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PAGE 2 OF 2 PARES EN6INEEBS ESTIMATE (EXHIBIT 'A') CO. RD.D PROJECT S.P. 62-619-04/5.P. 27493-01/1111PROJ. NO. M51144 I \ -•-------------------------------- DATE( 24 JAN 14 ESTIMATED TOTAL HENNEPIN COUNTY RAMSEY COUNTY ITEM ND. CONTRACT ITEM UNIT QUANTITY UNIT PRICE AMOUNT QUANTITY AMWAY QUAWIIII AMW01I ..wa..wwaaa:cv .zww.aaswowswww _ .uowuawo.as o.e.eo uaww.�wzv.aau.ee aeaasewa.a:cu:uawaw T506.509 CDWSfkUCf CATCH BASIN, DESIGN LP-4-6 EAEH 20 1350.00 27000.00 6.00 1 14.00 1 2506.509 CONSTRUCF CATCH BASIN, DES169 LP-4-7 EACH 3 1400.00 4200.00 1.00 1 2.00 1 2506.509 CONSiRUEI CATCH BASIN DESIGN LP-4-8 EACH 1 1450.06 1450.00 1 1.00 1 2506.508 CONSTRUCT MANHOLES, DESIGN J EACH 1 1500.00 1500.00 I 1,00 1 2506.SOB CONSTRUCF MANHOLES, DESIGN A OR F EACH 22 1000.00 22000.00 10.00 1 12.00 1 2506.508 CONS IRLICI SURF. DRAINS DESIGN A OR F EACH 2 900.00 1800.00 1 2.00 1 06.500 CONSTRUCT MANHOLES DESIGN 4019-60' EACH 1 3200.00 3200.00 1 1.00 1 6.508 CONSTRUCT CATCH BASIN,OESIGN SP-2 EACH II 850.00 9350.00 8.00 1 3.00 1 6.511 AECONSIRUCI MAMNOLE L.F. 42.3 165.00 6979.50 5.00 1 31.30 1 2506.516 CASTING ASSERBLIES EACH 1 250.00 250.00 1.00 1 2506.521 INSTALL CASTINGS EACH 12 175.00 2100.00 1.00 1 11.00 1 2506.522 ADJUST FRAME AND RING CASTINGS EACH 14 115.00 2450.00 3.00 1 11.00 1 r.r 2511.503 NANDPLACED RIPRAP, CLASS A C.Y. 34 55.00 1970.00 1 34.00 1 2511.504 FILTER BLANKET, TYPE I C.I. 17 25.00 425.00 .........1 17.00 1 ....w......w.......w................. ..,.a .w..............a .....a TOTAL SIOEN SEVER COST 1 276383.06 1 73799.0` 1 202`83.95 .........w..................a...a....a.w................aa....................aa......................a...a...............w.w.. 2521.501 4'CONCRETE WALK FOR MEDIANS S.F. 3358 1.50 5037.00 1179.60 1768.50 2179.00 3268.50 2511.501 4'CONCRETE 61ALK FOR VANS S.F. 65899 1.50 98848.50 0.00 0.00 65899.00 98848.56 2511.501 CONCREIE CURB I GUTTER DESIGN 6524 L.F. 16262 5.65 91880.30 3966.00 22068.90 12356.00 69811.40 2531.501 CONCRETE Whit I GUTTER DESIGN 8618 L.F. B0 6.00 480.00 0.00 0.00 80.00 480.00 2511.502 CONCRETE CURB DESIGN V6 L.F. 861 5.60 4305.00 661.00 4305.00 0.00 0.00 2531.SOI CONCRETE CURE I GUFIER DESIGN 8612 L.F. 3752 5.45 20448.40 444.00 2419.80 3308.00 18028.60 2511.501 6•CONCRETE DAIVEWAI PAVEMENT S.Y. 1818 19.00 34542.00 385.00 7315.00 1433.00 27227.00 7557.501 HIRE FENCE,DESIGN SPECIAL L.F. 410 11.00 4510.00 0.00 410.00 4510.00 _ 2557.501 WIRE FENCE,DESIGN 606-9322 L.F. 315 5.00 1575.00 0.00 315.00 1575.00 2565.511 FULL I ACT I CONTROL SIG. SYS. A SYS. 1 65009.00 85000.00 0.50 42500.00 .5 42500.00 2545.511 FULL T ACT I COMIROL SIG. SYS. B SYS. 1 105000.00 10500U.00 0.00 1.00 105006.00 2575.505 SODDING S.Y. 36315 1.00 36335.00 7505.00 7505.00 28834.00 28830.00 2515.551 COMMERCIAL FERTILIZER, ANAL. 12-12-12 ION 1.3 300.00 390.00 0.30 90.00 1.00 300.00 301.6u4 SAWCUI CONCRETE PAVEMENT L.F. 997 1.60 1595.20 601.00 961.60 396.00 633.60 301.604 CONCRETE PAVEMENT LUGS L.F. 472 20.00 9440.00 0.60 472.00 9440.00 331.644 SAVCUT 611UNIKWS PAVEMENT SURFACE L.F. 2307 1.50 3460.50 931.00 1255.50 1470.00 2205.00 422.601 SLOPE STONE WALL 40.5 S.F. 3372 10.00 67444•.00 0.00 331:.00 6740.00 422.694 IIM6EN NALL S.F. 1990 6.30 12531.00 938.00 5909.40 1052.00 6627.60 503.601 TRAFFIC CONTROL L.S. I of 11 14 I1 4 11 503.605 3' INSULATION S.Y. 1496 20.Ou 19920.00 0.00 1496.00 29926.00 504.602 ADJUST VALVE 601 EACH 2 102.00 204.00 0.00 2.00 204.00 504.602 INSTALL HIORANIS EACH 15 455.00 5825.60 1.00 455.00 14.vO 6376.00 504.604 RELOCATE SPRINKLER SYSTEM SYSTEM 1 0.00 1.00 0.00 504.604 6'VALVE BUl I ASSEMBLY ASSEMBLY 12 450.00 5400.00 1.00 450.00 11 4950,00 554.603 INSTALL GUARD RAIL L.F. 545 9.04 4905.00 0.00 545.60 4405.60 554.601 T61SIED END TREATMENT EACH 4 460.00 1840.00 0.00 4.00 1840.50 51.603 INSTALL WOOD RAIL FENCE L.F. 247 1.50 370.50 06.00 90.00 187.00 280.50 557.603 INSTALL WOOD PRIVACY FENCE L.F. 253 2.25 569.25 160.00 360.00 93.00 209.25 557.603 INSTALL CHAIN LIU FENCE L.F. 335 3.75 1256.25 215.00 606.25 120.00 450.00 '64.602 PAVEMENT MESSAGE (LEFT AF.ROW) EACH 12 80.00 960.00 1.00 80.00 11.00 880.00 AgMk4. 4•SOL LINE VEL P.MV6L. POL(NER PREFMD. L.F. 3506 1.50 5250.00 MOM 2220.00 2020.00 3030.00 W603 4'SOLID LINE, IELLOW-EPUIV L.F. 10600 0.37 7922.00 6760.00 2501.20 3840.00 1420.60 .rr. .603 4' SOLID LIME, UNITE-EP01I L.F. 965 4.37 351.05 65.60 24.05 940.00 333.00 64.603 4' 6RUaEN LINE, UNITE-EPOIV L.F. 3506 0.37 1295.00 250.00 92.50 3250.00 1202.50 564.643 24' SOLID LINE, WHITE-EPOIY L.F. 356 4.25 1513.00 66.00 280.50 290.00 1232.50 565.602 NANDNOLE (INFERC6RNECII L.F. 1 300.00 304.00 0.00 1.04 300.00 565.603 2'RIGID STEEL C6NOUIF INIERCOHNECT) L.F. 190 5.25 997.50 0.00 190.00 997.50 565.603 12 PAIN 119 CABLE IINTERCDWCT) L.F. 620 2.25 1395.00 0.04 620.00 1395.00 ..............a.............a=....a...:a::aa..aaaa::=:..:a= ...a: ,uBIOFAL 2073572.65 440109.90 1633362.75 ..................aaa.........aa..aa:::::aaaa.....:.=...a.a..:..:a..=aa===..a::==..:::,=...a=. ....... '021.501 MONILIZAII61 L.S. 1 80000.00 60000.00 .212295383 16983.63 .787704617 w63.716.37 ,331.521 BITUMINOUS MATERIAL FOR TEMP. SURFACING S.J. 8829 2.90 25661.20.212295;83 5435.02 .767764617 20166.16 503.661 TRAFFIC CONTROL L.S. 1 22000.00 22004.00 .212295381 4614.50.791104617 17329.50 ..............aa.....,as:aa:.=...a,.::.a.:aa...=aaa::aaaa.=:.= .......... DIAL {{66 2201171.85 6166 467299.45 6611 1733874.80 84015 4-A •