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ENGINEER'S COST ESTIMATE
<br /> TRAILSIDE PARK-EAST SIBLEY STREET-NORTH FRONT STREET-GOVERNMENT DRIVE-MAIN STREET
<br /> PEQUOT LAKES, MN
<br /> Preliminary- Tuesday,July 3,2018
<br /> SANITARY SEWER PARK RELATED ROADWAY TOTAL
<br /> ITEM NO. SPEC.NO. ITEM DESCRIPTION UMT UMT PRICE ESTINIATED ES7INIATED ESTIMATED ESTIMATED
<br /> QV�TM TOTAL COST QV�TM TOTAL COST Q��TM TOTAL COST Q��TM TOTAL COST
<br /> 1 2021.501 MOBILIUTION LUMP SUM 5100,000.00 0.09 59.000.00 0.14 $14,000.00 023 523,000.00
<br /> 2 2101.524 CLEARING3GRUBBWG TREE $500.00 2 51,000.00 1 5500.00 3 51.50000
<br /> 3 2104.501 REMOVE CURB 3 GUTTER LIN FT SZ0.00 50 S1.000.00 50 51,000.00
<br /> 4 2104.501 REMOVE SEWER PIPE(STORM) LIN FT 520 00 175 53,500.00 175 $3,500.00
<br /> 5 2104.501 REMOVE SEWER PIPE(SANRARY SEWER) LIN FT 513 0D 1,300 518,900.00 1,300 $16,900.00
<br /> 6 2104.501 REMOVE SANRARY SERVICE PIPE UN FT 520.00 50 51.000 00 50 51.000.00
<br /> 7 2104.502 REMOVESANRARYSEWERMANHOLE EACH SSW.00 6 53,000.00 6 53,00000
<br /> 8 2104.502 REMOVE DRAINAGE STRUCTURE EACH 5400.00 1 5400.00 1 5400.00 2 5800.00
<br /> 9 2104.502 REMOVE SIGN EACH 540.00 25 51,000.00 25 51.000.00
<br /> 10 2104.503 REMOVE CONCRETE SIDEWALK ^u�FT 52.00 1,300 52.600.00 1,300 52,600.00
<br /> 10 2104.504 REMOVE BITUMINWS SIDEWALK SGl YD S7.00 425 $2,975.00 425 $2.975.00
<br /> 11 2101.504 REMOVE BITUMMOUS PAVEMENT SQ YD $3.00 10,400 531,200.00 10,400 531,200.00
<br /> 12 2101.513 SAWINO CONCRETE PAVEMENT(FULL DEPTH) LIN FT 510.00 100 51,000.00 100 S1,OQ0.00
<br /> 13 2104 513 SAWING BR PAVEMENT(FULL DEPTH) LIN FT $3.00 1,550 $4,650.00 1,550 54.850.00
<br /> 14 2105 507 COMMON EXCAVATION(P) CU YD 56.00 1,600 59.600 00 7,000 542,000.00 E,800 551,600 00
<br /> 15 2123.810 STREET SWEEPER(WRH PICKUP BROOM) HOUR 5140.00 50 57,000.00 50 57,000.00
<br /> 16 2211.507 A6GREf3ATE BASE(CV)CUSS 5 CU YD $30 00 400 512.000.00 800 518,D00.00 1.000 530,000.00
<br /> 17 2360 509 TYPE SP 9.5 WEARING COURSE MIX(3,B) TON 565 00 580 $38,400.00 840 554.600.00 1.400 591.00O.QO
<br /> 18 2503.503 CASING PIPE FOR STORM SEWER LIN Ff 5250.00 150 537.500.00 150 537.500.00
<br /> 19 2503.503 STORM SEWER P�PE LIN FT $50.00 300 515.000.00 375 518,750.00 675 533,750.00
<br /> 20 2503.602 6'CLEAN-0UTASSEMBLY EACH 51,000.00 2 52,000.00 2 52.000.00
<br /> 21 2503.602 LIFT STATION CONTROL PANEL/PUMP ADJUSTMENTS LUMP SUM 550,000.00 1 550,000.00 1 $50.000.00
<br /> 22 2504.602 ADJUST VALVE BOX EACH SZ00.00 5 51,000.00 5 51,000.00
<br /> 23 2504.803 4'PVC SANRARY SEWER SERVICE PIPE LIN Ff $35.00 150 55,250.00 50 51.750.00 200 $7.000.00
<br /> 24 2504.603 8'x8'SANRARYSEWERVYYE EACH 5500.00 2 51,000.00 50 525,000.60 52 $26,000.00
<br /> 25 2504.603 6'WC SANRARY SEWER PIPE LIN Ff $35.Q0 1,300 545,500.00 1.300 $45,500.00
<br /> 26 2508.502 CONST DRAINAGE STRUCTURE EACH 52,000.00 4 58,000 00 5 510,000.00 8 518,000.00
<br /> 27 2508.502 SANRARY SEWER MANHOLE EACH 54,000.00 8 Y24,000.00 6 524,000.00
<br /> 28 2508.602 CONNECT TO DaSTINO STORM SEWER EACH 57,000.00 4 54,000.00 4 $4,000.00
<br /> 29 2521.518 4'CONCRETE WALK S�FT 55.00 3,000 515,000.00 13,400 587,000.00 18,400 $82,000.00
<br /> 30 2531.503 CONCRETE CURB 3 GUTTER DESIGN 6812 LIN FT 518.00 EW 514,400.00 E00 514,100.00
<br /> 31 2531.503 CONCRETE CURB 6 GUTTER DESIGN 6824 UN FT 578.00 1.100 519,600.00 1,100 518,�00.00
<br /> 32 2531.504 fiCONCRETEDRNEWAYPAVEMENT S�YD 565.00 50 53,250.00 70 54,550.00 120 57.600.00
<br /> 33 2531.61E TRUNCATED DOMES S�FT $40.00 80 52,400.00 130 55200.00 190 57.600.00
<br /> 34 2550 80� ELECTRICAL CONDUR AND OTHER UTILRY CONDURS TO LUMP SUM 55.000.00 1 55.000 00 1 55,000.00
<br /> PARK5 FUTURE BUILDING
<br /> 35 2583.801 TRAFFIC CONTROL LUMP SUM 520,000.00 1 520,000.00 1 520,000.00
<br /> 38 2564.602 SIGN(PANEL 6INSTALL) EACH 5750.00 25 S18,750.00 25 518,750 00
<br /> 37 2573.507 STABILIZED CONSTRUCTION EXR EACH 5750.00 6 $4,500.00 8 54,500 00
<br /> 36 2573.502 STORM DRAW MLET PROTECTION EACH 5200.00 4 5600.00 11 52,200.00 15 53,000.00
<br /> 39 2573.503 SEDIMENT CONTROL LOG TYPE COMP0.ST LIN FT 54.00 4,000 516,Q00.00 4,000 516,000.00
<br /> 40 2574.507 COMMON TOPSOIL BORROW CU YD 530.00 1.600 S4E,000.00 1,600 548,000.00
<br /> 41 2574.5U8 FERTILIZER POUND S125 1.500 51,E7S.00 1,500 $1,E75.00
<br /> 42 2575.504 EROSION CONTROL BLANKETS CATEGORY 3 SQ YD 53.00 300 5900.00 300 S900.00
<br /> 43 2575.505 SEEDPIG ACRE 35W.00 3 51.500.00 3 51,500.00
<br /> 44 2575.508 SEED MDRURE POUND y1.00 1,500 56.000.00 1.500 58.000.00
<br /> 45 2575.50� HYDRAULICMULCHMATRIX PWNO 51.W 7,500 571.250.00 7,500 511250.00
<br /> 46 25E2.501 PAVEMENT MARKINGS LUMP SUM 58,000.00 025 52,000 00 0.75 56,000.00 1 $6,000.00
<br /> ESTIMATED CONSTRUCTION COST: $157,650.00 $120,250.00 $520,950.00 $798,850.00
<br /> CONTINGENCIES(10%): $15.�800.00 512.000.00 552.�1�.� $79.900.00
<br /> ESTIMATED TOTAL CONSTRUCTION COST: 5173.450•00 $132,250.00 $573,050.00 SE7E,750.00
<br /> ENGINEERING(20%): $34,700.00 $26,500.00 $114,600.00 $175,800.00
<br /> ESTIMATED PROJECT COSTS(MINUS FINANCING AND ADMINISTRATIVE COSTS) $208,150.00 $158,750.00 $887.850•00 $1,054,550.00
<br /> ESTIMATED MN POWER COST TO TAKE OUT OVERHEAD POWER LINES THROUGH THE PARK AND CONVERT TO UNDERGROUND OR TO RE-ROUTE= 5�0,000.00
<br /> REGARDING OTHER UTILITIES,THEY ARE IN CITY R/W's AND WILL NEED TO RE-LOCATE IF NEEDED AT THEIR OWN COST.BUT,THERE WILL BE FEES FOR CONNECTING THE NEW PARK BUILDING.
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