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• <br />ESTIMATE NO. 7R (FINAL) <br />ELM STREET RECONSTRUCTION <br />CITY OF LINO LAKES, MINNESOTA <br />COMMISSION NO. 12390 -03 <br />ITEM <br />PERIOD ENDING: February 14, 2005 <br />CONTRACT QUANTITY UNIT AMOUNT <br />NO. DESCRIPTION UNIT QUANTITY TO DATE PRICE TO DATE <br />65 1 "TYPE K COPPER PIPE LF 1,700.0 1,811.00 $ 9.40 $ 17,023.40 <br />66 16" WATERMAIN DUCTILE IRON CL52 LF 76.0 60.00 $ 50.00 $ 3,000.00 <br />67 INSULATION (4" THICKNESS) SY 165.0 32.00 $ 18.00 $ 576.00 <br />68 DUCTILE IRON FITTINGS LB 1,596.0 1,201.00 $ 2.90 $ 3,482.90 <br />69 CONSTRUCT CATCH BASIN -TYPE 402 EXTRA DEPTH (> 5' DEPTH) LF 14.0 14.00 $ 90.00 $ 1,260.00 <br />70 CONSTRUCT CATCH BASIN -TYPE 402 EA 34.0 34.00 $ 1,080.00 $ 36,720.00 <br />71 CONSTRUCT 48" DIAMETER CATCH BASIN MANHOLE -TYPE 406 EA 6.0 6.00 $ 1,240.00 $ 7,440.00 <br />72 CONSTRUCT 60" DIAMETER CATCH BASIN MANHOLE -TYPE 406 EA 8.0 9.00 $ 1,870.00 $ 16,830.00 <br />73 CONSTRUCT 72" DIAMETER CATCH BASIN MANHOLE -TYPE 406 EA 1.0 1.00 $ 2,300.00 $ 2,300.00 <br />74 CONSTRUCT 48" DIAMETER STORM SEWER MANHOLE -TYPE 409 EA 1.0 1.00 $ 1,140.00 $ 1,140.00 <br />75 CONSTRUCT 60" DIAMETER STORM SEWER MANHOLE -TYPE 409 EA 3.0 3.00 $ 1,770.00 $ 5,310.00 <br />76 ADJUST EXISTING FRAME AND RING CASTING EA 8.0 5.00 $ 200.00 $ 1,000.00 <br />77 RECONSTRUCT EXISTING MANHOLE EA 2.0 2.00 $ 750.00 $ 1,500.00 <br />78 CONSTRUCT SANITARY MANHOLE (4' DIA. -TYPE 301) EA 11.0 10.00 $ 1,310.00 $ 13,100.00 <br />79 CONSTRUCT SANITARY MANHOLE EXTRA DEPTH (> 8' DEPTH) LF 101.0 95.41 $ 90.00 $ 8,586.90 <br />80 RANDOM RIPRAP CLASS III CY 22.0 6.00 $ 40.00 $ 240.00 <br />81 CONCRETE CURB AND GUTTER DESIGN B618 LF 10,540.0 10,651.00 $ 7.20 $ 76,687.20 <br />82 6" CONCRETE DRIVEWAY PAVEMENT SY 155.0 210.60 $ 32.00 $ 6,739.20 <br />83 8" CONCRETE DRIVEWAY PAVEMENT SY 278.0 120.00 $ 35.60 $ 4,272.00 <br />84 INSTALL MAIL BOX SUPPORT EA 37.0 37.00 $ 85.00 $ 3,145.00 <br />85 MAIL BOX SUPPORT EA 5.0 - $ 125.00 $ - <br />86 SALVAGE & REINSTALL STEEL PLATE BEAM GUARDRAIL LF 35.0 35.00 $ 25.00 $ 875.00 <br />87 WOODEN FENCE LF 112.0 - $ 19.50 $ - <br />88 INSTALL SALVAGED FENCE LF 50.0 - $ 29.00 $ - <br />89 TRAFFIC CONTROL LS 1.0 1.00 $ 37,800.00 $ 37,800.00 <br />90 SIGN PANELS TYPE C (INCLUDING POSTS 8 ASSEMBLY) <br />(FINAL REVISED) SF 313.0 313.00 $ 21.75 $ 6,807.75 <br />91 SIGN PANELS TYPE D (INCLUDING POSTS & ASSEMBLY) SF 59.0 30.00 $ 28.00 $ 840.00 <br />92 INSTALL SIGN (INCL. POST & ASSEMBLY) EA 20.0 10.00 $ 35.00 $ 350.00 <br />93 DELINEATOR TYPE (X4 -2) EA 6.0 6.00 $ 50.00 $ 300.00 <br />94 PVMT MARK. 24" STOP LINE WHITE -POLY PREFORMED LF 143.0 132.00 $ 14.44 $ 1,906.08 <br />95 PVMT MARK. 4" DOUBLE SOLID LINE YELLOW -PAINT LF 4,520.0 4,428.00 $ 0.32 $ 1,416.96 <br />96 PVMT MARK. 4" SOLID LINE WHITE -PAINT LF 9,480.0 9,194.00 $ 0.15 $ 1,379.10 <br />97 ZEBRA CROSSWALK- WHITE POLY PREFORMED SF 216.0 270.00 $ 9.87 $ 2,664.90 <br />98 PEDESTAL FOUNDATION EA 1.0 1.00 $ 625.00 $ 625.00 <br />99 1.25" RIGID STEEL CONDUIT LF 30.0 - $ 11.50 $ <br />100 RELOCATE CROSSWALK WARNING FLASHER SYSTEM SYS 1.0 1.00 $ 6,200.00 $ 6,200.00 <br />101 TRANSPLANT TREE (3" CAL DECIDUOUS) TREE 79.0 5.00 $ 250.00 $ 1,250.00 <br />102 SILT FENCE, TYPE PREASSEMBLED LF 6,866.0 5,615.00 $ 2.10 $ 11,791.50 <br />103 INLET PROTECTION EA 49.0 2.00 $ 80.00 $ 160.00 <br />104 SODDING TYPE SALT RESISTANT SY 15,000.0 15,000.00 $ 1.80 $ 27,000.00 <br />105 EROSION CONTROL BLANKET SY 6,660.0 5,730.00 $ 1.05 $ 6,016.50 <br />106 SEEDING (INCL. SEED MIX 508 OR 60B, FERTILIZER, MULCH & DISC <br />ANCHORING)* ACRE 1.6 1.23 $ 790.00 $ 971.70 <br />SUBTOTAL ESTIMATE NO. 7R $ 1,188,252.70 <br />CHANGE ORDER NO. 1 <br />1 ADJUSTMENT OF COMMON EXCAVATION UNIT PRICE TO REFLECT <br />A REDUCTION OF ONE -FOOT OF SELECT GRANULAR BORROW FILL <br />MATERIAL. CY 13,155.0 13,155.00 $ 10.51 $ 138,259.05 <br />2 ADD HIGH EARLY STRENGTH CONCRETE CURB AND GUTTER TO <br />FACILITATE LATE SEASON CONSTRUCTION. ADD B618 CONCRETE <br />C &G LF 4,169.0 4,169.00 $ 0.60 $ 2,501.40 <br />3 ADD NATIVE PLANTINGS AND SEEDING (GRASSES /FORBS/ <br />WILDFLOWERS) AROUND THE STORM PONDS PER RICE CREEEK <br />WATERSHED DISTRICT REQUIREMENT. (SEEDING REDUCED BY 1 <br />ACRE) ACRE 1.0 1.00 $ 1,182.02 $ 1,182.02 <br />4 ADD STORMWATER QUALITY POND AT SECOND AVENUE AND LAKE <br />DRIVE PER RICE CREEK WATERSHED DISTRICT REQUIREMENT. <br />MOBILIZATION LS 1.0 1.0 $ 1,800.00 $ 1,800.00 <br />CLEARING EA 40.0 40.0 $ 125.00 $ 5,000.00 <br />GRUBBING EA 40.0 40.0 $ 50.00 $ 2,000.00 <br />POND EXCAVATION CY 1,010.0 1,010.0 $ 11.00 $ 11,110.00 <br />RANDOM RIP RAP CLASS I11 CY 9.0 9.0 $ 60.00 $ 540.00 <br />-77- <br />* INDICATES CHANGES MADE IN ACCORDANCE WITH Cr„-.rvv= ORDER NO. 1 <br />Page 2 <br />