New Search
<br /> . <br /> Alpha, Al-A3 <br /> 8/10/2006 <br /> Preliminay (pre-survey) estimate <br /> 217000 sf 2100 If ' <br /> Exst structure (2005 PMS) - 14" CTB, 8" HMAC <br /> Significant cracking from CTB <br /> Unit <br /> Unit Qty Cost Total <br /> mob-1 % Is 1 $ 40,110 $ 40,110 <br /> Rotomill - 2" sy 24111.11 $ 2.50 $ 60,278 <br /> SAMI sy 24111.11 $ 1.50 $ 36,167 <br /> AC 4" to 5420 $ 52 $ 281,818 <br /> shoulder fill to 600 $ 20 $ 12,000 <br /> adj MH ea 3 $ 1,500 $ 4,500 <br /> adj signs/lights ea 50 $ 500 $ 25,000 <br /> Markers ea 100 $ 120 $ 12,000 <br /> Striping sf 5000 $ 2 $ 10,000 <br /> $ 481,872 <br /> contingency 10% 48,187.19 <br /> field cores ~ 10 ea $ 1, 000 <br /> testing $ 6,000 <br /> engineering 15% 72,280.79 <br /> TOTAL: $ 609,340 <br /> Holding Bay <br /> 74000 sf <br /> ADD 34% for construction $ 163,836 <br /> ADD 15% engineering $ 24,575 <br /> Holding bay 8~ Alpha, A1, A2 $ 797,752 <br /> <br />