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18-07 SUNFISH LAKE PARK PARKING LOT IMPROVEMENTS <br />STATEMENT OF ESTIMATED QUANTITIES <br />ALTERNATIVE A: POROUS BITUMINOUS PAVEMENT <br />ITEM No. NOTE DESCRIPTION UNIT ESTIMATED <br />QUANTITY <br />MOBILIZATION LS 1 <br />2 1 REMOVE CONCRETE CURB AND GUTTER LF 113 <br />3 REMOVE TREE TREE 3 <br />4 1 SAWING CONCRETE PAVEMENT - FULL DEPTH LF 4 <br />5 1 SAWING BITUMINOUS PAVEMENT - FULL DEPTH LF 113 <br />6 2, 5 COARSE FILTER AGGREGATE (1") (LV) TON 9 <br />7 2 COMMON EXCAVATION (EV) CY 203 <br />8 3 POROUS PAVEMENT (2 X 2" LIFTS) TON 50 <br />9 CONCRETE CURB & GUTTER DESIGN B612 - TIP OUT LF 147 <br />10 2, 5 CRUSHED ROCK (1 5) (LV) TON 153 <br />11 GEOTEXTILE FABRIC TYPE III - NON WOVEN SY 280 <br />12 7 TRAFFIC CONTROL LS 1 <br />13 SALVAGED TOPSOIL (4") SY 67 <br />14 SEDIMENT CONTROL BIO LOGS LF 150 <br />15 INLET PROTECTION EA 1 <br />ALTERNATIVE B: STANDARD BITUMINOUS PAVEMENT <br />ITEM No. NOTE DESCRIPTION UNIT ESTIMATED <br />QUANTITY <br />MOBILIZATION LS 1 <br />2 1 REMOVE CONCRETE CURB AND GUTTER LF 113 <br />3 REMOVE TREE TREE 3 <br />4 1 SAWING CONCRETE PAVEMENT - FULL DEPTH LF 4 <br />5 1 SAWING BITUMINOUS PAVEMENT - FULL DEPTH LF 113 <br />6 2, 5 AGGREGATE BASE CLASS 5 (LV) TON 41 <br />7 2 COMMON EXCAVATION (EV) CY 107 <br />8 6 BITUMINOUS MATERIAL FOR TACK COAT GAL 16 <br />9 4 TYPE SP 9 5 WEARING COURSE MIXTURE (SPWEA340C) (1 5") TON 18 <br />10 4 TYPE SP 125 NON WEARING COURSE MIXTURE (SPNWB330C) TON 24 <br />(20") <br />11 CONCRETE CURB & GUTTER DESIGN B612 - TIP OUT <br />12 7 TRAFFIC CONTROL <br />13 SALVAGED TOPSOIL (4") <br />14 SEDIMENT CONTROL BIO LOGS <br />15 INLET PROTECTION <br />r <br />IF <br />Ens) <br />BR <br />-07 <br />LF 147 <br />LS 1 <br />SY 67 <br />LF 150 <br />EA 1 <br />Ciry of <br />RAMSEY <br />PAY ITEM NOTES: <br />1. REMOVAL LIMITS SHALL BE MARKED IN THE FIELD BY CITY STAFF. <br />2. EV TO CV CONVERSION FACTOR = 1.2. <br />3. ESTIMATED QUANTITY BASED ON APPLICATION RATE OF 113 LB/SY-IN. <br />4. ESTIMATED QUANTITY BASED ON APPLICATION RATE OF 110 LB/SY-IN. <br />5. ESTIMATED QUANTITY BASED ON APPLICATION RATE OF 1.4 TONS/CY. <br />6. ESTIMATED QUANTITY BASED ON APPLICATION RATE OF 0.07 GAL/SY. <br />7. LUMP SUM QUANTITY SHALL INCLUDE ALL COST REQUIRED FOR MAINTAINING ALL FLAGGING OPERATIONS AS NECESSARY, <br />MAINTAINING PEDESTRIAN ACCESS ROUTES, ANY SIGNAGE AND BARRICADES AS NECESSARY. <br />8. THE CONTRACTOR SHALL SALVAGE ON -SITE TOPSOIL AND PLACE MINIMUM 4" OVER DISTURBED AREAS. THIS PAY ITEM <br />INCLUDES FINAL GRADING OF THE TOPSOIL IN PREPARATION FOR SEEDING. SEEDING WITH NATIVE PRAIRIE SEED MIX IS <br />BEING COMPLETED UNDER A SEPARATE CONTRACT. <br />GENERAL NOTES: <br />1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. IT IS NOT <br />GUARANTEED ANY OR ALL EXISTING UTILITIES ARE SHOWN. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF <br />ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES <br />WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND <br />UTILITIES. <br />2. THE CITY HAS A 2" WATER SERVICE LINE WHICH MAY BE IMPACTED BY CONSTRUCTION. IF THIS LINE IS IMPACTED BY <br />CONSTRUCTION THE CONTRACTOR SHALL CONTACT THE CITY TO HAVE THE WATER SUPPLY SHUT OFF. THE CONTRACTOR <br />WILL CLEANLY CUT THE LINE AT THE LIMITS OF CONSTRUCTION WITHOUT FURTHER DAMAGE TO THE LINE. THE CITY WILL <br />REPAIR THIS LINE UNDER A SEPARATE CONTRACT AS NECESSARY. <br />CITY OF RAMSEY <br />(763) 4277- am FAX (763)466s898 <br />STATEMENT OF ESTIMATED QUANTITIES <br />SUNFISH LAKE PARK PARKING LOT IMPROVEMENTS <br />CITY PROJECT NO. 18-07 <br />