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4.6. SR 05-07-2018 Request for Action To Item Number Mayor and City Council 4.6 Agenda Section Meeting Date Prepared by Consent May 7, 2018 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 P ROJECT P AY E ST. # C ONTRACTOR A MOUNT 2017 Street Improvements 8 North Valley, Inc. $182,066.33 2017 Trail Improvements Final North Valley, Inc. $17,390.38 Attachments  Pay Estimates The Elk River Vision A welcoming community with revolutionary and spirited resourcefulness, exceptional service, and community engagement that encourages and inspires prosperity Contractor's Application for Payment No. 8 To City of Elk River Application 11/2/2017 Application Date: April 11, 2018 (Owner): Period: 4/11/2018 Project: 2017 Street Improvements From (Contractor): Via (Engineer): Hakanson Anderson North Valley, Inc. Application For Payment Change Order Summary Approved Change Orders Number Additions Deductions 1 101,722.24 2 83,206.98 TOTALS NET CHANGE BY CHANGE ORDERS $184,929.22 $0.00 $184,929.22 1. ORIGINAL CONTRACT PRICE ................................. $ $3,777,635.22 2. Net change by Change Orders ....................................... $ $184,929.22 3. Current Contract Price (Line 1 f 2) .............................. $ $3,962,564.44 4. TOTAL COMPLETED AND STORED TO DATE $ $4,350,670.81 5. RETAINAGE: a. 1% X Work Completed ........................... $ $43,506.71 b. 0% X Stored Material .............................. $ $0.00 c. Total Retainage (Line 5.a + Line 5.b) ................. $ $43,506.71 6. AMOUNT ELIGIBLE TO DATE (Line 4 - Line 5.c).. $ $4,307,164.10 7. LESS PREVIOUS PAYMENTS .................................... $ $4,125,097.77 8. AMOUNT DUE THIS APPLICATION ........................ $ $182,066.33 Contractor's Certification The undersigned Contractor certifies, to the best of its knowledge, the following: (1) All previous progress payments received from Owner on account of Work done under the Contract have been applied on account to discharge Contractor's legitimate obligations incurred in connection with the Work covered by prior Applications for Payment; (2) Title to all Work, materials and equipment incorporated in said Work, or otherwise listed in or covered by this Application for Payment, will pass to Owner at time of payment free and clear of all Liens, security interests, and encumbrances (except such as are covered by a bond acceptable to Owner indemnifying Owner against any such Liens, security interest, or encumbrances); and (3) All the Work covered by this Application for Payment is in accordance with the Contract Documents and is not defective. Contractor Signature By: Date: ENGINEER: HAKANSON ANDERSON Certification: We recommend payment for work and quantites shown. (Engineer) (Date) OWNER: CITY OF ELK RIVER (Owner) (Date) PAY ESTIMATE #8 CITY OF ELK RIVER 2017 Street Improvements ain crucni u c ,-A., _ a e a 7nA-4i v-na - nanun aearwev ITEM NO. ITEM DESCRIPTION ESTIMATED QUANTITY UNIT CONTRACT UNIT PRICE CONTRACT AMOUNT USED TO DATE EXTENSION 1 MOBILIZATION 0.13 LUMP SUM $80,250.77 S 10432.60 0.13 5 10432.60 2 CLEARING 1 TREE 51564.72 S 1,564.72 3 S 4694.16 3 GRUBBING 1 TREE $586.78 S 566.78 3 $ 1,760.34 4 REMOVE CURB AND GUTTER 4,730 LIN FT S3.23 $ 15,27290 4,816 S 15 562.14 5 REMOVE CONCRETE PAVEMENT 990 SO FT 52.61 S 2.583.90 1,168 5 3048.48 6 REMOVE CONCRETE WALK 750 SO FT $2.09 5 1,567.50 947 $ 1,979.23 7 SAWING CONCRETE PAVEMENT FULL DEPTH 90 LIN FT 53.16 S 284.40 94 S 297.04 8 SAWING BITUMINOUS PAVEMENT FULL DEPTH 103 LIN FT $1.98 S 203.94 103 S 203.94 9 ISALVAGE CHAIN LINK FENCE 50 LIN FT S16.05 S 802.50 70 S 1,123.50 10 SALVAGE SIGN SUPPORT 3 EACH $26.75 S 80.25 2 S 53.50 11 SALVAGE CASTING 13 EACH 5110.48 S 1,436.24 13 S 1,436.24 12 SUBGRADE EXCAVATION EV 160 CU YD S11.73 S 1,876.60 248 S 2,909.04 13 WATER 100 MGAL S27.82 S 2,782.00 66 S 1,836.12 14 FULL DEPTH RECLAMATION 17,388 SO YD $1.35 S 23 473.80 17,368 S 23 473.80 15 HAUL FULL DEPTH RECLAMATION LV 2,801 CU YD $7.14 S 19,999.14 3.391 $ 24 211.74 16 HAUL FULL DEPTH RECLAMATION LV 416 CU YD 57.14 S 2,970.24 344 S 2,456J6 17 MILL BITUMINOUS SURFACE 2" 19 SQ YD $26.75 $ 508.25 19 $ 506.25 18 BITUMINOUS MATERIAL FOR TACK COAT 807 GALLON $2.51 S 2.025.57 700 $ 1,757.00 19 TYPE SP 9.5 WEARING COURSE MIXTURE 2.8 513 TON $50.06 S 25 660.78 468 S 23,428.08 20 TYPE SP 12.5 WEARING COURSE MIXTURE (3,C) 1,756 TON 547.02 S 82,567.12 1,822.62 $ 85699.59 21 TYPE SP 12.5 NON WEARING COURSE MIXTURE (3,B) 2 194 TON $41.31 S 90,634.14 2,106.48 S 87,018.69 22 15" RC PIPE SEWER DESIGN 3006 CLASS V 103 LIN FT $53.03 S 5,46Z09 94 $ 4,984.62 23 CONNECT TO EXISTING STORM SEWER 6 EACH $1,988.64 S 15 909.12 8 S 15 909.12 24 ADJUST VALVE BOX 5 EACH $303,821 S 1,519.10 6 S 1,622,92 25 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL 6 LIN FT $441.92 $ 2651.52 10 $ 4419.20 26 CONSTRUCT DRAINAGE STRUCTURE DESIGN 46 - 4020 38 LIN FT $419.82 S 15,911 . 18 44 S 18 472.08 27 CASTING ASSEMBLY 10 EACH $524.78 5 5,247.80 13 S 6822.14 28 ADJUST FRAME AND RING CASTING 17 EACH 5740.22 $ 12.583.74 23 S 17 025.06 29 SEAL CATCH BASIN 13 EACH S155.15 S 2016.95 24 S 3,723.60 30 4" CONCRETE WALK 380 SO FT $6.371 $ 2.420.60 515 S 3,280.55 31 6" CONCRETE WALK 705 SQ FT $7.44 S 5,245.20 536 S 3,987.84 32 CONCRETE CURB AND GUTTER DESIGN 8618 4,730 LIN FT $12.79 $ 60 496.70 4,818 $ 61,622.22 33 8" CONCRETE DRIVEWAY PAVEMENT 177 SO YD $57.78 S 10,227.06 142.5 S 8233.65 34 TRUNCATED DOMES 100 SQ FT S48.15 S 4,615.00 75 S 3611.25 35 INSTALL SALVAGED FENCE 50 LIN FT 526.75 S 1,33T50 70 S 1,872.50 36 TRAFFIC CONTROL 0.13 LUMP SUM $79,859.23 S 10 381.70 0.13 $ 10 381.70 37 INSTALL SIGN SUPPORT 3 EACH 580.25 S 240.75 2 S 160.50 38 STABILIZED CONSTRUCTION EXIT 0.13 LUMP SUM S5.200.23 S 676.03 0.13 $ 676.03 39 FERTILIZER TYPE 1 228 POUND $1.02 S 232.56 228 S 232.56 40 COMMON TOPSOIL BORROW LV 270 CU YD $32.12 5 8,672.40 249 S 7,997.88 41 SEEDING 1.25 ACRE S374.50 S 468.13 1.25 S 468.13 42 SEED MIXTURE 25-131 126 POUND S3.20 S 403.20 126 $ 403.20 43 HYDRAULIC NATURAL TACKIFIER 2,760 SQ YD $0.75 S 2.070.00 2,760 S 2,070.00 44 EROSION CONTROL 0.13 LUMP SUM S3,210.00 S 417.30 0.13 S 417.30 45 PAVEMENT MESSAGE EPDXY 30 SQ FT S5.73 $ 171.90 30 1 5 171.90 46 4" SOLID LINE EPDXY 5,535 LIN FT $0.31 S 1,715.65 5,550 $ 7 720.50 47 24" SOLID LINE EPDXY 42 LIN FT $6.88 S 288.96 40 S 275.20 48 4" DOUBLE SOLID LINE EPDXY 345 LIN FT $0.62 S 213.90 345 S 213.90 49 CROSSWALK EPDXY 432 SQ FT $3.67 $ 1,565.44 432 S 1,585.44 Total Bid Schedule "A" S 460,720.25 $ 476,450.83 SAMunicip0AelkrveAER303\PAY ESTIMATES\ER303 PE.xisx PE - 1 PAY ESTIMATE #8 CITY OF ELK RIVER 2017 Street Improvements BID SCHEDULE "B" - S.A.P. 204-129-001 - JOPLIN STREET ITEM NO. ITEM DESCRIPTION ESTIMATED QUANTITY UNIT CONTRACT UNIT PRICE CONTRACT AMOUNT USED TO DATE EXTENSION 1 MOBILIZATION 0.17 LUMP SUM S80,250.80 S 12.037.62 0.17 S 13 642.64 2 REMOVE CURB AND GUTTER 5215 LIN FT $3.23 S 16.844.45 5,202 S 16 802.46 3 REMOVE CONCRETE PAVEMENT 505 SQ FT 52.61 S 1,318.05 793 5 2,069.73 4 REMOVE CONCRETE WALK 2,927 SQ FT $2.09 $ 6,117.43 4,595 1 S 9,603.55 5 REMOVE BITUMINOUS PAVEMENT 36 SO YD $26.75 S 963.00 187 $ 5,002.25 6 SAWING CONCRETE PAVEMENT FULL DEPTH 58 LIN FT $3.16 S 183.28 130 S 410.80 7 SAWING BITUMINOUS PAVEMENT FULL DEPTH 311 LIN FT $1.98 S 615.78 311 S 615.76 B SALVAGE SIGN SUPPORT 12 EACH $26.75 $ 321.00 18 $ 481.50 9 SALVAGE CASTING 9 EACH $110.481 $ 994.32 12 S 1.325.76 10 SUBGRADE EXCAVATION EV 870 CUYD 519.56 S 17017.20 1,105 S 21.613.80 11 WATER 150 MGAL $27.82 S 4173.00 36 5 1001.52 12 FULL DEPTH RECLAMATION 18,008 SQ YD $1.39 S 25 031.12 18,008 S 25,031.12 13 HAUL FULL DEPTH RECLAMATION LV 4121 CU YD 56.49 S 26 745.29 5,302 $ 34,409.98 14 HAUL FULL DEPTH RECLAMATION LV 2608 CU YD $6.49 S 16 925.92 2,328 $ 15,108.72 15 MILL BITUMINOUS SURFACE 2" 64 SQ YD $9.63 $ 616.32 64 S 616.32 16 MILL BITUMINOUS SURFACE 2.5" 45 SQ YD $9.63 $ 433.35 45 5 433.35 17 BITUMINOUS MATERIAL FOR TACK COAT 829 GALLON $2.51 S 2,080.79 610 S 1,531.10 10 TYPE SP 9.5 WEARING COURSE MIXTURE 2,6 465 TON $49.85 S 23180.25 436.86 S 21 778.47 19 TYPE SP 12.5 WEARING COURSE MIXTURE 3,C 2051 TON $46.04 $ 94 428.04 2.161.55 S 99,517.76 20 TYPE SP 12.5 NON WEARING COURSE MIXTURE (3,B) 2,250 TON $40.72 S 91 620.00 2,320.24 S 94 480.17 21 TYPE SP 12.5 BITUMINOUS MIXTURE FOR PATCHING 10 TON $197.95 S 1,979.50 103.13 $ 20,414.58 22 ADJUST VALVE BOX 6 EACH $513.54 S 3,081.24 6 S 3,081.24 23 INSTALL CASTING 12 EACH $110.48 $ 1.325.76 12 S 1,325.76 24 ADJUST FRAME AND RING CASTING 5 EACH $740.22 S 3,701.10 8 $ 5,921.76 25 SEAL CATCH BASIN 12 EACH $155.15 S 1,861.80 12 S 1,861.80 26 4" CONCRETE WALK 1,752 SQ FT $6.37 $ 11 160.24 2.201 S 14 020.37 27 6" CONCRETE WALK 1,175 SQ FT S7.44 S 8,742.00 2,379 S 17699.76 26 CONCRETE CURB AND GUTTER DESIGN 8618 5,215 LIN FT S12.79 S 66 699.65 5,177 S 66 213.83 29 7" CONCRETE DRIVEWAY PAVEMENT 58 SQ YD S77.04 S 4,468.32 103.7 $ 7,989.05 30 TRUNCATED DOMES 220.0 SQ FT S48A5 S 10,593.00 292 S 14,059.80 31 TRAFFIC CONTROL 0.15 LUMP SUM $79,859.20 S 11,978.8B 0.15 S 11,978.88 32 INSTALL SIGN SUPPORT 9 EACH 580.25 S 722.25 18 S 1,444.50 33 ADJUST HANDHOLE 2 EACH 5428.00 $ 856.00 1 S 428.00 34 RIGID PVC LOOP DETECTOR 6'x6' 4 EACH $909.51 $ 3,638.04 1 S 909.51 35 STORM DRAIN INLET PROTECTION 13 EACH $90.95 S 1,182.35 14 S 1,273.30 36 STABILIZED CONSTRUCTION EXIT 0.15 LUMP SUM $5,200.27 $ 780.04 0.15 $ 780.04 37 FERTILIZER TYPE 1 300 POUND $1.02 S 306.00 300 $ 306.00 38 COMMON TOPSOIL BORROW LV 330 CU YD $34.25 S 11,302.50 354 S 12124.50 39 SEEDING 1 ACRE $374.51 S 374.51 1 S 374.51 40 SEED MIXTURE 25-131 165 POUND $3.20 S 528.00 165 5 528.00 41 HYDRAULIC NATURAL TACKIFIER 3,630 SQ YD $0.75 S 2,722.50 3,630 $ 2,722.50 42 EROSION CONTROL 0.15 LUMP SUM $3,210.07 S 481.51 0.15 $ 481.51 43 PAVEMENT MESSAGE EPDXY 99 SQ FT $5.73 $ 567.27 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 S6.88 $ 811.84 156 $ 1,073.28 46 4" BROKEN LINE EPDXY 960 LIN FT $0.31 S 297.60 880 S 272.80 47 4" DOUBLE SOLID LINE EPDXY 2210 LIN FT $0.62 S 1,370.20 2,183 $ 1,353.46 48 CROSSWALK EPDXY 1872 SQ FT $3.67 S 6,870.24 1.602 S 5,879.34 Total Bid Schedule "B" $ 500,287.45 I S 560,800.83 S:\Municipal\Aelknver1ER303\PAY ESTIMATES\ER303 PE.xlsx PE - 2 PAY ESTIMATE #8 CITY OF ELK RIVER 2017 Street Improvements R1n Cr:HFnlll F ^r"' _CAP InA_111-nni _ RI ICINFCC r:FNTFR nRNF ITEM NO. ITEM DESCRIPTION ESTIMATED QUANTITY UNIT CONTRACT UNIT PRICE CONTRACT AMOUNT USED TO DATE EXTENSION 1 MOBILIZATION 0.17 LUMP SUM $80,250.82 S 13,642.64 0.17 $ 13,642.64 2 REMOVE CURB AND GUTTER 3490 LIN FT $323 S 11 272.70 3,579 $ 11,560.17 3 REMOVE CONCRETE PAVEMENT 1,016 SQ FT S2.61 S 2,651.76 1,318 S 3,439.98 4 IREMOVE CONCRETE WALK 2,468 SO FT $2.09 $ 5.158.12 3,951 1 S 8257.59 5 SAWING CONCRETE PAVEMENT FULL DEPTH 84 LIN FT $3.16 $ 265.44 170 S 537.20 6 SAWING BITUMINOUS PAVEMENT FULL DEPTH 125 LIN FT $1.96 S 247.50 125 $ 247.50 7 SALVAGE SIGN SUPPORT 5 EACH 537.45 S 187.25 14 $ 524.30 8 SALVAGE CASTING 15 EACH $107.00 $ 1,605.00 16 $ 1,712.00 9 SUBGRADE EXCAVATION EV 2,167 CU YD 518.54 S 40.176.18 3,673 S 68,097.42 10 WATER 150 MGAL S27.82 S 4,173.00 92 $ 2,559.44 11 FULL DEPTH RECLAMATION 21,725 SQ YD 51.21 $ 26 287.25 22,095 S 26 734.95 12 HAUL FULL DEPTH RECLAMATION LV 7,409 CU YD $6.26 S 46,380.34 7,846 $ 49 115.96 13 HAUL FULL DEPTH RECLAMATION LV 7024 CU YD S6.25 S 43 900.00 7,894 5 49 337.50 14 MILL BITUMINOUS SURFACE 2" 44 SO YD $9.63 S 423.72 44 S 423.72 15 BITUMINOUS MATERIAL FOR TACK COAT 1,200 GALLON $2.51 $ 3,012.00 1,025 5 2,572.75 16 TYPE SP 12.5 WEARING COURSE MIXTURE 3,C 2,613 TON $45.99 $ 120,171.87 2,651.43 S 121,939.27 17 TYPE SP 12.5 NON WEARING COURSE MIXTURE (3,B) 3,264 TON 541.24 5 134 607.36 3,085.55 S 127,248.08 18 ADJUST VALVE BOX 15 EACH $513.54 S 7,703.10 16 S 8.216.64 19 INSTALL CASTING 15 EACH $324.48 S 4,867.20 28 S 9.085.44 20 ADJUST FRAME AND RING CASTING 11 EACH $740.22 S 8,142.42 14 S 10,363.08 21 SEAL CATCH BASIN 15 EACH S155.15 $ 2,327.25 16 1 S 2,482.40 22 4" CONCRETE WALK 2,238 SQ FT $6.37 $ 14,256.06 3,195 $ 20 352.15 23 6" CONCRETE WALK 230 SQ FT $7.44 S 1,711.20 756 S 5,624.64 24 CONCRETE CURB AND GUTTER DESIGN 8618 3490 LIN FT $12.79 $ 44 637.10 3,609 $ 46,159.11 25 7" CONCRETE DRIVEWAY PAVEMENT 114 SO YD S77.04 S 8,782.56 150 S 11,556.00 26 8" CONCRETE DRIVEWAY PAVEMENT 40 SO YD 557.78 S 2,311.20 50.4 S 2,912.11 27 TRUNCATED DOMES 56 SO FT $48.15 S 2,696.40 34 $ 1,637.10 28 TRAFFIC CONTROL 0.17 LUMP SUM 579 859.18 S 13 576.06 0.17 5 13,576.06 29 INSTALL SIGN SUPPORT 5 EACH 580.25 S 401.25 14 S 1,123.50 30 STORM DRAIN INLET PROTECTION 17 EACH $90.95 S 1,546.15 46 S 4,365.60 31 STABILIZED CONSTRUCTION ENTRANCE 0.17 LUMP SUM $5 .200.29 S 884.05 0.17 S 864.05 32 FERTILIZER TYPE 1 72 POUND $1.02 S 73.44 72 S 73.44 33 COMMON TOPSOIL BORROW LV 130 CU YD $34.25 $ 4,452.50 163 S 5,582.75 34 SEEDING 0.25 ACRE $374.46 S 93.62 0.25 $ 93.62 35 SEED MIXTURE 25-131 40 POUND $3.20 $ 128.00 40 $ 128.00 36 HYDRAULIC NATURAL TACKIFIER 871 SO YD 50.75 S 653.25 871 S 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 S5.73 S 1.100.16 192 $ 1,100.16 39 4" SOLID LINE EPDXY 5.912 LIN FT S0.31 S 1,832.72 6,150 S 1,906.50 40 24" SOLID LINE EPDXY 82 LIN FT $6.88 $ 564.16 76 S 522.68 41 4" BROKEN LINE EPDXY 649 LIN FT $0.31 $ 201.19 560 S 173.60 42 4" DOUBLE SOLID LINE EPDXY 3,170 LIN FT $0.62 $ 1,965.40 4,203 $ 2,605.86 43 CROSSWALK EPDXY 537 SO FT I 53.67 S 1,970.791 612 S 2,246.04 Total Bid Schedule "C" $ 581,585.06 $ 641,920.15 S:\MunicipaMelkriver\ER303\PAY ESTIMATES\ER303 PE.xlsx PE - 3 PAY ESTIMATE #8 CITY OF ELK RIVER 2017 Street Improvements Rin SCNFnIII F •'n" - S A P. ?nd.4d9-nn1 . 193Rn AVFNIIF ITEM NO. ITEM DESCRIPTION ESTIMATED QUANTITY UNIT CONTRACT UNIT PRICE CONTRACT AMOUNT USED TO DATE EXTENSION 1 MOBILIZATION 0.05 LUMP SUM $80,250.80 S 4,012.54 0.05 $ 4,012.54 2 REMOVE CURB AND GUTTER 16 LIN FT $21.40 S 342.40 16 S 342.40 3 REMOVE SEWER PIPE STORM 133 LIN FT $11.05 S 1,469.65 133 S 1,469.65 4 1 REMOVE CONCRETE PAVEMENT 102 SQ FT $2.61 S 266.22 102 S 266.22 5 REMOVE BITUMINOUS PAVEMENT 450 SQ YD $3.69 $ 1,660.50 467 $ 1,723.23 6 REMOVE MANHOLES OR CATCH BASINS 3 EACH $441.92 S 1,325.76 3 $ 1,325.76 7 SAWING CONCRETE PAVEMENT FULL DEPTH 17 LIN FT $3.16 S 53.72 17 $ 53.72 8 SAWING BITUMINOUS PAVEMENT FULL DEPTH 298 LIN FT $1.98 $ 590.04 424 $ 839.52 9 SALVAGE MAILBOX SUPPORT 14 EACH S37.451 S 524.30 14 S 524.30 10 ISUBGRADE EXCAVATION EV 676 CUYD 512.53 S 8470.28 922 S 11552.66 11 WATER 70 MGAL 527.82 S 1,947.40 0 5 12 FULL DEPTH RECLAMATION 6,007 SQ YD 51.33 $ 7,989.31 6,007 $ 7,989.31 13 HAUL FULL DEPTH RECLAMATION LV 1736 CU YD 56.18 S 10 728.48 2,114 S 13 064.52 14 HAUL FULL DEPTH RECLAMATION LV 1.736 CU YD $6.16 S 10 728.48 2,012 $ 12 434.16 15 MILL BITUMINOUS SURFACE 1.5" 24 SO YD $26.75 $ 642.00 24 S 642.00 16 BITUMINOUS MATERIAL FOR TACK COAT 350 GALLON $2.51 S 878.50 320 S 803.20 17 TYPE SP 9.5 WEARING COURSE MIXTURE (2,C) 529 TON 547.87 S 25,323.23 502.5 $ 24,054.68 18 TYPE SP 12.5 NON WEARING COURSE MIXTURE 2,B 882 TON S40.23 S 35 482.66 908.2 $ 36 536.89 19 TYPE SP 12.5 WEARING COURSE MIXTURE (2,B) 2.5" THICK 323 SQ YD $11.74 $ 3,792.02 340.7 S 3,999.82 20 15" RC PIPE APRON 1 EACH $828.60 S 828.60 1 S 628.60 21 12" RC PIPE SEWER DESIGN 3006 CLASS V 6 LIN FT 552.48 S 314.88 6 S 314.88 22 15" RC PIPE SEWER DESIGN 3006 CLASS V 91 LIN FT $53.03 S 4.825.73 91 S 4,825.73 23 ADJUST VALVE BOX 2 EACH $303.82 S 607.64 $ 24 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL 3 LIN FT $441.92 S 1,325.76 3 $ 1,325.76 25 CONSTRUCT DRAINAGE STRUCTURE DESIGN 48 - 4020 15 LIN FT $524.78 S 7,661.79 14.6 S 7.661.79 26 CASTING ASSEMBLY 4 EACH S524.78 S 2,099.12 4 $ 2,099.12 27 1ADJUST FRAME AND RING CASTING 2 EACH S110.48 S 220.96 2 S 220.96 28 SEAL CATCH BASIN 4 EACH $155.15 S 620.60 4 S 620.60 29 CONCRETE CURB AND GUTTER DESIGN 6412 3,511 LIN FT $11.72 S 41 148.92 3.520 $ 41,254.40 30 6" CONCRETE DRIVEWAY PAVEMENT 144 SQ YD S52.971 S 7627.68 147.5 S 7,813.08 31 INSTALL MAILBOX SUPPORT 14 EACH $42.80 S 599.20 14 S 599.20 32 TRAFFIC CONTROL 0.05 LUMP SUM S79,859.20 S 3,992.96 0.05 S 3,992.96 33 STORM DRAIN INLET PROTECTION 6 EACH $90.95 S 545.70 6 S 545.70 34 SEDIMENT CONTROL LOG TYPE COMPOST 320 LIN FT 51.87 S 598.40 0.0 $ 35 STABILIZED CONSTRUCTION EXIT 0.05 LUMP SUM $5,200.20 $ 260.01 0.05 S 260.01 36 CULVERT END CONTROLS 1 EACH $240.75 S 240.75 1 $ 240.75 37 FERTILIZER TYPE 1 261 POUND 51.02 S 266.22 261 S 266.22 38 COMMON TOPSOIL BORROW LV 150 CY $34.25 $ 5,137.50 150 5 5,137.50 39 SEEDING 1 ACRE S374.51 S 370.76 1 $ 374.51 40 SEED MIXTURE 25-131 191 POUND $3.20 $ 611.20 191 S 611.20 41 HYDRAULIC NATURAL TACKIFIER 4,206 SQ YD 50.75 $ 3,154.50 4,206 $ 3,154.50 42 EROSION CONTROL 0.05 1 LUMP SUM $3,210.00 $ 160.50 0.05 $ 160.50 Total Bid Schedule "D" $ 199,447.07 $ 203,942.55 S:\MunicipalVAelkriver\ER303\PAY ESTIMATES\ER303 PE.xlsx PE -4 PAY ESTIMATE #8 CITY OF ELK RIVER 2017 Street Improvements Rin SCHFnIII F"r" _ C A P. 9nd.154.nn1 . FVANS CTRFFT ITEM NO. ITEM DESCRIPTION ESTIMATED QUANTITY UNIT CONTRACT UNIT PRICE CONTRACT AMOUNT USED TO DATE EXTENSION 1 MOBILIZATION 0.06 LUMP SUM 580,250.83 S 4,815.05 0.06 $ 4,815.05 2 REMOVE CURB AND GUTTER 2160 LIN FT S5.20 $ 11,232.00 1.859 $ 9666.80 3 REMOVE CONCRETE PAVEMENT 1,412 SO FT $1.46 S 2.061.52 2,778.2 S 4,056.17 4 1 REMOVE CONCRETE WALK 2,230 SO FT $1,091 $ 2,430.70 4,612 S 5.027.08 5 REMOVE BITUMINOUS PAVEMENT 774 SQ YD $4.84 S 3,746.16 1,619 S 7,835.96 6 SAWING CONCRETE PAVEMENT FULL DEPTH 230 LIN FT S3.16 S 726.80 282 S 691.12 7 SAWING BITUMINOUS PAVEMENT FULL DEPTH 360 LIN FT S2.09 S 752.40 2,550 S 5,329.50 8 SALVAGE SIGN SUPPORT 6 EACH $37.45 $ 224.70 3 $ 112.35 9 SALVAGE CASTING 11 EACH 5107.00 S 1,177.00 13 S 1.391.00 10 MILL BITUMINOUS SURFACE 1.5" 1,544 SO YD S1.95 $ 3,010.80 1,949 S 3,800.55 11 MILL BITUMINOUS SURFACE 8,330 SO YD SO.59 S 4.914.70 8,063 $ 4,75T 17 12 BITUMINOUS MATERIAL FOR TACK COAT 883 GALLON $2.51 S 2,216.33 870 $ 2,183.70 13 TYPE SP 9.5 WEARING COURSE MIXTURE (3,C) 1530 TON $47.87 S 73,241 A0 1,540.76 S 73,756.18 14 TYPE SP 12.5 BITUMINOUS MIXTURE FOR PATCHING 185 TON $59.82 S 11 066.70 264.54 $ 15,824.78 15 IADJUST VALVE BOX 5 EACH $441.92 S 2,209.60 6 S 2.651.52 16 INSTALL CASTING 11 EACH $110.48 $ 1,215.28 13 S 1,436.24 17 ADJUST FRAME AND RING CASTING 2 EACH 5994.32 5 1,988.64 1 S 994.32 18 SEAL CATCH BASIN 11 EACH $155.15 S 1706.65 13 $ 2016.95 19 4" CONCRETE WALK 1.400 SQ FT 56.37 S 8,918.00 991 S 6.312.67 20 6" CONCRETE WALK 870 SQ FT $7.44 S 6,472.80 3621.38 S 26,943.07 21 CONCRETE CURB AND GUTTER DESIGN 8618 2,160 LIN FT $12.79 $ 27 626.40 1,966 S 25 145.14 22 7" CONCRETE DRIVEWAY PAVEMENT 157 SQ YD 577.04 S 12 095.28 309.8 S 23 866.99 23 TRUNCATED DOMES 294 SQ FT $48.15 $ 14156.10 100 $ 4,815.00 24 TRAFFIC CONTROL 0.06 LUMP SUM $79,859.171 S 4,791.55 0.06 $ 4,791.55 25 INSTALL SIGN SUPPORT 6 EACH $80.25 $ 481.50 3 S 240.75 26 STORM DRAIN INLET PROTECTION 11 EACH 590.95 S 1,000.45 12 S 1,091.40 27 STABILIZED CONSTRUCTION EXIT 0.06 LUMP SUM S5,200.33 S 312.02 0.06 1 S 312.02 28 COMMON TOPSOIL BORROW LV 30 CU YD $47.06 S 1,411.80 60 $ 2,823.60 29 SEEDING OAS ACRE 5374.47 $ 56.17 0.15 S 56.17 30 SEED MIXTURE 25-131 25 POUND $3.20 $ 60.00 25 $ 80.00 31 IHYDRAULIC NATURAL TACKIFIER 533 SO YD $0.75 S 399.75 533 S 399.75 32 EROSION CONTROL 0.06 LUMP SUM S3,210.00 S 192.60 0.06 $ 192.60 33 PAVEMENT MESSAGE EPDXY 71 SQ FT $5.73 S 406.83 71 S 406.83 34 4" SOLID LINE EPDXY 240 LIN FT $0.31 S 74.40 280 $ 86.80 35 24" SOLID LINE EPDXY 70 LIN FT $6.88 S 481.60 29 $ 199.52 4" BROKEN LINE EPDXY 1,150 LIN FT $0.31 S 356.50 1,100 $ 341.00 ft3736 4" DOUBLE SOLID LINE EPDXY 2,250 LIN FT $0.62 S 1,395.00 1 2044 S 1 267.28 38 CROSSWALK EPDXY 324 SQ FT $3.67 $ 11189.08 324 S 1 789.08 Total Bid Schedule "E" $ 210,633.96 S 247,107.66 S:\Municipal\Aelkdver\ER303\PAY ESTIMATES\ER303 PE.xlsx PE - 5 PAY ESTIMATE #8 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 $80,250.00 S 35310.00 0.44 S 35,310.00 2 CLEARING 0.1 ACRE $21,698.20 S 2169.82 0.1 $ 2169.82 3 CLEARING 2 TREE $183.37 $ 366.74 5 $ 916.65 4 GRUBBING 0.1 ACRE $14,363.70 S 1,436.37 0.1 1 S 1,436.37 5 GRUBBING 3 TREE $103.911 S 311.73 5 $ 519.55 6 REMOVE CURB AND GUTTER 2,629 LIN FT S3.23 S 8,491.67 2,527 S 8,162.21 7 REMOVE SEWER PIPE STORM 166 LIN FT $11.05 $ 1 834.30 166 $ 1,834.30 8 REMOVE CONCRETE PAVEMENT 6,942 SO FT $2.61 S 18 118.62 6,834 $ 17 836.74 9 REMOVE CONCRETE WALK 990 SO FT $2.09 S 2,069.10 757 S 1,582.13 10 REMOVE BITUMINOUS PAVEMENT 5,348 SO YD 54.43 S 23691.64 6,207.5 S 27,499.23 11 REMOVE RIPRAP 27 CU YD $38.67 $ 1.044.09 27 S 1.044.09 12 SAWING CONCRETE PAVEMENT FULL DEPTH 726 LIN FT $3.16 5 2,300.48 795 $ 2 512.20 13 SAWING BITUMINOUS PAVEMENT FULL DEPTH 4767 LIN FT 51.98 S 9.438.66 8,257 $ 16,348.86 14 SALVAGE SIGN SUPPORT 17 EACH 537.45 S 636.65 12 S 449.40 15 SALVAGE CASTING 22 EACH $110.48 S 2,430.56 16 $ 11767.68 16 SALVAGE MAILBOX SUPPORT 104 EACH 537.45 S 3,894.80 114 S 4269.30 17 LANDSCAPE ALLOWANCE 1 ALLOWANCE $20000.00 S 20000.00 0.38 S 7600.00 18 REMOVE MISCELLANEOUS STRUCTURES 1 LUMP SUM S1.070.011 S 1,070.01 1 S 1,070.01 19 SALVAGE MISCELLANEOUS STRUCTURES 1 LUMP SUM $1,070.01 $ 1,070.01 1 $ 1,070.01 20 COMMON EXCAVATION EV 3,707 CU YD 515.07 S 55 864.49 3,161 5 47,636.27 21 SUBGRADE EXCAVATION EV 6,113 CU YD $16.60 S 101,475.80 9.636 $ 159 957.60 22 WATER 250 MGAL S2T82 S 6.955.00 97 $ 2,698.54 23 AGGREGATE BASE CLASS 5 33 TON $26.75 S 682.75 10 S 267.50 24 FULL DEPTH RECLAMATION 44993 SO YD S1.50 S 67,489.50 45,449 $ 68 173.50 25 HAUL FULL DEPTH RECLAMATION LV 10,492 CU YD $9,00 5 94,428.00 11,698 $ 105,282.00 26 HAUL FULL DEPTH RECLAMATION LV 10,492 CU YD $9.00 S 94 426.00 14,358 S 129 222.00 27 SHOULDER BASE AGGREGATE CLASS 2 50 TON $44.94 S 2,247.00 74.36 $ 3,341.74 28 MILL BITUMINOUS SURFACE 1.5" 2.818 SO YD 51.84 S 5,185.12 3,490 $ 6,421.60 29 MILL BITUMINOUS SURFACE 5.964 51,03 S 6142.92 5,774 S 5947.22 30 BITUMINOUS MATERIAL FOR TACK COAT 3,988 GALLON $2.51 S 10 009.88 4,045 S 10 152.95 31 TYPE SP 9.5 WEARING COURSE MIXTURE 2,C 5,114 TON $48.75 $ 249 307.50 5,074.5 S 247,381.88 32 TYPE SP 9.5 WEARING COURSE MIXTURE (3,C) 1,117 TON $50.35 S 56 240.95 1,100.82 S 55 426.29 33 TYPE SP 12.5 NON WEARING COURSE MIXTURE (2,B) 6,618 TON 540.56 $ 268 558.44 6,713.71 S 272 442.35 34 TYPE SP 12.5 WEARING COURSE MIXTURE (2,B) 2.5" THICK 1,241 SO YD $13.14 S 16 306.74 1,295.1 $ 17,017.61 35 TYPE SP 12.5 BITUMINOUS MIXTURE FOR PATCHING 695 TON 567.92 $ 47,204.40 966.93 S 67032.29 36 15" CS PIPE CULVERT 64 LIN FT 550.82 S 3,252.46 70 S 3,557.40 37 12" GS PIPE APRON 1 EACH $248.58 S 248.58 1 S 248.58 38 15" GS PIPE APRON 6 EACH $276.20 $ 1,657.20 6 S 1,657.20 39 15" RC PIPE APRON 3 EACH $828.60 $ 2,485.80 3 S 2,485.80 40 18" RC PIPE APRON i EACH $883.84 S 883.84 3 S 2T651.52 41 24" RC PIPE APRON 2 EACH $1,436.25 $ 2,872.50 0 $ 42 15" RC PIPE CULVERT DESIGN 3006 CLASS V 32 LIN FT $66.29 $ 2,12t28 32 $ 2,121.28 43 12" RC PIPE SEWER DESIGN 3006 CLASS V 12 LIN FT $52.48 S 629.76 12 S 629.76 44 15" RC PIPE SEWER DESIGN 3006 CLASS V 73 LIN FT S53.03 S 3,871 . 19 88 S 4666.64 45 16" RC PIPE SEWER DESIGN 3006 CLASS 111 158 LIN FT 556.34 S 8,901.72 240 S 13,521.60 46 24" RC PIPE SEWER DESIGN 3006 CLASS 111 74 LIN FT $62.97 S 4,659.78 $ 47 12" HDPE PIPE SEWER - DIRECTIONAL DRILLED 137 LIN FT $154.67 S 21 189.79 137 $ 21 189.79 48 ADJUST VALVE BOX 7 EACH $303.82 $ 2,126.74 9 $ 2,734.38 49 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL 9 LIN FT $441.92 $ 4,012.63 9.08 S 4,012.63 50 CONSTRUCT DRAINAGE STRUCTURE DESIGN 48 - 4020 30 LIN FT $386.68 $ 11 739.60 30.36 S 11,739.60 51 CONSTRUCT DRAINAGE STRUCTURE DESIGN 60 - 4020 4 LIN FT 5718.12 S 3,095.10 4.31 $ 3,095.10 52 CASTING ASSEMBLY 9 EACH $524,78 S 4,723.02 10 $ 5247.8 53 INSTALL CASTING 22 EACH $110.48 $ 2430.56 14 S 1,546.72 54 ADJUST FRAME AND RING CASTING 7 EACH $740.22 S 5,181.54 5 S 3,701.10 55 SEAL CATCH BASIN 31 EACH $155.15 $ 4,809.65 26 $ 4,033.90 56 RANDOM RIPRAP CLASS III 25 CU YD $121.53 $ 2,989.64 42.7 $ 5,189.331 57 GE TEXTILE FILTER TYPE IV 86 SO YD $5.52 S 474.72 108 $ 596.16 58 4" CONCRETE WALK 25 SO FT $6.37 $ 159.25 88 5 560.56 59 6" CONCRETE WALK 990 SO FT 57.44 S 7,365.60 583 5 4 337.52 60 CONCRETE CURB AND GUTTER DESIGN 8412 18,806 1 LIN FT 1 $11.72 $ 220,40&32 1 18,897 5 221 472.84 SAMunicipalWelkriver\ER303\PAY ESTIMATES\ER303 PE.xlsx PE - 6 PAY ESTIMATE #8 CITY OF ELK RIVER 2017 Street Improvements RID SCHFIV II F "F" . I OCAI FI INDING - CDNTINI IFD ITEM NO. ITEM DESCRIPTION ESTIMATED QUANTITY UNIT CONTRACT UNIT PRICE CONTRACT AMOUNT USED TO DATE EXTENSION 61 CONCRETE CURB AND GUTTER DESIGN 8618 2559 LIN FT $12.79 S 32,729,61 2.401 S 30,708.79 62 6" CONCRETE DRIVEWAY PAVEMENT 1 397 SO YD S52.97 S 73,999.09 1,802.6 S 95,483.72 63 7" CONCRETE DRIVEWAY PAVEMENT 106 SO YD $77.04 S 8,166.24 94 $ 7,241.76 64 8" CONCRETE DRIVEWAY PAVEMENT 73 SQ YD $57.78 S 4,217.94 0 $ 65 CONCRETE DRAINAGE FLUME 61 SO YD $115.56 S 7,049.16 50 $ 5778.00 66 TRUNCATED DOMES 170 SO FT $48.15 S 8,185.50 88 S 4,237.20 67 BITUMINOUS CURB 1,710 LIN FT S2.14 S 3,659.40 2,461 $ 5,266.54 66 MAILBOX SUPPORT 15 EACH $101.65 S 1,524.75 10 S 1,016.50 69 INSTALL MAILBOX SUPPORT 104 EACH S42.80 S 4,451.20 114 $ 4,879.20 70 TRAFFIC CONTROL 0.44 LUMP SUM $79,859A8 S 35,138.04 0.44 S 35,138.04 71 INSTALL SIGN SUPPORT 17 EACH $80.25 S 1,364.25 12 $ 963.00 72 ADJUST HANDHOLE 2 EACH $428.00 $ 856.00 0 $ 73 RIGID PVC LOOP DETECTOR 6'x6' 4 EACH $909.51 S 3,638.04 0 $ 74 SILT FENCE, TYPE MS 2,260 LIN FT S1.87 S 4,263.60 477 S 891.99 75 STORM DRAIN INLET PROTECTION 44 EACH $90.95 $ 4,001.80 51 $ 4,638.45 76 SEDIMENT CONTROL LOG TYPE COMPOST 3450 LIN FT S1.07 S 6,451.50 2,606 $ 4,873.22 77 STABILIZED CONSTRUCTION EXIT 0.44 LUMP SUM S5,200,25 S 2,288.11 0.44 S 2,288.11 78 CULVERT END CONTROLS 2 EACH $240.76 $ 481.52 2 S 481.52 79 IFERTILIZER TYPE 1 2,173 POUND 51.02 S 2216.46 1,436 $ 1,464.72 80 COMMON TOPSOIL BORROW LV 1,092 CU YD $35.85 S 39 148.20 1,807 $ 64 700.95 81 SEEDING 7 ACRE 5374.50 $ 2.640.23 7.05 S 2,640.23 82 SEED MIXTURE 25-131 1,549 POUND $3.20 S 4,956.80 1 549 $ 4,956.80 83 EROSION CONTROL BLANKETS CATEGORY 3 3,125 SO YD S1.55 S 4,843.75 604 S 936.20 84 HYDRAULIC NATURAL TACKIFIER 30,922 SO YD $0.75 S 23,191.50 30,922 $ 23,191.50 85 EROSION CONTROL 0.44 LUMP SUM $3,210.02 S 1,412.41 0.44 $ 1,412.41 86 PAVEMENT MESSAGE EPDXY 45 SO FT S5.73 S 257.85 45 $ 257.85 87 4" SOLID LINE EPDXY 2959 LIN FT 50.31 $ 917.29 5,018 $ 1,555.58 80 24" SOLID LINE EPDXY 43 LIN FT $6.88 $ 295.84 44 $ 302.72 89 4" BROKEN LINE EPDXY 622 LIN FT 50.31 S 192.82 600 $ 186.00 90 4" DOUBLE SOLID LINE EPDXY 1,180 LIN FT $0,62 S 731.60 0 $ 91 CROSSWALK EPDXY 270 SO FT $3.67 S 990,90 0 S Total Bid Schedule "F" $ 1,824,961.43 $ 1,958,368.30 SCHEDULE G - LOCAL FUNDING FIELD CHANGE DIRECTIVE ITEM NO. ITEM DESCRIPTION ESTIMATED QUANTITY UNIT CONTRACT UNIT PRICE CONTRACT AMOUNT USED TO DATE EXTENSION 1 COMMON EXCAVATION CU YD 527.35 623 S 17,039.05 2 STABILIZING AGGREGATE 1.5" CLEAR ROCK TON $36.52 327.78 S 11 970.53 3 4" DRAIN TILE LIN FT 513.13 513 $ 6,735.69 4 GEOTEXTILE FABRIC SO YD $2.74 5,244 $ 14,366.56 5 GRANULAR BORROW CU YD $17.70 994 5 RECYCLE CLASS 5 TON $18.31 202.22 �1736 5 7 ADDITIONAL TREE CLEARING NORFOLK STREET LS S3080.00 1.00 $ $ 74,490.28 SAMunicipaN+elknver\ER303\PAY ESTIMATES\ER303 PE.xlsx PE - 7 PAY ESTIMATE #8 CITY OF ELK RIVER 2017 Street Improvements ITEM NO. ITEM DESCRIPTION ESTIMATED QUANTITY UNIT CONTRACT UNIT PRICE CONTRACT AMOUNT USED TO DATE EXTENSION 1 MOBILIZATION 1 LUMP SUM S2,396.86 S 2,396.86 1 $ 2.396.86 2 REMOVE CONCRETE CURB AND GUTTER 70 LIN FT $17.83 S 1,248.10 173 S 3,084.59 3 MILL BITUMINOUS SURFACE 7800 SQ YD $1.98 $ 15,444.00 7,803 S 15449.94 4 TYPE SP 9.5 WEARING COURSE MIXTURE (2,C) 1320 TON $52.38 S 69 141.60 1,227.22 S 64 261.78 5 BITUMINOUS MATERIAL FOR TACK COAT 750 GAL $3.07 $ 2,302.50 630 S 1 934.10 6 ADJUST VALVE BOX 12 EACH 576.46 S 917.52 8 $ 611.66 7 ADJUST MANHOLE 6 EACH 5195.49 $ 1,172.94 14 $ 2.736.86 8 CONCRETE CURB AND GUTTER 70 LIN FT $31.28 S 2,189.60 173 5 5411.44 9 STORM DRAIN INLET PROTECTION 20 EACH 5740.23 S 2,804.60 19 5 2,664.37 10 TRAFFIC CONTROL 1 LUMP SUM $1,348.36 S 1,348.36 1 5 1,348.36 11 COMMON TOPSOIL BORROW LV 30 CU YD S52.32 S 1,569.60 20.5 S 1,072.56 12 TURF ESTABLISHMENT 1 LUMP SUM $1,186.56 5 1 186.56 1 $ 1,186.56 S 102,179.10 ITEM NO. ITEM DESCRIPTION ESTIMATED QUANTITY UNIT CONTRACT UNIT PRICE CONTRACT AMOUNT USED TO DATE EXTENSION 1 1.5" MILL FULL WIDTH 13 156.00 SO YD $1.12 $ 14 734.72 13,156 S 14.734.72 2 1.5" 12.5 WEAR 2408 1140 TON $51.30 S 58,482.00 1,178 $ 60,431A0 3 TACK COAT 1105 GAL 53.08 S 3.403.40 620 5 1,909.60 4 4" DOUBLE SOLID LINE YELLOW EPDXY 3448 LIN FT 50.85 S 2,930.60 3.798.00 S 3,226.30 5 4" SOLID LINE WHITE EPDXY 530 LIN FT 50.43 227.90 455 S 195.65 6 STOP BARS 78 LIN FT 511.30 881.40 FS 947 CROSSWALK BLOCKS EPDXY 288 SQ FT $6.03 1 736.64 504 S 3 039.12 8 TRAFFIC CONTROL 1 LUMP SUM $810.12 810.12 1 S 610.12 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" Schedule "I" TOTAL WORK COMPLETED TO DATE S:\Municipal\Aelkriver\ER303\PAY ESTIMATES\ER303 PE.xlsx PE - 8 $ 85,411.11 $ 460,720.25 $ 476,450.83 $ 500,287.45 $ 560,800.83 $ 581,585.06 $ 641,920.15 $ 199,447.07 $ 203,942.55 $ 210,633.96 $ 247,107.66 $ 1,824,961.43 $ 1,958,368.30 $ 74,490.28 $ 102,179.10 $ 85,411.11 $ 4,350,670.81 CITY OF ELK RIVER 13065 Orono Parkway Elk River, MN 55330 Elk River Trails Project April 17th, 2018 PAY ESTIMATE NO. 3 (FINAL) FROM: September 1, 2017 TO: November 15, 2017 CONTRACTOR: North Valley Inc. 20015 Iguana St. Nowthen, MN 55330 ITEM NO. DESCRIPTION CONTRACT ITEMS UNIT OTY. UNIT PRICE USED TO DATE OTY. AMOUNT 1 MOBILIZATION LS 1 $1,604.11 1 $1,604.11 2 REMOVE CURB AND GUTTER LIN FT 135 $3.85 163 $627.55 3 REMOVE BIT. PAVEMENT SY 155 $0.01 47 $0.47 4 COMMON EXCAVATION (P) CY 461 $20.30 503 $10,210.90 5 1 JAGGREGATE BASE, CLASS 5 TON 736 $17.47 770 $13,451.90 6 BITUMINOUS PATCH SY 26 $58.61 42 $2,461.62 7 FOG SEAL GAL 1760 $3.74 1500 $5,610.00 8 BIT. WEARING COURSE 2.5" THICK SY 1792 $11.35 1650 $18,727.50 9 4" CONCRETE WALK SF 1 1150 1 $6.36 2822 $17,947.92 10 CONCRETE PEDESTRIAN RAMP EACH 7 $2,031.86 7 $14,223.02 11 CONCRETE CURB AND GUTTER LIN FT 13.5 $21.33 120 $2,559.60 12 TRAFFIC CONTROL LS 1 $802.05 1 $802.05 13 W11-2 WITH W16-71? SIGN EACH 4 $374.29 2 $748.58 14 W 11-2 WITH W 16-91' SIGN EACH 4 $374.29 2 $748.58 15 SILT FENCE, TYPE HEAVY DUTY LIN FT 1300 $2.09 1357 $2,836.13 16 TOPSOIL BORROW(CV) CY 100 $41.44 49 $2,030.56 17 SEED, FERTILIZER, AND BLANKET SY 2200 $1.91 1604 $3,063.64 19 CROSSWALK MARKING SF 1 180 $12.05 180 $2,169.00 Total AMOUNT EARNED AWARDED CONTRACT AMOUNT AMOUNT RETAINED (056) PREVIOUS PAYMENTS AMOUNT DUE TOTAL THIS PERIOD 99,823.13 94,232.03 82,432.75 17,390.38 I hereby certify that all items and amounts shown by this pay estimate are correct for the work completed to date. CONTRACTOR: North Valley, In Approved by Owner/Commission CITY OF ELK RIVER, MINNESOTA ENGINEER: Justin Femrite, BY: `1-23/-1 V $99,823.13