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SCHEDULE # 1 ( REVISED 4 MARCH 2009 ) <br /> SOLID WASTE DISPOSAL DISTRICT <br /> INDIAN RIVER COUNTY LANDFILL <br /> VERTICAL EXPANSION AND PARTIAL CLOSURE <br /> Item Work Description/ Item <br /> No. Environmental Specialties Inc. <br /> $ 140,620.00 <br /> 7 0 <br /> A . 8- in . dia. SDR 17 Condensate Sump with Pump each 4 $91030. 00 $6 ,970 <br />. 00 $ 161000 . 00 $64 ,000. 00 <br /> B. 2 " SDR 9 Condensate Forcemain ( in header pipe trench ) feet 10,500 $0. 80 $ <br /> 1 . 20 $2 . 00 $21 ,000 . 00 <br /> C . 2" SDR 9 Airline ( in header pipe trench) feet 10,500 $0 . 85 $ 1 . 15 <br /> $2 . 00 $211000. 00 <br /> D . Air compressor and housing each I $ 13 , 800 . 00 $ 16 ,200 . 00 <br /> S30,000. 001 $30,000 . 00 <br /> $ 136,000.00 <br /> Vertical Expansion Construction <br /> 8 Earthwork <br /> A Perimeter Benn ( See Note IV ) cyd 5 , 830 $0. 00 $2 . 60 $2 <br />. 60 $ 15 , 158 . 00 <br /> 71 <br /> 77 777' <br /> - - <br /> 10 Geocomposite Drainage Layer ( See Note V ) sq yd 28 , 774 $4 . 54 $0. 81 $5 <br />. 35 $ 153 ,940 . 90 <br /> 1 1 60 mil Textured HDPE Geomembrane ( See Note V) sq yd <br /> 28 , 186 $2 . 79 $ 1 . 17 $3 . 96 $ 111 ,616 . 56 <br /> 12 Geosynthetic Clay Liner ( See Note V) sq yd 28 , 186 $3 . 75 $0. 81 $4 <br />. 56 $ 128 ,528 . 16 <br /> 15 Liner System Tie- in ( See Note V ) feet 600 $0 . 00 $9. 00 $9 <br />. 00 $5 ,400. 00 <br /> 16 Anchor Trench feet 11800 $0. 00 $9 . 00 $9 . 00 $ <br /> 16,200 . 00 <br /> $672,819.02 <br /> Notes 1 . Mobilization/Demobilization shall include any partial demobilization required for all components of construction <br /> specified herein and in the Construction Drawings and Technical Specifications <br /> it. The survey activities (Item 2) shall include initial and final survey throughout the duration of the <br /> project . <br /> Ill . The Site Preparation activities (Item 3 ) shall include clearing, dubbing, stripping, and surface grading. <br /> Vl . The liner system tie-in and tie-in to existing geomembrane (Items 15 and 22) include exposing existing <br /> geosynthetics, extrusion weld, and any services required to provide the proper seal between <br /> existing and proposed geosynthetics. <br /> V. The miscellaneous storm water structures (Item 30) include, but are not limited to, <br /> additional downdrain pipe related items, riprap, cast in place concrete rings at the drainage layer outlet, <br /> geomembrane rub sheet, CPP reducers, and pipe connectors. <br /> VI. Ten work items highlighted in blue will be paid based on measured quantities of work conducted in accordance <br /> with the Technical Specifications. Lump Sum amount will be increased or <br /> deceased via change order to reflect the measured work completed. <br /> FL1537\JL80339 . xls Page 2 of 5 <br />