1. Using ROM method find the estimated cost for constructing a median-quality junior high school with 1250 students. (2 pts) 2. a) What is the ROM cost estimate for constructing a hospital with 750 beds? (2 pts) b) What will be the estimated cost for constructing this hospital at San Jose, California? (2 pts) 3. The construction of a hotel with 330 rooms in New Haven, CT in 2006 costs around $27.2 million. Estimate the cost to build a similar hotel in Hartford, CT in 2006. (2 pts) 4. Estimate the construction cost of a building in Hartford, CT in 2010 with the known construction cost of $3 million for the same building in San Francisco, CA in 2001. (2 pts) 5. a) Determine the cost per square foot for a 21,000 SF Low-Rise apartment building. (2 pts) b) Determine the cost per S.F. for a 10,500 S.F. Low-Rise apartment building in New Britain, CT in 2008 (4 pts) 6. Estimate cost of the following using the Assemblies cost estimation method: a) 10 Spread Footings with dimensions 5-0" X 5-0" x 16. Allowable soil bearing pressure 6 ksf. (2 pts) b) 50 Steel columns (36 ksi): W 8 x 31; Height = 25 ft. (2 pts) 1. Using ROM method find the estimated cost for constructing a median-quality junior high school with 1250 students. (2 pts) 2. a) What is the ROM cost estimate for constructing a hospital with 750 beds? (2 pts) b) What will be the estimated cost for constructing this hospital at San Jose, California? (2 pts) 3. The construction of a hotel with 330 rooms in New Haven, CT in 2006 costs around $27.2 million. Estimate the cost to build a similar hotel in Hartford, CT in 2006. (2 pts) 4. Estimate the construction cost of a building in Hartford, CT in 2010 with the known construction cost of $3 million for the same building in San Francisco, CA in 2001. (2 pts) 5. a) Determine the cost per square foot for a 21,000 SF Low-Rise apartment building. (2 pts) b) Determine the cost per S.F. for a 10,500 S.F. Low-Rise apartment building in New Britain, CT in 2008 (4 pts) 6. Estimate cost of the following using the Assemblies cost estimation method: a) 10 Spread Footings with dimensions 5-0" X 5-0" x 16. Allowable soil bearing pressure 6 ksf. (2 pts) b) 50 Steel columns (36 ksi): W 8 x 31; Height = 25 ft. (2 pts)