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Opinion of Probable Cost
<br /> Projec�. Watertown Road Improvement Pro�ect(Preliminary)
<br /> Project Location: City of Long Iake&Orono
<br /> WSB Pro'ect No• TBD
<br /> En neera Estlmate Ci S t
<br /> Item MnDOT Description Uni[ Unit Pnce Estimated Estima[ed L,ong L�ake Oron�o
<br /> No. S cification No. Total uanti Total Cost 70.5/0 29.5/o
<br /> C.Watermain Im rovements
<br /> 47 2104.501 REMOVE WATERMAIN PIPE LIN FT $2. 1,800 $4,500.00 $4,50000 $000
<br /> 48 2014.501 REMOVE WATER SERVICE PIPE(INCLUDING CURB STOP) EACH $250 20 $5,000.00 $5,000.00 $0 00
<br /> 49 2014.509 REMOVE EXISTING GATE VALVE AND BOX EACH $75 7 $525.00 $525.00 $0 0
<br /> 50 2014 509 REMOVE EXISTING HYDRANT ASSEMBLY EACH $300.0 5 $1,500.00 $1,500 00 $0.00
<br /> 51 2504 601 TEMPORARY WATER DISTRABUTION SYSTEM LUMP SUM $5,000 1 $5,000.00 $5,000.00 $0 00
<br /> 52 2504602 CONNECTTOEXISTINGWATERMAIN EACH $7,500 6 $9,000.00 $9,00000 $000
<br /> 53 2504602 CONNECTTOEXISTINGWATERSERVICE EACH $500 20 $10,00000 $10,00000 $000
<br /> 54 2504 602 HYDRANT ASSEMBLY EACH $5,000 5 $25,000.00 $25,000 00 $0.00
<br /> 55 2504.602 1"CORPORATION STOP EACH $400 20 $8,000.00 $8,000 00 $0 00
<br /> 56 2504.602 8"GATE VALVE AND BOX EACH $1,900 7 $13,300.00 $13,300 00 $0 00
<br /> 57 2504.602 1"CURB STOP AND BOX EACH $400. 20 $8,000 00 $8,000 00 $0.00
<br /> 58 2504.603 1"TYPE K COPPER PIPE LIN FT $24. 600 $14,400 00 $14,400 00 $0.00
<br /> 59 2504.603 8"PVC C-900 WATER MAIN LIN FT $34. 2,000 $68,000 00 $68,000 00 $0.00
<br /> 60 2504.604 4'POLYSTYRENE INSULATION SQ YD $36 100 $3,600.00 $3,600.00 $0 00
<br /> 61 2504.620 DUCTILE IRON FITTINGS-EPDXY COATED POUND $4. 2 800 $11 200 00 $11 200.00 $0 00
<br /> SubTotal: $187,025.00 $187,02500 $000
<br /> 15%Con4ngency $28,053 75 $28,053 75 $0.00
<br /> Sub Total(Construction): $215,078.75 $215,078.75 $0.00
<br /> 28%Indirect $60,222.05 $60222.05 $0.00
<br /> TOTAL: 5275,300.80 5275,300.80 50.00
<br /> D. Storm Sewer Im rovements
<br /> 62 2104.501 REMOVE SEWER PIPE(STORM) LIN FT $5. 300 $1,500.00 $1,057.50 $442
<br /> 63 2502.521 4'PT PIPE DRAIN LIN FT $12. 4,300 $51,600.00 $36,378 00 $15,222
<br /> 64 2502.601 4"TP PIPE DRAIN CLEAN OUT EACH $150. 40 $6,000.00 $4,230 00 $1,770.
<br /> 65 2503 541 15"RC PIPE SEWER DESIGN 3006 CLASS V LIN FT $36.0 215 $7,740 00 $1,935 00 $5,805.
<br /> 66 2503.541 18"RC PIPE SEWER DESIGN 3006 CLASS III LIN FT $38. 1,050 $39,900.00 $39,900.00 $0.00
<br /> 67 2503.541 21"RC PIPE SEWER DESIGN 3006 CLASS III LIN FT $40 325 $13,000 00 $13,000.00 $0.00
<br /> 68 2503 541 2T RC PIPE SEWER DESIGN 3006 CLASS III LIN F7 $45 200 $9,000.00 $9,000.00 $0.00
<br /> 69 2506 602 CASTING ASSEMBLV(CATCH BASIN) EACH $500 74 $7,000.00 $4,500 00 $2,500.
<br /> 70 2506 501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4020 LIN FT $350. 30.0 $10,500.00 $10,500 00 $0.00
<br /> 71 2506 501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 60-4020 LIN FT $450. 11.0 $4,950.00 $4,950.00 $0.00
<br /> 72 2506.502 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL 1 EACH $1 500. 7 $10 500.00 $3 000.00 $7 500.
<br /> Sub Totel: $161,690.00 $128,450.50 $33,239 50
<br /> 15%Conungency: $16,169.00 $19,267.58 $4,98593
<br /> Sub Total(Construction): $177,859.00 $147,718.08 $38225 43
<br /> 28%Indirect: $49,800 52 $41,361.06 $10,703.12
<br /> TOTAL: 5227,659.52 5189,079.14 548,928.
<br /> E. Stormwater Mana ement
<br /> 73 2101502 CLEARING TREE $350 15 $5,25000 $3,500.00 $1,750
<br /> 74 2101.507 GRUBBING TREE $350 15 $5,250.00 $3,500.00 $1,7500
<br /> 75 2105 501 COMMON EXCAVATION CU YD $12 400 $4,800.00 $3,384.00 $1,416.
<br /> 76 2506 502 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL 1 EACH $1,500. 2 $3,000.00 $3,000.00 $0.00
<br /> 77 2575 501 SEEDING AND MULCHING ACRE $3,500 0 0 5 $1 750.00 $1 233.75 $516 2
<br /> Sub Total: $20,050.00 $14,617.75 $5,432 25
<br /> 15%Contingency $3,007.50 $2,192 66 $814 84
<br /> SubTotal(Construction): $23,057.50 $16,81041 $6,24709
<br /> 28%Indvect $6,456.10 $4,706.92 $1,74918
<br /> TOTAL: 529,513.60 527,517.33 E7,996.27
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