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EXHIBIT 1 , ATTACHMENT ' B' <br /> COST ESTIMATE PREPARED BY SCHULKE , BITTLE , AND STODDARD , L . L . C . FOR 53RD STREET UTILITY IMPROVEMENTS <br /> TEM NO DESCRIPTION QUANTITY ' UNIT'JNIT PRICE ' _ TOTAL ' <br /> 12" F . M . VERTICAL DEFLECTION - CONFLICT W/ - - <br /> 10 C-2 DRAINAGE - STA 405 + 20 <br /> 12PVC 50 LF $ 110 . 00 , $ 5 , 500 . 00 ', <br /> - - - <br /> 12 ' G . V. 1 EA $ 3 , 200 . 001 $ 35200 . 001 <br /> - M . H . <br /> - - ( ) - { i - - 500 . 00 $6 , 500 . 00IJ <br /> 4 ARV W/ M H_ 1 EA 1 <br /> CONNECT TO EXISTING EA END 1 LS $3 000 . 00 $ 31000 . 00 '; <br /> REMOVE EXISTING F . M . ( 12 ') - 35 I LF $ 16 . 00 $ 560 . 001 <br /> 12 ' W . M . VERTICAL DEFLECTION - CONFLICT W/ - - � - 1 <br /> 11 C-3 DRAINAGE - STA 407 + 10 <br /> 12 ' PVC 50 LF $ 110 . 00 $ 5 , 500 . 6 <br /> - - - - - - - EF $8 $ 16600 $ 1 $560 . 00' <br /> REMOVE EXISTING W . M 12 " 35 <br /> 12 ' x 12 T S . W/ G V. i 2 EA $7 500 . 00 - $ 15 000 00 <br /> 12" F . M . VERTICAL DEFLECTION - CONFLICT W/ <br /> 12 C-4 DRAINAGE2 PVCSTA 407 + 10 50 ;- LF � mobi - I -- <br /> 12 $0 2 G . V. EA $3 , 200 . 00 $6 , 400 . 00 <br /> — _ <br /> I - <br /> 4" ARV W/ M . H . 1 EA $-6-15--00-. 001 <br /> $6 500 . 00 <br /> - - - - - ---- <br /> CONNECT TO EXISTING ( EA . END ) 1 LS $3 000 ._0. 0 $3 000 ._0. 0_ <br /> REMOVE EXISTING F . M ( 12 ' ) - 35 LF <br /> $ 16 <br /> - 0>D $560 . 00 <br /> 8" W. M . VERTICAL DEFLECTION - CONFLICT W/ <br /> � 1 <br /> 13 C-5 DRAINAGE_ - STA 412 + 90 <br /> 75 LF $ 7500 $5 ,625 . 00 <br /> - - -- <br /> _ _ <br /> 16 11x 8 T S W/ 8 G .V ._ 1 EA $71000 , 00 $7 , 000 . 001 <br /> 1 EAI $6 000 . 00L _ $6 , 000 001 <br /> - - <br /> - 8x8 " TSW/ 8 G . V.- - <br /> 8 ' L . S . 1 EA $6 200 . 001 $6 , 200 . 00 <br /> REMOVE EXISTING W . M (8 ') - 50 LF-1 $ 12 . 00 $600 . 00 <br /> 12" W . M . CONCRETE ENCASE NEAR DRAINAGE <br /> 14 C-6 CROSSING - STA 413 + 10 <br /> _ $ 1 , 500 . 00 <br /> CONCRETE ENCASE (2 8 cy) - - 1 - LS -- - <br /> - ---- - — $ 1 500 .00 <br /> 6 " F . M . VERTICAL DEFLECTION - CONFLICT W! <br /> 15 C-7 DRAINAGE - STA 413 + 10 <br /> 61, PVC 50 LF 65 . 001 $ 32250 . 00 <br /> - - i EA- $ 1 800 . 001 $ 3600 . 00_ 1 <br /> 4 ARV W/ M . H . <br /> CONNECT TO EXISTING ( EA . END) 1 LS $2 , 000 . 00 $2 , 000 . 00 <br /> REMOVE EXISTING F . M . (6") - - 35 LF $ 10 . 00 $350 . 00 <br /> I <br /> W . M . VERTICAL DEFLECTION CONFLICT W/ - - - - <br /> 16 C-8 DRAINAGE - STA 4. 16_ + 10 <br /> 1 <br /> - 611 - - . - <br /> - 70 LF $65 . 00 $4 , 550 . 001 <br /> 6 X 6" T . S . W! G . V . ' 1 EA I $ 1 800 . 00i $ 1 , 800 . 00 <br /> - - - -1 <br /> - <br /> - - S . W/ --- - _ _ - 1 EA $ 5400 . 00 $ 5 , 400 . 00 <br /> _ 6" L . S_. - - - : 1 EAI $ 5 , 200 . 00 $ 5 , 200 . 00 <br /> RELOCATE/REFURBISH F.H . 1 LS $ 2 , 500 . 001 $2 , 500 . 00 <br /> REMOVE EXISTING W . M . (6" ) 30 <br /> LF $ 10 . 001 $300 . 00 <br /> 8 ' SEWER - CAP STUB -OUT CONFLICT W/ DRAINAGE - <br /> 17 C-9 STA 418 + 20 1 <br /> - - - <br /> - 8 CAP PVC � 1 EA $300 . 001 $ 300 . 001 <br /> - _ <br /> REMOVE 8 " PVC 30 LF <br /> - - - - - ; - $ 12 . 0011 $360 . 001 <br /> 12 " W . M . - VERTICAL DEFLECTION CONFLICT W/ j <br /> 18 C- 10 DRAINAGE - STA 419 + 70 <br /> 12" PVC 50 LF $ 110 . 00 ; $5500 . 001 <br /> 12 ' x 12 T . S . W/ G .V . 2 EAI $7 , 500 . 00i $ 15 000 . 001 <br /> 12" L . S . 2 EA $ 85200 . 00 $ 161400 , W ': <br /> REMOVE EXISTING W . M . ( 12 ") 35 LF _ _ _$ 16 . 001 $ 560 . 00 , <br /> Page 2 of 3 <br />