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�1 <br /> t <br /> EXHIBIT D-2 <br /> ' SANITARY 3ENER COLLECTION SYSTEM <br /> PRELIMINARY ROUGH CONSTRUCTION ESTIMATE <br /> HANSEN ROAD ROUTE <br /> 07/15/91 REVISION <br /> No ITE.'$ QUANTITY UNIT COST AMVUNT <br /> w 1 21" SS 22, 100 LF S60 $1 ,326,000 <br /> 2 in" S5 7,300 LF $120 3876.000 <br /> 3 MANHOLES 75 EA $2,500 SI87,500 <br /> 4 CORRAL HOLLOW P.S. LUMP SUM S250,U00 $250,000 <br /> MODIFY CXIST. P.S. LUMP SLN, $150,000 315U,ODU <br /> 6 12" F.M. SS 51600 LF $30 $168,000 <br /> 7 CLEANOUTS 20 EA $500 310,000 <br /> 8 BORE & JACK DELTA MENDOIA 426 LF 3300 $127,800 <br /> 9 11TH STREET CROSSING 250 LF $400 $100,000 <br /> 10 BORE & JACK SPRR 200 LF $750 $150,000 <br /> 11 BORE & JACK MISC. DITCHES 300 LF 5400 $120,000 <br /> 12 21" SS (HIGH WATER SABLE) 2,500 LF $90 $225,000 <br /> i 13 HOB. & DF-MOB. LUMP SUM $30U, 000 5300,000 <br /> ------------ <br /> SUBTOTAL $3,990,300 <br /> 15% COST. 1598,500 <br /> - <br /> SUBTOTAL $4 ,588 ,8o0 <br /> R.0.N. PAYMENT $300,000 <br /> ------------r <br /> SUBTOTAL 54 ,888,800 <br /> ENGINEERING $341, 148 <br /> ------------ <br /> TOTAL $5 ,230,000 <br /> ,i <br /> a <br /> k1 <br />