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<br /> +65"-9 <br /> ARDEN HILLS. MINNESOTA <br /> SANITARY SEWER IMPROVEMENT NO. 8 <br /> ~ PROPOSAL ~ DIFFERENCE <br /> 8" V.C.P. 0' - 6' Deep 25 L.F. $18l.25 o L.F. $ 0.00 - $ l81. 25 <br /> 8" V.C.P. 6' - 8' Deep l5 L.F. 117.00 38 L.F. 296.40 + l79.40 <br /> 8" V.C.P. 8' -10' Deep 765 L.F. 6,l96.50 539-L.F. 4,365.90 - l,830.60. <br /> 8" V.C.P. lO' -l2' Deep 80 L.F. 700.00 206 L.F. 1,802.50 + l,l02.50 <br /> 8" V.C.P. l2' -14' Deep 65 L.F. 604.50 52. L.F. 483.60 - 120.90 - <br /> 8" V.C.P. l4' -l6' Deep o L.F. 0.00 13 L.F. l26.75 + 126.75 <br /> . 8" D.I.P. 0' - 6' Deep 100 L.F. l,2l0.00 100 L.F. l,210.00 0.00 <br /> S" D.I.P. 6' - 8' Deep 30 L.F. 363.00 111 L.F. l,343.l0 + 980.10 <br /> 8" D.I.P. 8' -10' Deep lO L.F. 121.00 l8 L;F. 217.80 + 96:80 <br /> Pile Bents lO Ea. l,830.00 12.5 Ea. 2,287.50 + 457.50 <br /> Additional Length Piles 100 L.F. 575.00 215 L.F. 1,236.25 + 661.25 <br /> Type-l-MCB 40 L.F. 94.00 o L.F. 0.00 - 94.00 <br /> Type-2-MCB 500 L.F. 750.00 680 L.F. l,020.00 + 270.00 <br /> Type-3-MCB 300 L.F. 540.00 o L.F. 0.00 - 540.00 <br /> STD. MH 8' Deep 5 Ea. l,225.00 5 Ea. 1,225.00 0.00 <br /> Add'l Depth Std. MH 6 L.F. l26.00 4.9 L.F. l02.90 - 23.l0 <br /> 6" on 8" V.C. Wyes 8 Ea. 56.00 8 Ea. ' 56.00 0.00 <br /> 6" on 8" C.!. Tee o Ea. 0.00 1 Ea. 25.00 + 25.00 <br /> 6" V.C.P. Services 20 L.F. 70.00 196 L.F. 686.00 + 616.00 <br /> Crushed Rock 20 C.Y. l20.00 o C.Y. 0.00 - 120.00 <br /> Pitrun Gravel 15 C.Y. 43.50 o C.Y. 0.00- - 43.50 <br /> Rock Excavation 10 C.Y. 10.00 o C.Y. 0.00 - lO.OO <br /> Replacement Backfill 20 C.Y. 58.00 o C.Y. 0.00 - 58.00 <br /> Bituminous Road Repair 75 S.Y. 206.25 o S.Y. 0.00 - 206.25 <br /> Sod 200 S.Y. 220.00 o S.Y. 0.00 - 220.00 <br /> Foamg1as Insulation l35 L.F. l,2l5.00 70 L.F. 630.00 - 585.00 <br /> TOTALS $ l6,632.00 $ l7,114.70 + $ 482.70 <br /> \ <br /> < <br /> ,~ <br /> . <br /> . <br /> ... -~:~~~~-_. --'~,' TO-,_'_____~._ ,--<-~--- - - --. -.----.,y~1'"i.:-'-.,.~-.-:------c~ -,....,.~ .,..--~.---,-.,~ ~. -~.~T.-.----.-'~.'~ii;--T-- .-::-..--,--' - .-, --- . <br /> ',;. <br /> " <br /> " <br />