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I 1 <br /> 2 <br /> <br />3 <br /> <br />5 <br /> <br />I 9 <br /> 10 <br /> 11 <br /> <br />I 12 <br /> 13 <br /> <br />APPLICATION FOR PARTIAL PAYMENT <br />Ramsey Improvement Pr~)ject <br />City of Ramsey <br /> <br />John Oliver & Associates, Inc. <br /> <br /> FILE NO: 7098.10-03 <br /> <br />DATE: August20, 1996 <br /> <br />14 <br /> <br />I15 <br />16 <br /> <br />Ia <br /> <br />1 <br /> <br />4 <br /> <br />i 7 <br /> 8 <br /> <br />I10 <br />11 <br /> <br />12 <br />13 <br /> <br />15 <br /> <br />i16 <br />17 <br /> <br />18 <br /> <br />BID SCHEDULE A - Sanitary Sewer <br />Connect To Existing Pipe <br /> <br />30" RCP, Cl. 5, 18-22' Deep <br /> <br />30" RCP, Cl. 5, 22-26' Deep <br /> <br />30" RCP, Cl. 5, 26-30 Deep <br /> <br />30" RCP, Cl. 5, 30-34 Deep' <br />Standard MH, 0-8' Deep, 60" Dia. <br />Standard MH, 0-8' Deep, 72" Dia. <br />Extra Depth MH, 60" Dia. <br /> <br />Extra Depth MH, 72" Dia. <br /> <br />8" Drop Section, Elbow Only <br /> <br />8" Drop Section, Elbow & Tee <br /> <br />8" Drop Section Riser <br /> <br />10" Drop Section, Elbow Only <br />10" Drop Section Riser <br /> <br />Crushed Rock Pipe Bedding <br /> <br />Pipe Subgrade Correction <br /> <br />LS 1.00 2,110.00 1.00 2,t10.00 <br />LF 4,190.00 97.00 4,196.00 407,012.00 <br />LF 175.00 98.00 181.00 17,738.00 <br />LF 85.00 99.00 9i.00 9,009.00 <br />LF 140.00 100.00 146.00 14,600.00 <br />EA 10.00 1,900.00 10.00 19,000.00 <br />EA 3.00 2,200.00 3.00 6,600.00 <br />LF 152.50 75.00 152.65 tl,448.75 <br />LF 52.50 85.00 51.90 4,411.50 <br /> <br />EA 4.00 1,250.00 t.00 .:' .t,250.00 <br />EA 2.00 1,400.00 5.00 7,000.00 <br />LF 69.20 65.00 83.44 5,423.60 <br />EA 1.00 1,400.00 1.00 1,400.00 <br />LF 10.25 70.00 11.75 822.50 <br />TON 85.00 14.00 985.00 13,790.00 <br />CY 195.00 18.00 26.00 468.00 <br /> <br />TOTAL BID SCHEDULE A -'Sanitary Sewer <br /> <br />BID SCHEDULE B - Waterrdain <br />Connect To Existing WM ( Sunwood Drive) <br /> <br />Connect To Existing WM (148th Lane) <br /> <br />6" DiP, Cl. 52 <br />8" DiP, Cl. 52 <br />12" DIP, Cl. 52 <br />6" Valve <br />8" Valve <br />12" Valve <br /> <br />Fire Hydrant <br /> <br />12" Tee <br /> <br />12" x 8" Tee <br /> <br />12" x 6" Tee <br /> <br />12" - 45 Degree Bend <br /> <br />12"- 22 1/2 Degree Bend <br /> <br />12" x 8" Reducer <br /> <br />12" Plug <br /> <br />8" Tee <br /> <br />8"x 6" Tee <br /> <br />522,083.35 <br /> <br />LS 1.00 550.00 2.00 1,100.00 <br />LS 1.00 550.00 1.00 550.00 <br />LF 125.00 16.00 t 36.00 2,176.00 <br />LF 2,200.00 18.00 2,126.00 38,268.00 <br />LF 2,650.00 26.00 2,591.00 67,366.00 <br />EA 7.00 375.00 7.00 2,625.00 <br />EA 6.00 525.00 5.00 2,625.00 <br />EA 3.00 900.00 3.00 2,700.00 <br />EA 6.00 1,600.00 6.00 9,600.00 <br />EA 2.00 300.00 2.00 600.00 <br />F__.A 1.00 240.00 1.00 240.00 <br />EA. 3.00 230.00 3.00 690.00 <br />F_.A 4.00 200.00 2.00 400.00 <br />EA 1.00 200.00 1.00 200.00 <br />EA 2.00 140.00 2.00 280.00 <br />EA 5.00 90.00 3.00 270.00 <br />EA 2.00 175.00 2.00 350.00 <br />EA 3.00 170.00 3.00 510.00 <br /> <br />Page 4 of 6 <br /> <br /> <br />