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4.3. SR 08-21-2017 Eclty1� ,.,�� Request for Action River To Item Number Mayor and City Council 4.3 Agenda Section Meeting Date Prepared by Consent August 21, 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 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 2017 Street Improvements 4 North Valley,Inc. $607,794.66 WWTF Improvements 32 Rice Lake Construction Group $239,078.85 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 e d z miw_- u 3 G 0 t N C \ V ❑ _ c � v O Y 3 O Z c� O � � W E T Q o. O 4ad Z u s x a V � ❑ W O V N Q � N N e r O N O a a Q O C �. w ❑ F O ° a z w T 3 0 t N C \ V ❑ _ c � v c Y 3 Z c� O � W E T Q o. 4ad Z u s x V C m z W O PAY ESTIMATE 114 CITY OF ELK RIVER 2017 Street Improvements BID SCHEDULE "A"- S.A.P. 20&113016 - ORONO PARKWAY REM NO. ITEM DESCRIPTION ESTIMATED QUANTITY UNIT CONTRACT UNIT PRICE CONTRACT AMOUNT USED TO DATE EXTENSION 1 MOBILIZATION 0.13 LUMPSUM $80,250,P 10432.60 0.13 S 10432.60 2 CLEARING 1 TREE $1,5114.M 1564.72 3 4694.16 3 GRUBBING 1 TREE $586.]8 586.78 3 1760.34 4 REMOVE CURB AND GUTTER 4,730 LIN FT $3.23 $ 15277.90 4,818 $ 15562.14 5 REMOVE CONCRETE PAVEMENT 990 SO FT $2.61 $ 2 583.90 1,168 3,048.48 6 REMOVE CONCRETE WALK 750 SO FT $2.09 $ 1,567.50 947 S 1.979.23 ] SAWING CONCRETE PAVEMENT FULL DEPTH 0 1 LIN FT $3.161$ 284.40 90 284.40 8 SAWING BITUMINOUS PAVEMENT FULL DEPTH 103 LIN FT 1.98 203.94 103 $ 203.94 9 SALVAGE CHAIN LINK FENCE 50 LIN FT $16.05 802.50 70 $ 1123.50 10 SALVAGE SIGN SUPPORT 3 EACH $26.75 8025 2 $ 53.50 11 SALVAGE CASTING 13 EACH $110.48 1436.24 13 1436.24 12 SUBGRADE EXCAVATION EV 160 CU YD $11.73 1876.80 211 2475.03 13 WATER 100 MGAL 27.82 2782.00 $ 14 FULL DEPTH RECLAMATION 17388 SO YD $1.35 23473.80 17388 $ 23473.80 15 HAUL FULL DEPTH RECLAMATION LV 2.801 CU YD S7.14 S 19999.14 2,001 19 999.14 18 HAUL FULL DEPTH RECLAMATION LV 416 CUYD $7.14 2970.24 344 2456.16 17 MILL BITUMINOUS SURFACE Y 19 SO YD $26.75 508.25 19 508.25 1S BITUMINOUS MATERIAL FOR TACK COAT 507 GALLON $2.51 2025.57 700 1757.00 19 TYPE SP 9.5 WEARING COURSE MIXTURE 28 513 TON $50.06 $ 25680.]8 488 23428.08 20 TYPE SP 12.5 WEARING COURSE MIXTURE 3C 1758 TON $47.02$ 82567.12 1822.62 85893.59 21 TYPE SP 12.5 NON WEARING COURSE MIXTURE 3B 2,194 TON $0.31 $ 90634.14 2106.48 $ 87018.69 22 15- RC PIPE SEWER DESIGN 3006 CLASS V 103 LIN FT $53.03 IS 5462.09 94 S 4984.52 23 CONNECT TO EXISTING STORM SEWER 8 EACH $119M.61 $ 15909.12 8 $ 15909.12 24 ADJUST VALVE BOX 5 EACH $303.82 E 1519.10 6 $ 1822.92 25 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL 6 LIN FT 1.92 2651.52 10 6419.20 26 CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4020 38 LIN FT $419.82 $ 15911.18 44 111 18472.08 27 CASTING ASSEMBLY 10 EACH $524.78 $ 5247.80 17 1 57/2.58 28 ADJUST FRAME AND RING CASTING 17 EACH $740.22 $ 12583.74 23 17025.08 29 SEAL CATCH BASIN 13 EACH ISSAS $ 2016.95 24 3]23.80 30 4 -CONCRETE WALK 380 SOFT $6.37 2420.60 515 $ 3280.55 31 6-CONCRETEWALK 705 SOFT $7.46 $ 5245.20 536 E 3987.84 32 CONCRETE CURB AND GUTTER DESIGN 6618 4,730 LIN FT $12.79 $ 60496.70 4.818 S 61822.22 33 F CONCRETE DRIVEWAY PAVEMENT 177 SO YD $57.78 E 10 7.06 142.5 $ 8233.65 M TRUNCATED DOMES 100 SOFT $48.15 E 4815.00 75 $ 3611.25 35 INSTALL SALVAGED FENCE 50 LIN FT $26.75 1,337.50 70 $ 1,872.50 36 TRAFFIC CONTROL 0.13 LUMPSUM $79859.23 $ 10381.70 0.13 $ 10381.70 37 INSTALL SIGN SUPPORT 3 EACH $80.25 $ 240.75 2 $ 160.50 38 STABILIZED CONSTRUCTION EXIT 0.13 LUMPSUM $5200.23 $ 676.03 E 39 FERTILIZER TYPE I 228 POUND $1.02 $ 232.56 228 $ 232.56 40 COMMON TOPSOIL BORROW LV 270 CU YD $32.12 86]2.40 249 7997.88 41 SEEDING 1.25 ACRE $374.50S 468.13 1.25 $ 468.13 42 SEED MIXTURE 25131 126 POUND $3.20 $ 403.20 126 E 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 E 417.30 45 PAVEMENT MESSAGE EPDXY 30 SOFT $5.73 S 171.90 30 E 171.90 46 4 SOLID LINE EPDXY 5.535 LIN FT $0.31 $ 1715.85 53% $ 18]2.76 47 24" SOLID LINE EPDXY 42 LIN FT 56.88 $ 288.96 40 275.20 48 a DOUBLE SOLID LINE EPDXY 345 1 LIN FT $D621 $ 213.90 345 $ 213.90 49 CROSSWALK EPDXY 432 SOFT $3,671S 1585.44 1432 1585.66 Total Bid Schedule 'A" $ 460.720.25 $ 488.182.13 SAMIInici,Il .IIAWAERWMPAY ESTIMATES\ER303 PE PE -1 PAY ESTIMATE #4 CITY OF ELK RIVER 2017 Street Improvements BID SCHEDULE W - SAP. 2U4-123-001 -JOPI REM NO. REM DESCRIPTION ESTIMATED QUANTITY UNIT CONTRACT UNIT PRICE CONTRACT AMOUNT USED TO DATE EXTENSION 1 MOBILIZATION 0.17 LUMPSUM $80250.80 $ 12037.62 0.17 13642.64 2 REMOVE CURB AND GUTTER 5215 LIN FT $3.23 $ 18844.45 5202 16802.46 3 REMOVE CONCRETE PAVEMENT 505 SO FT $2.61 1,318.05 793 2089.73 4 REMOVE CONCRETE WALK 2927 SOFT $2.09 6117.43 4,595 9603.55 5 REMOVE BITUMINOUS PAVEMENT 36 SO YO $26.75 $ 983.00 137 $ 3664.75 6 SAWING CONCRETE PAVEMENT FULL DEPTH 58 LIN FT $3.16 $ 18328 58 $ 183.28 ] ISAWING BITUMINOUS PAVEMENT FULL DEPTH 311 LIN FT $1.981 S 615.78 311 $ 615.78 8 SALVAGE SIGN SUPPORT 12 EACH $26.75 $ 321.00 17 $ 454.75 9 SALVAGE CASTING 9 EACH $110.48 980.32 12 $ 1325.76 10 SUBGRADE EXCAVATION EV 8ZD CU YD $19.56 17017.20 970 17017.20 11 WATER 150 MGAL $27.82 41]3.00 12 FULL DEPTH RECLAMATION 18,008 Sam $1.39 $ 25031.12 18,008 $ 25031.12 13 HAUL FULL DEPTH RECLAMATION LV 4121 CU YD $6.49 26745.29 4,121 $ 26]45.29 14 HAUL FULL DEPTH RECLAMATION LV 2608 CU YD $6.49 $ 16925.92 2,608 16925.92 15 MILL BITUMINOUS SURFACE 64 Sam $9.83 $ 616.32 84 $ 616.32 16 MILL BITUMINOUS SURFACE 2.5' 45 SO YD $9.83 433.35 45 $ 433.35 17 BITUMINOUS MATERIAL FOR TACK COAT 829 GALLON $2.51 2080.]9 610 1531.10 18 TYPE SP 9.5 WEARING COURSE MIXTURE (2,B) 465 TON $49.85 23180.25 436.88 21 770.4] 19 TYPE SP 12.5 WEARING COURSE MIXTURE 3C 2051 TON $48.04 $ 94428.04 2181.55 $ 99517.76 20 TYPE SP 12.5 NON WEARING COURSE MIXTURE 38 2250 TON $40.72 91620.00 2320.24 94480.17 21 TYPE SP 12.5 BITUMINOUS MIXTURE FOR PATCHING 10 TON $197.95 1,979.50 16.96 S 3357.23 22 ADJUST VALVE BOX 6 EACH $513.M $ 3001.24 6 $ 3081.24 23 INSTALLCASTING 12 EACH $110.481S 1325.76 12 $ 1325.76 24 ADJUST FRAME AND RING CASTING 5 EACH $740.22 $ 3701.10 8 $ 5921.76 25 SEAL CATCH BASIN 12 EACH $155.15 $ 1861.80 12 $ 1%1.80 26 4 -CONCRETE WALK 1752 SOFT S6.37 11160.24 2.201 S 14020.37 27 6' CONCRETE WALK 1175 SQ FT ST." $ 8742.00 2,379 17699.76 28 CONCRETE CURB AND GUTTER DESIGN 8618 215 LIN FT $12.79 $ WANES 5177 $ 66213.83 29 T CONCRETE DRIVEWAY PAVEMENT 58 SO YD $77.04 $ 4468.32 103.7 S 7989.05 30 TRUNCATED DOMES 220.0 SOFT WAS $ 1059300 292 $ 14059.80 31 ITRAFFIC CONTROL 0.15 LUMPSUM $n.8slLm 11978.88 0.15 11978.88 32 INSTALL SIGN SUPPORT 9 EACH $80.25_L 722.25 17 $ 1364.25 33 ADJUST HANDHOLE 2 EACH $428.00 856.00 i 428.00 34 RIGID PVC LOOP DETECTOR 6110 4 EACH $909.51 $ 3838.04 1 S 909.51 35 STORM DRAIN INLET PROTECTION 13 EACH $90.95 1 18235 13 1,182.35 36 STABILIZED CONSTRUCTION EXIT 0.15 LUMPSUM $5,2DD.27 ]8004 0.0 37 FERTILIZER TYPE I 300 POUND $1.02 $ 306.00 Is 306.00 38 COMMON TOPSOIL BORROW (LVj 330 CU YD $34.25 S 11302.50 354 12124.50 39 SEEDING 1 ACRE $374.51 $ 374.51 1 $ 374.51 40 SEED MIXTURE 25131 ISE POUND $320 $ 528.00 165 $ 52B.00 41 HYDRAULIC NATURAL TACKIFIER 3630 Sam $0.75 $ 2]22.50 3,630 $ 2]22.50 42 EROSION CONTROL 0.15 LUMPSUM $3210.07 $ 481.51 0.15 $ 481.51 43 PAVEMENT MESSAGE EPDXY 99 SO FT $5.73 $ 567.27 99 $ 587.27 44 4' SOLID LINE EPDXY 770 LIN FT $0.31 238.70 ]]0 238.70 45 24' SOLID LINE EPDXY 118 LIN FT S6.88 $ 811.84 156 $ 1,()M.28 46 4'BROKEN LINE EPDXY 960 LIN FT $0.31 297.60 880 272.80 47 4' DOUBLE SOLID LINE EPDXY 2210 LIN FT $0.62 1,3M.20 2,183 1,353,46 48 CROSSWALK EPDXY 1872 $0 FT $3.67 $ 8870.24 1602 S 5879.34 Total Bid Schedule "B" $ 500.297.45 $ 529.154.86 S:1MurdclpeKAe8ene0ER303U'AY ESTIMATES\ER303 PE PE -2 PAY ESTIMATE #4 CITY OF ELK RIVER 2017 Street Improvements BID SCHEDULE "C'- SAP. 2041314103 REM NO. REM DESCRIPTION ESTIMATED QUANTITY UNIT CONTRACT UNIT PRICE CONTRACT AMOUNT USED TO DATE EXTENSION 1 MOBILIZATION 0.17 LUMPSUM 250.82 $ 13642.66 0.17 13642.64 2 REMOVE CURB AND GUTTER 3490 LIN FT $3.23 112]2.70 3,579 11560.17 3 REMOVE CONCRETE PAVEMENT 1016 SOFT $2.61 $ 2651.76 1,318 3439.98 4 REMOVE CONCRETE WALK 2468 SOFT $2.09 5158.12 3,951 8257.59 5 SAWING CONCRETE PAVEMENT FULL DEPTH 84 LIN FT $3.16 265.44 84 265.44 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 $ 1805.00 16 $ 1712.00 9 SUBGRADE EXCAVATION EV 2,167 CUYD $18.54 40176.18 2167 40176.16 10 WATER 150 MGAL $27.82 41]3.00 E 11 FULL DEPTH RECLAMATION 21725 SO YD $1.21 28287.25 21]25 26287.25 12 HAUL FULL DEPTH RECLAMATION LV 7,409 CUYD $6.26 48380.34 7409 46380.34 13 HAUL FULL DEPTH RECLAMATION LV 7024 CUYD $6.25 S 4 900.00 7024 $ 43900.00 14 MILL BITUMINOUS SURFACE (21 44 SO YD $9.63 $ 623.72 46 423.]2 15 BITUMINOUS MATERIAL FOR TACK COAT 1200 GALLON $2.51 E 3012.00 1025 $ 2572.75 16 TYPE SP 12.5 WEARING COURSE MIXTURE 3C 2613 TON $45.99 120171.87 2651.43 $ 121939.27 17 TYPE SP 12.5 NON WEARING COURSE MIXTURE 3B 3,264 TON $41.2/ 134607.36 3095.55 $ 127860.48 18 ADJUST VALVE BOX 15 EACH $513.51 $ 7703.10 18 s 8216.64 19 INSTALL CASTING 15 EACH $324.48 4867.20 28 9085.44 20 1ADJUST FRAME AND RING CASTING 11 EACH $740.22 $ 8142.42 14 S 10363.08 21 SEAL CATCH BASIN 15 EACH ISSAS 232225 18 248240 22 4"CONCRETE WALK 2,238 SQ FT $6.3] 14256.06 3,195 $ 20352.15 23 6'CONCRETEWALK 230 SOFT $7.44 S 1711.20 756 $ 5624.64 24 CONCRETE CURB AND GUTTER DESIGN 8818 3490 LIN FT $12.79.$ 44637.10 3809 46159.11 25 T CONCRETE DRIVEWAY PAVEMENT 114 SO YD $77,04 8782.56 150 11556.00 26 e'CONCRETE DRIVEWAY PAVEMENT 40 SO YD $57.78 S 2,311.20 10 577.80 27 TRUNCATED DOMES 56 SO FT .15 2696.40 30 1637,10 28 TRAFFIC CONTROL 0.17 LUMP SUM $79,859.16 13576.06 0.17 $ 13576.06 29 INSTALL SIGN SUPPORT 5 EACH $80.25 $ 401.25 td 1123.50 W STORM DRAIN INLET PROTECTION 17 EACH 90.95 1,546.15 36 3,274.20 31 ISTABILIZED CONSTRUCTION ENTRANCE 0.17 LUMP SUM $5200.29 $ 884.05 0 $ 32 FERTILIZER TYPE I ]2 POUND $1.02 $ 73.44 72 $ 73.44 33 COMMON TOPSOIL BORROW (LVI 130 CUYD $34.25 $ 4452.50 163 5582.76 34 SEEDING 0.25 ACRE $374,48 93.62 025 93.62 35 SEED MIXTURE 2&131 40 POUND $3.20 $ 128.00 40 S 128.00 W HYDRAULIC NATURAL TACKIFIER 871 SQ YD $0.75 65325 871 653.25 37 EROSION CONTROL 0.17 LUMP SUM $3,210.00 545.70 0.17 $ 545.70 38 PAVEMENT MESSAGE EPDXY 192 SO FT $5.73 $ 1100.16 192 1100.16 39 4" SOLID LINE EPDXY 5912 LIN FT $0.31 1832.72 8150 1906.50 40 2P SOLID LINE EPDXY 82 LIN FT 56.88 S 564.16 76 $ 522.88 41 4- BROKEN LINE EPO %Y 649 LIN FT $0.31 $201.19 560 $ 173.50 42 4' DOUBLE SOLID LINE EPDXY 31]0 LIN FT $0.62 1965.40 42113 S 2605.86 43 CROSSWALK EPDXY 537 SOFT 3.67 19]0.79 612 $ 2246.04 Total Bid Schedule "C" $ 581.585.08 i 599.549.53 SAMUDICIpahAe*dveAERW31PAY ESTIMATES\ER303 PE PE - 3 PAY ESTIMATE #4 CITY OF ELK RIVER 2017 Street Improvements BID SCHEDULE "D'- S.A.P. 204149 -001 -193RD AVENUE ITEM NO. ITEM DESCRIPTION ESTIMATED QUANTITY UNIT CONTRACT UNIT PRICE CONTRACT AMOUNT USEDTO DATE EXTENSION 1 MOBILIZATION 0.05 LUMP SUM $60,2W.W 4012.54 $ 2 REMOVE CURB AND GUTTER 16 LIN FT $21.40 342.40 $ 3 REMOVE SEWER PIPE STORM 133 LIN FT $11.05 $ 1,469.65 4 REMOVE CONCRETE PAVEMENT 102 SO FT $2.61 $ 26622 5 REMOVE BITUMINOUS PAVEMENT 450 SO YD $3.69 1680.50 IS 6 REMOVE MANHOLES OR CATCH BASINS 3 EACH 1.92 1,325.76 $ T ISAWING CONCRETE PAVEMENT FULL DEPTH 17 1 LIN FT $3.161$ 53.72 8 SAWING BITUMINOUS PAVEMENT FULL DEPTH 298 LIN FT $1.98 $ 590.04 $ 9 SALVAGE MAILBOX SUPPORT 14 EACH 37.45 524.30 10 SUBGRADE EXCAVATION EV 676 CU 12.53 8470.28 $ 11 WATER 70 MGAL $27.82 1947.40 12 FULL DEPTH RECLAMATION 6007 SO YD $1.33 111 7989.31 $ 13 HAUL FULL DEPTH RECLAMATION LV 17M CU YD $6.18 10,]28.48 E 14 HAUL FULL DEPTH RECLAMATION LV 1,736 CU YD $6.18 $ 10 728.48 15 MILL BITUMINOUS SURFACE 1.S 24 SO YD $26.75 $ 642.00 $ 16 BITUMINOUS MATERIAL FOR TACK COAT 350 GALLON $2.51 878.50 $ 17 TYPE SP 9.5 WEARING COURSE MIXTURE 2C 529 TON $47.87 $ 25323.23 18 TYPE SP 12.5 NON WEARING COURSE MIXTURE (2,S) 882 TON S40.23 $ 35482.86 $ 19 TYPE SP 12.5 WEARING COURSE MIXTURE 282.5' THICK 323 SO YD 11.74 3792.02 $ 20 is- RC PIPE APRON 1 EACH $828.60 $ 828.60 21 12' RC PIPE SEWER DESIGN 3006 CLASS V 6 LIN FT $52.48 $ 314.88 22 15- RC PIPE SEWER DESIGN 3006 CLASS V 91 LIN FT $53.031S 482573 $ 23 ADJUST VALVE BOX 2 EACH $303.82 $ 607.64 $ 24 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL 3 LIN FT $441.92 $ 1 325.78 25 lCONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4020 15 LIN FT $524.78 ]681.]9 $ 26 CASTING ASSEMBLY 4 EACH 524.78 2099.12 27 ADJUST FRAME AND RING CASTING 2 EACH $110.,18 $ 220.96 28 SEAL CATCH BASIN 4 EACH $155.15 620.60 $ 29 CONCRETE CURB AND GUTTER DESIGN 8412 3,611 LIN FT $11.72 $ 41148.92 30 6'CONCRETE DRIVEWAY PAVEMENT 144 SO YD $52.971 S ]62].611 31 INSTALL MAILBOX SUPPORT 14 EACH $42.80 599.20 32 TRAFFIC CONTROL 0.05 LUMPSUM $79859.20 $ 3992.96 $ 33 ISTORM DRAIN INLET PROTECTION 6 EACH $90.95 $ 545.70 $ 34 SEDIMENT CONTROL LOG TYPE COMPOST 320 LIN FT $1.87 S 598.40 $ 35 STABILIZED CONSTRUCTION EAT LUMPSUM $5200.20 $ 260.07 36 CULVERT END CONTROLS EACH 40.75 $ 240.75 37 FERTILIZER TYPE A261 POUND 1.02 266.22 $ 38 COMMON TOPSOIL BORROW LV CY $34.25 $ 513].50 39 SEEDING 1 ACRE 9374.51 $ 370.76 E 40 SEED MIXTURE 2&131 191 POUND $3.20 611.20 E 41 HYDRAULIC NATURALTACKIFIER 4206 SO YD SO.75 $ 3154.50 42 EROSIONCONTROL 0.05 LUMP SUM 3210.00 S 160.50 $ Total Bid Schedule M' $ 199.447.07 $ S:1MunicIpMe eriER303WAY ESTIMATES\ER303 PE PE -4 PAY ESTIMATE 04 CITY OF ELK RIVER 2017 Street Improvements BID SCHEDULE "E"- S.A.P. 204-1544101 - EVANS STREET ITEM NO. ITEM DESCRIPTION ESTIMATED QUANTITY UNIT CONTRACT UNIT PRICE CONTRACT AMOUNT USED TO DATE EXTENSION I MOBILIZATION 0.06 LUMPSUM $BO 50.83 $ 4815.05 E 2 REMOVE CURB AND GUTTER 2160 LIN FT $5.20 $ 11 32.00 3 REMOVE CONCRETE PAVEMENT 1412 SOFT $1.,16 206L52 $ 4 REMOVE CONCRETE WALK 2 SO FT $1.09 S 2,430.70 5 REMOVE BITUMINOUS PAVEMENT 714 SO YD $4.84 $ 3,746.16 6 SAWING CONCRETE PAVEMENT FULL DEPTH 230 LIN FT $3.16 S 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 SALVAGE CASTING 11 EACH 107.00 117/.00 10 MILL BITUMINOUS SURFACE 1.5" 1544 SO YD $1.95 3010.80 $ 11 MILL BITUMINOUS SURFACE 8330 SOYD $0.% $ 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 $47.8T $ 73,261.10 $ 14 TYPE SP 12.5 BITUMINOUS MIXTURE FOR PATCHING 185 TON $59.82 E 11066.70 15 ADJUSTVALVEBOX 5 EACH 1.92 2209.80& - 16 INSTALL CASTING 11 EACH $110.48 1215.28 $ 17 ADJUST FRAME AND RING CASTING 2 EACH $994.n 1988.64 18 SEAL CATCH BASIN 11 EACH 155.15- 19 4'CONCRETE WALK 1,400 SOFT $6.3] $ 891B.DD $ 20 6'CONCRETE WALK 870 SOFT 7.44 $ 84]2.80 21 CONCRETE CURB AND GUTTER DESIGN 8618 2,160 LIN FT $12.79M141 0 $ 22 T CONCRETE DRIVEWAY PAVEMENT 157 SO YD $77.048 23 TRUNCATED DOMES 294 BO FT .1524 TRAFFIC CONTROL 0.06 LUMPSUM $79859.175$25 INSTALL SIGN SUPPORT 6 EACH $80.2526 STORM DRAIN INLET PROTECTION 11 EACH 90.95 $ 27 STABILIZED CONSTRUCTION EXIT 0 LUMPSUM $5200.33 28 COMMON TOPSOIL BORROW LV 30 CUYD 47.060 29 SEEDING 0.15 ACRE $374.47 S NAT 30 SEED MIXTURE 26131 25 1 POUND $3.201 $ 80.00 $ 31 HYDRAULIC NATURAL TACKIFIER 533 Sam $0.75 399.75 - 32 EROSION CONTROL 0.06 LUMPSUM $3210.00 192.60 $ 33 PAVEMENT MESSAGE EPDXY 71 SO FT 5.73 $ 406.83 34 4' SOLID LINE EPDXY 240 LIN FT $0.31 74.40 35 24' SOLID LINE EPDXY 70 LIN FT $6.88 $ 401.60 $ 36 4' BROKEN LINE EPDXY 1 150 LIN FT $0.31 $ 356.50 37 4' DOUBLE SOLID LINE EPDXY 2,250 LIN FT $0.62 $ 1.395.D0 E 38 CROSSWALK EPDXY 324 1 SO FT 1 $3.67 E 1189.08 $ TOW Bid Schedule 'T' 6 210.633.96 $ 8:1Mun1cipe6Ae1kr eAER3031PAY ESTIMATES\ER303 PE PE -5 PAY ESTIMATE #4 CITY OF ELK RIVER 2017 Street Improvements BID SCHEDULE "F"- LOCAL FUNDING ITEM NO. ITEM DESCRIPTION ESTIMATED QUANTITY UNIT CONTRACT UNIT PRICE CONTRACT AMOUNT USED TO DATE EXTENSION 1 MOBILIZATION 0.44 LUMP SUM $80,25(1.0) 3531DW 020 $ 18050.00 2 CLEARING 0.1 ACRE $2169!1.20 2169.82 0.1 $ 2169.82 3 CLEARING 2 TREE $183.37 $ 366.74 3 $ 550.11 4 GRUBBING 0.1 ACRE $14,363.]0 7436.37 0.1 1436.37 5 GRUBBING 3 TREE $103.91 311.73 1 $ 103.91 6 REMOVE CURB AND GUTTER 2,629 LIN FT $3.23 E 8491.67 2,422 7823.06 7 REMOVE SEWER PIPE STORM 166 LIN FT $11.05 1831.30 166 IS 1834.30 8 IREMOVE CONCRETE PAVEMENT 6.942 1 SOFT S2.611$ 18118.62 2.903 S 7576.83 9 REMOVE CONCRETE WALK 990 SOFT $2.09 2089.10 TOG 1475.54 10 REMOVE BITUMINOUS PAVEMENT 5348 SOYO $4.43 23691.86 4,925 21817.75 11 REMOVE RIPRAP 27 CU YD 3567 $ 1044.09 27 $ 1044.09 12 SAWING CONCRETE PAVEMENT FULL DEPTH 728 LIN FT $316 $ 230048 79 $ 249.64 13 SAWING BITUMINOUS PAVEMENT FULL DEPTH 4767 LIN FT $1.98 $ 9436.66 4,324 8561.52 14 SALVAGE SIGN SUPPORT 17 EACH $37.45 636.65 10 374.50 15 SALVAGE CASTING 22 EACH $110.48 S 2430.56 14 S 1546.72 16 SALVAGE MAILBOX SUPPORT 104 EACH $37.45 $ 3894.80 43 $ 1610.35 17 LANDSCAPE ALLOWANCE 1 ALLOWANCE $20000.00 $ 20000.00 $ 18 REMOVE MISCELLANEOUS STRUCTURES 1 LUMP SUM $1.070.01 S 1070.01 19 SALVAGE MISCELLANEOUS STRUCTURES 7 LUMP SUM $1,070.01 1070.01 20 COMMON EXCAVATION EV 3707 CU YD $15,0] 55864.49 2,011 30305.77 21 SUBGRADE EXCAVATION EV 6,113 CUYD $16.60 101475.80 4,660 77356.00 22 WATER 2% MGAL 7.82 6955.00 23 AGGREGATE BASE CLASS 5 33 TON $26.]5 862.75 $ 24 FULL DEPTH RECLAMATION 44993 SOYD $I.50 67489.50 20684 $ 31026.00 25 HAUL FULL DEPTH RECLAMATION LV 10492 CU YD $9.00 94426.00 3.322 $ 29898.00 26 HAUL FULL DEPTH RECLAMATION LV 10,492 CU YD $9.D0 $ 94428.00 649958497.00 27 SHOULDER BASE AGGREGATE CLASS 2 50 S".94TON S.94 $ 2247.00 28 MILL BITUMINOUS SURFACE TT 2,818 SO YD $1.84 $ 5185.12 3,216 E 5 91].dd 29 MILL BITUMINOUS SURFACE 5964$1. $ 8142.92 5774 E 594].22 30 BITUMINOUS MATERIAL FOR TACK COAT 3,988 GALLON 2.51 $ 10009.88 2DOD 5020.00 31 TYPE SP 8.5 WEARING COURSE MIXTURE 2C 5,114 TON .75 $ 249307.50 1,775 86531.25 32 TYPE SP 9.5 WEARING COURSE MIXTURE 3C 1,117 TON 50.35 50 40.95 1100.82 55426.29 33 TYPE SP 12.5 NON WEARING COURSE MIXTURE 28 6618 TON 540.58$ 268558.4 119296 48410.32 34 TYPE SP 12.5 WEARI NO COURSE MIXTURE 2B 2.5"THICK 1,241 SOYD $13.14 $ 18306.74 773.3 10167.76 35 TYPE SP 12.5 BITUMINOUS MIXTURE FOR PATCHING 695 TON 792 S 4]204.40 779.40 E 52936.85 36 15'CS PIPE CULVERT 64 LIN FT 50.82 3252.48 64 $ 3252.8 37 tT GS PIPE APRON 1 EACH 48. 58 248.58 1 $ 248.58 38 15 -GS PIPEAPRON 6 EACH 76.20 1657.20 6 S 1657.20 39 IS- RC PIPE APRON 3 EACH 8.60 2485.80 2 1657.20 40 18' RC PIPE APRON 1 EACH 883.84 $ 883.84 2 $ 1767.68 41 24'RC PIPE APRON 2 EACH $1,<I6.2 $ 2872.50 $ 42 1S RC PIPE CULVERT DESIGN 3006 CUSS V 32 LIN FT 66.29 2121.28 43 12' RC PIPE SEWER DESIGN 3006 CLASS V 12 LIN FT 52.48 629.76 12 $ 629.76 dd 15' RC PIPE SEWER DESIGN 3006 CLASS V 73 LIN FT 53.03 3871.19 52 2757.56 45 18- RC PIPE SEWER DESIGN 30)6 CLASS 111 158 LIN FT 58.3/ 8901.72 124 $ 8986.16 46 24' RC PIPE SEWER DESIGN 3506 CLASS 111 74 LIN FT .97 4659.]8 $ 47 1T HDPE PIPE SEWER- DIRECTIONAL DRILLED 137 LIN FT 154.6] 21189.79 137 21189.79 48 ADJUST VALVE BOX 7 EACH 303.82 2126.74 8 2430.56 49 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL 9 LIN FT $441.92$ 6012.63 fi 2651.52 50 CONSTRUCT DRAINAGE STRUCTURE DESIGN dB -6020 0) LIN FT 386.88 $ 11739.60 21.49 8309.75 51 CONSTRUCT DRAINAGE STRUCTURE DESIGN 60-4020 4 LIN FT $718.12 $ 3095.10 4.37 3095.10 52 CASTING ASSEMBLY 9 EACH 524.78 4723.02 6 $ 3148.68 53 INSTALL CASTING 22 EACH 110.48 2430.56 14 $ 1546.]2 54 ADJUST FRAME AND RING CASTING 7 EACH $740.22 5181.50 5 3701.10 55 SEAL CATCH BASIN 31 EACH $155.15 6809.65 20 S 3103.50 56 RANDOMRIPRAPCLASS 111 25 cum $121.53 $ 2989.66 26.8 3257.00 57 GEOTEXTILE FILTER TYPE IV 86 SO YO .52474 .72 88 474.Y2 58 4 -CONCRETE WALK 25 SOFT 6.37 159.25 88 S 580.58 59 6'CONCRETE WALK 990 SOFT $7.44l s 7365.60 532 $ 3958.08 60 CONCRETE CURB AND GUTTER DESIGN B412 18808 LIN FT $11.721S 220406.32 1 7637 89505.64 S:WunkipelNeW NePER303TAY ESTIMATES\ER303 PE PE - 6 PAY ESTIMATE #4 CITY OF ELK RIVER 2017 Street Improvements BID SCHEDULE 'F- - LOCAL FUNDING - CONTINUED REM NO. ITEM DESCRIPTION ESTIMATED QUANTITY UNIT CONTRACT UNIT PRICE CONTRACT AMOUNT USED TO DATE EXTENSION 61 CONCRETE CURB AND GUTTER DESIGN B6IB 2559 LIN FT 12.79 $ 32729.61 2401 1 30708.79 62 e' CONCRETE DRIVEWAY PAVEMENT 1,397 SQ YD $52.97 73999.09 697 36920.09 63 T CONCRETE DRIVEWAY PAVEMENT 106 SO YD $77.09 $ 8166.24 94 7 41.]fi 64 8' CONCRETE DRIVEWAY PAVEMENT 73 SOYD 57.78 4217.94 E 65 CONCRETE DRAINAGE FLUME 61 SO YD $115.56 $ 7,049.16 5 5".80 66 TRUNCATED DOMES 170 SO FT $48.15 $ B 185.50 BB 4237.20 67 1131TUMINOUS CURB 1.710 1 LIN FT 52.14 $ 3659.40 2,461 $ 5268.54 68 MARBOX SUPPORT 15 EACH $101.65 1524.]5 E 69 INSTALL MAILBOX SUPPORT 104 EACH S42.80 $ 4451.20 M TRAFFIC CONTROL 0.44 LUMPSUM $79859.18 $ 35138.04 0.15 11978.88 71 INSTALL SIGN SUPPORT 17 EACH $80.2 1364.25 10 $ 802.50 72 ADJUST HANDHOLE 2 EACH 8.00 856.00 73 RIGID PVC LOOP DETECTOR 6W' 4 EACH $909.51 3638.04 $ 74 SILT FENCE TYPE MS 2,280 LIN FT $1.87 S 4263.60 4P E 691.99 75 STORM DRAIN INLET PROTECTION 44 EACH 90.95 $ 4001.80 29 $ 2637.55 76 SEDIMENT CONTROL LOG TYPE COMPOST 3450 LIN FT $1.8] $ 6451.50 338 $ 632.06 77 iSTABILIZED CONSTRUCTION EXIT 0.44 LUMP SUM $5200.25 $ 2288.11 $ 78 CULVERT END CONTROLS 2 EACH $2,40,76 481.52 79 FERTILIZER TYPE I 2173 POUND $I.02 2,216.46 425 433.50 80 COMMON TOPSOIL BORROW fLVI 1,092 CUYD $35.85 $ 39148.20 533 19108.05 81 SEEDING 7 ACRE $374.50 S 2640.23 1.23 $ 460.64 82 SEED MIXTURE 26131 1,549 POUND 53.20 E 6956.80 270 $ 864.00 83 EROSION CONTROL BLANKETS CATEGORY 3 3,125 SO YD $1.55 E 4843.75 604 $ 936.20 84 HYDRAULIC NATURAL TACKIFIER 30922 SO YD $0.]5 $ 23191.50 5.311 $ 3983.25 85 EROSION CONTROL 0.40 LUMP SUM $3210.02 $ 1412.41 024 770.40 86 PAVEMENT MESSAGE EPDXY 45 SOFT $5.73 $ 257.85 45 257.85 87 4'SOLIp LINE EPDXY 2959 LIN FT $0.31 91729 2384 S 739.04 88 24 -SOLID LINE EPDXY 43 LIN FT $6.88 295.84 89 4 -BROKEN LINE EPDXY 622 LIN FT 10.31 192.82 420 130.20 90 a DOUBLE SOLID LINE EPDXY 1,180 LIN FT 0.62 731.60 91 CROSSWALK EPDXY 270 SO FT $3.67 $ 990.90 lr M Bld S4 edule'F' $ 1.821.%1.43 $ 887.118.94 SCHEDULE G - LOCAL FUNDING FIELD CHANGE DIRECTIVE REM NO. ITEM DESCRIPTION ESTIMATEDCONTRACT QUANTITY UNIT UNITPRICE CONTRACTAMOUNT USED TO HATE I EXTENSION I COMMON EXCAVATION CY &2TW me $ 15268.65 2 STABILIZING AGGREGATE 1.5 -CLEAR ROCK TON $36.52 327.78 11970.53 3 4'DRAINTILE LF $13.131 1 513 6735.69 4 GEOTEXTILE FABRIC SY $2.741 1 2,393 $ 6656.82 S 40.551.69 S1Muri ipaMellvweERWGWAY ESTIMATES\ER303 PE PE -7 PAY ESTIMATE #4 CITY OF ELK RIVER 2017 Street Improvements REM NO. ITEM DESCRIPTION ESTIMATED QUANTITY UNIT CONTRACT UNIT PRICE CONTRACT AMOUNT USED TO DATE EXTENSION 1 MOBILIZATION 1 LS $2,396.86 2396.86 0.5 1198.43 2 REMOVE CONCRETE CURB AND GUTTER 70 LF $17,83 1248.10 $ 3 MILL BITUMINOUS SURFACE 7800 BY $1.90 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 $3.07 2302.50 230 706.10 6 ADJUST VALVE BOX 12 EACH $76.46 $ 917.52 ] IADJUST MANHOLE 1 6 1 EACH SIRSAG I S 11]2.94 I $ 8 CONCRETE CURB AND GUTTER 70 LF 2169.60 $ 9 STORM DRAIN INLET PROTECTION 20 EACH 2 804.6010 TRAFFIC CONTROL 1 LS K$,31.28 $ 1348.3611 COMMON TOPSOIL BORROW LV 30 CY$ 1569.6012 TURF ESTABLISHMENT 1 LS 1156.56 $ 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 SAMunidplWeilr eAER303\PAY ESTIMATEMER303 PE PE -8 $ 24.390.37 f 460,720.25 f 468,182.13 $ 500,287.45 f 529,754.86 —$ 581,685.06 $ 598.649.53 $ 199,447.07 f f 210,633.96 f f 1,820.961.43 f 867,118.94 $ 40,551.69 $ 24.390.37 f 2.528,647.52 g:\elk river\t21.106811_ramsey\8_construction_phase\pay requests\pay app 32\femrite pay app 32 revised.docx August 10, 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. 32 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 59 day period between pay application 31 and 32. This reduces the requested amount by $29,500. This pay request also reduces the retainage to 1% which still leaves $166,073.08 in retainage. 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