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4.3. SR 10-1-2015Request for Action To Item Number Mayor and City Council 4.3 Agenda Section Meeting Date Prepared by Consent October 19, 2015 Justin Fe rite P.E., City Engineer Item Description Reviewed by Pay Estimates Tim Simon, 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 contracts. Financial Impact PROJECT WWTF Improvements 2015 Street Improvements Attachments ■ Pay Estimates PAY EST. # CONTRACTOR 11 Rice Lake Construction Group 5 North Valley, Inc. AMOUNT $755,263.92 $720,627.81 POWERED 6T Template Updoted 4/14 INAWRE1 Application for Payment Change Order Summary Approved Change Orders Number Additions Deductions t $ 259,991.59 TOTALS NET CHANGE BY CHANGE ORDERS $259,991.59 $0,09 $259,991.59 Contractor's Certification The undersigned Contractor canines that (1) all previous pmgm Payments received from Owner on a0peunt of Work done under t Contract have been applied on account to discharge Contractor's lagitlml obligations Inverted In connection with Work covered by prior Applicatlo for Payment; (2) die of all Work, materials and equipment Incorporated said Work or otherwise listed In or covered by this Application for Payne Wil pass to Owner at Uma of payment free and clear of all Liens, secui Interests and encumbrances (except such as are covered by a 6o acceptable to Owner Indemnifying Owner against any such Llens, satin interest or encumbrances); and (3) all Work covered by this Application Payment Is In accordance wlih the Contract Documents and is t defective. 1. ORIGINAL CONTRACT PRICE 2. Net change by Change Orders 3. CURRENT CONTRACT PRICE (Line 1 t 2) 4. TOTAL COMPLETED AND STORED TO DATE (Column F on Progress Estimate) 5. RETAINAGE: $16,525,200.00 $259,091.59 $16,785,191.59 $9,138,009.64 a. 5% x $9,136,009.64 Work Completed $458,800.48 b. 5% x $0.00 Stored Materials $0.00 c. Total Retalnaga(Line 5a+Line 5b) $456,800.48 8. AMOUNT ELIGIBLE TO DATE (Line 4. Line 5c) $8,879,209.16 T. LESS PREVIOUS PAYMENTS (Line 6 from prior Application) $7,923,945.24 S. AMOUNT DUE THIS APPLICATION 9. BALANCE TO FINISH, PLUS RETAINAGE (Column G on Progress Estimate + Line 5 above) Payment of $755,263.92 (Line 8 or other - attach explanation of other amount) $755,263.92 $8,105,982.43 Is recommended by: Oct. 8, 2015 (Engineer) (Daft) Payment of: $755,263.92 (Line 8 or other - attach explanation of other amount) Is approved by: Approved by: (Finanee Director) (Date) Funding Agency (if applicable) (Deft) VCDC Na Cow (tam seam.) P,sp is tFaam«n' Jolel Costntr Dotwese Commin"tad ta,IMM by rhtMWIlal etmrsh CwhecmwefAmerkasW ul Cwam of SWIffelmnr ivmun. Project: WastewaterTroatment Faculty Improvements 2014 Owner: Cltyof Elk River Application Number 11 Contractor. Rice Lake Construction Group Date of application 10/5(2015 Engineer Bolton & Monk, Inc. Work rAmnlered rhrn,mh Pay Item Number Item Description B Scheduled Value C From Previous Application(C+D) D E This Period Materials Presently Stored (not In Cot D) Total Completed and Stored to Date (C+D+E) % Balance to Finish 01001 Performance Bond $230,186.00 $230,186.00 $230,186.00 100.00 $0.00 01002 Insurance $161,171.00 $161,171.00 $161,171.00 100.00 $0.00 01003 Mobilization $635,418.00 $635,418.00 $635,418.00 100.00 $0.00 01004 Demobilization $30,000.00 $0.00 $0.00 0.00 $30,000.00 01008 Project Allowances $695,434.36 $0.00$0.00 0.00 $695,434.36 01005.1 Submittal Exchange $9,795.00 $9.795.001 $9,795.00 100.001 $0.00 01005.2 Building Permit $29,630.04 $29,530.041 $28,530.04 100.00 $0.00 01005.3 LIB Station SCADA System Allowance $230,000.00 $242,268.591 $242,268.59 105.33 ($12,268.59) 01005.4 COP#01 -Automatic Door Operators $5,963.20 $5,963.20 $5,963.20 100.00 $0.00 01005.5 COP#02- Overflow for Biosollde Holding Tank $2,787.42 $2,787.42 $2,787.42 100.00 $0.00 01005.6 COP#03- Additional Window In Door 1128 $323.84 $323.84 $323.84 100.00 $0.00 01005.7 COP#04 - Delay Costs IN 001 BELOW 01005.8 COP#05-Revised Plana $0.00 $0.00 #DIVl01 $0.00 01005.9 COP#08 - Black Material $106,703.90 $106,703.90 $106,703.90 100.00 $0.00 01005.10 COP#07-Slide Gate t6 $5,361.91 $51361.91 $5,361.91 100.00 $0.00 01005.11 COP#08 -Aeration Basin Sumps $10,693.54 $10,693.54$10,893.54 100.00 $0.00 01005.12 COP#09 - Blosollds OH Doors $37,350;46 $37.350.461 $37,350.46 100.001 $0.00 01005.13 COP#10- Aeration Pipe Drop Legs - ($3,500.80) ($3,500.80) ($3,600.80) 100.001 $0.00 01005.14 COP#11 - Vlton Gaskets $11,424.64 $11,424.54 $11,424.54 100.001 $0.00 01005-15 COP#12- Supernatant MH Vent $3,686.92 $3,686.92 $3,686.92 100.00 $0.00 01005.16 COP413- Disinfection Channel Gate ($1,500.00) $0.00 ($1,500.00) ($1,500.00) 100.001$0.00 01005.17 COP#14 - WasherlDryer Hookups $3,515.73 $0.00 $0.00 0.001 $3,515.73 01005.18 COP#15-Dumpsler Rails $20,796.71 $0.00 $20,796.71$20,796.71 1011301 $0.00 01005.19 COP#16-Retaining Wall TBD $0.00 $0.00 0.001 TBD 01005.20 COP#17 -Additional Hydrant & Paving $10,437.29 $0.00 $0.00 0.00 $10,437.29 01005.21 COP#18-Meter Manhole $17,695.94 $0.00 $17,695.94 $17,695.94 100.00 $0.00 02080 Demolition of Existing Facilities/Pavement 02060.1 - Main Building $40,000.00 $15,000.00 $15,000.00 37.50 $25,000.00 02060.2 -Blower Building $15,000.00 $0.00 $0.00 0.00 $15,000.00 02060.3 -Aeration Tank $20,000.00 $0.0u $0.00 0.00 $20,000.00 02060.4 -Trickling Filters & Pump Station $45,000.00 $0.00 $0.00 0.00 $45,000.00 02060.5 -Final Clarifier Sludge Wet Well $101000.00 $0.001 $0.00 0.00 $10,000.00 Page 2 of 7 Project: Owner: City of Elk River Application Number 11 Date of application 1 01512 01 5 Work comDietedthrouah: tntw7nta Wastewater Treatment Facility Improvements 2014 Contractor: Ries Lake Construction Group Engineer: Bolton &hank, Inc. Pay Item Number Rem Description B Scheduled Value C From Previous Application (C+D) D This PeriodMatedals E Presen9y Stored (not In Col D) Total Completed and Stored to Date (C+0+E) % (E) Balance to Finish 02060.6 -Pavement $10,510.00 $8,600.00 $2,010.00 $10,510.00 100.00 $0.00 02140 Bypass Pumping $75,000.00 $0.00 $0.00 0.00 $75,000.00 02220 Earthwork 02220.1 - New Aeration Basins $355.815.00 $355,816.00 $355,815.00 100.00 $0.00 02220.2 - New Proposed Aerated Blosollds Control Bldg 2 $65,000.00 $65,000.00 $65,000.00 100.001 $0.00 02220.3 - New RASIWAS Building $56,000.00 $58,000.00 $58,000.00 100.001 $0.00 02220.4 - New Operations Building $85,000.00 $0.00 $0.00 0.001 $85,000.00 02550 Site Piping 02550.1 -Purchase $690,000.00 $584,500.00 $60,000.00 $644,600.00 93.411 $45,500.00 02550.2 -Install $426,947.00 $127,500.00 $100,000.00 $227,500.00 5329 $199,447.00 02600 Bituminous PavementiClass 5181dewaiks $149,490.00 $0.00 $0.00 0.00 $149,490.00 02830 Chain Link Fence & Gates $18,890.00 $10,000.00 $10,000.00 52.941 $8,890.00 02835 Retaining Walls $25,000.00 $0.00 $0.00 0.00 $251000,00 02920 SeedingfLandscaping $16,000.00 $0.00 $0.00 0.00 $16,000.00 03200 Concrete Reinforcement 03200.1 -Purchase $661,997:00 $630,000.00 $5,000.00 $835,000.00 95.92 $28,997.00 03200.2 -Install $312,185.00 $295,488.00 $5,000.00 $300,488.00 96.26 $11,677.00 03300 Concrete Work 03300.1 -Aeration Basin $150,000.00 $1,190,000.00 $1,190,000.00 100.00 $0.00 03300.2 -RASANAS Building $215,000.00 $125,000.00 $75,000.00 $200,000.00 93.021 $15,000.00 03300.3 -Aerated Blosollds Control Bldg No. 2 $110.000.00 $110,000.00 $110,000.00 100.001 $0.00 03300.4 -Operations Building $148.000:00 $0.00 $0.00 0.00 $148,000.00 03300.5 -Generator& Transformer Pads $20,000.00 $20,000.00 $20,000.00 100.00 $0.00 03400 Precast Walls & Plank $1,062,500.00 $388,237,50 $388,237.60 36.54 $674,262.50 04810 Masonry $75,000.00 $0.00 $0.00 0.00 $75,000.00 05600 Misc. Metals 05500.1 -Purchase $200,000.00 S28,000.001 $28,000.00 14.00 $172,000.00 05500.2 -Install $95,000.00 $10,000.00 $10,000.00 10.53 $85,000.00 08100 Carpentry 06100.1 -Purchase $18,000.00 $2,500.00 $5,000.00 $7,500.001 41.671 $10,600.00 06100.2 -Install $22,000.00 $2500.00 $5,000.00 $7,500.00 34.09 514,600.00 07150 Dampproo0ng $31,638 AO $5,000.00 $26,638.00 $31,638.00 100.00 $0.00 Page 3 of 7 Project: Owner: Clly of Elk River Application Number 11 Date of application 1015/2015 �m.,a. ......_i_._�.�-_.._.. Wastewater Treatment Facility Improvements 2014 Contractor: Rice Lake Construction Group Engineer. Bolton 8 Monk, Inc. Pay Item Number Item Description B Scheduled Value C From Previous Application (C+D) D E This Periotl Matenals Presently Stored (not In Col D) ..-... „..,. y,........ n '.1. Total Completed °/ and Stored to Date L) (C + D+ E) ..1.I vIJ Balance to Finish 07535 07900 Roofing Caulking $235,078.00 $26,870.00 $68,000.00 $7,500.00 $5,000.00 $68.000.00 $12,500.00 28.93 46.52 $167,078.00 $14,370.00 08110 Doors 8 Frames 08110.1 08110.2 -Purchase -install$35,000.00 $57,7B0.00 $25.000.00 $0.0ol $15,000.00 $25,000.00 $15,000.00 43.27 42.86 $32,780.00 $20,000.00 08360 Upward Acting Sectional Doors $36,600.00 $0.00 $8,400.00 $8,400.01) 22.95 $28,200.00 08500 Windows $25,000.00 $0.00 $0.00 0.00 $25,000.00 08800 Steel Studs/Gypsum $22,869.00 $0.001 $3,600.00 $3,500.00 15.30 $19,369.00 08310 Commic/Realllent Tile $30,000.00 $0.00$0.00 0.001 $30,000.00 09510 Acoustical Coiling $6,500.00 50.00 $0.00 0.00 $6,500.00 09900 Painting $373,921.00 $127,500.00 $37,000.00 $164,500.00 43.99 $209,421.00 10110 Marker Boards/rollet Compartmentarroilet Accessories 10110.1 -Purchase $8,000.00 $0.00 $0.00 0.00 $8,000.00 101102 -Install $3,000.00 $0.00 $0.00 ().001 $3,000.00 10250 Safety Devices 10250.1 -Purchase $10,000.00 $0.00 $0.00 0.00 $10,000.00 10250.2 -Install $3,500.00 $0.001 $0.00 0.00 $3,500.00 10506 Metal Lockers 10505.1 -Purchase $10,000.00 $0.00 $0.00 0.00 $10,000.00 10505.2 -Install $4,000.00 $0.00 $0.00 0.00 $4,000.00 11280 Hydraulic Gates 11280.1 -Purchase $50,000.00 $5D,000.00 $50,000.00 100.00 $0.00 11280.2 -Install $20,000.00 $0.00 $0.00 0.00 $20,000.00 11311 Submersible Centrifugal Pumps 11311.1 -Purchase $278,888.00 $264,924.60 $264,924.60 95.00 $13,943.40 11311.2 -Install $25,00.00 $0.D0 $0.00 0.00 $25,000.00 11345 Chlorination 8 Dechlorinatlon Eq. 11345.1 -Purchase $330,000.00 $0.00 $0.00 0.00 $330.001 11345.2 -Install $20,IM0.00 $0.00 $0.00 0.00 $20,000.00 11351 Clarifier Equipment 11351.1 -Purchase $15,000.00 $13,507.74 $13,507.74 90.05 $1,492.26 11351.2 -Install $12,000.00 $0.00 $0,00 0.00 $12,000.00 Page 4 of 7 Project: Wastewater Treatment Facility Improvements 2014 Owner: Clty of Elk River Application Number 11 Contractor: Rice Lake Construction Group Data of appika0on 101612015 Engineer: Bolton & Monk, Inc. Work completed through: 101512015 Pay Item Number Item Description B Scheduled Velue C From Previous Application (C+D) 0 This Period E Materials Presently Stored (not In Col D) Total Completed and Stored to Date (C+ D + E) %�) Balance to Finis 11356 Screw Press 11356.1 -Purchase $575,000.00 $0.00 80.00 0.00 $575,000.00 11356.2 -Install $26,000.00 $0.00 $0.00 0.001 $26,000.00 11374 Fine Pore Aeration Equipment 11374.1 -Purchase $100,OD0.00 $95,000.001 $95,000.00 95.00 $6,000.00 11374.2 -install $75,000.00 $30,000.00 $20,000.00 $50,000.00 66.67 $26,000.00 11375 Rimer System (PD wlEnclosure) 11375.1 -Purchase $180.000.00 $0.00 $95,000.00 $95,000.00 52.78 $85,000.00 11375.2 -Install $30,000.OD $0.00 $10,000.00 $10,000.00 33.33 $20,000.00 11378 Hybrid Blower System (Alt. No. 2) 11376.1 -Purchase $270,000.00 $256,500.00 $256,500.00 95.00 $13,500.00 11376.2 -Install $25,000.00 $6,500.00 $18,500.00 $26,000.00 100.00 $0.00 11385 Coarse Bubble Aerobic Digester Mixing System 11385.1 -Purchase $85,000.00 $0.00 $61,750.00 $61,750.00 95.00 $3,250.00 11385.2 -Install $40,000.00 $0.00 $10,000.00 $10,000.00 25.00 $30,000.00 11386 Rapid Mixers 11386.1 -Purchase $28,000.00 $24,700.00 $24,700.00 96.00 $1,300.00 11388.2 -Install $3,500.00 $0.00 $0.00 0.00 $3,500.00 11397 Submersible Mixers 11387.1 -Purchase $75,000.00 $67,500.00 $3,750.00 $71,250.00 95.001 $3,750.00 11387.2 -Install $12,000.00 $0.001 $3,500.00 $3,600.00 29.171 $8,600.00 11836 Phosphorus Analyzer 11636.1 -Purchase $26,000.00 $18,500.00 $16,600.00 63.46 $9,600.00 11636.2 -Install $5,000.00 $0.00 $0.00 0.00 $5,000.00 12346 Casework/Lab Eq, $45,000.00 $0.00 $0.00 0.00 $45,000.00 13126 Circular Tank Covers 13126.1 -Purchase $292,837.00 $0.00 $0.00 0.00 $282,837.00 13126.2 -Install $75,000.00 $0.00 $0.00 0.00 $75,000.00 14300 Hoists & Cranes 14300.1 -Purchase $40,000.00 $0.00 $0.00 0.001 $40,000.00 14300.2 -Install $12,000.10C)l $0.00 $0.00 0.00 $12,000.00 14500 Material Handling Equipment Page 5 of 7 Project: Wastewater Treatment Facility Improvements 2014 owner: City of Elk River Application Number 11 Contractor. Rice Lake Construction Group Date of application 1 01512 01 5 Engineer: Bolton & Monk, Inc. Work completed throuah: lntalanln Pay Item Number Item Description B Scheduled Value C From Prevlous Application (C+D) D This Period E Mstedala Presently Stored (not In Col D) Total Completed and Stored to Date (C + D + E) % Balance to Finish 14500.1 -Purchase $10,000.00 $0.00 $0.00 0.00 $10,000.00 14500.2 -Install $2,500.00 $0.00 $0.00 0.00 $2,500.00 14600 Conveyance Equipment 14600.1 -Purchase $135,000.00 $0.00 $0.00 0.00 $135,000.00 14600.2 -Install $22,250.00 $0.00 $0.00 0.00 $22,250.00 14621 Power Winch 14621.1 -Purchase $20,000:00 $20.000.001 $20,000.00 100.00 $0.00 14621.2 -Install $3,000.00 $0.00 $0.00 0.00 $3,000.00 15060 Process Piping 11 15060.1 -Purchase $650,000.00 $235,000.001 $85,000.00 $320,000.00 49.231$330,000.00 150602 -Install $200,000.00 $70,000.001 $20,000.00 $90,000.00 45.001 $110,000.00 16100 Vaivea 15100.1 -Purchase $265,000.00 $265,000.00 $265,000.00 100.00 $0.00 151002 -Install $110,000.00 $30,000.00 $20,000,00 $50,000.00 45.45 $60,000.00 16300 Fire Protection $45,000.00 $0.00 $0.00 0.00 $45,000.00 15400 Plumbing 15400.1 Copper Piping 16400.1.1 -Purchase $45,000.00 $25,000.00 $25,000.00 55.56 $20,000.00 16400.1.2 -Install $100,000.00 $65,000.00 $65,000.00 65.00 $36,000.00 15400.2 -Chemical Piping 15400.2.1 -Purchase $18,000.00 $0.00 $0.00 0.001 $18,000.00 15400.2.2 -Install $22,000.00 $0.00 $0.00 0.00 $22,000.00 15400.3 -Waste & Vent Piping 15400.3.1 -Purchase $30,000.00 $27,000.00 $27,000,00 90.00 $3,000.00 16400.32 -Install $62,000.00 $551800.00 $55,800.00 90.00 $6,200.00 15480 Packaged Compressed Air System 15480.1 -Purchase $5,000.00 $0.00 $0.00 0.00 $5,000.00 15480.2 -Install $1,500.00 $0.00 $0.00 0.00 $1,500.00 15600 HVAC 15500.1 Equipment $286,200.00 $108,592.50 $7,797.00 $116,389.50 40.671 $169,810.50 155002 Labor $169,020.00 $14,244.50 $13,307.00 $27,551.501 16.301 $141,468.50 15500.3 Duct Insulation $24,780.001$O.ODI $0.00 0.00 $24,780.00 Page 6 of 7 Project: Owner: Cityof Elk River Application Number 11 Date of application 101512015 Work completed through: 101512015 Wastewater Treatment Faclllty Improvemonts 2014 Contractor: Rice Lake Construction Group Engineer: Bolton & Monk, Inc. Pay Item Number Item Description B Scheduled Value C From Prevlous Application (C+D). D This Period E Materials Presently Stored (not In Col D) Total Gompleted and Stored to Date (C + D + E) % Balance to Finish 15500.4 Tesla Balance $5.000.00 $0.00 $0.00 0.00 $5,000.00 15950 HVAC Controls $67,400.00 $7,000.00 $7,000.00 10.39 $60,400.00 16000 Electrical 16000.1 General Provisions $55,000.00 $31,500.00 $31,500.00 57.27 $23,600.00 16000.2 Basic Materials and Methods $265,000.00 $52,900.00 $18,900.001 $71,800.00 27.09 $193,200.00 16000.3 Motors $32,000.00 $1,400.00 $1,400,00 4.38 $30,600.00 15000.4 Power Generation System $414,000.00 $397,200.00 $397,200.00 95.94 $16,800.00 16000.5 Electrical Distribution $385,000.00 $26,100.00 $1,450.00 $27,550.00 7.16 $357,450.00 16000.6 Lighting $85,000.00 $26,760.00 $9,120.00 $35,870.00 42.20 $49,130.00 16000.7 Special Systems $24,000.00 $980.00 $980.00 4.08 $23,020.00 16000.8 Starters and Motor Control $330,000.00 $11,300.00 $11,300.00 3.42 $318,700.00 16000.9 Instrumentation and Control $480,000.00 $36,900.00 $7,400.00 $44,300.00 9.23 $435,700.00 Change Order No. 1 $259,991.59 $259,991.59 $259,991.59 100.00 $0.00 $16,785,191.59 $6,340,994.99 $795,014.65 $0.00 $9,136,009.64 54.43 $7,649,181.95 EJCDC No. C-620 (2002 Edition) Prepared by the Engineers' Joint Contract Documents Committee and endorsed by the Aesoclated General Contractors of America and the Construction Speelfiestlons Institute. Page 7 of 7 CONTRACTOR'S PAY REQUEST DISTRIBUTION: CONTRACTOR (1) 2015 STREET IMPROVEMENTS OWNER (1) CITY OF ELK RIVER ENGINEER (1) SAP 204-135-001, 204-107-007, 204-114-003, 204-116-002 BONDING CO. (1) BMI PROJECT NO. N15.108340 TOTAL AMOUNT BID PLUS APPROVED CHANGE ORDERS $3,953,239.73 TOTAL, COMPLETED WORK TO DATE $3,076,449.03 TOTAL, STORED MATERIALS TO DATE $0.00 DEDUCTION FOR STORED MATERIALS USED IN WORK COMPLETED $0.00 TOTAL, COMPLETED WORK & STORED MATERIALS $3,076,449.03 RETAINED PERCENTAGE ( 5%) $153,822.45 TOTAL AMOUNT OF OTHER PAYMENTS OR (DEDUCTIONS) $0.00 NET AMOUNT DUE TO CONTRACTOR TO DATE $2,922,626.58 TOTAL AMOUNT PAID ON PREVIOUS ESTIMATES $2,201,998.77 PAY CONTRACTOR AS ESTIMATE NO. 5 $720,627.81 Certificate for Partial Payment I hereby certify that, to the best of my knowledge and belief, all items quantities and prices of work and material shown on this Estimate are correct and that all work has been performed in full accordance with the terms and conditions of the Contract for this project between the Owner and the undersigned Contractor, and as amended by any authorized changes, and that the foregoing is a true and correct statement of the contract amount for the period covered by this Estimate. Contractor: North Valley, Inc. 20015 Iguana St NW OD owthen, N 553,30, By Name Title Date 0 cd CHECKED AND APPROVED AS TO QUANTITIES AND AMOUNT: ENGINEER: POLTON 4 MENK, INC., 7533 Sunwood Drive NW, Suite 206, Ramsey, MN 55303 By PROJECT ENGINEER Cody olmes, P.E11. Date `� t APPROVED FOR PAYMENT: OWNER: By Name Title Date And Name Title Date Partial Pay Estimate No.: 2015 STREET IMPROVEMENTS CITY OF ELK RIVER SAP 204-135-001.204-107-007.204-114-003.204-116-002 BMI PROJECT NO. N15.108340 YOn,<COMPLETED THROUGH SEPTEMBER 22.2015 IN IN 1 2021.501 MOBILIZATION $149,206.38 1 LUMP SUM $149,206.38 1 LUMP SUM $149,206.38 1.00 LUMP SUM $149,206.38 2 2101.511 CLEARING AND GRUBBING $3,733.15 1 LUMP SUM $3,733.15 0.8 LUMP SUM $2,986.52 1.00 LUMP SUM $3,733.15 3 2104.501 REMOVE CONCRETE CURB & GUTTER $4.80 880 LIN FT $4,224.00 609 LIN FT $2,923.20 787.00 LIN FT $3,777.60 4 2104.501 REMOVE SEWER PIPE STORM $10.93 764 LIN FT $8,350.52 0 LIN FT $0.00 614.00 LIN FT $6,711.02 5 2104.503 REMOVE CONCRETE DRIVEWAY PAVEMENT $1.33 5013 SQ FT $6,667.29 4192 SQ FT $5,575.36 4,192.00 SQ FT $5,575.36 6 2104.505 REMOVE CONCRETE VALLEY GUTTER $14.40 40 SQ YD $576.00 56.2 SQ YD $809.28 56.20 SQ YD $809.28 7 2104.505 REMOVE BITUMINOUS DRIVEWAY PAVEMENT $5.07 1628 SQ YD $8,253.96 3151.51 SQ YD $15,978.11 3,151.50 SQ YD $15,978.11 8 2104.505 REMOVE BITUMINOUS PAVEMENT $6.24 400 SQ YD $2,496.00 0 SQ YD $0.00 0.00 SQ YD $0.00 9 2105.501 COMMON EXCAVATION P $17.60 16416 CU YD $288,921.60 12222 CU YD $215,107.20 12,222.00 CU YD $215,107.20 10 2105.505 MUCK EXCAVATION LV $0.53 12000 CU YD $6,360.00 0 CU YD $0.00 3,000.00 CU YD $1,590.00 11 2105.507 SUBGRADE EXCAVATION EV $10.13 710 CU YD $7,192.30 1623 CU YD $16,440.99 2,643.00 CU YD $26,773.59 12 2105.521 GRANULAR BORROW CV $0.53 14200 CU YD $7,526.00 0 CU YD $0.00 0.00 CU YD $0.00 13 2105.522 SELECT GRANULAR BORROW CV $0.53 710 CU YD $376.30 0 CU YD $0.00 3,000.00 CU YD $1,590.00 14 2105.535 PLACE SALVAGED AGGREGATE FROM STOCKPILE CLASS 7 $4.00 7275 CU YD $29,100.00 4150 CU YD $16,600.00 4,150.00 CU YD $16,600.00 15 2105.607 POND EXCAVATION P $10.40 665 CU YD $6,916.00 0 CU YD $0.00 665.00 CU YD $6,916.00 16 2118.607 AGGREGATE SURFACING CV CLASS 2 $63.90 925 CU YD $59,107.50 646 CU YD $41,279.40 646.00 CU YD $41,279.40 17 2211.501 AGGREGATE BASE CV CLASS 5 $10.67 15570 TON $166,131.90 2801 TON $29,886.67 22,204.95 TON $236,926.82 18 2215.501 BITUMINOUS PAVEMENT RECLAMATION IN-PLACE 8" DEPTH $1.62 48764 SQ YD $78,997.68 61018.68 SQ YD $98,850.26 61,018.68 SQ YD $98,850.26 19 2215.501 BITUMINOUS PAVEMENT RECLAMATION 8" DEPTH $2.08 32576 SQ YD $67,758.08 32576 SQ YD $67,758.08 32,576.00 SQ YD $67,758.08 20 2231.501 BITUMINOUS PATCHING MIXTURE $0.01 675 TON $6.75 27.33 TON $0.27 27.33 TON $0.27 21 2231.604 BITUMINOUS PATCH - SPECIAL ROADWAY $42.35 800 SQ YD $33,880.00 781 SQ YD $33,075.35 781.00 SQ YD $33,075.35 22 2231.604 BITUMINOUS PATCH - SPECIAL DRIVEWAY $29.28 1938 SQ YD $56,744.64 2023.5 SQ YD $59,248.08 2,023.50 SQ YD $59,248.08 23 2232.501 MILL BITUMINOUS SURFACE 1.5" $1.38 4226 SQ YD $5,831.88 10897 SQ YD $15,037.86 10,897.00 SQ YD $15,037.86 24 2232.501 MILL BITUMINOUS SURFACE 3" $1.11 6563 SQ YD $7,284.93 12852.86 SQ YD $14,266.67 12,852.86 SQ YD $14,266.67 25 2232.501 MILL BITUMINOUS SURFACE TAPER 0" - 2" $0.92 11305 SQ YD $10,400.60 8917 SQ YD $8,203.64 8,917.00 SQ YD $8,203.64 26 2360.501 TYPE SP 9.5 WEARING COURSE MIXTURE 2,C $61.02 19037 TON $1,161,637.74 10312.59 TON $629,274.24 10,312.59 TON $629,274.24 27 2360.501 TYPE SP 9.5 WEARING COURSE MIXTURE 4,E $60.09 3486 TON $209,473.74 3788.22 TON $227,634.14 3,788.22 TON $227,634.14 28 2360.502 TYPE SP 12.5 NON WEARING COURSE MIXTURE 2,C $54.65 11648 TON $636,563.20 6186 TON $338,064.90 9,272.40 TON $506,736.66 29 2411.618 MODULAR BLOCK RETAINING WALL $30.53 525 SQ FT $16,028.25 0 SQ FT $0.00 0.00 SQ FT $0.00 30 2501.515 12" RC PIPE APRON $602.64 16 EACH $9,642.24 0 EACH $0.00 16.00 EACH $9,642.24 31 2501.515 15" RC PIPE APRON $693.30 6 EACH $4,159.80 0 EACH $0.00 6.00 EACH $4,159.80 32 2501.515 18" RC PIPE APRON $735.96 6 EACH $4,415.76 0 EACH $0.00 6.00 EACH $4,415.76 33 2501.601 DRAINAGE IMPROVEMENTS AND REPAIR PIPE CULVERT $3,749.16 1 LUMP SUM $3,749.16 1 LUMP SUM $3,749.16 1.00 LUMP SUM $3,749.16 34 2501.602 TRASH GUARD FOR 12" PIPE ARPON $351.98 16 EACH $5,631.68 0 EACH $0.00 18.00 EACH $6,335.64 35 2501.602 TRASH GUARD FOR 15" PIPE ARPON $405.31 6 EACH $2,431.86 0 EACH $0.00 6.00 EACH $2,431.86 36 2501.602 TRASH GUARD FOR 18" PIPE ARPON $474.64 6 EACH $2,847.84 0 EACH $0:0:0:6.00 EACH $2,847.84 37 2503.541 12" RC PIPE SEWER DESIGN 3006 CLASS V $30.93 532 LIN FT $16,454.76 0 LIN FT $0.00 412.00 LIN FT $12,743.16 38 2503.541 15" RC PIPE SEWER DESIGN 3006 CLASS V $33.07 229 LIN FT $7,573.03 0 LIN FT $0.00 268.00 LIN FT $8,862.76 39 2503.541 18" RC PIPE SEWER DESIGN 3006 CLASS V $37.33 300 LIN FT $11,199.00 0 LIN FT $0.00 272.00 LIN FT $10,153.76 40 2504.602 ADJUST GATE VALVE AND BOX $266.65 13 EACH $3,466.45 13 EACH $3,466.45 13.00 EACH $3,466.45 Partial Pay Estimate No.: 2015 STREET IMPROVEMENTS CITY OF ELK RIVER SAP 204-135-001.204-107-007.204-114-003.204-116-002 BMI PROJECT NO. N15.108340 YOn,<COMPLETED THROUGH SEPTEMBER 22.2015 41 2504.602 RECONSTRUCT VALVE BOX $719.97 4 EACH $2,879.88 0 EACH $0.00 0.00 EACH $0.00 42 2506.522 ADJUST FRAME AND RING CASTING $426.65 25 EACH $10,666.25 10 EACH $4,266.50 30.00 EACH $12,799.50 43 2511.501 RANDOM RIPRAP CLASS II $98.13 42 CU YD $4,121.46 0 CU YD $0.00 42.00 CU YD $4,121.46 44 2521.602 6" CONCRETE SPILLWAY SPECIAL $213.32 89 EACH $18,985.48 28 EACH $5,972.96 81.00 EACH $17,278.92 45 2531.501 CONCRETE CURB & GUTTER DESIGN B618 $10.61 26613 LIN FT $282,363.93 9868 98687 LIN FT $104,699.48 25,337.00 LIN FT $268,825.57 46 2531.501 CONCRETE CURB & GUTTER DESIGN B818 MEDIAN $10.61 760 LIN FT $8,063.60 LIN FT $0.00 0.00 LIN FT $0.00 47 2531.503 CONCRETE MEDIAN 5" $38.40 96 SO YD $3,686.40 0 SO YD $0.00 0.00 SO YD $0.00 48 2531.507 CONCRETE DRIVEWAY PAVEMENT 7" $43.20 1897 SO YD $81,950.40 508.43 SO YD $21,964.18 1,061.03 SO YD $45,836.50 49 2531.604 CONCRETE MEDIAN NOSE - SPECIAL $57.60 42 SO YD $2,419.20 0 SO YD $0.00 0.00 SO YD $0.00 50 2531.604 7" CONCRETE VALLEY GUTTER $57.60 40 SO YD $2,304.00 56.2 SO YD $3,237.12 56.20 SO YD $3,237.12 51 2535.501 BITUMINOUS CURB 6" $6.24 2100 LIN FT $13,104.00 4159.5 LIN FT $25,955.28 4,159.50 LIN FT $25,955.28 52 2563.601 TRAFFIC CONTROL $8,746.24 1 LUMP SUM $8,746.24 0.95 LUMP SUM $8,308.93 0.95 LUMP SUM $8,308.93 53 2563.601 FLAG PERSON (BNSF CROSSING $15,999.23 1 LUMP SUM $15,999.23 0 LUMP SUM $0.00 0.00 LUMP SUM $0.00 54 2564.531 SIGN PANEL TYPE C $32.00 435 SO FT $13,920.00 3 SO FT $96.00 3.00 SO FT $96.00 55 2565.602 NMC LOOP DETECTOR 6'X 6' $1,056.42 39 EACH $41,200.38 38 EACH $40,143.96 38.00 EACH $40,143.96 56 2573.502 SILT FENCE TYPE MACHINE SLICED $1.92 6498 LIN FT $12,476.16 4026 LIN FT $7,729.92 4,026.00 LIN FT $7,729.92 57 2573.53 STORM DRAIN INLET PROTECTION $127.99 48 EACH $6,143.52 45 EACH $5,759.55 45.00 EACH $5,759.55 58 2573.533 SEDIMENT CONTROL LOG TYPE WOOD CHIP $3.04 3870 LIN FT $11,764.80 147 LIN FT $446.88 876.00 LIN FT $2,663.04 59 2573.535 STABILIZED CONSTRUCTION EXIT $874.63 2 EACH $1,749.26 0 EACH $0.00 0.00 EACH $0.00 60 2574.508 FERTILIZER TYPE 3 $0.53 1745 POUND $924.85 350 POUND $185.50 1,150.00 POUND $609.50 61 2574.525 COMMON TOPSOIL BORROW CV $9.07 2360 CU YD $21,405.20 25 CU YD $226.75 25.00 CU YD $226.75 62 2575.501 SEEDING $133.33 5 ACRE $666.65 2 ACRE $266.66 4.30 ACRE $573.32 63 2575.502 SEED MIXTURE 25-121 $3.35 305 POUND $1,021.75 62 POUND $207.70 202.00 POUND $676.70 64 2575.562 HYDRAULIC MATRIX TYPE BONDED FIBER $1.07 17500 POUND $18,725.00 3500 POUND $3,745.00 3,500.00 POUND $3,745.00 65 2582.501 PAVEMENT MESSAGE LEFT TURN ARROW EPDXY $124.88 9 EACH $1,123.92 8 EACH $999.04 8.00 EACH $999.04 66 2582.501 PAVEMENT MESSAGE RIGHT TURN ARROW EPDXY $124.88 6 EACH $749.28 6 EACH $749.28 7.00 EACH $874.16 67 2582.501 PAVEMENT MESSAGE LEFT-THRU ARROW EPDXY $192.99 2 EACH $385.98 2 EACH $385.98 2.001 EACH $385.98 68 2582.501 PAVEMENT MESSAGE THRU ARROW EPDXY $124.88 2 EACH $249.76 2 EACH $249.76 3.00 EACH $374.64 69 2582.501 PAVEMENT MESSAGE RR XING EPDXY $737.91 4 EACH $2,951.64 0 EACH $0.00 0.00 EACH $0.00 70 2582.502 4" SOLID LINE WHITE - EPDXY $0.26 26856 LIN FT $6,982.56 1693 LIN FT $440.18 1,693.00 LIN FT $440.18 71 2582.502 4" BROKEN LINE WHITE - EPDXY $0.26 1660 LIN FT $431.60 1740 LIN FT $452.40 1,740.00 LIN FT $452.40 72 2582.502 4" SOLID DOUBLE LINE YELLOW - EPDXY $0.51 26428 LIN FT $13,478.28 19099 LIN FT $9,740.49 19,099.00 LIN FT $9,740.49 73 2582.502 24" SOLID LINE WHITE - EPDXY $7.95 285 LIN FT $2,265.75 218.5 LIN FT $1,737.08 218.50 LIN FT $1,737.08 74 2582.503 CROSSWALK MARKING - EPDXY $4.54 1458 SO FT $6,619.321 1314 SO FT $5,965.56 1,314.00 SO FT $5,965.56 TOTAL AMOUNT: $3,731,843.70 $2,249,354.35 $2,931,024.13 CHANGE ORDER #1 75 2021.501 MOBILIZATION $149,206.38 0.05 LUMP SUM $7,460.32 0.05 LUMP SUM $7,460.32 0.05 LUMP SUM $7,460.32 76 2105.501 REMOVE CONCRETE CURB & GUTTER $4.80 35 LIN FT $168.00 10 LIN FT $48.00 10.00 LIN FT $48.00 77 2231.501 BITUMINOUS PATCHING MIXTURE $0.01 25 TON $0.25 0 TON $0.00 0.00 TON $0.00 78 2232.501 MILL BITUMINOUS SURFACE (1.5") $1.38 9900 SO YD $13,662.00 9611 SO YD $13,263.18 9,611.00 SO YD $13,263.18 79 2360.501 TYPE SP 9.5 WEARING COURSE MIXTURE 2,C $61.02 850 TON $51,867.00 781.08 TON $47,661.50 781.08 TON $47,661.50 80 2531.501 CONCRETE CURB & GUTTER DESIGN B618 $10.61 35 LIN FT $371.35 10 LIN FT $106.10 10.00 LIN FT $106.10 $73,528.92 $68,539.10 $68,539.10 CHANGE ORDER #2 81 2021.501 MOBILIZATION $149,206.38 0.05 LUMP SUM $7,460.32 0 LUMP SUM $0.00 0.05 LUMP SUM $7,460.32 82 2104.501 REMOVE CONCRETE CURB & GUTTER $4.80 50 LIN FT $240.00 0 LIN FT $0.00 0.00 LIN FT $0.00 Partial Pay Estimate No.: 2015 STREET IMPROVEMENTS CITY OF ELK RIVER SAP 204-135-001,204-107-007,204-114-003,204-116-002 BMI PROJECT NO. N15.108340 YOn,<COMPLETED THROUGH SEPTEMBER 22.2015 83 2105.501 COMMON EXCAVATION P $17.60 815 CU YD $14,344.00 0 CU YD $0.00 690.00 CU YD $12,144.00 84 2215.501 BITUMINOUS PAVEMENT RECLAMATION 8" DEPTH $2.08 5870 SQ YD $12,209.60 0 SQ YD $0.00 4,964.00 SQ YD $10,325.12 85 2232.501 MILL BITUMINOUS SURFACE TAPER 0" - 2" $0.92 535 SQ YD $492.20 0 SQ YD $0.00 0.00 SQ YD $0.00 86 2360.501 TYPE SP 9.5 WEARING COURSE MIXTURE 2,C $61.02 865 TON $52,782.30 0 TON $0.00 0.00 TON $0.00 87 2360.502 TYPE SP 12.5 NON WEARING COURSE MIXTURE 2,C $54.68 1016 TON $55,554.88 0 TON $0.00 818.76 TON $44,769.80 88 2531.501 CONCRETE CURB & GUTTER DESIGN B618 $10.61 50 LIN FT $530.50 0 LIN FT $0.00 0.00 LIN FT $0.00 89 2563.601 TRAFFIC CONTROL $8,746.24 0.25 LUMP SUM $2,186.56 0 LUMP SUMI $0.00 0.25 LUMP SUM $2,186.56 90 2573.530 STORM DRAIN INLET PROTECTION $127.99 5 EACH $639.95 0 EACH 1 $0.001 0.001 EACH $0.00 91 2582.502 4" SOLID LINE WHITE - EPDXY $0.26 2400 LIN FT $624.00 0 LIN FT 1 $0.001 0.001 LIN FT $0.00 92 2582.502 4" SOLID DOUBLE LINE YELLOW - EPDXY $0.51 1200 LIN FT $612.00 0 LIN FT 1 $0.001 0.001 LIN FT $0.00 93 2582.502 24" SOLID LINE WHITE - EPDXY $7.95 24 LIN FT $190.80 0 LIN FT 1 $0.001 0.001 LIN FT $0.00 $147,867.11 $0.00 $76,885.80 TOTAL AMOUNT: $3,953,239.73 $2,317,893.45 $3,076,449.03