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tO <br />—146— <br />ESTIMATED :N <br />AMOUNT: <br />100' 969'Ec$ <br />le9'oLL'ez$ <br />1061t£1136$ _ J <br />loo •OZZ' 1.5 <br />111,54a291 <br />111.6 <br />I <br />166'E69 <br />19Z13£61Z$ _- <br />19/. 91.Z <br />100 0o6'E$ <br />191'060'0115 <br />$5,200.001 <br />I -_ $4,537.051 <br />99 61$ <br />I -$20, 748.201 <br />199' L6Z'995 _1 <br />1 E9'Y94'2L6'95 <br />COMPLETED: TI <br />BSTIMATEp ' <br />QUANTITY l <br />HDV3 <br />IS <br />4S <br />AS <br />dS 061'1 <br />I AS <br />I A J <br />1425.9 TON <br />NO1 Z6E9 I <br />610 GAL <br />181.88 TON <br />1 NO! 80'1E9 1 <br />NOl Z6'01.PZ I <br />805 LF <br />I_ - 41 9196 <br />41 <br />�l <br />AS 09 <br />14174.18 CY <br />AS <br />HDV3 9 <br />S7 1 <br />S T <br />S7l I <br />uo9a101800 <br />YIATEp' <br />a <br />I99'OLt'EZ$ <br />I9Z't£9 <br />00 001'1$ <br />166'069'113 <br />116 119'9Z5 <br />69 <br />91:9£6'6$ <br />I9L'91Z't5 <br />100'006'£$ <br />1 $170,090.16 <br />00 95 <br />� <br />99•0904$ <br />$4,717,363.18 <br />111S3;SflOiA3Md • <br />A 11NVDO <br />HDV3 <br />BS <br />AS <br />AS <br />3S <br />Ca <br />AS • <br />1425.9 TON <br />NO1 14'60£9 <br />550 GAL <br />181.88 TON <br />I NOl80'1E9 <br />2120.42 TON <br />805 LF <br />41 4L9h <br />41 <br />41 <br />AS 09 <br />AO BL'bLlbL <br />I- 4S <br />HDV3 9 <br />Sl t <br />S7 1 <br />I 019 SV <br />ESTIMATED 'I <br />00 "009 Z$ <br />$540.001 <br />100 961'18 <br />100•991. <br />$41,698.801 <br />100 " 9z6 1 EE$ <br />I9COWt5 <br />191 •901 1 <br />109'669'11.1$ I <br />100'9Z9'LT <br />I 091 :' t$ <br />1 $78,781.501 <br />$90,709.501 <br />I9Z'8£6'Z$ <br />I04199'£$ _ 1 <br />10E191.5 <br />100 "086'1. <br />I0011L6'9$ 1 <br />10029120613 <br />100'1£6'69$ <br />I00•O1 <br />11 1'069 E69 9$ <br />Al►1NVl0 :: ,;., <br />:: 1341VWIIS3"_ <br />1 EACH • I <br />AS 901 <br />AS 641 <br />AS OV <br />AS ZQLt <br />AS 15£1 <br />56.5 SF_ <br />3305 TON <br />6478 TON I <br />813 GAL I <br />24 TON <br />1722 TON <br />1855 TON <br />805 LF <br />15430 LF <br />Al 061 <br />Al 09 <br />AS 9£1, <br />15846 CY <br />AS Z89Z <br />6 EACH <br />PIBsv <br />33ltld <br />llNf <br />10(1009 <br />00' <br />00 •6$ <br />01'9£$ <br />$23 401 <br />100 "9Z$ _ - - - <br />09'92$ <br />Isa <br />oz etS <br />1 00"6 <br />194 <br />191'91•$ <br />$48.901 <br />199 E5 <br />I9ZO$ <br />198'06 <br />100'165 <br />100 "99$ <br />10021$ <br />109'066 <br />00 <br />0E LL9 LLS <br />W311 <br />VEHICULAR GATE <br />ZEBRA CROSSWALK WHITE (3'x6'1 <br />6" CONCRETE WALK (W/ 4" AGGREGATE BASE - CLASS 5 - MODIFIED) _ I <br />TRUNCATED DOMES _ _ 1 <br />BOULDER RETAINING WALL <br />MODULAR BLOCK RETAINING WALL <br />SIGN PANELS TYPE C <br />(AGGREGATE BASE PATCHING - CLASS 5 __ <br />AGGREGATE BASE PATCHING - CLASS 5 - MODIFIE <br />BITUMINOUS TACK COAT <br />BITUMINOUS BASE COURSE PATCHING (LVNW3503081 <br />(BITUMINOUS BINDER COURSE PATCHING IMVNW35035CI <br />BITUMINOUS WEARING COURSE PATCHING (MVWE35O35C) - _ 1 <br />16" BITUMINOUS CURB __ I <br />14" SOLID LINE WHITE - EPDXY <br />14" SOLID LINE YELLOW -EPDXY <br />CONCRETE CURB AND GUTTER DESIGN - TYPE b618 <br />8" CONCRETE DRIVEWAY PAVEMENT (W/ 3" AGGREGATE BASE -CLASS 5- MODIFIED)_ _ _I <br />ICOMMON EXCAVATION DITCH CLEANING (EV) - PLAN QUANTITY (P) _ __ I <br />ISTEEL SHEET PILE WEIR I <br />I 18 A1I1D NV313I <br />I Ooen cut Nowthen Blvd with 16" watermain vs. auger bodng <br />I Additional work for alternate sanitary sewer alignment between MH A & E _ <br />I Open cut Ramsey Blvd with 24" sanitary vs. augar boring_ <br />Fire Hall Watermain Improvements <br />TOTAL AMOUNT: <br />. HZ <br />I E6 E <br />I b6 1 <br />I 56 I <br />I L6 I <br />1 96 <br />I 66 I <br />1 0011 <br />1221 <br />. 1 <br />101 I <br />I £01. 1 <br />I 601- I <br />I 901. <br />1 9011 <br />1 L01 <br />1 901 <br />I 601 <br />I 014 1 <br />r <br />a# 001 <br />£901 <br />0203 <br />tO <br />—146— <br />