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CITY OF NEW BRIGHTON CONTRACTOR: RON KASSA CONSTRUCTION,INC. <br /> ENGINEERING DEPARTMENT 6005 250TH ST E <br /> ELKO,MN 55020 <br /> PHONE;(952)461-3715 <br /> PROJECT 10-10,OLD HIGHWAY 8 NW SIDEWALK&TRAIL FAX:(952)461-3716 <br /> PARTIAL PAYMENT 1&CHANGE ORDER 1 <br /> DATE:June 21,2012 <br /> FUND 422-41010-6751 <br /> PROJECT TOTAL PAYMENT <br /> NO ITEM DESCRIPTION UNIT UNIT PRICE <br /> NUMBER ESTIMATED Quantity this Total Quanuty to Total Payment <br /> QUANTITY ESTIMATED COST Payment Date Amount <br /> 1 2021 501 MOBILIZATION LUMP SUM 52 000 00 1 52,000.00 1 1 52.000.00 <br /> 2 2101 502 CLEARING EACH 5120 00 6 5720 00 5 6 5720,00 <br /> 3 2101.507 GRUBBING EACH $120 00 8 5720 00 I 50.00 <br /> 4 2104 501 REMOVE CONCRETE CURB AND GUTTER(B618) UN FT $4 50 561 $2,524 50 254 254 St 143.00 <br /> 5 2104.505 REMOVE CONCRETE DRIVEWAY PAVEMENT SO.YD. _S15 00 69 $1,035 00 12 12 5180.00 <br /> 6 2104 505 REMOVE BITUMINOUS SURFACING(P) SO YD. 515 D0 137 S2,055.00 50.00 <br /> 7 2105 501 COMMON EXCAVATION IP) CU,YD 51000 935 59.350.00 935 935 $9.350 00 <br /> 8 2105 522 SELECT GRANULAR.BORROW(CV) CU.YD. 516.50 139 $2.293 50 $0.00 <br /> 9 2211 501 AGGREGATE BASE PLACED.CLASS 7 NM)PROVIDED BY CITY TON 510.00 608 5 060 00 808 608 56.050.00 <br /> 10 2232 501 MILL BITUMINOUS SURFACE(2.0")(P) SQ YD $9 00 241 52,169.00 241 241 52 169.00 <br /> 11 2357 502 BITUMINOUS MATERIAL FOR TACK COAT _GAL. 515.00 15 $225 00 $0.00 <br /> 12 2360 501 TYPE SP 12 5 WEARING COURSE MIXTURE SPWEB240C TON 597 00 247 323.'359 00 19042 190.42 518 470.74 <br /> 13 2411 618 MODULAR BLOCK RETAINING WALL SQ FT 540.00 370 $14 80000 50 00 <br /> 14 _ 2504 601 REMOVE AND INSTALL IRRIGATION EQUIPMENT UNITS 510.000 00 1 510,000 00 0 2 0 2 52 000 00 <br /> 15 2505.602 RECONSTRUCT DRAINAGE STRUCTURE(BAFFLE WEIR) EACH S4 000.00 1 54 000 00 $0.00 <br /> 16 2506 602 RECONSTRUCT DRAINAGE STRUCTURE(OUTLET STRUCTUREI EACH $1 000 00 I 51.000.00 50.00 <br /> 17 2506 602 CLEAN OUT CATCH BASIN EACH 5500 00 2 $1,000 00 SO 00 <br /> 18 2511 607 RANDOM RIP RAP CLASS at C.Y 580 00 10 $800 00 SO 00 <br /> 19 2521 501 4"CONCRETE WALK SO.FT 53 40 10,973 537,308 20 I $0 00 <br /> 20 2531-501 CONCRETE CURB&GUTTER DESIGN 13618(SPOT REPAIR) UN.FT 51500 561 $8 415 00 254 254 $3.810 00 <br /> 21 2531 507 8-CONCRETE DRIVEWAY PAVEMENT S Y 5.35 00 137 5 4,795.00 12 12 5420 00 <br /> 22 _2531.602 PEDESTRIAN CURB RAMP EACH $450.00 6 52.700 00 50 00 <br /> 23 2531 618 TRUNCATED DOMES SQ.FT $30 00 88 52.640 00 50,00 <br /> 24 2557 603 FURNISH AND INSTALL 4'VINYL COATED CHAIN LINK FENCE LF 524.00 90 52.160 00 50 00 <br /> 25 2563.601 TRAFFIC CONTROL LUMP SUM 51,400 00 1 51 400 00 0.5 0 5 5700 00 <br /> 26 2564 602 RELOCATE SIGN PANEL AND POST EACH 5150.00 6 5900.00 $0.00 <br /> 27 2571 502 DECIDUOUS TREE,2°CAL 8&6 TREE 5320.00 12 53.840 00 50 00 <br /> 28 2573.502 SILT FENCE,TYPE MACHINE SLICED LW FT Si 50 947 $1,420 50 995 995 $1,492.50 <br /> 29 2573.530 STORM DRAIN INLET PROTECTION EACH 5100.00 9 5900.00 7 7 5700.00 <br /> 30 2573.601 EROSION CONTROL SUPERVISOR LS 55.000.00 1 S5,000.00 0 5 0 5 52.500 00 <br /> 31 2575.505 SODDING(LAWN TYPE)WI 4"TOPSOIL S.Y 57 50 503 53.772 50 1230 1230 $9.225 00 <br /> 32 2575.523 EROSION CONTROL BLANKET.CATEGORY 3.WITH MNDOT MIX 260 S Y 53.00 889 52.667 00 200 200 5600 00 <br /> 33 2575,604 HYDROSEEDING AND MULCH WITH MNDOT MIX NO.260 S Y 52 75 2.206 56.066.50 75 75 5206 25 <br /> TOTAL CONSTRUCTION COST 5168.715 70 ORIGINAL WORK TO DATE: S61,766.49 <br /> PROJECT TOTAL PAYMENT <br /> NO ITEM DESCRIPTION UNIT UNIT PRICE <br /> NUMBER ESTIMATED Quantity this Total Quantity to Total Payment <br /> QUANTITY ESTIMATED COST Payment Date Amount <br /> CHANGE ORDER X1 <br /> 34 2021,501 MOBILIZATION LUMP SUM $2,500.00 1 52.500.00 I 1 52,500.00 <br /> 35 2101.502 CLEARING EACH 539000 5 51,950.00 5 5 51.95000 <br /> 36 2101 507 GRUBBING EACH $12000 5 560000 5 5 5600,00 <br /> 37 2105.501 COMMON EXCAVATION(EV) _ _ CU YD 510.00 70 5760.00 77 70 5700 00 <br /> 38 2411 618 MODULAR BLOCK RETAINING WALL _ SO FT S4000 -370 ($14.800.00) $0.00 <br /> 39 2451.509 AGGREGATE BEDDING(LV) CY 542.00 18 $756 00 22 2 $924 00 <br /> 40 2503 541 36"SPAN RC PIPE-ARCH SEWER L F 5150 D0 48 57,200,00 46 1-E 57.200 00 <br /> 41 2511.607 RANDOM RIP RAP CLASS III _ Cl'. $80.00 10 $800 00 50.00 <br /> 42 2557.603 FURNISH AND INSTALL 4'VINYL COATED CHAIN LINK FENCE LF $24.00 -90 (52,160.00) 50 00 <br /> 43 2571 502 DECIDUOUS TREE,2 CAL.B&B TREE 5320.00 6 51.920.00 _ I 5900 <br /> 44 2575.523 EROSION CONTROL BLANKET_CATEGORY 3.WITH MNDOT MIX 260 S Y 53.00 300 $900.00 S0 00 <br /> 5366.00 S13.874.00 <br /> C.O.91 ADDITIONS $17,326.00 <br /> C.O.#1 DEDUCTIONS (516,960. <br /> TOTAL OF CHANGE ORDER 5366.00 C.O.WORK TO DATE $ 13,874 00 <br /> ORIGINAL WORK TO DATE $ 61,766 49 <br /> TOTAL WORK TO DATE $ 76,640.45 <br /> Less Retainage 5% $ 3,782.02 <br /> Sub-total $ 71,858 47 <br /> Less Previous Payments $ - <br /> Total of Partial Payment 1 $ 71,858.47 <br />