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<br />ITEM UNIT QUANTITY UNIT COST TOTAL <br /> <br />dp 100 pins <br />EA <br />_ 78 <br />$ 170.00 <br />$ 13,260.00 __ _ <br />2 PIERS EVERY 8 FEET FOR 310 FEET = 78 <br />6X6 POSTS redwood FT 494 $ 7.00 $ 3,458.00 161NCH PIER POSTS WITH 60 INCH HAND RAIL POST=6.33 FEET X 78 <br />2X8 STRINGER FT 9920 $ 5.15 $ 51,088.00 4 STRINGERS PER RUN,RUN =8 FEET FOR 310 FEET <br />2X6 JOIST <br />2XS DECKING <br />SIMPSON ABU 66 BRACKETS FT <br />FT <br />EA 468 <br />3382 <br />78 $ 1.33 <br />$ 1.33 <br />$ 37.00 $ 622.44 <br />$ 4,498.06 <br />$ 2,886.00 ,2 SIX FOOT JOIST PER PIER X 39PIERS= 12 X 39 <br />5.51NCHES DIVIDED BY 310=676 PLANKS X 5 FOOT LENGTHS <br />1 PER PIER POST <br /> <br />5/8" X 10" BOLTS <br />EA <br />_ 312 <br />$ 5.05 <br />$ 1,575.60 _ <br />4 PER PIER <br />5/8" X 12" BOLTS EA 312 $ 5.13 $ 1,600.56 4 PER PIER <br />5/8" WASHERS EA 624 $ 0.38 $ 237.12 <br /> <br />5/8" NUTS <br />EA <br />_ 624 <br />$ 0.46 <br />$ 287.04 - - -- <br />PEDESTRIAN RAIL FT 280 $ 100.00 $ 28,000.00 For over 30", and overlook <br />E TRIAN RAIL - 1 side FT 320 $ 30.00 $ 9,600.00 <br />p a orm <br /> <br />bench bumpouts SF <br />- <br />sf _ 400 <br /> <br />100 $ 30.00 <br /> <br />$ 20.00 $ 12,000.00 <br /> <br />$ 2,000.00 <br />- - - - - _ <br /> <br />$131,112.82 <br />with 2x6 d <br />- _ <br />ecking - <br /> <br />LABOR - -- - _ <br />IN HR 78 $ 60.00 $ 4,680.00 <br />deck construction HR 300 $ 60.00 $ 18,000.00 <br /> $ 22,680.00 <br /> <br /> Const ruction Total $153,792.82 <br />En ineering <br />permits <br /> <br /> <br />ad/printing <br />benches 23% <br /> <br /> <br />_ _ <br /> <br /> <br /> <br />_ _ <br /> <br /> <br /> <br />_ $ 35,372.35 <br /> <br />$ 3,000.00 <br /> <br />$ 1,500.00 <br /> <br /> <br />$ 3,000.00 <br /> <br /> <br />_ <br /> <br /> <br />--- _ <br /> <br /> <br />-- <br />_ <br /> <br /> <br />_- <br /> <br />ALT. 2X4 DECKING <br />FT <br />5315 <br />$ 0.72 $196,665.17 <br />$ 3,826.80 <br />3.5 INCHES DIVIDED BY 310=1063 PLANKS X 5 FOOT LENGTHS <br />