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66TH AVENUE ROADWAY WIDENING (49TH STREET TO 69TH STREET) <br />PROJECT NO. IRC -1505 BID NO. 2021018 <br />T <br />FAPubllc Works\ENGINEERING DIVISION PROJECTS\1505-66th Am Wid.Arg_49th SI to 69th St\7-AdmiMpsrde Items\Project 0oseout\WOWING FOLDER\IRC-1505_DESC OF CNGS CO 1 <br />38 <br />REMOVE AND DISPOSE 2 DBIS AT APPROX STA297+53.50RT <br />WCD066 <br />AND STA300+53RT <br />LS <br />1 <br />23 565.17 <br />23 565.17 <br />REIMBURSE CONTRACTOR FOR GUARDRAIL PRICE INCREASE <br />WCD067 <br />AND ADD'L 6 ITEM 536-8 EOR REVISION <br />LS <br />1 <br />41 975.00 <br />41 975.00 <br />REPLACE 1000' ROCK BASE WITH ASPHALT BASE FULL WIDTH <br />WCD069 <br />LT ROADWAY FROM STA 367+10 TO STA 377+10 <br />LS <br />1 <br />417 155.16 <br />417 155.16 <br />DIRECTIONAL BORE UNDER SOUTHBOUND 66TH AVE AND <br />INSTALL A 2" CONDUIT TO PASS THE ELECTRIC WIRES FROM <br />WEST SIDE WHERE FPL POWER AVAILABLE FOR IRRIGATION <br />WCD070 <br />PUMPS <br />LS <br />1 <br />5,453.38 <br />5,453.38 <br />RELOCATE DRAINAGE STRUCTURE SS -314 AND PERFORM ALL <br />WCD071 <br />WORK ASSOCIATED WTH PLAN REVISION 32 <br />LS <br />1 <br />16 308.21 <br />16 308.21 <br />WCD072 <br />SILT FENCE <br />LS <br />1 <br />6,768.81 <br />6,768.81 <br />F&I SIDEWALK PLATES AT THE OPEN JOINTS ON THE 53RD ST <br />WCD073 <br />BRIDGE <br />LS <br />1 <br />8,786.98 <br />8,786.98 <br />ADJ BID UNIT PRICE FOR BITUMINOUS MATERIAL JULY 1, 2024 - <br />WCD074 <br />ISEPT 30 2024 <br />LS <br />1 <br />52 380.08 <br />52 380.08 <br />WCD075 <br />HURRICANE MILTON PREPAREDNESS MEASURES <br />LS <br />1 <br />5,336.55 <br />5,336.55 <br />RELOCATE HEADWALL SS -220 AND REGRADE ADJACENT <br />WCD076 <br />SWALE ALONG 65TH STREET EAST PER PLAN REV #28 <br />LS <br />1 <br />5,659.00 <br />5,659.00 <br />PROVIDE A 12" W IDE SLOT AT ELEVATION 20.85 (APPROX 4") ON <br />WCD077 <br />ITHE EAST SIDE OF DRAINAGE STRUCTURE SS -329 <br />LS <br />1 <br />718.91 <br />718.91 <br />F&I PEDESTRIAN HANDRAIL (PAY ITEM 515 1 2) AT FIVE <br />LOCATIONS AND LENGTHS AS SHOWN ON WCD079 TOTAL 45 <br />WCD079 <br />LF <br />LS <br />1 <br />3,053.44 <br />3,053.44 <br />WCD080 <br />INCORPORATE FOOT DCE MEMO 22-03 FOR STEEL GUARDRAIL <br />LS <br />1 <br />23 089.09 <br />23 089.09 <br />CONSTRUCT DRIVEWAY ON 57TH ST PER PLAN REV 16 AND <br />WCD082 <br />I ADD RADIUS CURBS AT DRIVEWAY ON 69TH ST <br />LS <br />1 1 <br />'0,190.3 <br />10 190.36 <br />REGRADE EMBANKMENT ON EAST SIDE OF NORTH RELIEF <br />W CDO83 <br />CANAL AT LATERAL A CANAL <br />LS <br />1 <br />5,257.87 <br />5,257.87 <br />EXTEND PROPOSED FIBER OPTIC WORK FROM NW CORNER <br />WCDO84 <br />OF 66TH AVE AT 57TH ST TO STORM GROVE MIDDLE SCHOOL <br />LS <br />1 <br />7,592.00 <br />7,592.00 <br />COMPENSATE CONTRACTOR FOR MATERIALS UNUSED IN <br />WCD085 <br />MATERIAL DRAINAGE STRUCTURE S412 <br />LS <br />1 <br />1,224.91 <br />1.224.91 <br />ADJ BID UNIT PRICE FOR BITUMINOUS MATERIAL JULY 1, 2024 - <br />WCD086 <br />ISEPT 30 2024 <br />LS <br />1 1 <br />62 926.92 <br />62 926.92 <br />COMPENSATE CONTRACTOR FOR EXTENDED MOT & EROSION <br />WCDO88 <br />CONTROL 354 DAYS <br />LS <br />1 <br />422 440.00 <br />422 440.00 <br />WCD089 <br />34 DAY NONCOMPENSABLE TIME FOR FPL DELAYS <br />LS <br />1 <br />0.00 <br />0.00 <br />WCD090 <br />FINAL FIBER OPTIC CONNECTION CHANGES <br />LS <br />1 <br />22 468.72 <br />22 468.72 <br />F&I DUAL 6" UNDERDRAIN/INFILTRATION SYSTEM CONNECTING <br />WCD091 <br />TO STRUCTURE S-1508 <br />LS <br />1 <br />32 788.07 <br />32 788.07 <br />ADD'L PATCH PANEL AND SPLICES TO NEW FIBER OPTIC <br />WCD092 <br />NETWORK AT 57TH STREET <br />LS <br />1 <br />3,243.16 <br />3,243.16 <br />ADDITIONAL THERMOPLASTIC STRIPING FOR PH1A NOT <br />WCD093 <br />INCLUDED ON TABULATION OF QUANTITIES <br />LS <br />1 <br />6,864.00 <br />6,864.00 <br />ADJUST THE ROADWAY SHOULDER ELEVATION TO MATCH <br />CURRENT ELEVATION OF ROADWAY ON 65TH STREET WEST <br />WCD095 <br />FROM STA 182+20 TO 184+20 <br />LS <br />1 <br />4,959.22 <br />4,959.22 <br />003-1A ROAD <br />IRC 1 - FIELD OFFICE <br />LS <br />1 <br />3,000.00 <br />3,000.00 <br />008 - 1A Road <br />01204 -SUBSOIL EXCAVATION <br />CY <br />380 <br />22.00 <br />8,360.00 <br />010 - 1A Road <br />0120 6 - EMBANKMENT COMPACTED IN PLACE <br />CY <br />1 2,669 <br />7.50 <br />20 017.50 <br />011 - 1A Road <br />0121 70 - FLOWABLE FILL <br />CY <br />1 100 <br />170.00 <br />17 000.00 <br />012 - 1A Road <br />0160 4 - TYPE B STABILIZATION <br />SY <br />894 <br />2.70 <br />2,413.80 <br />013 - 1A Road <br />285709 - OPTIONAL BASE BASE GROUP 09 <br />SY <br />699 <br />13.00 <br />9,087.00 <br />T <br />FAPubllc Works\ENGINEERING DIVISION PROJECTS\1505-66th Am Wid.Arg_49th SI to 69th St\7-AdmiMpsrde Items\Project 0oseout\WOWING FOLDER\IRC-1505_DESC OF CNGS CO 1 <br />38 <br />