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4.3. SR 09-18-2017 EGty1� ,.,�� Request for Action River To Item Number Mayor and City Council 4.3 Agenda Section Meeting Date Prepared by Consent September 18, 2017 Justin Femrite P.E., City Engineer Item Description Reviewed by Pay Estimates Lori Ziemer, Finance Director Reviewed by Cal Portner, City Administrator Action Requested Approve,by motion, the pay estimates detailed below. Background/Discussion The following pay estimates have been reviewed and found to be accurate and in accordance with the approved contracts. Financial Impact PROJECT PAY EST. # CONTRACTOR AMOUNT 2017 Street Improvements 5 North Valley,Inc. $671,997.85 2017 Trail Improvements 1 North Valley,Inc. $43,678.97 Attachments ■ Pay Estimates The Elk River Vision A PehoMing community 2a itb revolutionary and spirited resourcefulness, exceptional POWERED By service, and community engagement that encourages and inspires prosperity INAWRE1 z w M O w O a W z w 49 N O O m C v u = va N � o 9 ° v o V 0 3 0 G Q d' of 2°>'c3ac a .Qp ._.r N r c u°G"pO3 0 ^ � 0 0 .L Y vl y N 9 C N .L. (V „toy p O Q Q u F UM y N n O hl O N O � F O U O ;sl C W O w O a W z w 49 N O O m C v u = va N o 9 ° v V O T O C G Cp p p"s s K F of 2°>'c3ac a .Qp ._.r c u°G"pO3 L 0 0 .L Y vl y N 9 C .L. o aC"voaE^S „toy p O Q Q u F UM PAY ESTIMATE #5 CITY OF ELK RIVER 2017 Street Improvements BID SCHEDULE "A" - SA.P. 204113916 - MONO PARKWAY ITEM NO. REM DESCRIPTION ESTIMATED QUANTITY UNIT CONTRACT UNITPRICE CONTRACT AMOUNT USED TO DATE EXTENSION 1 MOBILIZATION 0.13 LUMPSUM $80.250.71 10432.60 0.13 10432.60 2 CLEARING 1 TREE $1564.]2 S 1564.72 3 4696.16 3 GRUBBING 1 TREE $586.78 $ 586.78 3 $ 1760.36 4 REMOVE CURB AND GUTTER 4730 LIN FT $3.23 $ 15 ]7.90 4,818 $ 15562.14 5 REMOVE CONCRETE PAVEMENT 990 SOFT 52.61 2583.90 1,168 3048.48 6 REMOVE CONCRETE WALK 750 SOFT U.09 1567.50 947 S 1979.23 ] SAWING CONCRETE PAVEMENT FULL DEPTH 90 1 LIN FT S3,161 S 284.0 SO S 284.40 8 SAWING BITUMINOUS PAVEMENT FULL DEPTH 103 LIN FT $1.98 s 203.94 103 203.94 9 SALVAGE CHAIN LINK FENCE W LIN FT $16.05 $ 802.50 70 $ 1123.50 10 SALVAGE SIGN SUPPORT 3 EACH $26.75 80.25 2 $ 53.50 11 SALVAGE CASTI NO 13 EACH $110.48 $ 1438.24 13 $ 1438.24 12 SUBGRADE EXCAVATION EV 160 CUYD $11.73 $ 1876.80 211 $ 2475.03 13 WATER 100 MGAL $27.82 $ 2782.00 $ 14 FULL DEPTH RECLAMATION 17388 SOYD $1.35 $ 234]3.80 17388 $ 23473.80 15 HAUL FULL DEPTH RECLAMATION LV 2801 CU YD $7.14 $ 19999.14 2,801 $ 19999.14 16 HAUL FULL DEPTH RECLAMATION LV 416 CUYD $7.14 $ 2970.24 344 2456.16 17 MILL BITUMINOUS SURFACE 19 SOYD 526]5 508.25 19 $ 508.25 18 BITUMINOUS MATERIAL FOR TACK COAT 807 GALLON $2.51 $ 2025.57 700 1757.00 19 TYPE SP 9.5 WEARING COURSE MIXTURE 2B 513 TON $50.08 $ 25680.78 468 $ 23428.08 20 TYPE SP 12.5 WEARING COURSE MIXTURE 3C 1,756 TON $47.02 82567.12 1822.62 85699.59 21 TYPE SP 12.5 NON WEARING COURSE MIXTURE 3B 2,194 TON 541.31 S 90634.14 2106.48 87018.69 22 15- RC PIPE SEWER DESIGN 3006 CLASS V 103 LIN FT S53.03 S 5462.09 94 s 4984.82 23 CONNECT TO EXISTING STORM SEWER 8 EACH $1988.64 $ 15909.12 6 15909.12 24 ADJUST VALVE BOX 5 EACH $303.82 $ 1,519.10 6 1,822.92 25 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL 6 LIN FT 441.92 $ 2651.52 10 4419.20 26 CONSTRUCT DRAINAGE STRUCTURE DESIGN 48 -4020 38 LIN FT $419.82 S 15911.18 44S 18472.08 27 CASTING ASSEMBLY 10 EACH $524.78 $ 5247.80 11 5772.58 28 ADJUST FRAME AND RING CASTING 17 EACH $740.22 12683.74 23 17025.06 29 SEAL CATCH BASIN 13 EACH $155.15 $ 2016.95 24 3723.60 SO 4' CONCRETE WALK 380 SO FT $6.37 2.420.60 515 $ 3.280.55 31 6' CONCRETE WALK 705 SOFT 7.44 S 524520 536 3987.84 32 CONCRETE CURB AND GUTTER DESIGN B618 4.730 LIN FT $12.79 $ 60495.70 4,818 61622.22 33 W CONCRETE DRIVEWAY PAVEMENT 177 SO YD $57.78 $ 10227.06 142.5 8233.65 34 TRUNCATED DOMES 100 SOFT $48.15 $ 4815.00 75 3611.25 35 INSTALL SALVAGED FENCE 50 LIN FT 26.75 $ 1337.60 70 1872.50 36 TRAFFIC CONTROL 0.13 LUMPSUM $79.859.23 $ 10381.70 0.13 $ 10381.70 37 INSTALL SIGN SUPPORT 3 EACH $80,25 $ 240.75 2 6 160.50 38 STABILIZED CONSTRUCTION EXIT 0.13 LUMPSUM $5.200.231 $ 676.03 39 FERTILIZER TYPE I 228 POUND $1.02 232.56 228 S 232.56 40 COMMON TOP SOIL 80RROW LV 270 CU YD $32.12 8672.40 249 $ 7987.88 41 SEEDING 1.25 ACRE $374.50 468.13 1.25 468.13 42 SEED MIXTURE 2&131 126 POUND $3.20 403.20 126 403.20 43 HYDRAULIC NATURAL TACKIFIER 2760 SO YD $0.75 2070.00 2,760 2070.00 44 EROSION CONTROL 0.13 LUMPSUM $3,210.00 417.30 0.13 417.30 45 PAVEMENT MESSAGE EPDXY 30 SO FT $5.n 171.90 30 $ 171.90 46 a SOLID LINE EPDXY 5.536 LIN FT0.31 1715.85 5386 $ 1672.76 47 24 -SOLID LINE EPDXY 42 LIN FT 6.88 288.96 40 275.20 48 a DOUBLE SOLID LINE EPDXY 345 LIN FT 0.62 s 213.90 345 213.90 69 CROSSWALK EPDXY I SOFT $3.67 1585.44 1 432 1585.44 Toul Bid Schedule "A" E 460.720.25 S 168.182.13 SAMunIc0aVkeNnverIER303\PAY ESTIMATESIER303 PE PE -1 PAY ESTIMATE #5 CITY OF ELK RIVER 2017 Street Improvements BID SCHEDULE 'B' - S.A.P. 204129-001- JOPLIN STREET REM NO. ITEM DESCRIPTION ESTIMATED QUANTITY UNIT CONTRACT UNIT PRICE CONTRACT AMOUNT USED TO DATE EXTENSION 1 MOBILIZATION 0.17 LUMP SUM $80250.80 12037.62 0.17 13642.64 2 REMOVE CURB AND GUTTER 5215 LIN FT $323 $ 16844.45 5202 18802.46 3 REMOVE CONCRETE PAVEMENT 505 SOFT $2.61 1318.05 793 2069.73 4 REMOVE CONCRETE WALK 2927 SOFT $2.09 6117.43 4,595 9603.55 5 REMOVE BITUMINOUS PAVEMENT 36 SO YD $26.75 963.00 137 3664.75 6 SAWING CONCRETE PAVEMENT FULL DEPTH 58 LIN FT $3.16 $ 183.28 58 $ 183.28 ] SAWING BITUMINOUS PAVEMENT FULL DEPTH 311 1 LIN FT $1.981s 615.78 317 $ 615.78 8 SALVAGE SIGN SUPPORT 12 EACH S26.75 321.00 18 481.50 9 SALVAGE CASTING 9 EACH $110.48 $ 994.32 12 1325.76 10 SUBGRADE EXCAVATION EV 870 CU YD $19.56 $ 17017.20 1,105 21613.80 11 WATER 150 MGAL 27.82 41]3.00 12 FULL DEPTH RECLAMATION 18008 SQ YD $1.39 $ 25031.12 10008 $ 25031.12 13 HAUL FULL DEPTH RECLAMATION LV 4121 CUYD $6.49 $ 28745.29 4,121 $ 26745.29 14 HAUL FULL DEPTH RECLAMATION LV 2608 CU YD $6.49 16 925.92 2.608 16925.92 15 MILL BITUMINOUS SURFACE (2-) 64 SQYD $9.63 $ 616.32 64 616.32 18 IMILL BITUMINOUS SURFACE (2.5') 45 SO YD $9.63 $ 433.35 45 433.35 17 BITUMINOUS MATERIAL FOR TACK COAT 829 GALLON $2.51 $ 2080.79 610 $ 1531.10 18 TYPE SP 9.5 WEARING COURSE MIXTURE 2B 465 TON 1 $49.85 S 23180.25 436.88 S 21778.47 19 TYPE SP 12.5 WEARING COURSE MIXTURE 3C 2051 TON $48.04 $ 94428.04 2181.55 $ 93517.76 20 TYPE SP 12.5 NON WEARI NO COURSE MIXTURE 3B 2,250 TON $40.n 91620.00 2320.24 94480.17 21 TYPE SP 12.5 BITUMINOUS MIXTURE FOR PATCHING 10 TON $197.95a 1979.50 16.96 3357.23 22 ADJUST VALVE BOX 6 EACH $513.54 $ 3081.24 8 3081.24 23 INSTALL CASTING 12 EACH $110.48 $ 1325.76 12 $ 1325.76 24 ADJUST FRAME AND RING CASTING 5 EACH $740.22 It 3701.10 B It 5921.76 25 SEAL CATCH BASIN 12 EACH $155.15 $ 1861.80 12 $ 1881.80 26 4'CONCRETEWALK 1752 SOFT $6.37 11160.24 2,201 14020.37 27 8'CONCRETEWALK 1.175 SOFT $7.44 0742.00 2.379 S 17699.76 28 CONCRETE CURB AND GUTTER DESIGN 8618 5.215 LIN FT $12.79 $ 68699.85 5,177 S 66213.63 29 T CONCRETE DRIVEWAY PAVEMENT 58 $0 YD $77.04 4468.32 103.7 S 7989.05 30 TRUNCATEDDOMES 220.0 SOFT $48.15 10593.00 292 a 14059.80 31 TRAFFIC CONTROL 0.15 LUMPSUM $79859.20 11978.88 0.15 $ 11978.88 32 INSTALL SIGN SUPPORT 9 EACH $8025 $ 722.25 18 $ 1444.W W ADJUST HANDHOLE 2 EACH $428.00 856.00 1 s 428.00 34 RIGID PVC LOOP DETECTOR 61£' 4 EACH $909.51 $ 3638.04 1 909.51 35 ISTORM DRAIN INLET PROTECTION 13 EACH $90.95 1182.35 13 1182.35 36 STABILIZED CONSTRUCTION EXIT 0.15 LUMP SUM S5.200.27 780.04 0.0 37 FERTILIZER TYPE I 3D0 POUND $1.02 $ 306.00 300 306.00 38 COMMON TOPSOIL BORROW LV 330 CU YD $34.25 11 302.50 351 12124.50 39 SEEDING 1 ACRE $374.51 It 374.51 1 $ 374.51 40 SEED MIXTURE 25131 165 POUND $320 $ 528.00 165 $ 528.00 41 HYDRAULIC NATURAL TACKIFIER 3630 SQ YD $0.75 $ 2722.50 3,630 $ 2722.50 42 EROSION CONTROL 0.15 LUMPSUM $3210.07 $ 481.51 0.15 Is 481.51 43 PAVEMENT MESSAGE EPDXY 99 SO FT $5.73 $ 58].2] 99 $ 567.27 44 4' SOLID LINE EPDXY 770 LIN FT $0.31 238.70 770 238.70 45 24' SOLID LINE EPDXY 118 LIN FT $6.88 S 811.84 156 1073.28 46 4' BROKEN LINE EPDXY 980 LIN FT .31 29].80 880 $ 272.80 47 4' DOUBLE SOLID LINE EPDXY 2210 LIN FT .62 1 370.20 2 183 1 353.46 48 CROSSWALK EPDXY 1872 SOFT $3.67 $ 8870.24 1602 S 5879.34 Tobl Bl6 Sche0ele "B" $ 500.28].45 $ 534.458.46 S:%MunlclPehAeRnveAER3031PAY ESTIMATES%ER303 PE PE - 2 PAY ESTIMATE #5 CITY OF ELK RIVER 2017 Street Improvements BID SCHEDULE "C"- SA.P. 204-1314103. BUSINESS CENTER DRIVE ITEM NO. REM DESCRIPTION ESTIMATED QUANTITY UNIT CONTRACT UNIT PRICE CONTRACT AMOUNT USED TO DATE EXTENSION 1 MOBILIZATION 0.17 LUMPSUM $80,250.82 $ 13642.64 0.17 13642.64 2 REMOVE CURB AND GUTTER 3490 LIN FT $3.23 11272.70 3579 $ 11560.17 3 REMOVE CONCRETE PAVEMENT 1016 SOFT $2.61 2651.76 1,318 3439.98 4 REMOVE CONCRETE WALK 2 468 SO FT $2.09 5158.12 951 8,257.59 5 SAWING CONCRETE PAVEMENT FULL DEPTH m LIN FT $3.16 $ 265.44 m $ 265.44 6 SAWING BITUMINOUS PAVEMENT FULL DEPTH 125 LIN FT $1.98 $ 247.50 125 $ 247.50 ] ISALVAGE SIGN SUPPORT 5 1 EACH $37.451 $ 187.25 14 Is 524.30 8 SALVAGE CASTING 15 EACH 107.00 $ 1 805.00 16 $ 1,712.W 9 SUBGRADE EXCAVATION EV 2,167 cum $18.54 40176.18 3,673 68097.42 10 WATER 19) MGAL 27.82 $ 41]3.00 $ 11 FULL DEPTH RECLAMATION 21,725 SO YD $1.21 26287.25 21,725 26287.25 12 HAUL FULL DEPTH RECLAMATION (LVI 7409 CU YD $6.26 S 46380.34 7479 $ 48818.54 13 HAUL FULL DEPTH RECLAMATION LV 7024 CU YD $6.25 $ 43900.00 7,278 $ 45487.9) 14 MILL BITUMINOUS SURFACE (2-1 SOYD $9.63 423.]2 44 S 423.72 15 BITUMINOUS MATERIAL FOR TACK COAT 1,200 GALLON $2.51 $ 3012.00 1025 $ 2572.75 16 TYPE SP 12.5 WEARING COURSE MIXTURE (3,C) 2,613 TON $45.99 $ 120171.87 2 fi51.43 $ 121939.27 17 TYPE SP 12.5 NON WEARING COURSE MIXTURE 3B 264 TON S41.24 134607.36 3095.55 S 127660.48 18 ADJUST VALVE BOX 15 EACH 513.54 E 7703.10 16 5 8216.64 19 INSTALLCASTING 15 EACH $324.48 $ 4867.20 28 $ 9085.44 20 ADJUST FRAME AND RING CASTING 11 EACH $740.22 8142.42 14 10363.08 21 SEAL CATCH BASIN 15 EACH $155.15 $ 2327.25 16 $ 2482.40 22 eCONCRETE WALK 2238 SOFT $8.37 $ 14256.06 3,195 $ 20352.15 23 6' CONCRETE WALK 230 SOFT 87.44 $ 171110 756 5624.64 24 CONCRETE CURB AND GUTTER DESIGN 8618 3490 LIN FT $12.79 $ 44637.10 369) $ "6159.11 25 Ir CONCRETE DRIVEWAY PAVEMENT 114 BOYD $77.04 $ 8]82.56 19) $ 11556.00 W 8" CONCRETE DRIVEWAY PAVEMENT 40 SO YD $57.78 S 2311.20 U) 577.60 27 TRUNCATED DOMES 56 SOFT WAS 2696.40 34 1637.10 28 TRAFFIC CONTROL 0.17 LUMPSUM $79859.1B $ 13578.06 0.17 $ 13576.06 29 INSTALL SIGN SUPPORT 5 EACH $80.25 401.25 14 1123.50 W STORM DRAIN INLET PROTECTION 17 EACH $90.95 $ 1 546.15 36 $ 274.20 31 STABILIZED CONSTRUCTION ENTRANCE 0.17 LUMPSUM 5 .29 884.05 0 S 32 FERTILIZER TYPE I 72 POUND $1.02S 73.4 72 S 73.44 W COMMON TOPSOIL BORROW LV 19) CUYD $34.25 $ 4462.50 163 $ 5582.75 34 iSEEDING 0.25 ACRE $374.48 $ 93.62 0.25 $ 93.62 35 SEED MIXTURE 25131 40 POUND 320 128.00 40 128.00 W HYDRAULIC NATURAL TACKIFIER 871 SO YO $0.75 $ 653.25 871 $ 653.25 37 EROSION CONTROL 0.17 LUMPSUM $3210.00 $ 50.5.70 0.17 $ 545.70 38 PAVEMENT MESSAGE EPDXY 192 SOFT $5. TJ 1100.16 192 110D.16 W 4 SOLID LINE EPDXY 5,912 LIN FT $0.31 $ 1832.72 6150 $ 1906.50 40 24' SOLID LINE EPDXY 82 LIN FT $6.88 $ 564.16 76 $ 522.88 41 4 BROKEN LINE EPDXY 649 LIN FT $0.31 $ 201.19 560 E 1]3.60 42 4 DOUBLE SOLID LINE EPDXY 31]0 LIN FT 50.62 $ 1965.0 4203 $ 2605.88 43 CROSSWALK EPDXY 537 SOFT $3.67 19]0.79 1 612 IS 2246.4 Toth Bid Schedule "C" E 681.585.68 $ 628.598.47 SAMunicVaMelW"AERMGkPAY ESTIMATES1ER303 PE PE - 3 PAY ESTIMATE #5 CITY OF ELK RIVER 2017 Street Improvements BID SCHEDULE M'- SAY. 20414"01 -193RD AVENUE ITEM NO. REM DESCRIPTION ESTIMATED QUANTITY UNIT CONTRACT UNIT PRICE CONTRACT AMOUNT USED TO DATE EXTENSION 1 MOBILIZATION 0.05 LUMPSUM $B0,253.80 $ 4012.54 0.05 S 4012.54 2 REMOVE CURB AND GUTTER 16 LIN FT $21.,10 342.40 16 $ 342.40 3 REMOVE SEWER PIPE STORM 133 LIN FT $11.05 1469.65 133 $ 1469.65 4 REMOVE CONCRETE PAVEMENT 102 SO FT $2.61 $ 266.22 102 $ 268.22 5 REMOVE BITUMINOUS PAVEMENT 450 SO YD $3.69 1660.50 355.5 1311.80 6 REMOVE MANHOLES OR CATCH BASINS 3 EACH $441.92 1325.76 3 $ 1325.76 ] ISAWING CONCRETE PAVEMENT FULL DEPTH 17 1 LIN FT $3.161 $ 53.72 17 $ 53.72 B SAWING BITUMINOUS PAVEMENT FULL DEPTH 298 LIN FT $1.98 $ 590.04 298 $ 590.04 9 SALVAGE MAILBOX SUPPORT 14 EACH $37.45S 524.30 14 524.30 10 SUBGRADE EXCAVATION EV 676 CUYD $12.53 8470.28 316 $ 3959.48 11 WATER 70 MGAL $27.82 $ 194].40 12 FULL DEPTH RECLAMATION 6007 SO YD $1.33 7989.31 6007 7989.31 13 HAUL FULL DEPTH RECLAMATION LV 1736 CUYD $6.18 10]28.48 1,660 10258.80 14 HAUL FULL DEPTH RECLAMATION LV 17M CU YD $6.18 $ 10.]2&,18 1.7W $ 10691.40 15 MILLSITUMINOUS SURFACE 1.17 24 SO YD $26.75 $ 642.00 $ 16 BITUMINOUS MATERIAL FOR TACK COAT 350 GALLON 52.51 $ 878.50 70 $ 1]5.]0 17 ITYPE SP 9.5 WEARING COURSE MIXTURE 2C 529 TON $47.87 S 25323.23 $ 18 TYPE SP 12.5 NON WEARI NG COURSE MIXTURE 28 882 TON $4023 $ 35482.86 908.2 36536.89 19 TYPE SP 12.5 WEARING COURSE MIXTURE 2B 2,5` THICK 323 SO YD $11.74 3792.02 340.7 3999.82 20 IS -RC PIPE APRON 1 EACH $828.60 828.60 1 $ 828.60 21 1T RC PIPE SEWER DESIGN 3006 CLASS V 6 LIN FT $52.48 314.88 6 314.88 22 15' RC PIPE SEWER DESIGN 30M CLASS V 91 LIN FT S53,03 S 4825.73 91 $ 4.825.73 23 ADJUST VALVE BOX 2 EACH $303.82 $ 607.64 $ 24 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL 3 LIN FT $441.92 $ 1325.76 3 $ 1325.76 25 CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4020 15 LIN FT $524.78 7661.79 14.6 7661.79 26 CASTING ASSEMBLY 4 EACH $524]8 2099.12 4 $ 2099.12 27 ADJUST FRAME AND RING CASTING 2 EACH $110.48 $ 220.96 28 SEAL CATCH BASIN 4 EACH $155.15 $ 620.60 4 $ 620.60 29 CONCRETE CURB AND GUTTER DESIGN M12 3,511 LIN FT $11.72 $ 41148.92 3,620 $ 41254.40 30 6- CONCRETE DRIVEWAY PAVEMENT 144 SO YD 52.97 7627.68 147.5 S 7813.08 31 INSTALL MAILBOX SUPPORT 14 EACH $42.80 599.20 $ 32 TRAFFIC CONTROL 0.05 LUMPSUM $79859.20 $ 3992.96 0.05 $ 3992.96 M STORM DRAIN INLET PROTECTION 6 EACH $90.95 $ 545.70 6 545.70 34 SEDIMENT CONTROL LOG TYPE COMPOST 320 LIN FT $1.87 598.40 35 STABILIZED CONSTRUCTION EXIT 0.05 LUMPSUM $5200.20 $ 260.01 36 CULVERT END CONTROLS 1 EACH S2Q.75 240.75 37 FERTILIZER TYPE I 261 POUND $1.02 26622 $ 38 COMMON TOPSOIL BORROW LV 150 Cy $34.25 $ 5137.80 39 SEEDING 1 ACRE $374.51 370.76 40 SEED MIXTURE 25.131 191 POUND $3.20 $ 611.20 $ 41 HYDRAULIC NATURAL TACKIFIER 4,206 SO YD 50.75 $ 3154.50 $ 42 EROSION CONTROL 0.05 LUMPSUM $3210.00 $ 180.80 0.05 $ i60S0 Total BIB Schedule -D" $ 199.44].0]S 154.950.95 SAMurapaMelLMeAER301PAY ESTIMATES%ER303 PE PE -4 PAY ESTIMATE #5 CITY OF ELK RIVER 2017 Street Improvements E "E" - SA.P. 204-164001 - EVANS STREET ITEM NO. REM DESCRIPTION ESTIMATED QUANTITY UNIT CONTRACT USED TO UNITPRICE CONTRACT AMOUNT DATE EXTENSION 1 MOBILIZATION 0.06 LUMPSUM $80,250.83 S 4815.05 2 REMOVE CURB AND GUTTER 2160 LIN FT $5.20 $ 11,232.M $ 3 REMOVE CONCRETE PAVEMENT 1,412 SOFT $1.46 $ 2061.52 4 REMOVE CONCRETE WALK 2230 SOFT S1.D9 2430.70 5 REMOVE BITUMINOUS PAVEMENT 774 SO VD S4.84 $ 3746.16 $ 6 SAWING CONCRETE PAVEMENT FULL DEPTH 230 LIN FT $3.16 $ 726.80 $ ] SAWING BITUMINOUS PAVEMENT FULL DEPTH 360 LIN FT 2.09 752.40 8 SALVAGE SIGN SUPPORT 6 EACH 37.45 224.70 $ 9 SALVAGECASTING 11 EACH $107.00 11]1.00 10 MILL BITUMINOUS SURFACE 1.17 1544 SO YD 1.95 3010.80 11 MILL BITUMINOUS SURFACE 8,330 SO YD $0.59 $ 4914.70 $ 12 BITUMINOUS MATERIAL FOR TACK COAT 883 GALLON $2.51 $ 2216.33 13 TYPE SP 9.5 WEARING COURSE MIXTURE 3C 1530 TON 7.87 73241.10 14 TYPE SP 12.5 BITUMINOUS MIXTURE FOR PATCHING 185 TON $59.82 $ 11066.70 15 1 ADJUST VALVE BOX 5 1 EACH $441.921 $ 2209.W 16 INSTALL CASTING 11 EACH $110.48 1215.28 17 ADJUST FRAME AND RING CASTING 2 EACH $994.32 $ 1988.64 18 SEAL CATCH BASIN 11 EACH $lM.i5 1706.65 19 eCONCRETEWALK 1,400 SOFT $6.37 8918.00 $ 20 6"CONCRETEWALK 870 $0 FT $7.44 $ 6472.80 $ 21 CONCRETE CURB AND GUTTER DESIGN 8818 2,160 LIN FT $12.79 27626.40 It 22 T CONCRETE DRIVEWAY PAVEMENT 157 SOYD $77.04 $ 12095.28 $ 23 TRUNCATED DOMES 294 SOFT $48.15 $ 14156.10 24 TRAFFIC CONTROL 0.06 LUMPSUM $79,859.17 4791.55 25 INSTALL SIGN S UPPORT 6 EACH $80.25 S 481.50 $ 26 STORM DRAIN INLET PROTECTION 11 EACH 90.95 1,000.,15 27 STABILIZED CONSTRUCTION EXIT 0 LUMPSUM $5,200.33 312.02 28 COMMON TOPSOIL BORROW LV 30 CU YD $47.06 $ 1411.80 29 SEEDING 0.15 ACRE 374A7 56.17 30 SEED MIXTURE 26131 25 POUND $3.2D $ 80.00 $ 31 HYDRAULIC NATURAL TACKIFIER 533 Sam $0.75 $ 399.75 I $ 32 EROSION CONTROL 0.06 LUMPSUM $3,210.00 192.60 33 PAVEMENT MESSAGE EPDXY 71 SO FT $5.73 $ 406.83 $ 34 4- SOLID LINE EPDXY 240 LIN FT $0.31 74.40 35 2W SOLID LINE EPDXY 70 LIN FT $6.88 S 481.60 $ 36 4 BROKEN LINE EPDXY 1,150 LIN FT $0.31 $ 356.50 $ 37 4 DOUBLE SOLID LINE EPDXY 2250 LIN FT S0.62 1395.00 38 CROSSWALK EPDXY 324 SOFT $3.671$ 1189.08 $ Total Bid Sehedole"E" $ 210.633.96 E SAMunicIpaMelkrNer1ER303\PAY ESTIMATES\ER303 PE PE -5 PAY ESTIMATE #5 CITY OF ELK RIVER 2017 Street Improvements BID SCHEDULE 7 --LOCAL FUNDING ITEM NO. ITEM DESCRIPTION ESTIMATED QUANTITY UNIT CONTRACT UNIT PRICE CONTRACT AMOUNT USED TO DATE EXTENSION 1 MOBILIZATION 0.44 LUMP SUM $80,25D.00 $ 35310.00 0.44 $ 36310.00 2 CLEARING 0.1 ACRE $21698.20 $ 2169.82 0.1 $ 2169.82 3 CLEARING 2 TREE $183.37 $ 366.74 5 $ 916.85 4 GRUBBING 0.1 ACRE 14W&M $ 1436.37 0.1 1436.37 5 GRUBBING 3 TREE $103.91 S 311.73 5 519.55 6 REMOVE CURB AND GUTTER 2,629 LIN FT $3.23 8491.67 2,422 $ 7823.06 7 REMOVE SEWER PIPE STORM 166 LIN FT $11.05 1834.30 188 $ i .30 B IREMOVECONCRETE PAVEMENT 6.942 1 SOFT S2,611$ 18118.62 8340 s 18547.40 9 REMOVE CONCRETE WALK 990 SOFT $2.09 2069.10 757 $ 1582.13 10 REMOVE BITUMINOUS PAVEMENT 5348 Saw $4.d3 23691.64 5,400 $ 23922.00 11 REMOVE RIPRAP 27 CU YD $38.67 S 1044.09 27 S 1044.09 12 SAWING CONCRETE PAVEMENT FULL DEPTH 728 LIN FT $3.16 $ 2300.48 596 1883.36 13 SAWING BITUMINOUS PAVEMENT FULL DEPTH 4767 LIN FT $1.98 9438.66 4,324 8561.52 14 SALVAGE SIGN SUPPORT 17 EACH $37.45 636.65 11 411.95 15 SALVAGE CASTING 22 EACH $110.48 2430.56 14 1546.72 16 SALVAGE MAILBOX SUPPORT 104 EACH $37.45 $ 3894.80 43 S 1810.35 17 LANDSCAPEALLOWANCE 1 ALLOWANCE $20000.00 $ 20000.00 $ 18 REMOVE MISCELLANEOUS STRUCTURES 1 LUMP SUM $1,0M.01 1070.01 1 1,070.01 19 SALVAGE MISCELLANEOUS STRUCTURES 1 LUMP SUM $1070.01 1070.01 1 1070.01 20 COMMON EXCAVATION E 3,707 CUYD $15.07 $ 55864.49 2,481 3)388.6] 21 SUBGRADE EXCAVATION EV 6,113 CU YO $16.60 101475.80 5835 $ 96861.00 22 WATER 250 MGAL $27.82 6955.00 $ 23 AGGREGATE BASE CLASS 5 33 TON 526.75 $ 88275 $ 24 FULL DEPTH RECLAMATION 44993 saw $1.50 $ 67489.50 35,051 52576.50 25 HAUL FULL DEPTH RECLAMATION LV 10.492 CU YD $9.00 $ 94428.00 7351 66159.00 26 HAUL FULL DEPTH RECLAMATION (LVI 10.492 CU YD $9.00 $ 94428.00 10.017 S 90153.00 27 SHOULDER BASE AGGREGATE CLASS 2 50 TON W.94 2247.07 74.36 7428 MILL BITUMINOUS SURFACE 1.5' 2818 SOw $1.84 5185.12 3216 4429 MILL BITUMI NOUS SURFACE 5964 $1.03 6142.92 5774 .2230 BITUMINOUS MATERIAL FOR TACK COAT 3988 GALLON .51 $ 10009.88 2550.5031 TYPE SP 9.5 WEARING COURSE MIXTURE 2C 5114 TON .75 $ 24930].50 224)532 ES3.341.74 TYPE SP 9.5 WEARING COURSE MIXTURE 3C 1117 TON 50.35 56240.95 1100.822933 TYPE SP 12.5 NON WEARING COURSE MIXTURE2B 8618 TON .68 268558.44 4927 6634 TYPE SP 12.5 WEARING COURSE MIXTURE 2B 2.5'THICK 1241 SO YD 13.14 1836.74 12]9 0635 TYPE SP 12.5 BITUMINOUS MIXTURE FOR PATCHING 695 TON $67.92 $ 47204.40 779.4085 36 15' CS PIPE CULVERT 64 LIN FT $50.82 $ 3252.48 64 3 .48 37 1Y GS PIPE APRON 1 EACH $248.58 $ 248.58 1 S 248.58 38 15' GS PIPE APRON 6 EACH $276.2D 1657.20 6 1657.20 39 Is -RC PIPE APRON 3 EACH $828.60 2485.80 2 1657.20 40 18' RC PIPE APRON 1 EACH $883.84 $ 883.84 2 $ 1,767.68 41 24'RC PIPE APRON 2 EACH 51438.25 $ 287250 $ 42 IF RC PIPE CULVERT DESIGN 3006 CLASS V 32 LIN FT $66.29 $ 2121.28 32 2121.28 43 12'RC PIPE SEWER DESIGN 3006 CLASS V 12 LIN FT $62.48 629.76 12 629.76 44 15' RC PIPE SEWER DESIGN 306 CLASS V 73 LIN FT $53.6 3871.19 62 $ 2,757.56 45 18' RC PIPE SEWER DESIGN 3006 CLASS 111 158 LIN FT $58.34 S 8901.72 124 1 S 6986.16 46 24' RC PIPE SEWER DESIGN 3006 CLASS III 74 LIN FT $62.97 4659.78 47 1' HDPE PIPE SEWER -DIRECTIONAL DRILLED 137 LIN FT $154.67 21189.79 137 21189.79 48 ADJUST VALVE BOX 7 EACH S303.82 $ 2126.74 8 2430.56 49 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL 9 LIN FT 1.92 $ 4012.63 6 S 2651.52 50 CONSTRUCT DRAINAGE STRUCTURE DESIGN 48 - 4020 30 LIN FT $386.68 $ 11739.60 21.49 $ 8309.75 51 CONSTRUCT DRAINAGE STRUCTURE DESIGN 60-4020 4 LIN FT $718.12 $ 365.10 4.31 $ 365.10 52 CASTING ASSEMBLY 9 EACH $524.78 6723.02 6 3148.68 53 INSTALL CASTING 22 EACH $110.48 S 2430.56 14 s 1546.72 54 ADJUST FRAME AND RING CASTING 7 EACH $74022 5181.54 5 $ 3701.10 55 SEAL CATCH BASIN 31 EACH $155.15 4807.65 20 $ 3103.6 56 RANDOM RIPRAP CLASS III 25 CUYD121.53 2989.64 26.8 3257.6 57 GEOTEXTILE FILTER TYPE IV 86 SO YD 5.52 $ 474.72 66 474.]2 58 4 -CONCRETE WALK 25 SOFT 159 BB 560.56 59 6' CONCRETE WALK 96 SOFT :§ ].44 5.60 736 SIG 433].52 60 CONCRETE CURB AND GLITTER DESIGN 8412 1886 LIN FT Sl1.72 I S 22046.32 113]0 $ 133266.40 SAMunidpaPARrive0ER3D3\PAY ESTIMATES\ER36 PE PE -6 PAY ESTIMATE #5 CITY OF ELK RIVER 2017 Street Improvements 810 SCHEDULE "F' - LOCAL FUNDING - CONTINUED ITEM NO. REM DESCRIPTION ESTIMATED QUANTITY UNIT CONTRACT UNITPRICE CONTRACT AMOUNT USED TO DATE 1 EXTENSION 61 CONCRETE CURB AND GUTTER DESIGN 8618 2559 LIN FT $12.]9 $ 32729.61 2,401 $36.52 30708.79 52 6'CONCRETE DRIVEWAY PAVEMENT 1397 SO YD $52.97 73999.09 1437.4 $ ]8139.08 63 T CONCRETE DRIVEWAY PAVEMENT 106 Sam $77.04 8166.24 94 $17.70 ]241 J6 64 8' CONCRETE DRIVEWAY PAVEMENT 73 SO YD $57.78 $ 6217.94 It 275.93 $ 65 CONCRETE DRAINAGE FLUME 61 SO YD $115.56 7.N9.16 11 $ 1,271.16 66 TRUNCATED DOMES 170 SOFT $48.15 8185.50 88 $ 4237.20 67 IBITUMINOUS CURB 1710 1 LIN FT $2.141$ 3659.40 2.461 $ 5266.54 6B MAILBOXSUPPORT 15 EACH $101.65 $ 1524.75 $ 69 INSTALL MAILBOX SUPPORT 104 EACH $42.W 4451.20 43 $ 1840.40 70 TRAFFIC CONTROL 0.44 LUMP SUM $79859.18 35138.04 0.44 35138.04 71 INSTALL SIGN SUPPORT 17 EACH $80.25 1384.25 11 $ 882.75 72 ADJUST HANDHOLE 2 EACH $428.0 $ 550.00 ]3 RIGID PVC LOOP DETECTOR 6W' 4 EACH $900.61 3638.06 74 SILT FENCE TYPE MS 2,280 LIN FT $1.87$ 4263.60 47] S 891.99 75 STORM DRAIN INLET PROTECTION 44 EACH $90.95 $ 4001.80 29 $ 2637.55 76 SEDIMENT CONTROL LOG TYPE COMPOST 3450 LIN FT $1.87 $ 6451.50 2,606 $ 48]3.22 77 STABILIZED CONSTRUCTION EXIT 0.44 LUMP SUM $5,200.25 2,288.11 78 CULVERT END CONTROLS 2 EACH $240.76 $ 481.52 $ 79 FERTILIZER TYPE I 21 ]3 POUND S1.02 S 2216.46 718 E 732.36 50 COMMON TOPSOIL BORROW LV 1,092 CU YD $35.85 $ 39148.20 7371 $ 49150.35 81 SEEDING 7 ACRE $374.50 2640.23 2.4 $ 898.80 82 SEED MIXTURE 25-131 1,549 POUND $3.20 S 4956.80 511 1635.20 83 EROSION CONTROL BLANKETS CATEGORY 3 3,125 SO YD $1.55 $ 4843.75 604 S 936.20 M HYDRAULIC NATURAL TACKIFIER 30922 SO VD $0.75 $ 23191.50 10204 $ 7653.00 85 EROSION CONTROL 0.40 LUMP SUM $3210.02 1412.41 0.30 $ 963.01 86 PAVEMENT MESSAGE EPDXY 45 50 FT $5.73 $ 257.85 45 25785 87 4'SOLID LINE EPDXY 2959 LIN FT $0.31 $ 91729 5018 $ 1555.55 68 24' SOLID LINE EPDXY 43 LIN S6.88 295.84 04 $ 302.72 89 4' BROKEN LINE EPDXY 622LIN FT .31 192.82 600 186.00 90 4' DOUBLE SOLID LINE EPDXY 1180 LIN FT $0.62 $ ]31.60 $ 91 CROSSWALK EPDXY 270 1 SO FT 1 $3.671S 990.90 Total Bid Schedule "F" $ 1,824.961.43 $ 1.356.192.54 SCHEDULE G - LOCAL FUNDING FIELD CHANGE DIRECTIVE REM NO. ITEM DESCRIPTION ESTIMATED QUANTITY UNIT CONTRACT UNIT PRICE CONTRACT AMOUNT USED TO DATE EXTENSION 1 COMMON EXCAVATION CY $27.35 559 $ 15288.85 2 STABILIZING AGGREGATE 1.Y CLEAR ROCK TON $36.52 32].]8 11970.53 3 4'DRAIN TILE LF $13.13 513 6735.69 4 GEOTEXTILE FABRIC BY $2.74 42]9 $ 11724.46 5 GRANULAR BORROW CV $17.70 539 $ 9540.30 6 RECYCLE CLASS 5 TN $18.31 15.07 It 275.93 5 %.535.% S:1MuhicyeMe11uWe6ERWMPAY ESTIMATEMER303 PE PE - 7 PAY ESTIMATE #5 CITY OF ELK RIVER 2017 Street Improvements C1NFnl11 P. . r ... r.F rum.R a1 ITEM NO. ITEM DESCRIPTION ESTIMATED QUANTITY UNIT CONTRACT UNIT PRICE CONTRACT AMOUNT USED TO DATE EXTENSION 1 MOBILIZATION 1 LS $2396.86 2396.86 i 2396.86 2 REMOVE CONCRETE CURB AND GUTTER 70 LF $17.83 1248.10 173 084.59 3 MILL BITUMINOUS SURFACE 7800 BY $1.98 $ 15444.00 2,022 $ 4003.56 4 TYPE SP 9.5 WEARING COURSE MIXTURE 2C 1320 TON $52.38 $ 69141.60 352.85 $ 18482.28 5 BITUMINOUS MATERIAL FOR TACK COAT 750 GAL S3.07 2302.50 230 S ]06.10 6 ADJUST VALVE BOX 12 EACH $76.46 917.52 ] ADJUST MANHOLE 8 1 EACH 195.49 1172.94 I $ 8 CONCRETECURBAND GUTTER 70 LF $31.28 $ 2189.60 173 $ 5411.44 9 STORM DRAIN INLET PROTECTION 20 EACH 14023 2804.60 19 2664.37 10 TRAFFIC CONTROL 1 LS $1,348.36 1348.36 1 1348.36 11 COMMON TOPSOIL BORROW LV 30 CY $52.32 $ 1569.60 $ 12 TURF ESTABLISHMENT 1 LS $1,186.56 $ 1186.56 $ SUMMARY OF WORK COMPLETED TO DATE Bid Schedule"A" Bid Schedule"B" Bid Schedule "C' Bid Schedule "D" Bid Schedule "E" Bid Schedule "P Schedule"G" Schedule "H' TOTAL WORK COMPLETED TO DATE S:1MunkiPaMelkweOER3031PAY ESTIMATEMER303 PE PE - 8 $ 38.097.56 $ 460,72025 $ 468,182.13 $ 500,287.45 $ 534,458.46 $ 581,585.06 $ 628,596.47 $ 199,447.07 $ 154,950.95 $ 210,633.96 $ $ 1,824,961.43 $ 1,356,192.54 $ 55,535.56 $ 38,097.56 $ 3,236,013.67 CITY OF ELK RIVER 13065 Orono Parkway Elk River, MN 55330 Elk River Trails Project September 6th, 2017 PAY ESTIMATE NO. 1 FROM: June 1, 2017 TO: August 31, 2017 CONTRACTOR: North Valley Inc. 20015 Iguana St. Nowthen, MN 55330 ITEM NO. DESCRIPTION UNIT CONTRACT ITEMS CITY. UNIT PRICE THIS PERIOD QTY. AMOUNT 1 IMOBELIZATION LS 1 $1,604.11 1 $1,604.11 2 IREMOVE CURB AND GUTTER LIN FT 135 $3.85 42 $161.70 3 REMOVE BIT. PAVEMENT SY 155 $0.01 10 $0.10 4 ICOMMON EXCAVATION P CY 461 $20.30 198 $4,019.40 5 AGGREGATE BASE, CLASS 5 TON 1 736 $17.47 291 $5,075.04 6 BITUMINOUS PATCH SY 26 $58.61 5 $293.05 7 IFOG SEAL GAL 1760 $3.74 $0.00 8 JBIT. WEARING COURSE 2.5" THICK SY 1792 $11.35 570 $6,469.50 9 4" CONCRETE WALK SF 1150 $6.36 2371 $15,079.56 10 CONCRETE PEDESTRIAN RAMP EACH 7 $2,031.86 4 $8,127.44 11 CONCRETE CURB AND GUTTER LIN FT 135 $21.33 42 $895.86 12 TRAFFIC CONTROL LS 1 $802.051 1 1 $802.05 13 WI I-2 WITH W16-71? SIGN EACH 4 $374.29 $0.00 14 W11-2WITHWI6-9P SIGN EACH 4 $374.29 $0.00 15 SILT FENCE, TYPE HEAVY DUTY LIN FT 1300 $2.09 230 $480.70 16TOPSOILBORROW C Cy 100 $41.44 44 $1,823.36 17 SEED, FERTILIZER, AND BLANKET SY 2200 $1.91 600 $1,146.00 19 1 ICROSSWALK MARKING SF 180 $12.05 $0.00 Total AMOUNT EARNED AWARDED CONTRACT AMOUNT AMOUNT RETAINED (5%) PREVIOUS PAYMENTS AMOUNT DUE TOTAL THIS PERIOD $ 45,977.87 $ 94,232.03 $ 2,298.89 $ 43,678.97 I hereby certify that all items and amounts shown by this pay estimate are correct for the work completed to date. CONTRACTOR: ENGINEER: North Valley, Inc. Justin Femrite, BY: BY: DATE: `%'- // - / -7 DATE: Approved by Owner/Commission CITY OF ELK RIVER, MINNESOTA $45,977.87