PRELIMINARY OPINION OF PROBABLE CONSTRUCTION COSTS
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1 ACCU MOLD SYSTEM 8-Aug-07 REVISED: 5-Dec-07 6" SDR-35 Laterals 10 EA x $1, = $10, " SDR L.F. x $75.00 = $75, Manholes (6-8" Depth) 4 EA x $2, = $10, Manhole Core Boring/Connection 1 EA x $ = $ Sanitary Sewer Total $95, Sanitary Sewer Total = $95, Sum of Site Work = $95, Moblization 5% = $4, Engineering/Legal 25% = $23, Bonding and Insurance 2% = $1, Maintenance of Traffic 1% = $ Testing and Miscellaneous 2% = $1, Contingency 20% = $19, TOTAL ESTIMATED CONSTRUCTION COST $148,025 TAPPING FEES (EXISTING $3,176/EDU) $31,760 TOTAL COST PER EDU $11, The proposed system will tie-in to the existing system along Rt There are 10 approximately properties to be serviced by this connection. Public Sewer Feasibility Cost Estimating Worksheet xls PAGE 1 OF 8 11:09 AM
2 POWELLS VALLEY ROAD 6" SDR-35 Laterals 25 EA x $1, = $25, " SDR L.F. x $75.00 = $159, Manholes 6 EA x $2, = $15, Sanitary Sewer Total $199, Sanitary Sewer Total = $199, Sum of Site Work = $199, Moblization 5% = $9, Engineering/Legal 25% = $49, Bonding and Insurance 2% = $3, Maintenance of Traffic 1% = $1, Testing and Miscellaneous 2% = $3, Contingency 20% = $39, TOTAL ESTIMATED CONSTRUCTION COST $309,380 TAPPING FEES (EXISTING $3,176/EDU) $79,400 TOTAL COST PER EDU $9, There are approximately 25 properties to be serviced by this connection. Public Sewer Feasibility Cost Estimating Worksheet xls PAGE 2 OF 8 11:09 AM
3 TRIANGLE MANOR 9-Aug-07 REVISED: 8-Nov-07 6" SDR-35 Laterals 62 EA x $1, = $62, " SDR L.F. x $75.00 = $348, " PVC Forcemain (Trenched w/ Gravity) 1200 L.F. x $30.00 = $36, " PVC Forcemain (Trenched w/o Gravity) 240 L.F. x $50.00 = $12, Manholes 21 EA x $2, = $52, Manhole Core Boring/Connection 1 EA x $ = $ Sanitary Sewer Pump Station 1 EA x $225, = $225, Sanitary Sewer Total $736, Sanitary Sewer Total = $736, Sum of Site Work = $736, Moblization 5% = $36, Engineering/Legal 25% = $184, Bonding and Insurance 2% = $14, Maintenance of Traffic 1% = $7, Testing and Miscellaneous 2% = $14, Contingency 20% = $147, TOTAL ESTIMATED CONSTRUCTION COST $1,141,963 TAPPING FEES (EXISTING $3,176/EDU) $196,912 TOTAL COST PER EDU $15, The proposed system will tie-in to the existing system along Rt There are approximately 62 properties to be serviced by this connection. Public Sewer Feasibility Cost Estimating Worksheet xls PAGE 3 OF 8 11:09 AM
4 PARMER/GALLI/LAUREN TO PUMP STA 2 6" SDR-35 Laterals 64 EA x $1, = $64, " SDR L.F. x $75.00 = $394, Manholes 18 EA x $2, = $45, Sanitary Sewer Total $503, Sanitary Sewer Total = $503, Sum of Site Work = $503, Moblization 5% = $25, Engineering/Legal 25% = $125, Bonding and Insurance 2% = $10, Maintenance of Traffic 1% = $5, Testing and Miscellaneous 2% = $10, Contingency 20% = $100, TOTAL ESTIMATED CONSTRUCTION COST $781,006 TAPPING FEES (EXISTING $3,176/EDU) $203,264 TOTAL COST PER EDU $9, There are approximately 64 properties to be serviced by this connection Public Sewer Feasibility Cost Estimating Worksheet xls PAGE 4 OF 8 11:09 AM
5 PARMER GRIVE DRINDER PUMP SYSTEM Grinder Pump Laterals 10 EA x $1, = $10, " PVC Forcemain 1822 L.F. x $45.00 = $81, Sanitary Sewer Total $91, Sanitary Sewer Total = $91, Sum of Site Work = $91, Moblization 5% = $4, Engineering/Legal 25% = $22, Bonding and Insurance 2% = $1, Maintenance of Traffic 1% = $ Testing and Miscellaneous 2% = $1, Contingency 20% = $18, TOTAL ESTIMATED CONSTRUCTION COST $142,585 TAPPING FEES (EXISTING $3,176/EDU) $31,760 TOTAL COST PER EDU $11, There are approximately 10 properties to be serviced by this connection Public Sewer Feasibility Cost Estimating Worksheet xls PAGE 5 OF 8 11:09 AM
6 RTE 225 BETWEEN TRIANGLE AND MATAMORAS 6" SDR-35 Laterals 28 EA x $1, = $28, " SDR L.F. x $75.00 = $146, Manholes 6 EA x $2, = $15, Sanitary Sewer Total $189, Sanitary Sewer Total = $189, Sum of Site Work = $189, Moblization 5% = $9, Engineering/Legal 20% = $37, Bonding and Insurance 2% = $3, Maintenance of Traffic 1% = $1, Testing and Miscellaneous 2% = $3, Contingency 20% = $37, TOTAL ESTIMATED CONSTRUCTION COST $283,875 TAPPING FEES (EXISTING $3,176/EDU) $88,928 TOTAL COST PER EDU $6, There are approximately 28 properties to be serviced by this connection Public Sewer Feasibility Cost Estimating Worksheet xls PAGE 6 OF 8 11:09 AM
7 MATAMORAS AREA 6" SDR-35 Laterals 126 EA x $1, = $126, " SDR L.F. x $75.00 = $624, " PVC Forcemain (Trenched w/ Gravity) 4900 L.F. x $30.00 = $147, " PVC Forcemain (Trenched w/o Gravity) 125 L.F. x $50.00 = $6, Manholes 26 EA x $2, = $65, Sanitary Sewer Pump Station 1 EA x $175, = $175, Sanitary Sewer Total $1,144, Sanitary Sewer Total = $1,144, Sum of Site Work = $1,144, Moblization 5% = $57, Engineering/Legal 20% = $228, Bonding and Insurance 2% = $22, Maintenance of Traffic 1% = $11, Testing and Miscellaneous 2% = $22, Contingency 20% = $228, TOTAL ESTIMATED CONSTRUCTION COST $1,716,000 TAPPING FEES (EXISTING $3,176/EDU) $400,176 TOTAL COST PER EDU $10, There are approximately 126 properties to be serviced by this connection. Public Sewer Feasibility Cost Estimating Worksheet xls PAGE 7 OF 8 11:09 AM
8 LENKER ESTATES JLK 24-Sep-08 REVISED: 6" PVC Forcemain (installed prior to road const.) 1800 L.F. x $50.00 = $90, Manholes 1 EA x $2, = $2, Manhole connection 1 EA x $2, = $2, Sanitary Sewer Pump Station 1 EA x $225, = $225, Sanitary Sewer Total $320, Sanitary Sewer Total = $320, Sum of Site Work = $320, Moblization 5% = $16, Engineering/Legal 25% = $80, Bonding and Insurance 2% = $6, Maintenance of Traffic 1% = $3, Testing and Miscellaneous 2% = $6, Contingency 20% = $64, TOTAL ESTIMATED CONSTRUCTION COST $496,000 TOTAL COST PER EDU $3, The proposed system will tie-in to the existing system along Rt There are approximately 155 properties to be serviced by this connection. Public Sewer Feasibility Cost Estimating Worksheet xls PAGE 8 OF 8 11:09 AM
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