Laserfiche WebLink
sectl02 <br />11 <br />Sanitary <br />52waom <br />in. <br />Collection <br />Line . <br />Cost Estizmate <br />1. SANITARY <br />SEVER: <br />. <br />50,70 <br />L.F. <br />18" '. <br />C. <br />Sewer <br />pipe 10/I T- 'S19.20 L.F. <br />' 71 <br />L.F. <br />13" V. <br />2. <br />Seer <br />F1-pe 1 /14 G z7l.80V L.F. <br />lj.499.60 <br />270 <br />Ir,.F. <br />I@" 9. <br />2. <br />eewe= <br />21 pe I#/l 132{.00 F. <br />7,C2R.00 <br />' <br />2 <br />/a5 Manholes <br />10/1 ' <br />2 $600.00 Sac§ <br />1,200.50 <br />, <br />2= _. .�.2_�2 <br />/\6' <br />-2 &700.00 E-Sc5 <br />2,122.EQ <br />2 <br />S <br />to <br />.:£S; ■ yin 3 :100.00 <br />2ota1 Estimated Construction <br />:zst <br />2;§55§].6 <br />. <br />Contingencies § 5% <br />5,345.1 <br />ee=l <br />I ,L 332.: I35 SOST■ <br />22 EXTRA WO E ITEMS- L REQUIRED: <br />1551 L.F. Well points s $10.0.0 L.F. $15,510.00 <br />. 1551 L.F. Wet Sand Construction g <br />$1 .00 L.F. 18,6i2.00 <br />Total Esti ated Constructi n Cost $/4,122.00 <br />Contingencies 9 54 ' 1,7o6.10 <br />$]5,8.88.10 <br />Sngineering g 10 ],582 .8 <br />TOTAL ESTUATED COST: $39,000.9 <br />0 <br />