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66TH AVENUE ROADWAY WIDENING (49TH STREET TO 69TH STREET) <br />PROJECT NO. IRC -1505 BID NO. 2021018 <br />MINIM <br />WCD034 <br />HURRICANE PREPAREDNESS FOR TROPICAL STORM NICOLE <br />m� <br />LS <br />1 <br />2,690.13 <br />2,590.13 <br />WCD035 <br />ADJ FOR BITUMINOUS MAT'L 4/1/0223 TO 6/30/2023 FDOT PART <br />LS <br />1 <br />10 792.62 <br />10 792.62 <br />EXTEND THE LIMITS OF THE DITCH LINING AT THE NR CANAL <br />WCD036 <br />BRIDGE FROM 25' OUTSIDE THE BRIDGE EASTWARD <br />LS <br />1 <br />55 767.85 <br />55 767.85 <br />WCD038 <br />ADJ FOR BITUMINOUS MAT'L 7/1/2023- 9/30/2023 <br />LS <br />1 <br />25488.57 <br />25488.57 <br />DELIVERY OF DRAINAGE STRUCTURES S-857 & EX -1 TO <br />WCD039 <br />COUNTY MAINTENANCE YARD <br />LS <br />1 <br />6,846.44 <br />6,846.44 <br />6" GRANULAR SUBBASE IN LIEU OF 12" TYPE B STABILIZATOIN <br />WCD040 <br />FOR 300 LF 53RD ST WEST <br />LS <br />1 <br />5,046.28 <br />1 5,046.28 <br />CONSTRUCT CURVED BARRIER WALL TO THE SW QUADRANT <br />WCD041 <br />OF 53RD ST BRIDGE PER PLAN REV #7 <br />LS <br />1 <br />90 816.88 <br />90 816.88 <br />WCD042 <br />ICONSTRUCT UTILITY PIPE CRADLES AS SHOWN IN EXHIBIT A <br />LS <br />1 <br />20 794.56 <br />20 794.56 <br />CONSTRUCT CURVED BARRIER WALL TO SW QUADRANT OF <br />WCD043 <br />57TH ST BRIDGE PER PLAN REV #15 <br />LS <br />1 <br />1D5 167.31 <br />105 167.31 <br />CONSTRUCT CURVED BARRIER WALL TO NW & SW <br />WCD044 <br />QUADRANTS OF BRIDGE AT 61ST & 65TH STREETS <br />LS <br />1 <br />322 502.83 <br />322 502.83 <br />WCD045 <br />067 - 1A Road 0570 1 1 - PERFORMANCE TURF SOD 1 - BAHIA <br />SY <br />14,680 <br />3.00 <br />44 040.00 <br />WCD045 <br />251 - 1B Road 570-1-2A- PERFORMANCE TURF SOD BAHIA <br />SY <br />16,355 <br />3.00 <br />49 065.00 <br />ADJ FOR BITUMINOUS MAT'L 6/1 - 6/30 THAT WAS LEFT OFF <br />WCD046 <br />WCD035 <br />LS <br />1 <br />1774.40 <br />1774.40 <br />PERFORM THERMAL INTEGRITY PROFILING (TIP) TESTING OF <br />WCD047 <br />DRILLED SHAFT B AT 53RD ST INTERSECTION <br />LS <br />1 <br />2,607.41 <br />2,607.41 <br />PLACE 6" GRANULAR SUBBASE IN LIEU OF 12" TYPE B <br />STABILIZATION FROM STA 185+00 TO 195+00 AND STA0195+00 <br />WCD048 <br />TO 200+00 ON 69TH ST WEST ABOUT 6,667 SY <br />LS <br />1 <br />22 195.81 <br />22 195.81 <br />PLACE 6" GRANULAR SUBBASE IN LIEU OF 12" TYPE B <br />STABILIZATION FROM STA 208+66 TO 211+66 (AVG WIDTH 32') <br />WCD049 <br />ON 65TH STREET <br />LS <br />1 <br />6,379.05 <br />6,379.05 <br />CONSTRUCT AERIAL WATER MAIN CROSSING OVER NRC <br />WC0050 <br />BRIDGE <br />LS <br />1 <br />E3,921.26 <br />53 921.26 <br />EXTEND THE HEIGHT OF SS -323 HEADWALL BY 3.8 FEET PER <br />WCD051 <br />I REVISION #24 PHASE 1B <br />LS <br />1 1 <br />19 328.48 <br />19 328.48 <br />IMPLEMENT 53RD STREET BRIDGE PLAN REVISION #1 THAT <br />REMOVED 36" SINGLE SLOPE TRAFFIC RAIL AND REPLACED <br />WCD052 <br />W/9'-4" RAISED SIDEWALK <br />LS <br />1 <br />31 144.36 <br />31 144.36 <br />APPLY CLASS 5 APPLIED FINISH COATINGS PER SECTION 975 <br />WCD053 <br />TO ROADWAY BARRIER WALLS <br />LS <br />1 <br />9,628.13 <br />9,628.13 <br />REGRADE & RESET FORMS FOR WESTERN APPROACH SLAB <br />WCD054 <br />IAT 57TH ST BRIDGE IN RESPONSE TO RFI 74 <br />LS <br />1 1 <br />9,372.30 <br />9,372.30 <br />REVISE THE SWALE ON 61 ST ST PER PLAN REV #22 TO <br />WCD055 <br />COLLECT STORMWATER BETWEEN STA 205+00 & 208+00 <br />LS <br />1 <br />'?,657.46 <br />7,657.46 <br />MODIFY S-1605 ON 57TH ST TO ACCOMMODATE HISTORIC <br />WCD056 <br />DRAINAGE FORM FIELD TO THE NORTH <br />LS <br />1 <br />5,487.98 <br />5,487.98 <br />WCDO57 <br />HURRICANE PREPAREDNESS FOR HURRICANE IAN <br />LS <br />1 <br />6,403.12 <br />6,403.12 <br />PLACE 6" GRANULAR SUBBASE IN LIEU OF 12" TYPE B <br />WCD058 <br />ISTABILIZATION ALONG 53RD ST WEST APPROX 5187 SY <br />LS <br />1 <br />S8,532.89 <br />58 532.89 <br />ABANDON EXISTING WELL ON 65TH ST EAST (ST 311+30.8,3.2' <br />WCD059 <br />LT TOP ELEV 19.55) <br />LS <br />1 <br />10 222.88 <br />10 222.88 <br />REIMBURSEMENT RAW MATERIAL PRICE INCREASE FOR <br />WCD060 <br />WCD023 FEBRUARY 2021 <br />SY <br />4,486 <br />20.55 <br />92191.41 <br />WCD061 <br />ADJ FOR BITUMINOUS MAT'L - 1/2024 - 3/2024 <br />LS <br />1 <br />27 362.76 <br />27 362.76 <br />WCD062 <br />RESET DRAINAGE STR SS -216 INLET TOP <br />LS <br />1 <br />3,451.15 <br />3,451.15 <br />WCD063 <br />CONSTRUCT 69TH ST WEST AS SHOWN IN PLAN REV 29 <br />LS <br />1 <br />51 357.05 <br />51 357.05 <br />ABANDON IN[PLACE & FILL PARTIALLY INSTALLED PIPE RUNS <br />WCD064 <br />ON 69TH ST WEST W/NON-EXCAVATABLE FLOWABLE FILL <br />LS <br />1 <br />20 218.94 <br />20 218.94 <br />WCD065 <br />ADJ FOR BITUMINOUS MAT'L 4/1/2024 - 6/30/20204 <br />LS <br />1 <br />a4,970.01 <br />84 970.01 <br />7 <br />F:\Pubic Works\ENGINEERING DIVISION PROJECTS\1505-66th Aye WideNrgL49th St to 69th SM-AdmhAgenda Ite Trop d Cbseout\WORIONG FOLDER\IRC-1505_DESC OF CNGS CO 1 <br />37 <br />