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4.3. SR 06-19-2017 Eclty1� ,.,�� Request for Action River To Item Number Mayor and City Council 4.3 Agenda Section Meeting Date Prepared by Consent June 19, 2017 Justin Femrite P.E., City Engineer Item Description Reviewed by Pay Estimates Lori Ziemer, Finance Director Reviewed by Tina Allard, City Clerk Action Requested Approve,by motion, the pay estimates as detailed below Background/Discussion The following pay estimates have been reviewed and found to be accurate and in accordance with the approved contract. Financial Impact PROJECT PAY EST. # CONTRACTOR AMOUNT WWTF Improvements 31 Rice Lake Construction Group $41,167.05 2017 Street Improvements 2 North Valley,Inc. $756,532.25 Attachments ■ Pay Estimates POWERED 6T Template Updoted 4/14 INAWRE1 g:\elk river\t21.106811_ramsey\8_construction_phase\pay requests\pay app 31\femrite pay app 31.docx June 12, 2017 Mr. Justin Femrite, P.E. City Engineer City of Elk River 13065 Orono Parkway Elk River, MN 55330 RE: Elk River WWTF WWTF Improvements Project Project No.: T21.106811 Dear Justin: Please find enclosed Pay Application No. 31 for the above referenced project. Based on our discussions, I have modified the Pay Application to reflect charging liquidated damages since the facility is not ready for full use in the amount of $500/day for the 31 day period between pay application 30 and 31. This reduces the requested amount by $15,500. I recommend that payment be made in the amount shown. If you agree, please sign and return one signed copy to the Contractor with payment and one to me for our files. If you have any questions on the above, please call. Sincerely, BOLTON & MENK, INC. Seth A. Peterson, P.E. Project Manager Cc: Tej Bala, Bolton & Menk, Inc. Matt Perpich, Rice Lake Construction Enclosures N 0 z m A >m w C E E E T a 2 Gs. 0 a9 •u O C cs ;iA N N N M M ONO b N b O b N N O R M 000 eMf1 r� r p '•' � "'" 00 N N N N Vi 69 (A fA H9 th FA b'3 Vi 69 4i w i u ao 1 C w * 0 = + w Q U c a y ., rn E A vi ¢ F U oa.,e Z U O„ Q e F a F in a F 3 e 0`77 cn 5 � F Zp U m a d V 7 W U a w X X a j G 4a ao c U OU <\ o F w F Z m o W .Z. e°n o f j a t 0 F F t° a u 0 y o O z U OF a Q� Q .4 ri eei 4 vi r 06 v A 3�L`E�y v ° E e.°- ° -• � c 3 v i v a 4c m o m m p �• A T C L F i u o O �L` 6 '2v�3�g=E '�O 509 • v E `eL .v. CI c m o y L O D C U Q d y O L.a c=J 3 0 U O e/3 O � o N � a O w F Q m U Q ITu Z z v A 3�L`E�y v ° E e.°- ° -• � c 3 v i v a 4c m o m m p �• A T C L F i u �L` 6 '2v�3�g=E o • v E `eL .v. CI c m o y L O v V oc C U Q d y O L.a c=J 3 U PAY ESTIMATE #2 CITY OF ELK RIVER 2017 Street Improvements BID SCHEDULE "A" - SA.P. 204-1114116 -ORONO PARKWAY ITEM NO. ITEM DESCRIPTION ESTIMATED QUANTITY UNIT CONTRACT UNIT PRICE CONTRACT AMOUNT USED TO DATE EXTENSION 1 MOBILIZATION 0.13 LUMPSUM 580.250.77 S 10,432.60 0.13 S 10,432.60 2 CLEARING 1 TREE 51564]2 S 1.56472 1 S 1564.72 3 GRUBBING 1 TREE $586.76 $ 588.78 1 S 586.78 4 REMOVE CURB AND GUTTER 4,730 UNFT 53.23 5 15,277.90 4,818 $ 15,562.14 5 REMOVE CONCRETE PAVEMENT 990 50 FT 52.61 S 258390 600 S 1,568.00 6 REMOVE CONCRETE WALK 750 SO FT S2.09 S 1,567.50 300 $ 627.00 T ISAVANG CONCRETE PAVEMENT FULL DEPTH 90 1 LIN FT S3.161 S 254.40 S 8 SAWING BITUMINOUS PAVEMENT FULL DEPTH 103 LIN FT S1,96 $ 203.94 $ 9 SALVAGE CHAIN LINK FENCE 50 LIN FT 51605 5 602.50 50 S 802.50 10 SALVAGE SIGN SUPPORT 3 EACH S26.75 $ 80.25 S 11 SALVAGECASTING 13 EACH $110A8 $ 1,436.24 13 S 1,436.24 12 SUBGRADE EXCAVATION EV 160 CUYD 511.73 S 1876.80 211 S 2475.03 13 WATER 100 MGAL $27.82 S 2702.W S 14 FULL DEPTH RECLAMATION 17.388 SO YD $1.35 S 23,473,80 17,388 S 23473.80 15 HAUL FULL DEPTH RECLAMATION LV 2,801 CUYD 57.14 S 19,999.14 1,700 S 12,138.00 46 HAUL FULL DEPTH RECLAMATION LV 416 CU YD $7.14 S 297024 344 $ 2,456.16 17 MILL BITUMINOUS SURFACE 2" 19 SQ YO $26.75 S 508.25 S 18 BITUMINOUS MATERIAL FOR TACKCOAT 807 GALLON $2.51 S 2.025.57 $ 19 TYPE SP 9.5 WEARING COURSE MIXTURE 2,0 513 TON 550.06 S 25680.78 468 $ 23.428.08 20 TYPE SP 12.5 WEARING COURSE MIXTURE 3,C 1,756 TON 547.02 S 82,587.12 S 21 TYPE SP 12.5 NON WEARING COURSE MIXTURE 3.8 2,194 TON 641.31 S 90.634.14 1,020.11 S 42140.74 22 15" RC PIPE SEWER DESIGN 3008 CLASS V 103 UN FT $5303 $ 5.462.09 94 S 4,984.82 23 CONNECT TO EXISTING STORM SEWER 8 EACH 51.968.64 S 15.909.12 8 S 15.909.12 24 ADJUST VALVE BOX 5 EACH $303.821$ 1519.10 5 25 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL 6 LIN FT 5441.92 S 2,651.52 9 S 3.977.28 26 CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4020 38 LIN FT 5419.82 S 15.911.18 44 S 18,472,08 27 CASTINGASSEMBLY 10 EACH 5524,78 S 5,247.80 11 S 5772.58 2B ADJUST FRAME AND RING CASTING 17 EACH 5740.22 S 12,58374 S 29 SEAL CATCH BASIN 13 EACH $155.15 S 2.016.95 24 S 3,723.60 M 4" CONCRETE WALK 380 SCI FT 56.37 5 2.420 60 S 31 W CONCRETE WALK 7M SO FT $7.44 S 5,245.20 S 32 CONCRETE CURB AND GUTTER DESIGN 8618 4,730 UN FT $12.79 $ 60.49670 4,816 S 61.622.22 33 8" CONCRETE DRIVEWAY PAVEMENT 177 BOYO 55778 S 10,227.08 189.5 S 10949.31 34 TRUNCATED DOMES 100 SOFT 548.15 $ 4,815.00 4 35 INSTALL SALVAGED FENCE 50 LIN FT $2635 5 1337.50 S 36 TRAFFIC CONTROL 0.13 LUMP SUM 479859.23 $ 10,381.70 0.1 5 7.985.92 37 INSTALL SIGN SUPPORT 3 EACH $80.25 S 240.75 6 38 STABILIZED CONSTRUCTION EXIT 0.13 LUMP SUM $5.200.23 S 67603 $ 39 FERTILIZER TYPE 1 22B POUND $1.02 S 232.56 114 4 116.28 40 ICOMMON TOPSOIL BORROW LV 270 CUYD $32.12 S 8,672.40 165 1 $ 5,299.60 41 SEEDING 125 ACRE $374N S 466.13 0.65 S 243.43 42 SEED MIXTURE 25-131 126 POUND $3.20 S 403.20 63 $ 201.60 43 HYDRAULIC NATURAL TACKIFIER 2,760 SOYD 50.75 $ 2.070.00 1,380 S 1035.00 44 EROSION CONTROL 0.13 LUMPSUM 53,21000 S 417.30 0.07 S 224.70 45 PAVEMENT MESSAGE EPDXY 30 SOFT $573 S 171.90 S 46 4" SOLID UNE EPDXY 5,535 LIN FT 50.31 S 1.71585 S 47 24" SOLID LINE EPDXY 42 LIN FT 46.66 S 288.96 S 48 4" DOUBLE SOLID LINE EPDXY 345 LIN FT 40.62 S 213.90 S 49 CROSS WALK EPDXY 432 SOFT I S387 $ 1,58544 5 Tobi Bid Schedule "A" S 460,720.25 S 279,207.53 SAMumpeMelm AER3031PAY ESTIMATES1ER303 PE PE -1 PAY ESTIMATE #2 CITY OF ELK RIVER 2017 Street Improvements BID SCHEDULE'S" SA.P. 204-1294101- JOPLIN STREET ITEM NO. REM DESCRIPTION ESTIMATED QUANTITY UNIT CONTRACT UNITPRICE CONTRACTAMOUNI USED TO DATE EXTENSION 1 MOBILIZATION 0.17 LUMP SUM 500,250.80 S 12,037.62 0.17 S 13,642.64 2 REMOVE CURB AND GUTTER 5215 LIN Fr $3.23 S 16,844.45 2856 $ 9.224.88 3 REMOVE CONCRETE PAVEMENT 505 SO FT $2.61 S 1,318.05 5 4 REMOVE CONCRETE WALK 2927 SOFT $2.09 S 6,117.43 960 5 2.006.40 5 REMOVE BITUMINOUS PAVEMENT 36 SO YD $26.75 S 963.00 40 S 1070.00 6 SAWING CONCRETE PAVEMENT FULL DEPTH 56 LIN FT $3.16 S 183.28 S ] SAWING BITUMINOUS PAVEMENT FULL DEPTH 311 LIN FT S1.981S 615.78 I S 8 SALVAGE SIGN SUPPORT 12 EACH 626.75 5 321.00 S 9 SALVAGE CASTING 9 EACH 5110.48 S 994.32 6 $ 662.80 10 SUBGRADE EXCAVATION E 870 CU YD $19.56 S 1].01].20 404 5 9467.04 11 WATER 150 MGAL $27.82 S 4173.00 5 12 FULL DEPTH RECLAMATION 18008 SO YD $1.39 S 25,031.12 9,000 S 1251000 13 HAUL FULL DEPTH RECLAMATION LV 4121 CU YD $6.49 S 26.745.29 2.825 5 18.334.25 14 HAUL FULL DEPTH RECLAMATION LV 2608 CU YO SEAS S 16.925.92 1.271 S 8,24879 15 iMILL BITUMINOUS SURFACE 2" 64 1 So YO S9.631 5 616.32 S 16 MILL BITUMINOUS SURFACE (2.5-1 45 SO YD 59.83 S 433.35 S 17 BITUMINOUS MATERIAL FOR TACK COAT 829 GALLON $2.51 S 2,080.79 S 18 TYPE SP 9.5 WEARING COURSE MIXTURE 2.8 465 TON 549.85 5 23,180.25 $ 19 TYPE SP 12.5 WEARING COURSE MIXTURE 3.0 2051 TON 546.04 $ 94,428.04 5 20 TYPE SP 12.5 NON WEARING COURSE MIXTURE 3,8 2,250 TON 540.72 5 91620.00 909.38 S 37.029.95 21 TYPE SP 12.5 BITUMINOUS MIXTURE FOR PATCHING 10 TON 5197.955 1979.50 6.96 S 1377.73 22 ADJUST VALVE BOX 6 EACH S513.54 S 3,081.24 5 23 INSTALLCASTING 12 EACH 5110.48 S 1,325.76 6 S 652.88 24 ADJUST FRAME AND RING CASTING 5 EACH $740.22 5 3.701.10 $ 25 SEAL CATCH BASIN 12 EACH $155.15 S 1861.80 6 S 930.90 26 4"CONCRETE WALK 1]52 SOFT 56.3]S 11,160.24 S 27 6"CONCRETEWAUK 1,175 So FT ST44 S 8.74200 S 28 CONCRETE CURB AND GUTTER DESIGN 8618 5,215 LIN FT 512.79 S 66.699.85 2,8% 5 36,528.24 29 T'CONCRETE DRIVEWAY PAVEMENT 58 So YO 577.04 5 4,468.32 12.7 $ 978.41 W TRUNCATEDDOMES 220.0 SOFT $48.15 S 10,593.00 5 31 TRAFFIC CONTROL 0.15 LUMP SUM 579,859.20 S 11.978.88 0.08 S 6,388.74 32 IINSTALL SIGN SUPPORT 9 EACH 580.25 S 722.25 5 33 ADJUST HANDHOLE 2 EACH 5428.00 S 85600 1 S 428.00 34 RIGID PVC LOOP DETECTOR VW 4 EACH $909.51 S 3.638.04 1 $ 909.51 35 STORM DRAIN INLET PROTECTION 13 EACH 590.95 S 1,182.35 13 5 1,102.35 36 STABILIZED CONSTRUCTION EXIT 0.15 LUMP SUM 55.200.27 S 78004 008 S 41602 37 FERTILIZER TYPE 1 300 POUND $1.02 5 306.00 S 38 COMMON TOPSOIL BORROW L 330 CU YD S34.25 S 11.302.50 1 5 39 SEEDING 1 ACRE 5374.51 S 374.51 S 40 SEED MIXTURE 25-131 165 POUND $3.20 S 528.00 S 41 HYDRAUUC NATURAL TACKIFIER 3,630 SO YD $0.75 S 2.722.50 5 42 EROSION CONTROL 0.15 1 LUMP SUM 53.210.07 5 481.51 S 43 PAVEMENT MESSAGE EPDXY 99 So FT 55.73 $ 567.27 $ 44 4" SOLID LINE EPDXY 770 LIN FT 50.31 S 238.70 5 45 2W' SOLID UNE EPDXY 118 LIN FT 56.881 81184 5 46 4" BROKEN UNE EPDXY 960 LIN FT 50.31 $ 297.60 5 47 4" DOUBLE SOLID LINE EPDXY 2210 LIN FT 50.82 5 1.370.20 S 48 CROSSWALK EPDXY 1872 SOFT S3,671S 6.870.24 5 Total 901 Schedule 'B' S 500,287.45 S 161,999.61 S:V4unidpaMe11nveAER3031PAY ESTIMATES%ER303 PE PE -2 PAY ESTIMATE #2 CITY OF ELK RIVER 2017 Street Improvements BID SCHEDULE 'C'. S.A.P. 2041314103 -BUSINESS CENTER DRIVE ITEM NO. ITEM DESCRIPTION ESTIMATED DUANTTTY UNIT CONTRACT UNIT PRICE CONTRACT AMOUNT USED TO DATE EXTENSION I MOBILIZATION 0.17 LUMP SUM 580,250.82 S 13.642.64 0.17 S 13.642.64 2 REMOVE CURB AND GUTTER 3490 LIN FT 53.23 S 11,272.70 3.167 S 10,229.41 3 REMOVE CONCRETE PAVEMENT 1.016 SOFT S2.61 S 2,651.76 1,273 S 3322.53 4 REMOVE CONCRETE WALK 2.468 SO FT S2.09 S 5.158.12 1.200 $ 2,508,00 5 SAWING CONCRETE PAVEMENT FULL DEPTH 84 LIN FT 53.16 S 265.44 S 6 SAWING BITUMINOUS PAVEMENT FULL DEPTH 125 LIN FT $1.98 S 247.50 $ - 7 SALVAGE SIGN SUPPORT 5 EACH $37,45 S 187,251S - 8 SALVAGE CASTING 15 EACH $107.00 S 1,60E00 16 $ 1712.00 9 SUBGRADE EXCAVATION E 2.167 CUYD 518.54 S 40.176.18 1,900 S 35,228.00 10 WATER 150 MGAL 527.82 S 4173.00 S - II FULL DEPTH RECLAMATION 21.725 SOYD 51,21 S 26,287.25 18,000 S 21.7W.00 12 HAUL FULL DEPTH RECLAMATION LV 7,409 CUYO 56.26 S 46,380.34 6,500 S 40,690.00 13 HAUL FULL DEPTH RECLAMATION LV 7024 CUYD 56.25 $ 43900.00 6.000 S 37,50000 14 MILL BITUMINOUS SURFACE 2" 44 SO YO 59.63 S 423.72 S - 15 IBITUMINOUS MATERIAL FOR TACKCOAT 1.280 GALLON S2.51 S 3,01260 S 16 TYPE SP 12.5 WEARING COURSE MIXTURE 3,C 2,613 TON 545.99 S 1M.171,87 S - 17 TYPE SP 12.5 NON WEARING COURSE MIXTURE (3,B) 3.264 TON 541.245 134,607.36 1,350 S 56676.00 18 ADJUST VALVE BOX 15 EACH S513.54 S 7,703.10 S 19 INSTALL CASTING 15 EACH 532448 $ 4.867.20 28 S 9,085.44 20 ADJUST FRAME AND RING CASTING 11 EACH $740.22 S 8.142.42 5 21 SEAL CATCH BASIN 15 EACH $155.15 S 2.327.25 16 $ 2,482.40 22 4" CONCRETE WALK 2,238 SOFT $6.37 $ 14256.06 240 S 1,528.80 23 16" CONCRETE WALK 230 SOFT $7.44 $ 1711.20 450 S 3,348.00 24 CONCRETE CURB AND GUTTER DESIGN 8618 3490 LIN FT SIZ79 S 44.637.10 3,167 S 40,505.93 25 T CONCRETE DRIVEWAY PAVEMENT 114 SO YO S77,04 S 8,782.56 76 S 5,855.04 26 8'CONCRETE DRIVEWAY PAVEMENT 40 SO YO $57.78 S 2,311.20 74 S 4,275.72 27 TRUNCATED DOMES 56 SOFT 548.15 5 2.696.40 24 S 1.155.60 28 TRAFFIC CONTROL 0.17 LUMP SUM 579.859.18 S 13,576.6 0.13 S 10,381.69 29 INSTALL SIGN SUPPORT 5 EACH 580.25 S 401.25 $ - SO STORM DRAIN INLET PROTECTION 17 590.95 S 1.546.15 26 S 3.274.20 31 STABILIZED CONSTRUCTION ENTRANCE 0.17 55.200.29 S 884.05 0.08 S 416.02 32 FERTILIZER TYPE 72 S1.02 S 73.44 36 S 36.72 33 COMMON TOPSOIL BORROW LV 130 534.2 S 4,452.50 60 S 2.055.00 34 SEEDING 0.25 MACRE 5374.48 S 9362 0.25 $ 93.82 35 SEED MIXTURE 25-131 40 53.20 S 128.00 20 $ 64.00 36 HYDRAULIC NATURAL TACKIFIER 871 $0.75 5 653,25 435 S 326.25 37 EROSION CONTROL 0.17 S3,210.00 S 545.70 0.08 S 256.80 38 PAVEMENT MESSAGE EPDXY 192 SD FT $5.73 5 1,100.16 S - 39 4" SOLID LINE EPDXY 5,912 LIN FT 50.31 S 1,832.72 5 - 40 24' SOLID UNE EPDXY 82 LIN FT SB.Be S 564.18 5 - 41 4" BROKEN LINE EPDXY 649 LIN FT $0.31 $ 201.19 S 42 4" DOUBLE SOLID UNE EPDXY 3.170 LIN FT $0.62 S 1,965.40 1 $ - 43 CROSSWALK EPDXY 537 SOFT $3.67 $ 1970.79 1 S ToM1 Bid Schedule"C' $ 581,585.06 $ 307,425.81 S'\MunidpaOAelknvei\ER3D3\PAY ESTIMATES\ER303 PE PE -3 PAY ESTIMATE #2 CITY OF ELK RIVER 2017 Street Improvements BID SCHEDULE "D' - S.A.P. ITEM NO. ITEM DESCRIPTION ESTIMATED OUANTLTY UNIT CONTRACT UNITPRICE CONTRACTAMOUNI USED TO DATE EXTENSION 1 MOBILIZATION 0.05 LUMPSUM 580250.80 S 4.012.54 S 2 REMOVE CURB AND GUTTER 16 UN FT $21.40 S 342.40 $ 3 REMOVE SEWER PIPE STORM 133 LIN FT $11.05 S 1,469.65 5 4 REMOVE CONCRETE PAVEMENT 102 SO FT 52.81 5 266.22 5 5 REMOVE BITUMINOUS PAVEMENT 450 SOYD $3.69 S 1.6150.50 5 6 REMOVE MANHOLES OR CATCH BASINS 3 EACH 5441.92 5 1,325.76 S 7 SAWING CONCRETE PAVEMENT FULL DEPTH 17 LIN FT $3.161S 53.72 S 6 SAWING BITUMINOUS PAVEMENT FULL DEPTH 296 LIN FT $1.98 S 590.04 $ 9 SALVAGE MAILBOX SUPPORT 14 EACH 537.45 S 524.30 5 10 SUBGRADE EXCAVATION EV 676 CUYD 512.53 $ 8,470.28 S 11 WATER 70 MGAL 52782 S 1.947.40 5 12 FULL DEPTH RECLAMATION 6,007 SO YD 51.33 $ 7,989.31 S 13 HAUL FULL DEPTH RECIAMATION LV 1736 CU YO WAS $ 10.728.48 S 14 HAUL FULL DEPTH RECLAMATION LV 1]36 CU YO 56.18 S 10,728.48 S 15 IMILL BITUMINOUS SURFACE 1.5" 24 1 SO YD $n 751 S 642.00 1 S 16 BITUMINOUS MATERIAL FOR TACK COAT 350 GALLON 52.51 S 878.50 S 17 TYPE SP 9.5 WEARING COURSE MIXTURE 2.0 529 TON S3787 S 25.323.23 S 18 TYPE SP 12.5 NON WEARING COURSE MIXTURE 2,8 BB2 TON 540.23 5 35,482.86 S 19 TYPE SP 125 WEARING COURSE MIXTURE 2,B 2.5 -THICK 323 so YD S11.74 S 3,792.02 S 20 15" RC PIPE APRON 1 EACH $626.60 S 828.60 5 21 12" RC PIPE SEWER DESIGN 3006 CLASS V 6 UN FT 55248 S 314.88 S 22 15" RC PIPE SEWER DESIGN 3006 CLASS V 91 LIN FT 553.03 5 4.825.73 S 23 1ADJUST VALVE BOX 2 EACH S303,82i S 60764 S 24 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL 3 LIN FT 5441.92 5 1.325.76 S 25 CONSTRUCT DRAINAGE STRUCTURE DESIGN 48.4020 15 LIN FT 552478 5 7,661.79 S 26 CASTINGASSEMBLY 4 EACH 5524]8 $ 2.099.12 S 27 ADJUST FRAME AND RING CASTING 2 EACH $110.46 S 220.96 $ 25 SEAL CATCH BASIN 4 EACH $155.15 S 620.60 S 29 CONCRETE CURB AND GUTTER DESIGN 6412 3,511 LIN FT 511.72 S 41,148.92 S 30 6' CONCRETE DRIVEWAY PAVEMENT 144 SOYD 552.97 S 7,627.68 S 31 INSTALL MAILBOX SUPPORT 14 EACH $42.80 S 599.20 S 32 TRAFFIC CONTROL 0.05 LUMP SUM $79,859.20 5 3,992.96 5 33 STORM DRAIN INLET PROTECTION 6 EACH 590.95 $ 545.70 $ 34 SEDIMENT CONTROL LOG TYPE COMPOST 32D LIN FT 51.87 S 598.40 5 35 STABILIZED CONSTRUCTION EXIT 0.05 LUMP SUM $5,200.20 S 260.01 S 36 CULVERT END CONTROLS 1 EACH 5240.75 S 240.75 S 37 FERTIUZER TYPE I 261 POUND $1.02 5 266.22 S 38 COMMON TOPSOIL BORROW L 150 CY $34.25 S 5,137.50 S 39 SEEDING 1 ACRE $374.51 $ 370.]6 5 40 SEED MIXTURE 25-131 191 POUND $3.20 S 611.20 S 41 HYDRAULIC NATURAL TACKIRER 4,205 SOYD $0.75 5 3,154.50 S 42 EROSION CONTROL 0.05 LUMP SUM 1 $3.210.00 S 160.50 S Total old Scheele "D' $ 199,"T07 S S:WwliapaI Aelkrne0ER3031PAY ESTIMATES\ER303 PE PE -4 PAY ESTIMATE #2 CITY OF ELK RIVER 2017 Street Improvements BID SCHEDULE 'E' -SA.P.204-154001 - EVANS STREET ITEM NO. ITEM DESCRIPTION ESTIMATED QUANTITY UNIT CONTRACT UNITPRICE CONTRACT AMOUN USED TO DATE EXTENSION 1 MOBILIZATION 0.08 LUMP SUM 580250.83 S 4,815.05 S 2 REMOVE CURB AND GUTTER 2160 LIN FT 55.20 S 11,232.00 S 3 REMOVE CONCRETE PAVEMENT 1,412 SOFT SIAS S 2.061.52 5 4 REMOVE CONCRETE WALK 2,230 SOFT 51.09$ 2,430]0 S 5 REMOVE BITUMINOUS PAVEMENT 774 SO YD 54.64 S 3,746.16 $ 6 SAWING CONCRETE PAVEMENT FULL DEPTH 230 LIN FT S3.16 S 726.80 5 ] SAWING BITUMINOUS PAVEMENT FULL DEPTH 360 I LIN FT 52.09 5 752.40 $ 8 SALVAGE SIGN SUPPORT 6 EACH S37.45 5 224.70 $ 9 SALVAGE CASTING 11 EACH S107.00 5 1.177.00 S 10 MILL BITUMINOUS SURFACE 1.5" 1544 SQ YD $1.95 S 3.010.80 5 11 MILL BITUMINOUS SURFACE 6,330 50 YD 50.59 5 4.914 70 S 12 BITUMINOUS MATERIAL FOR TACK COAT 883 GALLON $2.51 S 2216.33 S 13 TYPE SP 9.5 WEARING COURSE MIXTURE 3,C 1530 TON 547.87 S 73.241.10 $ 14 TYPE SP 125 BITUMINOUS MIXTURE FOR PATCHING ISS TON S59.821 S 11.066.70 1 S 15 ADJUST VALVE BOX 5 EACH 5441.92 S 2.209.60 S 16 IINSTAILLCASTING 11 1 EACH 5110.48 $ 1.215.28 S 17 ADJUST FRAME AND RING CASTING 2 EACH 5994.32 S 1,988.64 5 18 SEAL CATCH BASIN 11 EACH $155.15 S 1,706.65 S 19 4 -CONCRETE WALK 1,400 SO FT 56.37 $ 8,918.00 5 20 6" CONCRETE WALK $70 SO FT 57.44 S 6,472.80 S 21 CONCRETE CURB AND GUTTER DESIGN 8618 2,160 LIN FT $12.79 $ 27,626.40 S 22 7" CONCRETE DRIVEWAY PAVEMENT 157 SO YD S77.041$ 12.095.28 S 23 TRUNCATED DOMES 294 SO FT 548.15 5 14.156.10 5 24 TRAFFIC CONTROL 0.06 1 LUMP SUM 578859.17 5 4,791,55 S 25 INSTALL SIGN SUPPORT 6 EACH 580.25 S 481.50 S 26 STORM DRAIN INLET PROTECTION 11 EACH 590.95 S 1.000.45 $ 27 STABILIZED CONSTRUCTION EXIT 0 LUMPSUM 55.200.33 S 312.02 5 28 COMMON TOPSOIL BORROW L 30 CUYD $47.06 S 1,411.80 S 29 SEEDING 0.15 ACRE $374.47 5 56.17 S 30 SEED MIXTURE 25-131 25 POUND $3.201 S 80.00 $ 31 HYDRAULIC NATURAL TACKIFIER 533 SQ YD SO.75 S 399.75 5 32 JEROSION CONTROL 0.06 LUMP SUM $3.210.00 3 192.60 5 33 PAVEMENT MESSAGE EPDXY 71 SOFT 55.73 S 406.83 5 34 4"SOLID LINE EPDXY 240 LIN FT 50.31 $ 74.40 S 35 24" SOLID LINE EPDXY 70 LIN FT 56.88 S 481.60 $ W 4" BROKEN LINE EPDXY 1.150 LIN FT $0.31 S 356.50 S 37 4" DOUBLE SOLID LINE EPDXY 2.250 LIN FT 50.62 5 1395.00 S 38 CROSSWALK EPDXY 324 SOFT S3.671S 1,189.08 5 ToUl Bid Schedule "E" $ 210,633.96 S SAMmicipalWelkdve ER3031PAY ESTIMATES\ER303 PE PE -5 PAY ESTIMATE i2 CITY OF ELK RIVER 2017 Street Improvements BID SCHEDULE -F' • LOCAL FUNDING ITEM NO. ITEM DESCRIPTION ESTIMATED QUANTITY UNIT CONTRACT UNIT PRICE CONTRACTAMOUNI USED TO DATE EXTENSION 1 MOBILIZATION 0.44 LUMPSUM $80250.00 5 35.310.00 0.20 S 16.050.00 2 CLEARING 0.1 ACRE 321696.20 S 2,169.82 S 3 CLEARING 2 TREE $183.37 S 366,74 3 5 550.11 4 GRUBBING 0.1 ACRE 514.363.70 S 1.436.37 $ 5 GRUBBING 3 TREE S103.91 S 311.73 1 S 103.91 6 REMOVE CURB AND GUTTER 2,629 LIN FT 53.23 $ 8,491.67 5 7 REMOVE SEWER PIPE STORM 166 LIN FT $11.05 $ 1,834.30 $ e IREMOVE CONCRETE PAVEMENT 6,942 1 SOFT 52.61 $ 18,110.62 95 $ 247.95 9 REMOVE CONCRETE WALK 990 son 52.09 S 2.069.10 3 10 REMOVE BITUMINOUS PAVEMENT 5,348 SOYD 54.43 S 23691.64 3,126 S 13,848.18 11 REMOVE RIPRAP 27 CUYD $38.67 5 1,044.09 27 S 1.044.09 12 SAWING CONCRETE PAVEMENT FULL DEPTH 728 LIN FT 53.16 S 2,300.48 79 S 24864 13 SAWING BITUMINOUS PAVEMENT FULL DEPTH 4767 LIN FT $1.96 S 9,438.66 869 S 1 720.62 14 SALVAGE SIGN SUPPORT 17 EACH S3745 S 636.65 $ 15 SALVAGECASTING 22 EACH S110.68 S 2A30.56 S- 16 SALVAGE MAILBOX SUPPORT 104 EACH 537.45 S 3894.80 $ 17 LANDSCAPE ALLOWANCE 1 ALLOWANCE S20.00.001 S 20.000.00 IS 18 REMOVE MISCELLANEOUS STRUCTURES 1 LUMP SUM $1,070.01 S 107001 S 19 SALVAGE MISCELLANEOUS STRUCTURES 1 LUMP SUM 51,07001 5 107001 S 20 COMMON EXCAVATION 3,707 CU YO $15.07 S 55.864.49 580 S 8,740.60 21 SUBGRADE EXCAVATION E 6,113 CUYD $16.60 S 101.475.80 267 5 6432.20 22 WATER 250 MGAL $27.82 S 6,95500 3 23 AGGREGATE BASE CLASSS 33 TON $2675 S 682.75 S 24 FULL DEPTH RECLAMATION 44 993 SO YD 51.50 S 67.469.50 4,462 S 669300 25 HAUL FULL DEPTH RECLAMATION LV 10,492 CUYD 59.00 S 94,426.00 477 S 4.293.00 26 HAUL FULL DEPTH RECLAMATION LV 10,492 CUYD 59.00 S 94.428.00 838 1 S ] 542.00 27 SHOULDER BASE AGGREGATE CLASS 2 50 TON 544.94 S 2,247.00 S 28 MILL BITUMINOUS SURFACE LS' 2.016 SQYD S1 84 S 5185.12 173 S 318.32 29 MILL BITUMINOUS SURFACE 5.964 $1.03 S 6.142.92 8 30 BITUMINOUS MATERIAL FOR TACK COAT 3,988 GALLON 52.51 5 10,009.68 1.090 3 2,735.90 31 TYPE SP 9.5 WEARING COURSE MIXTURE G 5,114 TON 548.75 5 249,30750 1506.24 S 73.42920 32 TYPE SP 9.5 WEARING COURSE MIXTURE 13,C 1,117 TON S50.35 S 58,240.95 5 33 TYPE SP 12.5 NON WEARING COURSE MIXTURE 2,0 6,618 TON 540.58 S 268,556.44 725.57 S 29.44163 34 TYPE SP 12.5 WEARING COURSE MIXTURE 2.B 2.5 -THICK 1.241 SO YD 513.14 S 16,306.74 121.3 5 1.593.88 35 TYPE SP 12.5 BITUMINOUS MIXTURE FOR PATCHING 695 TON 567.92 S 47204.40 533.92 S 36.263.85 36 15' CS PIPE CULVERT 64 UN FT $50.82 S 3.252.46 5 37 12'GS PIPE APRON 1 EACH 5248.58 S 248.58 1 S 248.58 38 15" GS PIPE APRON 6 EACH $276.20 S 1657.20 $ 39 15'RC PIPE APRON 3 EACH 5628.60 5 2,485.80 S 40 18" RC PIPE APRON 1 EACH 5883.84 S 003,84 S 41 24 -RC PIPE APRON 2 EACH $1,438.25 S 2,872.50 S 42 15" RC PIPE CULVERT DESIGN 3066 CLASS V 32 LIN FT 56619 S 2121.28 $ 43 12" RC PIPE SEWER DESIGN 3006 CLASS V 12 LIN FT $52.485 629.76 6 S 314.88 44 15" RC PIPE SEWER DESIGN 3006 CLASS V 73 LIN FT $53.03 S 3,871.19 52 S 2.75TS6 45 16" RC PIPE SEWER DESIGN 3006 CLASS 111 150 LIN FT $56.34 S 8,901.72 S 46 24" RC PIPE SEWER DESIGN 3006 CLASS III 74 LIN FT $62.97 S 4,659.78 5 47 12" HOPE PIPE SEWER- DIRECTIONAL DRILLED 137 LIN FT 5154.67 S 21.189.79 137 $ 21,189.79 46 ADJUST VALVE BOX 7 EACH 5303.02 S 2.126.74 S 49 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL 9 LIN FT 5441.92 S 4.012.63 3 S 1,325.76 50 CONSTRUCT DRAINAGE STRUCTURE DESIGN 48- 4020 30 LIN FT 5388.68 S 11739.60 14 S 5,41352 51 CONSTRUCT DRAINAGE STRUCTURE DESIGN 60- 4020 4 UN FT 5716.12 5 3.095.10 5 52 CASTINGASSEMBLY 9 EACH 5524.]8 S 4,723.02 S 53 INSTALLCASTING 22 EACH $110.48 S 2.430.56 S 54 ADJUST FRAME AND RING CASTING 7 EACH 5740.22 S 5,181.54 $ 55 SEAL CATCH BASIN 31 EACH 5155.15 S 4,609.65 S 56 RANDOM RIPRAP CLASS III 25 CUYD 5121.M S 2,98964 6 $ 729.18 57 GEOTEXTILE FILTER TYPE IV 86 SOYD S5.52 $ 474.72 2 S 11.04 58 4" CONCRETE WALK 25 SOFT 56.37 S 159.25 S 59 6" CONCRETE WALK 990 SOFT $].44 S 7365.60 S 60 CONCRETE CURB AND GUTTER DESIGN 8412 18.808 UN FT $11.721S 220406.32 5 S.W.nidpaMd8n.AERZIOMPAY ESTIMATES1ERM3 PE PE -6 PAY ESTIMATE R2 CIN OF ELK RIVER 2017 Street Improvements F "F" .I CICAI. RINnING ITEM NO. ITEM DESCRIPTION ESTIMATED QUANTITY UNIT CONTRACT UNITPRICE CONTRACTAMOUNI USED TO DATE EXTENSION 61 CONCRETE CURB AND GUTTER DESIGN 8618 2559 UNFT $12.79 S 32,729.61 STABNZINGAGGREGATE 1.5' CLEAR ROCK S 62 6" CONCRETE DRIVEWAY PAVEMENT 1,397 80 Y0 S52.97 5 73.999.09 513.13 S 63 T' CONCRETE DRIVEWAY PAVEMENT 106 SO YO $77.04 S 6,16624 S 3.526.36 5 64 8" CONCRETE DRIVEWAY PAVEMENT 73 SQ YO $57.76 S 4.217.94 5 65 CONCRETE DRAINAGE FLUME 61 SQ YD 5115.56 S 7.049.16 S Be TRUNCATED DOMES 170 SOFT $48.15 5 8,185.50 5 67 JBITUMINOUS CURB 1,710 1 LIN FT $2.141S 3,659.40 2,461 S 5,266.54 68 MAILBOXSUPPORT 15 I EACH SI01.65 5 1,524.75 5 69 INSTALL MAILBOX SUPPORT 104 EACH $42.80 S 4,451.20 5 70 TRAFFIC CONTROL 0.44 LUMPSUM 579,859.18 S 35138.04 S 71 INSTALL SIGN SUPPORT 17 EACH $W.25 S 1.364.25 5 72 ADJUST HANDHCLE 2 EACH $428.00 S 856.00 S 73 RIGID PVC LOOP DETECTOR & A' 4 EACH 5909.51 S 3.638.04 S 74 SILT FENCE. TYPE MS 2.280 LIN FT SL87 5 4.263.60 477 5 891.99 75 ISTORM DRAIN INLET PROTECTION 44 EACH I 590.95 S 4,001.80 6 5 545.70 76 SEDIMENT CONTROL LOG TYPE COMPOST 3450 1 LIN FT S1 9] S 6.451.50 S 77 STABIUZED CONSTRUCTION EXIT 0.44 LUMPSUM $5200.25 S 2.288.11 5 78 CULVERT END CONTROLS 2 EACH 524076 S 481.52 S 79 FERTILIZER TYPE 1 2.1]3 POUND $1.02 5 2.216.48 150 $ 153.00 80 COMMON TOPSOIL BORROW LV 1,092 CUYD 535.85 $ 39148.20 155 5 5.556.75 81 SEEDING 7 ACRE 5374.50 $ 2,640.23 0.38 S 142.31 82 SEEDMIXTURE 25-131 1.549 POUND $3.20 S 4,956.80 83 $ 265.60 83 IEROSION CONTROL BLANKETS CATEGORY 3 3,125 BOYD 51.55 S 4.643.75 100 1 S 155.00 U HYDRAULIC NATURAL TACIOFIER - 30,922 1 BOYD SO.75i $ 23.191.50 1.615 1 5 1.361.25 85 EROSION CONTROL 0.44 LUMPSUM $3,210.02 $ 1,412.41 S Be PAVEMENT MESSAGE EPDXY 45 SO FT $5.73 S 257.85 S 87 4" SOUD LINE EPDXY 2959 LIN FT 50.31 5 917.29 S 88 24' SOLID LINE EPDXY 43 LIN FT $8.88 S 295.84 S 89 4" BROKEN UNE EPDXY 622 LIN FT $0.31 5 192.82 S 90 4" DOUBLE SOLID UNE EPDXY 1.180 LIN FT 50.62 5 731.60 5 91 CROSSWALK EPDXY 270 SO FT I 53.67 5 990.90 5 TAMI Bid SN182u10"F" $ 1,824,961.43 5 255,628.53 SCHEDULE G -LOCAL FUNDING FIELD CHANGE DIRECTIVE ITEM NO. ITEM DESCRIPTION ESTIMATED QUANTITY UNIT CONTRACT UNIT PRICE ICONTRACTAMOUNT1 USED TO DATE EXTENSION 1 COMMON EXCAVATION CY $27.35 430.00 S 11760.50 2 STABNZINGAGGREGATE 1.5' CLEAR ROCK TON 436.52 32778 5 11.970.53 3 4"ORAIN TILE LF 513.13 513 5 6.735.69 4 GEOTEXTILE FABRIC SV 62.74 1.287 S 3.526.36 S 33,993.10 SAMuulap0A.110VOPER303WAY ESTIMATES1ERW3 PE PE -7 PAY ESTIMATE #2 CITY OF ELK RIVER 2017 Street Improvements SUMMARY OF WORK COMPLETED TO DATE Bid Schedule"A" Bid Schedule "B" Bid Schedule "C" Bid Schedule "D" Bid Schedule "E" Bid Schedule "F' Schedule "G" TOTAL WORK COMPLETED TO DATE S'\Mwidpa11AelhdvedER3031PAY ESTIMATES1ER303 PE PE -8 E 460,720.25 E 279,207.53 S 500,287.45 $ 161,999.61 $ 581,585.06 $ 307,425.81 8 199,447.07 $ $ 210,633.96 $ $ 1,824,961.43 $ 255,628.53 $ 33,993.10 E 1,038,264.58