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<br />ENGINEER'S ESTIMATE <br />144TH AVENUE N,W. AND RIGHT TURN LANE <br />CITY OF RAMSEY <br /> <br />SCHEDULE "A" - STREET CONSTRUCTION <br /> <br /> . TOTAL TOTAL <br />ITf;M SPEC. I::STIMATED gSTIMA TED <br />NO. RgF. DESCRIPTION UNIT UNIT COST QUANTITY COST <br />1 2104.513 SAWING BITUMINOUS PAVEMENT (FULL DEPTH) .. LIN FT $2.50 113 $283 <br />2 2104.602 RELOCATE COMMERCIAL SIGN EACH $3,000.00 1 $3.000 <br />3 2105.501 COMMON EXCAVATION (P) CUYD $6.00 1.063 $6.378 <br />4 2105.525 TOPSOIL BORROW, LV CUYD $15.00 65 $875 <br />5 2211.501 AGGREGATE BASE CLASS 5 MOD TON $14.00 1,262 $17.945 <br />6 2232.501 MILL BITUMINOUS SURFACE (2") SO YO $5.00 25 $125 <br />7 2350.501 TYPE MV 3 WEARING COURSE MIXTURE (C) TON $58.00 355 $20,570 <br />6 2350.502 TYPE MV 3 NON WEARING COURSE MIXTURE Ie) TON $55.00 532 $29,259 <br />9 2357.502 BITUMINOUS MATERIAL FORTACK COAT GALLON $3.00 140 $420 <br />10 2503.541 15"RC PIPE SEWER DESIGN 3006, CL V UN FT . $25.00 1,000 $25,000 <br />11 2503.602 CONNECT INTO EXISTING DRAINAGE STRUCTURE EACH $1,000.00 1 $1,000 <br />12 2506.502 CONSTRUCT DRAINAGE STRUCTURE DESIGN 48 - 4020 EACH $1.500.00 5 $7.500 <br />13 2508.502 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL e;ACH $1.000.00 2 $2,000 <br />14 2506.516 CASTING ASSEMBLY e;ACH $400.00 7 $2,800 <br />15 2531.501 CONCRETE CURB & GUTTER DESIGN B616 UNFT $10.00 1,740 $17,400 <br />16 2531.507 6" CONCRETE DRIVEWAY PAVEMENT SOYD $45.00 16 $720 <br />17 2564.531 SIGN PANELS TYPE C SQFT $28.00 25 $700 <br />18 2573. 502 SILT FENCE, TYPE MACHINE SLICED LIN FT $2.00 500 $1.000 <br />19 2573.530 STORM DRAIN INLET PROTECTION e;ACH $500.00 7 $3.500 <br />20 2573.550 EROSION CONTROL SUPERVISOR LUMP SUM $2.000.00 1 $2,000 <br />21 2573.602 TEMPORARY ROCK CONSTRUCTION ENTRANCE e;ACH $750.00 1 $750 <br />22 2575.605 TURF ESTABLISHMENT ACRE $2.000.00 0.2 $400 <br /> <br />TOTAL BID SCHEDULE "A" $143,7;:!S <br /> <br />SCHEDULE "B" . TURN LANE CONSTRUCTION <br /> <br /> TOTAL TOTAL <br />ITEM SPEC. ESTIMATED ESTIMATED <br />NO. REF. DESCRIPTION UNIT UNIT COST QUANTITY COST <br />1 2104.505 REMOVE BITUMINOUS PAVEMENT SOYD $2.00 860 $1,720 <br />2 2104.513 SAWING BITUMINOUS PAVEMENT (FULL DEPTH) UNFT $2.50 773 $1,933 <br />3 2211.501 AGGREGATE BASE CLASS 5 TON $12.00 519 $6,231 <br />4 2232.501 MILL BITUMINOUS SURFACE (2") SO YO $5.00 130 $650 <br />5 2350.501 TYPE MV 3 We;ARING COURSE MIXTURE (C) TON $58.00 163 $8,451 <br />6 2350.502 TYPE MV 3 NON We;ARING COURSE MIXTURE (C) TON $55.00 163 $8,963 <br />7 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GALLON $3.00 64 $192 <br />8 2575.605 TURF ESTABLISHMENT ACRE $2,000.00 0.2 $400 <br />9 2582.502 4" SOLID LINE WHITE. EPOXY UNFT $0040 960 $384 <br /> <br />TOTAL BID SCHEDULE "B" <br /> <br />$29,923 <br /> <br />SCHEDULE "C". POND GRADING AND TURF ESTABLISHMENT <br /> <br /> TOTAL TOTAL <br />ITEM SPEC. v ESTIMATED ESTIMATED <br />NO. REF. DESCRIPTION UNIT UNIT COST QUANTITY COST <br />1 POND GRADING AND TURF ESTABLISHMENT LUMP SUM $15,000.00 1 $15,000 <br /> <br />TOTAL BID SCHEDULE "C" <br /> <br />$15,000 <br /> <br />SCHEDULE "0", MOBILIZATION AND TRAFFIC CONTROL <br /> <br /> TOTAL TOTAL <br />ITEM SPEC. ESTIMATED ESTIMATED <br />NO. REF. DESCRIPTION UNIT UNIT COST QUANTITY COST <br />1 2021.501 MOBILIZATION LUMP SUM $5.800.00 1 $5.800 <br />2 2563.601 TRAFFIC CONTROL LUMP SUM $5,000.00 1 $5,000 <br /> <br />TOTAL BID SCHEDULE "0" $10.800 <br /> <br />TOTAL ESTIMATED CONSTRUCTION COST- BID SCHEDULES "A". "0" $1890448 <br /> <br />6/11/2008 11:51 AM <br />RAMSEY PROPOSAL <br /> <br />-333- <br />