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' OPINION OF COST <br /> wows ------�'111 111 I'll 11111, 1 11111111111111 1110siall'IBM Wilms <br /> ' WSB PROJECT:1999 Street and Watermain Improvements Design By: Greg Mori <br /> Project Location: St.Anthony,MN Checked By: Todd Hubme <br /> WSB Project No: 1065.21 Date: 4-Sep-9 <br /> ' Line Llnit Wilson St. Wilson St. Pahl Pahl Alley Wilson Alley Wilson Alley Wilson Alley Wilson Alley Wilson Alley Wilson Ponding <br /> Ponding Estimated Estimated <br /> From From Ave. Ave_ to Coolidge to Coolidge to Coolidge to Coolidge to Coolidge to Coolidge Improvements Improvements Total Total <br /> 29th Ave. 29th Ave. South of South of South of South of South of South of <br /> To 27th To 27th Pahl Pahl Murray Murray St.Anthony St.Anthony <br /> Na. Description Unit P-ice QTY Cost QTY Cost QTY Cost QTY Cost QTY Cost QTY Cost Quantity Cost <br /> ' B. SANITARY SEWER <br /> 37 GRANULAR FUONDATION MATERIAL CU YD $7.00 320.001 $2,240.00 $0.00 50. -SO.00 $0.00 320.00 $2,240. <br /> ' 38 l0"PVC PIPE SEWER SDR35 LM FT S20.00 180.00' $3,600.00 $0.00 SO.00 SO.00 SO.00 s0. 180.00 53,600. <br /> 39 24"PVC PIPE SEWER SDR35 LIN FT $50.00 1,300. $65,000.00 $0.00 50.00 50.00 $0.00 S0. 1,300.00 $65,000. <br /> 40 CONNECT TO EXISTING SANITARY SEWER EACH $700.00 1. $700.00 $0.00 $0.00 $0.00 $0.00 50. 1.00 $700. <br /> ' 41 CONST SAN SEWER MH,48"DIA.(0-14') EACH 51,700.00 7.00' $11,900.00 SO.00 50.00 SO.00 $0.00 $0. 7.00 $11,900. <br /> 42 SANITARY BYPASS PUMPING LUMP SUM $30,000.00 1. $30,000.00 SO.00 $0.00 $0.00 $0.00 SO.00 1.00 $30,000. <br /> 43 TELEVISING SANITARY SEWER LIN FT $0.80 1,480.00 S1,184.00 $0.00 $0.00 50.00 SO.00 $0.00 1,480.00 $1,184. <br /> ' SUBTOTAL $114,624.00 $0.00 $0.00 $0.00 $0.00 $0.00 S114,624. <br /> 100%CONTINGENCY $11,462.40 $0.00 $0.00 $0.00 $0.00 SO.00 S11,462.40 <br /> SUBTOTAL $126,086.40 SO.00 $0.00 $0.00 $0.00 50.00 5126,086.4 <br /> 30%INDIRECT COSTS 537,825.92 SO.00 $0.00 s0. $0.00 $0.00 537,825.92 <br /> tTOTAL 5163,912.32 50.00 $0.00 S0. 50.001 $0.00 $163,912.32 <br /> C. WATERMAIN <br /> ' 44 6"GATE VALVE AND BOX EACH $450.00 6.00 $2,700.00 $900. SO.00 2.00 5900. SD. S0. 10.00 $4,500. <br /> 45 8"GATE VALVE AND BOX EACH S600.00 3.00 51,800.00 SO.00 $0.00 $0.00 50.00 $0.00 3.00 51,800. <br /> 46 CONNECT TO EXISTING WATERMAIN EACH 5600.00 6.00 $3,60000 VM.00 $0.00 1.00 5600.00 $0.00 SO.00 8.00 54,800. <br /> ' 47 1"CORPORATION STOP EACH $50.00 $0.00 S850.00 $000 19.00 5950.00 50.00 SO.00 36.00 $1,800. <br /> 48 1"CURB STOP&BOX EACH S100.00 $0.00 $1,700.00 S0.00 19.00 $1,900.00 S0.00 $0.00 36.00 53,600. <br /> 49 1"TYPE K COPPER PIPE LIN FT 58.00 $0.00 S4,000.00 $0.00 230.00 S1,940.00 50.00 SO.00 730.00 $5,840. <br /> 50 HYDRANT EACH $1,400.00 2.00 $2,800. $1,400.00 $0.00 1.00 $1,400.00 50.00 $0.00 4.00 $5,600. <br /> ' 51 6"WATERMAIN-DUCTILE IRON CL 52 LIN FT $18.00 140.00 S2,520. S10,620.00 $0.00 695.00 $12,510.00 $0.00 SO.00 1,425.00 $25,650. <br /> 52 8"WATERMAIN-DUCTILE IRON CL 52 LIN FT $19.00 500.00 $9,500. SO.00 $0.00 SO.00 SO.00 $0.00 500.00 $9,500. <br /> 53 TEMPORARY WATERMAIN SERVICE LUMP SUM $!2,000.00 $0.00 $2,280.00 $0.00 021 $2,520.00 $0.00 SO.00 0.40 $4,800. <br /> ' <br /> 34 DUCTILE IRON FITTINGS POUND $1.00 1,000.00 $1,00000 s5woo $0.00 250.00 $250.00 $0.00 $0.00 1,750.00 $1,750. <br /> SUBTOTAL $23,920.00 $22,850.00 $0.00 $22,870.00 $0.00 $0.00 569,640. <br /> 10%CONTINGENCY $2,392.00 $2,285.00 $0.00 $2,287.00 $0.00 $0.00 $6,964. <br /> ' SUBTOTAL - - 526,312.00 $25,135.00 $0.00 S25,157.00 $0.00 50.00 $76,604. <br /> 30%INDIRECT COSTS 57,893.60 $7,540. $0.00 $7,347.10 $0.00 $0.00 $22,981.2 <br /> TOTAL $34,205.60 $32,675.5 $0.00 $32,704.1 $0.00 $0.00 $99,585.20 <br /> 1 <br /> t <br />