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4.3. SR 10-16-2017 EGty1� ,.,�� Request for Action River To Item Number Mayor and City Council 4.3 Agenda Section Meeting Date Prepared by Consent October 16, 2017 Justin Fe rite 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 6 North Valley,Inc. $535,389.78 2017 Trail Improvements 2 North Valley,Inc. $38,753.78 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 b 0 z U C ¢ O L m p 0oh W � 3� m Q u � T b N Vi DD V1 O � OVp� a t` O O 0\ � b N T 00 r e V O� O O V VO O G RT'O C p r m0 n Obi � 609 at AN e h �> VE �W U V y2�v_ E< d C O O C V 4 Q d C U p V 6L ip D i L [� V fA Yi Vi 69 Vf 4A 6H 69 FA 69 69 O C O O U T W H L G n i F d � p m s ' •] N � 3 i O N N o c+ W N a oo p: 'O � nom W' Q 3m m �Waa� c a> A U> 0 ww a e Uz==°e u U x x �C�aw a w zaz 3 _z m .] m ow 7 v O U Ns � ozvFx aa W< a Q 7 O N U Z h a W zz a O z W W .z. z W 3 d 0 C ¢ O L m p 0oh W � 3� m Q u � T O � OVp� O U O O V VO O G RT'O C V b m0 n � Q AN e �Ec=0 UZ.` �> VE �W U V y2�v_ E< d O C V Q d C U p V 6L ip D i L N O U L^ O V N U f GU C v C p F O O U T W W N � N N N N oo p: 'O V Q O m m L O U O Q 7 O N fU Q z Z U a Z h a W zz a O z W W .z. z W 3 d 0 p y N W a OOj m G V T y vV. = E u 2:E. 3�L� J o =op OO V vi � v0i C y C 3 pp.vOi�L ¢ O L m p 0oh W � 3� m Q u 3 U O a 6 u g T O � OVp� O V VO O G RT'O C V m0 n w v, po�g r`Ru3WG�� Q e �Ec=0 UZ.` �> VE �W U V y2�v_ E< d O C V Q d C U p V 6L ip D i L O U L^ O V N U f GU C v C p F C^ p V v❑ O U T W PAY ESTIMATE #6 CITY OF ELK RIVER 2017 Street Improvements BID SCHEDULE 'A" - S.A.P. 204,113-016.ORONO PARKWAY ITEM NO. ITEM DESCRIPTION ESTIMATED QUANTITY UNIT CONTRACT UNIT PRICE CONTRACT AMOUNT USED TO DATE EXTENSION 1 MOBILIZATION 0.13 LUMP SUM S80,250.]1 $ 10432.60 0.13 $ 10432.60 2 CLEARING 1 TREE $1564.72 $ 1564.72 3 $ 6694.16 3 GRUBBING / TREE $586.78 $ 586.78 3 4 REMOVE CURB AND GUTTER 4730 LIN FT $3.23 15277.90 4,818 $ 15562.14 5 REMOVE CONCRETE PAVEMENT 990 SOFT $2.61 258390 1,168 3048.48 6 REMOVE CONCRETE WALK 750 SO FT $2.08 $ 1,567 SO 947 S 1.979.23 ] ISAWING CONCRETE PAVEMENT FULL DEPTH SO I LIN FT $3.161$ 28440 90 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 50 LIN FT $16.05 802.50 TO $ 1123.50 10 SALVAGE SIGN SUPPORT 3 EACH $26.15 $ 80.25 2 $ 53.50 11 SALVAGE CASTING 13 EACH $110.48 S 1436.24 13 $ 1436.26 12 SUBGRADE EXCAVATION EV 160 CU YD $11.73 1876.80 211 $ 2475.03 13 WATER 100 MGAL $27.82 2782.00 66 $ 1836.12 14 FULL DEPTH RECLAMATION 17388 SQ YD 1.35 $ 23473.80 17388 1 $ 23473.80 15 HAUL FULL DEPTH RECLAMATION LV 2801 CUYD 7.14 $ 19999.14 2,801 $ 19999.14 16 HAUL FULL DEPTH RECLAMATION LV 416 CUYD 7.14 2970.24 344 S 2456.16 17 MILL BITUMINOUS SURFACE 19 SOYD $26.75 508.25 19 508.25 18 BITUMINOUS MATERIAL FOR TACK COAT 850 GALLON $2.51 2025.57 700 $ 1]57.00 19 TYPE SP 9.5 WEARING COURSE MIXTURE 28 613 TON $50.06 $ 25680.78 468 $ 23428.08 20 TYPE SP 12.5 WEARING COURSE MIXTURE 3C 1,756 TON 547.02 $ 82567.12 1822.62 85699.59 21 TYPE SP 12.5 NON WEARING COURSE MIXTURE 38 2194 TON 541.31 $ 90634.14 2106.48 87018.69 Z2 15' RC PIPE SEWER DESIGN 3506 CLASS V 103 LIN FT 553.03 $ 5482.09 94 4984.82 23 CONNECT TO EXISTING STORM SEWER 8 EACH 51988.64 S 15909.12 8 15909.12 24 ADJUST VALVE BOX 5 EACH 5503.82 S 1519.10 6 $ 1822.92 25 CONSTRUCT DRAI NAGE STRUCTURE DESIGN SPECIAL 6 LIN FT $441.92 2651.52 10 $ 4419.20 26 CONSTRUCT DRAINAGE STRUCTURE DESIGN 48 - 4020 38 LIN FT S419.82 $ 15911.18 44 $ 18472.08 27 CASTING ASSEMBLY 10 EACH 52618 $ 5247.80 13 $ 6822.14 28 ADJUST FRAME AND RING CASTING 17 EACH $740.22 S 12583.74 23 17025.06 29 SEAL CATCH BASIN 13 EACH $155.15 S 2016.95 24 3723.60 30 4'CONCRETEWALK 380 SOFT $6.37 2420.60 515 $ 3,280.55 31 G'CONCRETEWALK 705 SOFT $7.44 S 5245.20 536 $ 3987.84 32 CONCRETE CURB AND GUTTER DESIGN B6IB 4730 LIN FT $12.79 $ 60496.70 4.818 $ 61822.22 33 8' CONCRETE DRIVEWAY PAVEMENT 177 SO YD $57.]8 10227.06 142.5 $ 8.233.651 34 TRUNCATED DOMES 100 SOFT WAS 4815.00 75 $ 3611.25 35 INSTALL SALVAGED FENCE 50 LIN FT $26.]5 1,337.50 TO 1872.50 36 TRAFFIC CONTROL 0.13 LUMPSUM $79859.23 1038110 0.13 10381.70 37 INSTALL SIGN SUPPORT 3 EACH S80.25 24015 2 160.50 38 STABILIZED CONSTRUCTION EXIT 0.13 LUMP SUM S5.20e23 5 676.03 39 FERTILIZER TYPE 1 Z28 POUND $1.02 $ 232.56 228 $ 232.56 40 COMMON TOPSOIL BORROW LV 270 CUYD $32.12 $ 8672.40 249 ]99].88 41 SEEDING 1.25 ACRE $374.50 S 468.13 1.25 S 468.13 42 SEED MIXTURE 25-131 126 POUND $3.20 403.20 126 S 403.20 43 HYDRAULIC NATURAL TACKIFIER 2,760 SO YD $0.75 2070.00 2,760 $ 2070.00 44 EROSION CONTROL 0.13 LUMPSUM $3210.00 417.30 0.13 417.30 45 PAVEMENT MESSAGE EPDXY 30 SOFT $513 S 171.90 30 171.90 46 4' SOLID LINE EPDXY 5,535 LIN FT SO.31 S 1715.85 5,396 $ 1672.76 47 24'SOLID LINE EPDXY 02 LIN FT .88 288.96 40 275.20 48 4' DOUBLE SOLI D L HE EPDXY 345 LIN FT$0.62 213.90 345 213.90 49 CROSSWALK EPDXY 432 SO FT $3.67 1.58 432 1,585.44 Total Bid Schedule "A' $ 460.720.25 $ 411.067.61 SAMwicipaMebNer1ER30MPAY ESTIMATES\ERXG PE PE -1 PAY ESTIMATE #6 CITY OF ELK RIVER 2017 Street Improvements BID SCHEDULE B'- S.A.P.2p"129001 - JOPLIN STREET ITEM NO. ITEM DESCRIPTION ESTIMATED QUANTITY UNIT CONTRACT UNIT PRICE CONTRACT AMOUNT USED TO DATE EXTENSION I MOBILIZATION 0.17 LUMPSUM $80250.80 $ 12037.62 0.17 $ 13642.64 2 REMOVE CURB AND GUTTER 5215 LIN FT $3.23 $ 168".45 5,202 16802.46 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 18328 ] ISAWING BITUMINOUS PAVEMENT FULL DEPTH 311 LIN FT $1.98 $ 615.78 311 $ 615.76 8 SALVAGE SIGN SUPPORT 12 1 EACH $26.75 S 321.00 18 $ 481.50 9 SALVAGECASTING 9 EACH $110.48 994.32 12 $ 1325.76 10 SUBGRADE EXCAVATION EV an CU YD $19.56 $ 17017.20 1,106 21613.80 11 WATER 150 MGAL S27.82 E 4113.00 36 i DD1.52 12 FULL DEPTH RECLAMATION 18008 SO YD $1.39 25031.12 18008 $ 25031.12 13 HAUL FULL DEPTH RECLAMATION LV 4121 CU YD $6.49 $ 26 745.29 4121 & 26 ]45.29 14 HAUL FULL DEPTH RECLAMATION LV 2608 CUYD 6.49 $ 16925.92 2608 $ 16925.92 15 MILL BITUMINOUS SURFACE 2' 64 SO YD $9.63 $ 616.32 64 $ 816.32 16 MILL 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 ITYPE SP 9.5 WEARING COURSE MIXTURE 2B 465 TON $49.85 S 23180.25 436.88 21 T78.47 19 TYPE SP 12.5 WEARING COURSE MIXTURE 3C 2051 TON $46,04 94428.04 2161.55 E 9951].]6 20 TYPE SP 12.5 NON WEARING COURSE MIXTURE 3B 2,250 TON "an $ 91620.00 2320.24 S 94480.17 21 TYPE SP 12.5 BITUMINOUS MIXTURE TO R PATCHING 10 TON $197.95 1979.50 16.96 $ 3357.23 22 ADJUSTVALVEBOX 6 EACH $513.54 3081.24 6 3081.24 23 INSTALL CASTING 12 EACH $110.48 $ 132516 12 $ 1325.76 24 ADJUST FRAME AND RING CASTING 5 EACH $740.22 E 3701.10 8 $ 5921.76 25 SEAL CATCH BASIN 12 EACH $155.15 1861.80 12 $ 1861.80 26 4'CONCRETEWALK 1752 SOFT $6.37 $ 11160.24 2,201 14020.37 27 6' CONCRETE WALK 1175 SOFT $7.4t 8742.00 2,379 17699.76 28 ICONCRETE CURB AND GUTTER DESIGN 8618 5.215 LIN FT $12.n $ 66699.85 5,177 $ 88213.83 29 T CONCRETE DRIVEWAY PAVEMENT 58 SO YD $77.04 $ 4468.32 103.7 7989.05 30 TRUNCATED DOMES 220.0 SOFT $a.15 10593.00 292 14059.60 31 TRAFFIC CONTROL 0.15 LUMP SUM $79859.20 11 978.88 0.15 S 11 978.88 32 INSTALL SIGN SUPPORT 9 EACH $50.25 $ 722.25 18 33 ADJUST HANDHOLE 2 EACH $428.00 $ 856.00 1 is 428.00 34 RIGID PVC LOOP DETECTOR VA' 4 EACH 90951 S 3638.04 1 909.51 35 STORM DRAIN INLET PROTECTION 13 EACH $90.95 $ 1182.35 13 1182.35 W STABILIZED CONSTRUCTION EXIT 0.15 LUMP SUM $5200.27 $ 780.04 0.0 37 FERTILIZER TYPE I 3DD POUND $1.02 306.00 300 $ 306.00 38 COMMON TOPSOIL BORROW LV 330 CU YD Su25 11302.50 354 12124.50 39 SEEDING i ACRE $374.51 374.51 1 374.51 40 SEED MIXTURE 25-131 165 POUND $3.20 528.00 165 $ Mew 41 HYDRAULIC NATURAL TACKIFIER 3630 SOYD $0.75 $ 2722.50 3.630 $ 2722.50 42 EROSION CONTROL 0.15 LUMP SUM $3210.07 $ 481.51 0.15 $ 481.51 43 PAVEMENT MESSAGE EPDXY 99 SOFT $5.73 567.27 99 587.27 " 4 -SOLID LINE EPDXY 770 LIN FT $0.31 238.70 45 24' SOLID LINE EPDXY 118 LIN FT $6.88 $ 811.84 156 1 0]3.28 46 4^ BROKEN LINE EPDXY 960 LIN FT SO.31 297.60 880 E 2]2.80 4t 4"DOUBLE SOLID LINE EPDXY 2210 LIN FT $0.62 $ 1370.20 2183 1353.46 48 CROSSWALK EPDXY IBM SOFT $3.67 $ 8870.24 1802 5879.34 Total Bid Schedule "B" $ 600.287.45 $ 5%.459.98 SAMunicipalWelkmerlER3031PAY ESTIMATES1ER303 PE PE - 2 PAY ESTIMATE #6 CITY OF ELK RIVER 2017 Street Improvements BID SCHEDULE'C'. S ♦ P. 204131-001. BUSINESS CENTER DRIVE REN NO. REM DESCRIPTION ESTIMATED QUANTITY UNIT CONTRACT UNIT PRICE CONTRACT AMOUNT USED TO DATE EXTENSION 1 MOBILIZATION 0.17 LUMP SUM $80,250.82 13642.64 0.17 $ 13642.64 2 REMOVE CURB AND GUTTER 3490 LIN FT $3.23 $ 112]2.]0 3,579 $ 11560.17 3 REMOVE CONCRETE PAVEMENT 1016 SOFT $2.61 E 2651.76 1,318 $ 3,439.98 4 REMOVE CONCRETE WALK 2468 SOFT $2.09 5158.12 3,951 S 8257.59 5 SAWING CONCRETE PAVEMENT FULL DEPTH m LIN FT $3.16 $ 265.44 m $ 285.44 6 SAWING BITUMINOUS PAVEMENT FULL DEPTH 125 LIN FT $1.98 $ 247.50 125 $ 247.50 ] ISALVAGE SIGN SUPPORT 5 EACH $37.45 $ 187.25 14 $ 524.30 8 SALVAGE CASTING 15 EACH S107.00 160500 18 1712.0 9 SUBGRADE EXCAVATION EV 2167 CU YD $18.54 40176.18 3,673 68097.42 10 WATER 150 MGAL $27.82 $ 4,173.00 W $ 1,669.20 11 FULL DEPTH RECLAMATION 21,725 Sam $1.21 26287.25 21,725 28287.25 12 HAUL FULL DEPTH RECLAMATION LV ]409 CU YD S6.26 S 46380.36 7479 46818.54 13 HAUL FULL DEPTH RECLAMATION LV 7024 CU YD S6.25 43900.00 7278 $ 45487.50 14 MILL BITUMINOUS SURFACE 2' 44 BOYD $9.63 S 423.72 44 S 423.72 15 BITUMINOUS MATERIAL FOR TACK COAT 1200 GALLON $2.51 $ 3012.00 1,025 $ 2572.75 18 ITYPE SP 12.5 WEARING COURSE MIXTURE 3C 2.613 1 TON $45.99 $ 120171,87 2651.43 $ 121939.27 17 TYPE SP 12.5 NON WEARI NO COURSE MIXTURE 38 3,264 TON $41.24 $ 134607.36 3095.55 $ 127660.48 18 ADJUSTVALVEBOX 15 EACH $513.54 $ 7703.10 16 8216.64 19 INSTALL CASTING 15 EACH S324.48 4867.20 28 9085.46 20 ADJUST FRAME AND RING CASTING 11 EACH $740.0 8142.42 14 $ 10363.08 21 SEAL CATCH BASIN 15 EACH $155.15 2327.25 16 2482.40 22 4'CONCRETEWALK 2238 SOFT $6.37 14256.06 3.195 20352.15 23 VCONCRETEWALK 230 SOFT 7.46 S 1711.20 ]W $ 5624.64 24 CONCRETE CURB AND GUTTER DESIGN B618 3490 LIN FT $12.79 $ 44637.10 3,609 E 48159.11 25 T CONCRETE DRIVEWAY PAVEMENT 114 SO YD $77.N 8782.56 150 115511.00 26 8' CONCRETE DRIVEWAY PAVEMENT 40 SO YO $57.78 2311.20 SDA $ 2912.11 27 TRUNCATED DOMES 56 SO FT $48.15 $ 2896.40 34 1,637.10 28 TRAFFIC CONTROL 0.17 LUMPSUM $n.859.18 13576.06 0.17 $ 13576.06 29 INSTALL SIGN SUPPORT 5 EACH $80.25. S 401.25 14 E 1123.50 30 STORM DRAIN INLET PROTECTION 17 EACH $90.95 1546.15 38 3274.20 31 STABILIZED CONSTRUCTION ENTRANCE 0.17 LUMP SUM $5,20D.28 884.05 0 32 FERTILIZER TYPE 1 72 POUND $1.02 S 73.44 72 $ 73.44 33 COMMON TOPSOIL BORROW LV 130 CUYD $34.25 $ 4AU.W 163 $ 5582.75 34 SEEDING 0.25 ACRE $374.48 93.62 0.25 93.62 35 ISEED MIXTURE 25-131 40 POUND $3.20 128.00 40 $ 128.W 36 HYDRAULIC NATURAL TACKIFIER 871 SQ YD $0.75 $ 653.25 871 $ 65325 37 EROSION CONTROL 0.17 LUMP SUM S3.210.00 S 515.70 0.17 545.70 38 PAVEMENT MESSAGE EPDXY 192 SO FT 1 $5.73 $ 1100.16 192 $ 1.1m.16 39 4' SOLID LINE EPDXY 5.912 LIN FT $0.31 $ 1832.2 6100 1906.50 40 24' SOLID LINE EPDXY S2 LIN FT $6.88 $ 564.16 76 522.88 41 4' BROKEN LINE EPDXY 649 LIN FT $0.31 $ 201.19 580 $ 173.W 42 4' DOUBLE SOLID LINE EPDXY 3170 LIN ET $0.62 $ 1965.40 4203 2605.88 43 CROSSWALKEPDXY 537 SO ET $3.67 $ 1970.79 612 $ 2246.04 TONI Bid Schedule" ' S 581.555.06 S 632.599.96 S1MunicipacAeM eiftER3031PAY ESTIMATESIERW3 PE PE -3 PAY ESTIMATE #6 CITY OF ELK RIVER 2017 Street Improvements RID SCHEDLILE'D'. S♦P 29 6149 0 91. 193RD AVENUE ITEM NO. REM DESCRIPTION ESTIMATED QUANTITY UNIT CONTRACT UNIT PRICE CONTRACT AMOUNT USED TO DATE EXTENSION 1 MOBILIZATION 0.05 LUMPSUM $80250.80 $ 4012.54 0.D5 $ 4012.54 2 REMOVE CURB AND GUTTER 16 LIN FT $21.40 342.40 i6 342.40 3 REMOVE SEWER PIPE STORM 133 LIN FT $11.05 $ 1469.65 133 $ 1469.65 4 REMOVE CONCRETE PAVEMENT 102 SOFT $2.61 $ 26622 102 $ 266.22 5 REMOVE BITUMINOUS PAVEMENT 450 SO YD $3.89 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 LIN FT $3.16 $ 53.72 17 $ 53.]2 8 SAWING BITUMINOUS PAVEMENT FULL DEPTH 298 LIN FT $1.98 $ 590.00 298 $ 590.04 9 SALVAGE MAILBOX SUPPORT 14 EACH $37.45 $ 524.30 14 $ 524.30 10 SUBGRADE EXCAVATION EV 676 CUYD $12.53 8470.28 384 4811.52 11 WATER 70 MGAL 27.82 $ 1947.40 12 FULL DEPTH RECLAMATION 6 DD7 Sam $1. $7,98131 BOW $ 7,989.31 13 HAUL FULL DEPTH RECLAMATION LV 1736 CUYD S6.18 10728.48 1,660 10258.80 14 HAUL FULL DEPTH RECLAMATION LV 1,736 CU YD S6,18 10 ]28.48 1.730 $ 10 691.40 15 MILL BITUMINOUS SURFACE 1.5' 24 SO YD $26.75 $ 642.00 24 $ 642.00 16 BITUMINOUS MATERIAL FOR TACK COAT 350 GALLON $2.51 $ 878.50 320 $ 803.20 17 TYPE SP 9.5 WEARING COURSE MIXTURE 2C 529 TON $47.87 25323.23 502.5 24054.68 18 TYPE SP 12.5 NON WEARING COURSE MIXTURE 28 882 TON $Q.23 $ 35482.86 908.2 $ 36536.89 19 TYPE SP 12.5 WEARING COURSE MIXTURE 28 2.F THICK 323 SOYD $11.74 $ 3]92.02 340.7 $ 3999.82 20 1S'RC PIPE APRON 1 EACH $U8.60 828.60 1 828.60 21 12' RC PIPE SEWER DESIGN 3006 CLASS V 6 LIN FT $52.a $ 314.88 6 $ 314.88 22 15' RC PIPE SEWER DESIGN 3006 CLASS V 91 LIN FT $5303 4825.]3 91 4825.)3 23 ADJUSTVALVEBOX 2 EACH $303.82 $ 607.64 $ 24 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL 3 LIN FT $441.92 1325.76 3 1325.78 25 CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4020 15 LIN FT $524.78 7661.79 14.6 $ 7681.79 26 CASTING ASSEMBLY 4 EACH $524.78 2099.12 4 2099.12 27 ADJUST FRAME AND RING CASTING 2 EACH $110.48 It 220.96 2 220.96 28 SEAL CATCH BASIN 4 EACH $155.15 $ 620.60 4 $ 620.60 29 CONCRETE CURB AND GUTTER DESIGN B412 3,511 LIN FT 11.]2 41148.92 3,520 4125,L40 30 6' CONCRETE DRIVEWAY PAVEMENT 144 SDYO $52.97 7627.68 147.5 7813.08 31 INSTALL MAILBOX SUPPORT 14 EACH $42.80 $ 599.20 14 $ 599.20 32 TRAFFIC CONTROL 0.05 LUMP SUM $79859.20 $ 3992.96 0.05 $ 3992.96 33 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 $240.75 240.75 37 FERTILIZER TYPE I 261 POUND $1.02 $ 266.22 261 $ 266.22 SB COMMON TOPSOIL BORROW LV 106 CY $34.25 $ 513].50 106 $ 5137.50 39 SEEDING 1 ACRE $374.51 $ 370.76 1 It 374.51 40 SEED MIXTURE 25131 191 POUND $3.20 $ 611.20 191 $ 611.20 41 HYDRAULIC NATURAL TACKIFIER d 06 SO YD $0.75 $ 3151.60 4,206 $ 3154.50 42 EROSION CONTROL 0.05 LUMPSUM $3210.00 It 100.50 0.05 $ 160.50 TOMI Bid Schedule "D' $ 199.47.07 E 191.491.26 S:1Mu9k:IpeMNkweA R30MPAY ESTIMATEMER303 PE PE - 4 PAY ESTIMATE #6 CITY OF ELK RIVER 2017 Street Improvements gin 6[NFOIILF•F•.S A P lfl ti6001.FVANSSTYFET ITEM NO. ITEM DESCRIPTION ESTIMATED QUANTITY UNIT CONTRACT UNIT PRICE CONTRACT AMOUNT USED TO DATE EXTENSION 1 MOBILIZATION 0.06 LUMP SUM $80250.83 681505 0.06 $ 4815.05 2 REMOVE CURB AND GUTTER 2160 LIN FT $5.20 $ 11232.00 1690 8788.00 3 REMOVE CONCRETE PAVEMENT 1,412 SQ FT $1.46 2061.52 1878.3 $ 2762.32 4 REMOVE CONCRETE WALK 2,230 SOFT $1.09 2430.70 $ 5 REMOVE BITUMINOUS PAVEMENT 774 SQ YO $4.84 $ 3,746.16 515 2492.60 6 SAWING CONCRETE PAVEMENT IFULL DEPTH 230 LIN FT S3.16 S 726.80 54 $ 170.64 7 SAWING BITUMINOUS PAVEMENT FULL DEPTH 360 I LIN FT S2.091 S 752.40 2.321 1850.89 8 SALVAGE SIGN SUPPORT 6 EACH $37.45 $ 224.70 9 SALVAGE CASTING II EACH $107.00 $ 1177.00 13 1391.00 10 MILL BITUMINOUS SURFACE 1.5' 1544 SO YD $1.95 3010.80 S 11 MILL BITUMINOUS SURFACE 8,330 SQYD $0.59 $ 4914]0 12 BITUMINOUS MATERIAL FOR TACK COAT 883 GALLON $2.51 $ 2216.33 13 TYPE SP 9.5 WEARING COURSE MIXTURE C 1530 TON S47.87 73,241.10 14 TYPE SP 12.5 BITUMINOUS MIXTURE FOR PATCHING 185 TON $59.82 $ 11088.70 69.3 $ 2949.13 15 ADJUSTVALVEBOX 5 1 EACH $441.921 $ 2209.60 16 INSTAL -CASTING 11 EACH $110.48 1215.28 13 1436.26 17 ADJUST FRAME AND RING CASTING 2 EACH $994.32 $ 1988.64 $ 18 SEAL CATCH BASIN 11 EACH $155.15 $ 1]Ofi.fi5 13 2016.95 19 4'CONCRETEWALK 1400 SOFT $6.37 8918.00 $ 20 G'CONCRETE WALK 870 SOFT $7.44 $ 6472.80 21 CONCRETE CURB AND GUTTER DESIGN 8618 2160 LIN FT $12.79 $ 27626.40 1,690 21615.10 22 T CONCRETE DRIVEWAY PAVEMENT 157 SO YD $n.04 12095.28 168.3 $ 12965.83 23 ITRUNCATED DOMES 296 1 SOFT $48.15 $ 14156.10 26 TRAFFIC CONTROL 0.C6 LUMP SUM $79859.17 4791.55 0.06 $ 4791.55 25 INSTALL SIGN SUPPORT 6 EACH $80.25 481.50 26 STORM DRAIN INLET PROTECTION 11 EACH $90.95 S 1 OMA& 8 $ 727.60 27 STABILIZED CONSTRUCTION EXIT 0 LUMP SUM $5,200.33 312.02 28 COMMON TOPSOIL BORROW LV 30 CU YD $47.06 1411.80 S 29 SEEDING 0.15 ACRE $374.47 S 56.17 30 SEED MIXTURE 2&131 25 POUND S3.20 S 80.00 31 1 HYDRAULIC NATURAL TACKIFIER 633 1 SO YD 50.75 $ 399]5 32 EROSION CONTROL 0.06 LUMP SUM $3210.00 $ 192.60 0A6 192.60 33 PAVEMENT MESSAGE EPDXY 71 SO FT S5.73 406.83 34 4' SOLID LINE EPDXY 240 LIN FT 50.31 $ 76.40 $ 35 2B SOLID LINE EPDXY 70 LIN FT $6.88 $ 481.60 36 4' BROKEN LINE EPDXY 1 150 LIN FT $0.31 356.50 $ 37 4' DOUBLE SOLID LINE EPDXY 2,250 LIN FT 50.82 $ 1395.00 $ 38 CROSSWALK EPDXY 324 SOFT $3.671s 1109.08 Total Bid Schedule 'E' $ 210833.98 It 71,945.50 S:1MuNcIraMelkrveAEMnPAY ESTIMATE&ER303 PE PE -5 PAY ESTIMATE p6 CITY OF ELK RIVER 2017 Street Improvements RID SCHFDULE 7P'. LOCAL FUNDING ITEM NO. ITEM DESCRIPTION ESTIMATED QUANTITY UNIT CONTRACT UNIT PRICE CONTRACT AMOUNT USED TO DATE EXTENSION 1 MOBILIZATION 0.44 LUMPSUM S80,250.00 $ 35310.00 0.44 35310.00 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 $14,30.](1 1436.37 0.1 $ 1436.37 5 GRUBBING 3 TREE $10.91 $ 311.73 5 $ 519.55 6 REMOVE CURB AND GUTTER 2,629 LIN FT $3.23 8491.67 2622 7823.06 7 REMOVE SEWER PIPE STORM 166 LIN FT $11.05 1836.30 166 $ 1834.30 8 REMOVE CONCRETE PAVEMENT 6.942 1 SOFT S2.611 S 18118.62 8834 17,8W 74 9 REMOVE CONCRETE WALK 99D SOFT S2.09 $ 2069.10 757 1502.13 10 REMOVE BITUMINOUS PAVEMENT 5348 SO YD $4.43 23691.66 8207.5 27499.23 11 REMOVE RIPRAP 27 CUYD $38.87 1044.09 27 1046.09 12 SAWING CONCRETE PAVEMENT FULL DEPTH 728 LIN FT 53.18 $ 2300.48 725 229100 13 SAWING BITUMINOUS PAVEMENT FULL DEPTH 4767 LIN FT $1.98 9438.66 5,767 11418.65 14 SALVAGE SIGN SUPPORT 17 EACH $37.45 636.65 11 411.95 15 SALVAGE CASTING 22 EACH $110.4 2430.56 16 $ 1546.72 16 SALVAGE MAILBOX SUPPORT 104 EACH $37.45 3894.80 104 3894.80 17 LANDSCAPE ALLOWANCE 1 ALLOWANCE $20.000.00 20000.00 $ - 18 REMOVE MISCELLANEOUS STRUCTURES 1 LUMPSUM $1070.01 $ 1070.01 1 S 1070.01 19 SALVAGE MISCELLANEOUS STRUCTURES 1 LUMPSUM $1070.01 $ 1070.01 1 1070.01 20 COMMON EXCAVATION EV 3,707 CUYD $15.07 $ 55864.49 3,041 45827.87 21 SUBGRADE EXCAVATION EV 6,113 CUYD $16.w 101475.80 6,739 111867.40 22 WATER 250 MGAL $27.82 695500 51 1418.82 23 AGGREGATE BASE CLASS 5 33 TON $26.75 882.75 $ 24 FULL DEPTH RECLAMATION 44993 SO YD $1.50 67489.0 45,074 67611.00 25 HAUL FULL DEPTH RECLAMATION LV 10,492 CUYD $9.00 $ 94428.00 10,492 94428.00 26 IHAUL FULL DEPTH RECLAMATION (LVI 10.492 CUYD saw $ 94428.00 11,756 105804.00 27 SHOULDER BASE AGGREGATE CLASS 2 0 TON .94 $ 2247.00 74.36 3361.76 28 MILL BITUMINOUS SURFACE 1.6 2,818 SO YD $1.84 5185.12 3.216 $ 5917.44 29 MILL BITUMINOUS SURFACE 5.964 $1.03 8142.92 6,774 $ 5947.22 30 BITUMINOUS MATERIAL FOR TACK COAT 3,988 GALLON $2.51 $ 1009.88 3,255 8170.05 31 TYPE SP 9.5WEARING COURSE MIXTURE 2C 5,114 TON $48.75 $ 249307.0 3390.28 165276.15 32 TYPE SP 9.5WEARING COURSE MIXTURE 3C 1,117 TON $0.35 $ 0240.95 1100.92 55426.29 33 TYPE SP 12.6 NON WEARING COURSE MIXTURE 2B 6,618 TON $40.58 2050.44 6713.71 272UZW 34 TYPE SP 12.5 WEARING COURSE MIXTURE (2,B) 2.5' THICK 1,241 SO YD $13.14 16 306.74 1 714.4 22 527.22 W TYPE SP 12.5 BITUMINOUS MUCTURE FOR PATCHING 895 TON $67.92 47204.40 817.64 $ 0527.32 15' CS PI PE CULVERT 64 LIN FT 0.82 3252.48 64 3252.48 12' GS PIPE APRON 1 EACH 248.0 $ 248.58 1 $ 248.0 15'GS PIPE APRON 6 EACH $276.20 $ 107.20 6 1657.20 1S RC PIPE APRON 3 EACH $828.0 $ 2485.80 2 1657.20 r3M 18'RC PIPE APRON 1 EACH 883.84 03.84 2 $ 1767.68 24'RC PIPE APRON 2 EACH 1436.25 2872.0 $iS RC PIPE CULVERT DESIGN3006 CLASS V 32 LIN FT 6629 2 121.28 32 2121.28 12' RC PIPE SEWER DESIGN 3006 CLASS V 12 LIN FT .48 $ 62976 12 62976 1 S RC PIPE SEWER DESIGN 306 CLASS V 73 LIN FT S53.03 3871.19 53 s 3075.74 45 18' RC PIPE SEWER DESIGN 3006 CLASS III 158 LIN FT sw.ml S 8901.72 140 $ 7887.0 46 24' RC PIPE SEWER DESIGN 3006 CLASS III 74 LIN FT 562.9] 460.78 $ 47 12' HOPE PIPE SEWER- DIRECTIONAL DRILLED 137 LIN FT $15,1.67 21189n 137 S 21189.79 48 ADJUSTVALVESOX 7 EACH $303.82 $ 2126.74 8 2430.0 49 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL 9 LIN FT $441.92 $ 4012.63 6 2651.52 0 CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4020 30 LIN FT $396.68 11739.60 21.49 8009.75 51 CONSTRUCT DRAINAGE STRUCTURE DESIGN 60-4020 4 LIN FT $718.12 3095.10 4.31 3095.10 52 CASTING ASSEMBLY 9 EACH $524.78 4723.02 10 $ 5247.80 0 INSTALL CASTING 22 EACH $110.48 2430.0 16 $ 1546.72 54 ADJUSTFRAME AND RING CASTING 7 EACH 740.22 5181.54 5 $ 3]01.10 0 SEAL CATCH BASIN 31 EACH 10.15 $ 4809.0 24 3723.0 0 RANDOM RIPRAP CLASS III 25 CUYD $121.53 $ 2989.64 26.8 3257.00 57 GEOTEXTILE FILTER TYPE IV 86 SO YD $5.52 474.72 86 $ 474.72 0 IV CONCRETE WALK 25 SO FT 6.37 169.25 88 $ 50.0 59 6' CONCRETE WALK 990 SOFT 7.44 7365.60 583 $ 4337.62 0 CONCRETE CURB AND GUTTER DESIGN 8412 18806 LINFT $11.72 $ 220406.32 1889] T 2214]2.84 S:VV mIcIpMeNr'NeAER303\PAY ESTIMATES\ER303 PE PE - 6 PAY ESTIMATE #6 CITY OF ELK RIVER 2017 Street Improvements FF LOCAL FINDING. CONTINUED REM NO. REM DESCRIPTION ESTIMATED QUANTITY UNIT CONTRACT UNIT PRICE CONTRACT AMOUNT USED TO DATE EXTENSION 61 CONCRETE CURB AND GUTTER DESIGN 8618 2559 LIN FT $12,]9 S 32729.61 2401 30708.79 62 6- CONCRETE DRIVEWAY PAVEMENT 1,397 SO YD $52.9] S 73999.09 1802.6 95483.2 63 T CONCRETE DRIVEWAY PAVEMENT 106 SO YD $77.04 a 8166.24 94 $ ]241.]6 64 8' CONCRETE DRIVEWAY PAVEMENT 73 SQ YD $57.78 It 6217.94 RECYCLE CLASS 5 TN 65 CONCRETE DRAINAGE FLUME 61 SO YD $115.56 a 7049.16 50 5778.0 66 TRUNCATED DOMES 170 SOFT WAS $ 8185.50 88 S 4237.20 67 ISITUMINOUSCURB 1.710 LIN FT $2.14 S 3659.40 2.461 $ 5266.54 68 MAIMOXSUPPORT 15 EACH $101.65 1524.75 $ 69 INSTALL MAILBOX SUPPORT 106 EACH S42.80 S 6451.20 50 3424.00 70 TRAFFIC CONTROL 0.44 LUMPSUM $79859.18 a 35138.04 0.44 $ 35138.04 71 INSTALL SIGN SUPPORT 17 EACH $80.25 1364.25 11 $ 882.75 72 ADJUST HANDHOLE 2 EACH $428.00 856.00 73 RIGID PVC LOOP DETECTOR 61& 4 EACH $9D9.51 $ 3638.04 S 74 SILT FENCE TYPE MS 2280 LIN FT $1.87 4263.60 4P 891.99 75 STORM DRAIN INLET PROTECTION a4 EACH $90.95 S 4001.80 44 $ 4D01.80 76 SEDIMENT CONTROL LOG TYPE COMPOST 3450 LIN FT $1.87 $ 8451.50 2,606 48]3.22 77 STABILIZED CONSTRUCTION EXIT 0.44 LUMP SUM $5,200.25 2288.11 $ 78 CULVERT END CONTROLS 2 EACH $240.76 461.52 S - 79 FERTILIZER TYPE I 2,173 POUND $1.02 $ 2216.46 1,436 1464.72 80 COMMON TOPSOIL BORROW LV 1092 CU YD $35.85 $ 39148.20 1,657 a 59403.45 81 SEEDING 7 ACRE $374.50 2640.23 4.8 S 1797.50 82 SEED MIXTURE 2&131 1.549 POUND $3.20 It 4956.80 1,022 3270.40 83 EROSION CONTROL BLANKETS CATEGORY 3 3.125 SO YD S1.56 $ 4843.75 604 936.20 84 HYDRAULIC NATURAL TACKIFIER 30.922 SO YD $0.75 $ 23191.50 20408 $ 15306.00 85 EROSION CONTROL 0.44 LUMP SUM $3210.02 S 1412.41 1 0.44 1412.41 86 PAVEMENT MESSAGE EPDXY 45 SOFT $5.73 $ 257.85 45 257.85 87 4' SOLID LINE EPDXY 2959 LIN FT $0.31 917.29 5,018 $ 1555.58 88 24' SOLID LINE EPDXY 43 LIN FT S6.88 295.84 44 302.2 89 4' BROI(EN LINE EPDXY 622 LIN FT $0.31 $ 192.82 600 a 188.0 90 4' DOUBLE SOLID LINE EPDXY 1,100 LIN FT $0.62 731.60 $ - 91 CROSSWALK EPDXY 270 SQ FT $3.67 990.9D Total BIB Schedule "F" $ 1.824.%1.43 f 1.729.325.00 G.I DCAL FUNDING FIEI ITEM NO. REM DESCRIPTION ESTIMATED QUANTITYUNIT CONTRACT UNIT PRICE CONTRACT AMOUNT USED TO DATE EXTENSION ON COMMON EXCAVATION CY $27.35 559 15288.65 2 STABILIZING AGGREGATE 1.5'CLEAR ROCK TON $36.52 327.78 11970.53 3 4'DRAIN TILE LF $13.13 513 6735.69 4 GEOTEXTILE FABRIC SY $2.74 - 4,563 $ 12502.62 5 GRANULAR BORROW CY $17.70 - 994 a 17593.80 e RECYCLE CLASS 5 TN $18.31 121.95 2232.90 III 66.324.19 SAMuricipaMelkrry AERWGIPAY ESTIMATES\ERWG PE PE -7 PAY ESTIMATE #6 CITY OF ELK RIVER 2017 Street Improvements REM NO. REM DESCRIPTION ESTIMATED QUANTITY UNIT CONTRACT UNIT PRICE CONTRACT AMOUNT USED TO DATE EXTENSION 1 MOBILIZATION 1 LS $2,396.86 2396.% 1 2396.86 2 REMOVE CONCRETE CURB AND GUTTER 70 LF $17.83 $ 1248.10 173 3084.59 3 MILL BITUMINOUS SURFACE 7800 SV $1.9a 15444.00 7803 $ 15449.94 4 TYPE SP 9.5 WEARING COURSE MIXTURE 2C 1320 TON $52.W 69141.60 1227.22 $ 64281.78 5 BITUMINOUS MATERIAL FOR TACK COAT 750 GAL 3.07 2302.50 630 1934.10 6 ADJUST VALVE BOX 12 EACH $76.46 $ 917.52 8 611.68 ] ADJUST MANHOLE1 6 1 EACH 1 $195.49 1 $ 1172.94 1 14 1 S 2736.86 8 CONCRETE CURB AND GUTTER 70 LF 1 $3118 1 $ 2189.60 173 $ 5411.44 9 STORM DRAIN INLET PROTECTION 20 EACH 140.232W4.fi0 19 $ 2664.37 10 TRAFFIC CONTROL 1 LS $1,348.36 $ 1348.36 1 i 348.36 11 COMMON TOPSOIL BORROW LV 30 CV 1 $52.32 $ 1569.60 5 261.60 12 TURF ESTABLISHMENT 1 LS 1 $1186.56 $ 1188.56 1 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 "F" Schedule "G" Schedule"H" TOTAL WORK COMPLETED TO DATE SAMueicipeMe eAERWMPAY ESTIMATESlERM3 PE PE - 8 $ 101.368.14 $ 460,720.25 $ 471,067.81 $ 500,287.45 $ 535,459.98 It 681,585.06 $ 632,599.98 S 199,447.07 $ 191,491.26 It 210,633.96 $ 71,945.50 $ 1,824,961.43 $ 1,729.325.00 $ 66.324.19 $ 101,368.14 $ 3,799,581.86 CITY OF ELK RIVER 13065 Orono Parkway Elk River, MN 55330 Elk River Trails Project October 9th, 2017 PAY ESTIMATE NO. 2 FROM: September 1, 2017 TO: September 30, 2017 CONTRACTOR: North Valley Inc. 20015 Iguana St. Nowthen, MN 55330 ITEM NO. DESCRIPTION UNIT CONTRACT ITEMS CITY. UNIT PRICE USED TO DATE CITY. AMOUNT 1 MOBILIZATION LS 1 $1,604.11 1 $1,604.11 2 REMOVE CURB AND GUTTER LIN FT 135 $3.85 120 $462.00 3 REMOVE BIT. PAVEMENT SY 155 $0.01 47 $0.47 4 1 ICOMMON EXCAVATION (P) CY 461 $20.30 461 $9,358.30 5 AGGREGATE BASE, CLASS 5 TON 736 $17.47 736 $12,857.92 6 1 BITUMINOUS PATCH SY 26 $58.611 42 $2,461.62 7 FOG SEAL GAL 1760 $3.74 0 $0.00 8 1 BIT. WEARING COURSE 2.5" THICK SY 1792 $11.351525 $17,308.75 9 4" CONCRETE WALK SF 1150 $6.36 2822 $17,947.92 10 1CONCRETEPEDESTRIANRAMP EACH 7 $2,031.86 7 $14,223.02 11 1CONCRETE CURB AND GUTTER LIN FT 135 $21.33 1201 $2,559.60 12 1 TRAFFIC CONTROL LS I $802.05 1 $802.05 13 W11-2 WITH W16 -7P SIGN EACH 4 $374.29 0 $0.00 14 W11-2 WITH W16 -9P SIGN EACH 4 $374.29 0 $0.00 15 SILT FENCE, TYPE HEAVY DUTY LIN FT 1300 $2.09 $2,382.60 16 TOPSOIL BORROW(CV) CY 100 $41.44 —11401 44 $1,823.36 17 SEED, FERTILIZER, AND BLANKET SY 2200 $1.91 1560 $2,979.60 19 CROSSWALK MARKING SF 180 $12.05 0 $0.00 $86,771.32 TOTAL THIS PERIOD AMOUNT EARNED $ 86,771.32 AWARDED CONTRACT AMOUNT $ 94,232.03 AMOUNT RETAINED (5%) $ 4,338.57 PREVIOUS PAYMENTS $ 43,678.97 AMOUNT DUE $ 38,753.78 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,/P BY// - BY: Al -2O"-7 DATE: jot ic;— Approved by Owner/Commission CITY OF ELK RI VER, MINNESOTA