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REVISED ITEMIZED BID SCHEDULE <br />PROJECT NAME: 69TH STREET BRIDGE OVER LR.F.W.C.D. LATERAL 0 CANAL <br />IRC PROJECT NO. 1363 BID NO. 2014045 <br />ADDENDUM NO. 1 9/5/2014 <br />BIDDER'S NAME: <br />PROJECT TOTAL (IN WORDS) <br />LS = Lump Sum LF = Linear Foot BA=Each SY=Square Yard TN = Ton CY = Cubic Yard <br />F:\Public WDIVISION pmusCTmx63-nmmBridge @ Lat (3 Canal -Culvert <br />REVISED Itemized Bid Schedule Addendurn No. 1xm <br />00310-3 <br />�-`~~._'--�.�����..~..~,. <br />�� _— '—�' - - --__- <br />���� <br />�~~.'-~-----_ <br />°° <br />101'1 <br />MOBHJZATION (TO INCLUDE PUBLIC CONSTRUCTION BOND) <br />LS <br />1 <br />102-1 <br />MAINTENANCE OF TRAFFIC <br />LS <br />1 <br />104-1 <br />EROSION AND WATER POLLUTION CONTROL <br />LS <br />1 <br />108'1 <br />RECORD DRAWINGS/AS-BUILT DRAWINGS (BY REGISTERED <br />SURVEYOR) <br />LS <br />1 <br />108-2 <br />SURVEY CONTROL (INSTALL/RE-ESTABLISH) <br />LS <br />1 <br />108'4 <br />NPDES PERMITTING <br />LS <br />1 <br />110'1'1 <br />CLEARING AND GRUBBING <br />LS <br />1 <br />120'6'1 <br />EMBANKMENT (COMPACTED IN PLACE) <br />CY <br />882 <br />160'4-1 <br />TYPE "D^STABILIZATION (12^oUBGRADELBR*o) <br />SY <br />535 <br />285'70e <br />8" CEMENTED COQUINA SHELL BASE (GROUP 6 TWO LIFTS) <br />SY <br />366 <br />334-1'13 <br />TYPE G.P.9.5ASPHALTIC CONCRETE (1^THICK) <br />SY <br />334 <br />334'1'13A <br />TYPE S.P. 12.5 ASPHALTIC CONCRETE (1 1/2" THICK) <br />SY <br />334 <br />425-1-551 <br />INLET STRUCTURE (TYPE "E") <br />EA <br />2 <br />425'1-605 <br />INLET STRUCTURE (TYPE "J'E^)1o'%O' <br />EA <br />1 <br />430-175'118 <br />CONCRETE PIPE CULVERT (18") <br />LF <br />125 <br />~**430'175'16o <br />CONCRETE PIPE CULVERT (60") <br />LF <br />32 <br />~**430-175-1Vo <br />CONCRETE PIPE CULVERT (CLASS III 'oo^) <br />LF <br />80 <br />530'3-4 <br />ROCK - RIPRAP RUBBLE <br />TN <br />187 <br />570-1'2 <br />PERFORMANCE TURF - SOD (BAHIA) <br />SY <br />740 <br />700-20~0 <br />SNGLE SIGN POST (RELOCATE) <br />SINGLE SIGN POST (RELOCATE) (46TH COURT) <br />EA <br />EA <br />3 <br />1 <br />700-20'40A <br />706'3 <br />R.P.M. BI-DIRECTIONAL AMBERJAMBER <br />EA <br />10 <br />711-11-111 <br />THERMOPLASTIC TRAFFIC STRIPE (6" WHITE) <br />LF <br />300 <br />711'11'221 <br />THERMOPLASTIC TRAFRC STRIPE (DOUBLE 6" YELLOW) <br />LF <br />150 <br />~~m00 <br />PUBLIC CONSRUCTION BOND <br />IS <br />1 <br />~~Oo1 <br />TRENCH SAFETY COMPLIANCE (OVER 5') (SEE SECTION 00454) <br />LS <br />1 <br />~~~ao2 <br />TRENCH SAFETY COMPLIANCE (SHORING) (SEE SECTION 00454) <br />LS <br />1 <br />SUBTOTAL <br />FA -1 <br />FORCE ACCOUNT <br />LS <br />1 <br />$30,000.00 <br />$30,000.00 <br />69th Street Bridge over I.R.F.W.C.D. Lateral G Canal <br />TOTAL <br />PROJECT TOTAL (IN WORDS) <br />LS = Lump Sum LF = Linear Foot BA=Each SY=Square Yard TN = Ton CY = Cubic Yard <br />F:\Public WDIVISION pmusCTmx63-nmmBridge @ Lat (3 Canal -Culvert <br />REVISED Itemized Bid Schedule Addendurn No. 1xm <br />00310-3 <br />