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<br /> Contract Unit Current Quantity Amount
<br />No. Item Unit Quantity Price Quantity to Date to Date
<br /> PART 1: BASE BID B. PEDESTAL SPHEROID CONSTRUCTION:
<br />1 DESIGN DRAWINGS lS 25000.00 1 $25,000.00
<br />2 FOUNDATION LS 210000.00 1 $210,000.00
<br />3 STEEL FABRICATED TO SITE LS 235895.00 1 $235,895.00
<br />4 FIELD ERECTION LS 138000.00 1 $138,000.00
<br />5 FIELD PAINTING LS 190000.00 1 $190,000.00
<br />6 FIELD ELECTRICAL LS 30000.00 1 $30,000.00
<br />7 CATHODIC PROTECTION LS 8300.00 1 $8,300.00
<br /> CONSTRUCTION: $837,195.00
<br /> PART 2: FOUNDATION PILING - BASE BID B . PEDESTAL SPHEROID PiliNG:
<br />8 9 - 5/8" DIA. CAST-IN-PLACE CONCRETE TEST PILE EA 2 1600.00 2 $3,200.00
<br />9 9 - 5/8" DIA. CAST-IN-PLACE CONCRETE PILING, DRIVEl LF 2080 17.00 2061 $35,037.00
<br /> PEDESTAL SPHEROID PILING: $38,237.00
<br /> PART 3 - SITE WORK:
<br />10 SALVAGE AND REINSTALL CHAIN LINK FENCE LF 24 29.15 24 $699.60
<br />11 SALVAGE, STOCKPILE, AND RESPREAD TOPSOIL LS 1 100.00 1 $100.00
<br />12 REMOVE WATER MAIN LF 114 10.00 114 $1,140.00
<br />13 REMOVE STREET SWEEPING MATERIAL CY 220 5.00 453 453 $2,265.00
<br />14 SILT FENCE, REGULAR LF 600 3.00 588 $1,764.00
<br />15 6' HIGH CHAIN LINK FENCE LF 135 18.45 $0.00
<br />16 20' WIDE DOUBLE SWING GATE EA 1 1030.00 $0.00
<br />17 TYPE 41 BITUMINOUS FOR DRIVEWAYS TN 40 40.00 $0.00
<br />18 TYPE 31 BITUMINOUS BASE COURSE TN 50 40.00 $0.00
<br />19 AGGREGATE BASE, CLASS 5,100% CRUSHED TN 700 20.00 $0.00
<br />20 GEOTEXTILE FABRIC, TYPE V SY 360 2.00 $0.00
<br />21 CONNECT TO EXISTING WATER MAIN EA 2 500.00 2 $1,000.00
<br />22 16" PVC WATER MAIN LF 270 45.00 286 $12,870.00
<br />23 16" DIP WATER MAIN, CLASS 52, INCL. POL YWRAP LF 115 40.00 110 $4,400.00
<br />24 6" DIP WATER MAIN, CL. 52,INCL. POLYWRAP LF 10 25.00 18.5 $462.50
<br />25 6" GATE VALVE AND BOX EA 1 650.00 2 $1,300.00
<br />26 12" GATE VALVE AND BOX EA 1 1500.00 1 $1,500.00
<br />27 16" GATE VALVE AND BOX EA 1 4000.00 1 $4,000.00
<br />28 CAST IRON FITTINGS LB 2065 2.00 3089 $6,178.00
<br />29 INSTALL HYDRANT EA 1 1800.00 1 $1,800.00
<br />30 OVERFLOW MANHOLE EA 1 2500.00 1 $2,500.00
<br />31 15" RCP STORM SEWER LF 120 30.00 104 $3,120.00
<br />32 15" RCP FLARED END SECTION EA 1 500.00 1 $500.00
<br />33 CLASS Ilf RIPRAP, PLACED AT FLARED END SECTION CY 5 100.00 5 $500.00
<br />34 MNDOT SEED MIX 70A AC 0.2 5000.00 $0.00
<br />35 WOOD FIBER BLANKET SY 500 5.00 800 800 $4,000.00
<br /> TOTAL PART 3 - SITE WORK: $50,099.10
<br />CHANGE ORDER NO.1
<br />1 ELIMINATE TANK EXTERIOR ILLUMINATION LS -7500.00 ($7,500.00)
<br />2 ELIMINATE TANK CONTAINMENT REQUIREMENTS LS -48000.00 ($48,000.00)
<br /> TOTAL CHANGE ORDER NO.1 ($55,500.00)
<br />CHANGE ORDER NO.2
<br />1 WATERMAIN INSTALLATION REIMBURSEMENT LS 3480.00 $3,480.00
<br /> TOTAL CHANGE ORDER NO.2 $3,480.00
<br />
<br />TOTAL PART 1: BASE BID B - PEDESTAL SPHEROID CONSTRUCTION:
<br />TOTAL PART 2: FOUNDATION PILING - BASE BID B - PEDESTAL SPHEROID PILING:
<br />TOTAL PART 3 - SITE WORK:
<br />TOTAL CHANGE ORDER NO.1
<br />TOTAL CHANGE ORDER NO.2
<br />TOTAL WORK COMPLETED TO DATE
<br />
<br />$837,195.00
<br />$38,237.00
<br />$50,099.10
<br />($55,500.00)
<br />$3,480.00
<br />$873,511.10
<br />
<br />61603130 Req 12..ls
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