD <br />53108 <br />EARTHWORK QUANTITIES <br />7 <br />COMMON EXCAVATION (EV) <br />CU YD <br />52025 <br />6 <br />COMMON EMBANKEMENT (CV) <br />CU YD <br />2415 <br />EARTHWORK SUMMARY TABLE NOTES <br />DEPTHS ARE BASED ON <br />(BOTTOM OF <br />NORMAL WATER LEVEL <br />FOR TOPSOIL PLACEMENT <br />LINER PLACEMENT <br />WILL BECOME <br />FROM THE SITE AND DISPOSED <br />1 PAID FOR AS EXCAVATION - COMMON TOPSOIL EXCAVATION <br />SOIL BORINGS (SEE PROJECT MANUAL) <br />2 EXCAVATION BELOW TOPSOIL STRIPPING TO PROPOSED SUBRADE <br />PROPOSED TOPSOIL, BOTTOM OF LINER ) <br />3 4" OF TOPSOIL ACROSS ALL DISTURBED AREAS ABOVE THE <br />4 ASSUMES 1 05 SWELL FACTOR <br />5 PLACEMENT OF EMABANKMENT ANTICIPATING HOLD-DOWN <br />6 INCLUDES TOPSOIL PLACEMENT & 1' SOIL COVER OVER POND <br />7 INCLUDES TOPSOIL EXCAVATION AND REGULAR EXCAVATION <br />8 ASSUMES 1 5 SHRINKAGE FACTOR <br />9 ONCE THE SITE IS BALANCED, ALL EXCESS EXCAVATED MATERIAL <br />PROPERTY OF THE CONTRACTOR AND WLL BE REMOVED <br />OF AT A SITE SECURED BY THE CONTRACTOR <br />EARTHWORK SUMMARY - CLAY LINER SYSTEM <br />NOTES I ITEMS I UNIT I PROJECT TOTAL <br />UNADJUSTED VOLUMES BASED ON CROSS SECTIONS <br />1 <br />TOPSOIL STRIPPING (EV) <br />CUYD <br />1400 <br />1, 2 <br />EXCAVATION (EV) <br />CUYD <br />52105 <br />5 <br />EMBANKMENT MATERIAL REQUIRED (CV) <br />CU YD <br />40 <br />3 <br />TOPSOIL REQUIRED (CV) <br />CU YD <br />900 <br />EARTHWORK BALANCE <br />TOPSOIL BALANCE <br />8 <br />TOPSOIL REQUIRED (LV) <br />CU YD <br />1350 <br />4 <br />TOPSOIL GENERATED (LV) <br />CU YD <br />1470 <br />EXCESS TOPSOIL (LV) <br />CU YD <br />120 <br />GRADING MATERIAL BALANCE <br />4 <br />GRADING MATERIAL GENERATED (LV) <br />CU YD <br />54710 <br />EMBANKMENT MATERIAL REQUIRED (LV) <br />CU YD <br />48 <br />9 <br />EXCESS GRADING MATERIAL (LV) <br />CU YD <br />54662 <br />EARTHWORK QUANTITIES <br />CLAY LINER (CV) <br />CU YD <br />2950 <br />7 <br />COMMON EXCAVATION (EV) <br />CU YD <br />53500 <br />6 <br />COMMON EMBANKEMENT (CV) <br />CU YD <br />940 <br />EARTHWORK SUMMARY TABLE NOTES <br />DEPTHS ARE BASED <br />SUBRADE (BOTTOM OF <br />THE NORMAL WATER <br />FOR TOPSOIL <br />MATERIAL WLL BECOME <br />FROM THE SITE AND <br />1 PAID FOR AS EXCAVATION - COMMON TOPSOIL EXCAVATION <br />ON SOIL BORINGS (SEE PROJECT MANUAL) <br />2 EXCAVATION BELOW TOPSOIL STRIPPING TO PROPOSED <br />PROPOSED TOPSOIL, BOTTOM OF CLAY LINER ) <br />3 4" OF TOPSOIL ACROSS ALL DISTURBED AREAS ABOVE <br />LEVEL <br />4 ASSUMES 1 05 SWELL FACTOR <br />5 PLACEMENT OF EMABANKMENT ANTICIPATING HOLD-DOWN <br />PLACEMENT <br />6 INCLUDES TOPSOIL PLACEMENT <br />7 INCLUDES TOPSOIL EXCAVATION AND REGULAR EXCAVATION <br />8 ASSUMES 1 5 SHRINKAGE FACTOR <br />9 ONCE THE SITE IS BALANCED, ALL EXCESS EXCAVATED <br />PROPERTY OF THE CONTRACTOR AND WILL BE REMOVED <br />DISPOSED OF AT A SITE SECURED BY THE CONTRACTOR <br />I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED <br />BY ME OR UNDER MY DIRECT SUPERVMON AND THAT I AM A DULY LICENSED <br />PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA <br />EVIN P. KIELB <br />LIC <br />0 23211 <br />DATE <br />8/20/2024 <br />BOLTON <br />& MENK <br />7533 SU N WOOD DR NW, SUITE 206 <br />RAMSEY, MN 55303 <br />Phone: (763) 433-2851 <br />Email: Ramsey@ bolton-menk.com <br />www.bolton-menk.com <br />DESIGNED ZFL <br />DRAWN TJH <br />NO <br />ISSUED FOR <br />DATE <br />ADD 1 <br />09/03/2024 <br />CHECKED KPK <br />CITY OF RAMSEY, MINNESOTA <br />RIVERS BEND REGIONAL STORMWATER IMPROVEMENTS <br />CLIENT PRO1 NO <br />CP 25-01 <br />STATEMENT OF ESTIMATED QUANTITIES <br />SHEET <br />4 <br />OF <br />12 <br />