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PARTIAL PAY ESTIMATE#8 <br />FROM: May 1,2015 <br />TO:May 22,2015 <br />CONTRACTOR:MEYER CONTRACTING <br />ADDRESS: 11000 93RD AVENUE N,MAPLE GROVE,MN 55369 <br />OWNER:CITY OF ARDEN HILLS <br />PROJECT: ROUND LAKE ROAD IMPROVEMENTS PROJECT <br />SUBSTANTIAL COMPLETION DATE AMOUNT OF CONTRACT <br />ORIGINAL:November 14,2014 ORIGINAL: $ 1,766,605.41 <br />REVISED:REVISED: $ 1,821,782.31 <br />TIEM '.;:; ... .. .....URIGINAL'GON'F <br />Y1... <br />TkBS R@RIOD : <br />OTAi PRICNQ: THiA1!'. :i'i I :F)ESCRIPIIO@I'';::!::i:i:iEEiiii i;ii <br />SCHEDULE 1.0-STREET <br />1 1 2021.501 MOBILIZATION LS 1.00 78000.00 0.00 0.00 1.00 78000.00 <br />2 1 2101.502 CLEARING TREE44.00 130.00 0.00 0.00 46.00 5,980.00 <br />3 2101.507 GRUBBING TREE 44.00 179.00 0.00 0.00 46.00 8234.00 <br />4 2104.501 REMOVE SEWER PIPE STORM LF 620.00 15.00 0.00 0.00 771.00 11,565.00 <br />5 2104.501 REMOVE CONCRETE CURB AND GUTTER LF 1 650.00 3.20 100.00 320.00 1,792.00 5,734.40 <br />6 2104.501 REMOVE FENCE LF 2,600.00 2.80 0.00 0.00 2,510.00 7,028.00 <br />7 2104.503 REMOVE RETAINING WALL SF 1,000.00 2.40 0.00 0.00 602.00 1,444.80 <br />8 1 2104.503 REMOVE RIP RAP SF 1.650.00 1.10 0.00 0.00 982.00 1.080.201 <br />9 2104.505 REMOVE CONCRETE PAVEMENT SY 1,520.00 3.90 0.00 0.00 348.00 1,357.20 <br />10 2104.505 REMOVE BITUMINOUS PAVEMENT SY 11 000.00 3.20 0.00 0.00 11 560.00 36,992.00 <br />11 2104.509 REMOVE DRAINAGE STRUCTURE EACH 2.00 325.50 0.00 0.00 3.D0 976.50 <br />12 2104.509 REMOVE SIGN EACH 14.00 35.001 0.00 0.00 8.00 280.00 <br />13 2104.511 SAW CUT CONCRETE FULL DEPTH LF 45.00 6.00 45.00 270.00 45.00 270.00 <br />14 2104.513 SAW CUT BITUMINOUS FULL DEPTH LF 300.00 2.10 300.00 630.00 300.00 630.00 <br />15 2105.501 COMMON EXCAVATION P CY 10225.45 10.90 0.00 0.00 10225.45 111457.41 <br />16 2105.522 SELECT GRANULAR BORROW C CY 9,170.00 17.00 0.00 0.00 9,071.00 154,207.00 <br />17 2105.541 SALVAGE TOPSOIL E CY 2,500.00 11.75 500.00 5.875.00 2.5X00 29,375.00 <br />18 2105.604 GEOTEXTILE FABRIC TYPE V BY 16 100.00 1.30 0.00 0.D0 16 635.00 21,625.50 <br />19 2511.607 CALCIUM CHLORIDE SOLUTION GAL 1,000.00 1.90 0.00 0.00 0.00 0.00 <br />20 2211.501 AGGRGATE BASE CLASS 7 TON 10 400.00 9.50 0.00 0.00 9,754.80 92,670.60 <br />21 2211.501 AGGREGATE BASE CLASS 7 TRAIL TON 1,500.00 18.00 0.00 0.00 1 684.00 30,312.00 <br />22 2504.602 MILL BITUMINOUS PAVEMENT SY 7.900.00 1.90 7,855.00 14,924.5 7,855.00 14,924.50 <br />23 2350.501 TYPE SP 12.5 WEARING COURSE MIXTURE TON 2.650.00 56.65 0.00 0.00 0.00 0.00 <br />24 2350.501 TYPE SP 9.5 WEARING COURSE MIXTURE TRAIL TON 290.00 82.40 311.76 25,689.02 311.76 25,689.02 <br />25 1 2350.501 TYPE SP 12.5 NONWEARING COURSE MIXTURE TON 3,400.00 56.30 3,367.88 189,611.64 4,798.07 270,131.34 <br />26 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GAL 12 620.00 0.01 225.00 2.25 225.00 2.25 <br />27 2502.541 4-INCH PERF TP PIPE DRAIN W/SOCK LF 5,200.00 3.30 0.00 0.00 6,338.00 20,915.40 <br />28 2504.602 ADJUST VALVE EACH 4.00 318.50 4.00 1 274.00 4.00 1,274.00 <br />29 2506.522 ADJUST FRAME RING AND CASTING EACH 5.00 334.00 5.00 1,670.00 5.00 1,670.00 <br />30 2521.511 6"CONCRETE WALK SF 1,925.00 5.90 2,154.00 12,708.60 2.154.00 12,708.60 <br />31 2531.501 CONCRETE CURB 8 GUTTER 8618 LF 6,135400 9.00 6,278.00 56,502.00 6,278.00 56,502.00 <br />32 2531.503 CONCRETE MEDIAN NOSE SY 1 10.00 54.50 15.00 817.50 15.00 817.50 <br />33 2531.604 T'CONCRETE VALLEY GUTTER SY 95.00 48.50 95.00 4,607.50 95.00 S4,607.501 <br />34 2531.618 TRUNCATED DOMES SF 36.00 30.25 72.00 2.178.00 72.00 2,178.00 <br />35 2557.501 WIRE FENCE DESIGN 48-9322 LF 2600.00 11.75 450.00 5287.50 450.00 5287.50 <br />36 1 2563.601 TRAFFIC CONTROL LS 1.00 3,400.00 0.20 680.00 0.95 3,230.00 <br />37 2564.531 F 8 I SIGN PANEL SF 136.00 25.00 131.50 3,287.50 136.00 3,400.00 <br />38 2564.602 F 8 I SIGN POST EACH 17.00 75.00 15.00 1,125.00 17.00 1,275.00 <br />39 2573.502 SILT FENCE TYPE MACHINE SLICED LF 6,435.00 1.50_L_ 0.00 0.00 6,D02.00 9,003.00 <br />40 2573.52 SEDIMENT REMOVAL BACKHOE HR 40.00 199.00 0.00 0.00 2.00 398.00 <br />41 1 2573.53 INLET PROTECTION WIMCO EACH 21.00 328.00 19.00 6,194.00 31.00 10106.00