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14 <br />BOOK 83 PAGE <br />ITEM - <br />AMDA <br />A.O.D. 'DRIVEWAYS <br />JOCCAR <br />JACK 6 BORE Mark-up - % <br />15.00 <br />10.00 <br />16.00 <br />15.00 <br />Tie-in to PLUG or VALVE <br />124.00 <br />125.00 <br />100.00 <br />200.00 <br />Plug or Cap ABANDONED LN <br />62.00 <br />150.00 <br />50.00 <br />150.00 <br />Excavation per Hour <br />50.00 <br />140.00 <br />75.00 <br />75.00 <br />SAMPLE POINT <br />64.00 <br />90.00 <br />50.00 <br />100.00 <br />2" BLOWOFF TEMPORARY <br />72.00 <br />140.00 <br />50.00 <br />100.00 <br />2" BLOWOFF PERMANENT <br />59.00 <br />90.00 <br />50.00 <br />175.00, <br />0" GRAVITY SEWER 4' DEEP <br />6.00 <br />5.00 <br />5.75 <br />0.50 <br />8" GRAVITY SEWER 0' DEEP <br />6.00 <br />11.00 <br />6.75 <br />12.50 <br />8" GRAVITY SEWER 12' DEET' <br />9.00 <br />14.00 <br />9.50 <br />21.00 <br />B" GRAVITY SEWER 16' DEEP <br />14.75 <br />10.00 <br />11.00 <br />35.00 <br />10" GRAVITY SEWER 4' DEEP <br />7.50 <br />5.00 <br />6.00 <br />9.75 <br />10" GRAVITY SEWER 8' DEEP <br />8.45 <br />11.00 <br />7.00 <br />12.95 <br />10" GRAVITY SEWER 12'DEEP <br />10.80 <br />14.00 <br />10.50 <br />222.00 <br />10" GRAVITY SEWER 16'DEEP <br />15.65 <br />10.00 <br />12.50 <br />37.00- <br />SINGLE LATERALS 4'DEEP/ft <br />5.00 <br />4.00 <br />5.75 <br />200.00 <br />SINGLE LATERALS 8'DEEP/ft <br />6.85 <br />9.00 <br />6.75 <br />200.00 <br />SINGLE LATERALS 121DEEP/f <br />9.45 <br />13.00 <br />9.50 <br />275.00 <br />SINGLE LATERALS 161DEEP/f <br />14.24 <br />10.00 <br />12.50 <br />315.00 <br />DOUBLE LATERALS 4'DEEP/ft <br />6.60 <br />4.50 <br />6.35 <br />250.00 <br />nnl.IDLE LATERALS 8'DEEP/ft <br />8.05 <br />9.50 <br />7.25 <br />2150.04 <br />VnUDLE LATERALS 121DEEP/f <br />12.35 <br />13.50 <br />10.00 <br />P75.00 <br />DOABLE LATERALS 161DEEP/f <br />16.50 <br />10.50 <br />111-1.15 <br />315.00 <br />T.V. SETUP <br />690.00 <br />900.00 <br />25.00 <br />450.00 <br />FORCE MAIN -PVC J" <br />3.40 <br />;1.00 <br />2.45 <br />4.00 <br />" 4" <br />4.00 <br />3.50 <br />2.45 <br />4.00 <br />6" <br />4.45 <br />4.50 <br />2.50 <br />4.30 <br />8" <br />4.90 <br />5.25 <br />c . 75 <br />4.75 <br />10" <br />5.40 <br />6.50 <br />2.90 <br />5.00 <br />It 12" <br />6.70 <br />8.00 <br />3.30 <br />7.00 <br />16" <br />8.05 <br />9.50 <br />4.00 <br />8.50 <br />FORCE MAIN --DUCTILE 3" <br />9.95 <br />3.r5 <br />3.25 <br />4.00 <br />" 4" <br />4.65 <br />3.75 <br />3.75 <br />4.00 <br />" 6" <br />5.10 <br />4.73 <br />3 . E15 <br />4 50 <br />5.55 <br />5.50 <br />3.95 <br />4.75 <br />10" <br />5.95 <br />6.75 <br />5.10 <br />5.00 <br />12" <br />8.10 <br />8.25 <br />6.75 <br />-7.00 <br />- 16" <br />9.95 <br />9.75 <br />7.95 <br />9.50 <br />.500 - PER iq YO <br />11-1.00 <br />1:45 <br />2.90 <br />1.25 <br />SEED S MULCH PEn SQ Yn <br />0.54 <br />0.33 <br />0.45 <br />0.27 <br />PAVEMENT PER SQ YD <br />10.90 <br />20.00 <br />17.75 <br />20.00 <br />CONCRETE ROADS PER SQ FT <br />1.65 <br />3.75 <br />2.225 <br />2.50 <br />CnNCRETE SIDEWALK / SQ FT <br />1.50 <br />1.90 <br />2.15 <br />1.65 <br />VALVE.PDX in PAVEMENT <br />54.00 <br />60.00 <br />50.00 <br />150.00 <br />VALVE COX in DIRT <br />220.00 <br />95.00 <br />35.00 <br />50.00 <br />TIIURST BLOCKS PER CU YD <br />73.00 <br />70.00 <br />100.00 <br />100.00 <br />BACKFILL PER CU YD <br />4.90 <br />5.50 <br />6.50 <br />6.00 <br />MARK-UP ON MANHOLES % <br />15.00 <br />4.00 <br />16.00 <br />15.00 <br />MANHOLES 4' DEEP <br />320.00 <br />200.00 <br />135.00 <br />450.00 <br />MANFIOLES 8'' DEEP <br />400.00 <br />250.00 <br />150.00 <br />550.00 <br />MAN11CLES 12' DEEP <br />927.00 <br />400.00 <br />195.00 <br />750.00 <br />MANIHILES 16' DEEP <br />151 ^ . 00 <br />600.00 <br />P75.00 <br />1200.00 <br />MANHOLES 20' DEEP <br />2246.00 <br />750.00 <br />350.00 <br />2500.00 <br />ITEM <br />11ARDSIIIP PER CU YD <br />AMDA <br />A.O.B. <br />DRIVEWAYS <br />JCEEAR <br />CLEARING PER Sq YD <br />140.00 <br />0.10 <br />100.00 <br />20.00 <br />STUMP REMOVAL PER INCH <br />0.40 <br />4.25 <br />1.75 <br />1.00 <br />_ 2.00 <br />TREE REMOVAL PER INCH <br />42. <br />20.00 <br />12.50 <br />10.00 <br />SETUP DEWATERING <br />1329.10 <br />25' <br />,, <br />457.0000 <br />20 <br />300.00 <br />15 <br />DEWATERING PER LN.rT./100 <br />1000.00 <br />TOTAL FIYP. PROJECT <br />250324 .,. 00 <br />� <br />100390.20 <br />0.00 <br />175300.10 <br />20,00 <br />331711.50 <br />10 <br />