The URL can be used to link to this page

Home My WebLink About05(E) - Accept the improvements and approve final payment for the Spring Lake Park Pickleball Courts (2020-03) Report 123 North Third Street, Suite 100, Minneapolis, MN 55401-1659 Ph (612) 338-0800 Fx (612) 338-6838 www.hkgi.com Hoisington Koegler Group Inc. MEMORANDUM Date: November 22, 2021 To: Andy Brotzler, PE Public Works Director City of Prior Lake 4646 Dakota Street SE | Prior Lake, MN 55372 From: Amy Bower, RLA Project Landscape Architect CC: Paul Paige, HKGi Principal-in-Charge Subject: Prior Lake Pickle Ball Facility - City project 2020-03 : Final Payment and Acceptance of Project Recommendation Hoisington Koegler Group, Inc. recommends project acceptance and final payment to Peterson Companies Inc. Recommendation is based on the following; 1. Peterson Companies has fulfilled all their contractual requirements in a satisfactory manner. 2. The Pickle Ball courts have been open to the public since July 2021 and users have expressed high satisfaction with project. 3. The stormwater and restoration of site is well established and Peterson and staff will review in spring for any additional warranty work that may be required. Feel free to call us with any questions. To: City of Prior Lake 4646 Dakota Street SE Prior Lake, MN 55372 From: Peterson Companies, Inc. 8326 Wyoming Trail Chisago City, MN 55013 (651) 257-6864 Project: Prior Lake Pickleball 15851 Howard Lake Road Prior Lake, MN 55379-9504 Application No: 6 Invoice No: 47138 Invoice Date: 11/3/2021 Terms: Net 30 Due Date: 12/3/2021 Period To: 11/3/2021 Project No: 20139F Original Contract Sum ................................ 461,306.84 Change Orders to Date ................................ 10,528.00 Revised Contract Sum ................................ 471,834.84 Completed to Date..................................... 449,913.40 Retainage .............................................................. 0.00 Total Earned less Retainage ....................... 449,913.40 Previous Billings ......................................... 426,373.86 Current Payment Due .................................. 23,539.54 ITEM NO. DESCRIPTION CONTRACT QUANTITY UNIT UNIT COST CONTRACT COST PRIOR QUANTITY PRIOR VALUE CURRENT QUANTITY CURRENT VALUE TOTAL QUANTITY TO DATE TOTAL VALUE TO DATE DUE THIS REQUEST 1 MOBILIZATION 1 LS 12820.00 12,820.00 1 12,820.00 0 0.00 1 12,820.00 0.00 2 CLEARING AND GRUBBING 1 LS 9535.00 9,535.00 1 9,535.00 0 0.00 1 9,535.00 0.00 3 EXCAVATION - COMMON (EV) - (P) 4,024 11.80 47,483.20 3,984 47,011.20 0 0.00 3,984 47,011.20 0.00 4 COMMON EMBANKMENT (CV) - (P) 4,159 9.85 40,966.15 4,507 44,393.95 0 0.00 4,507 44,393.95 0.00 5 SELECT GRANULAR EMBANKMENT (PARKING LOT) (CV) 763 CY 15.23 11,620.49 0 0.00 0 0.00 0 0.00 0.00 6 AGG BASE CLASS 5 (LOT) 687 19.95 13,705.65 1,389 27,710.55 0 0.00 1,389 27,710.55 0.00 7 AGGREGATE BASE CLASS 5 (COURT PAD) 756 TON 12.60 9,525.60 831 10,470.60 0 0.00 831 10,470.60 0.00 8 AGG SURFACING CLASS 2 (LOT) 229 27.31 6,253.99 238 6,499.78 0 0.00 238 6,499.78 0.00 9 BITUMINOUS COURT PAVEMENT 1,868 SY 19.81 37,005.08 1,868 37,005.08 0 0.00 1,868 37,005.08 0.00 10 12" GS PIPE APRON 4 EA 266.75 1,067.00 4 1,067.00 0 0.00 4 1,067.00 0.00 11 4'' PVC PIPE DRAIN CLEANOUT (VENTED) 5 EA 288.40 1,442.00 5 1,442.00 0 0.00 5 1,442.00 0.00 12 4'' KNIFE VALVE AND BOX 2 EA 580.00 1,160.00 2 1,160.00 0 0.00 2 1,160.00 0.00 13 4'' PERF HDPE PIPE DRAIN 310 LF 9.87 3,059.70 560 5,527.20 0 0.00 560 5,527.20 0.00 14 4" SOLID PVC PIPE DRAIN 220 LF 6.70 1,474.00 270 1,809.00 0 0.00 270 1,809.00 0.00 15 12" CMP 40 LF 21.85 874.00 40 874.00 0 0.00 40 874.00 0.00 16 RANDOM RIPRAP, CLASS III 30 85.82 2,574.60 30 2,574.60 0 0.00 30 2,574.60 0.00 17 4 INCH CONCRETE PAVEMENT (CEN 2,269 6.63 15,043.47 2,269 15,043.47 0 0.00 2,269 15,043.47 0.00 18 CONCRETE MAINTENANCE STRIP 526 16.84 8,857.84 526 8,857.84 0 0.00 526 8,857.84 0.00 19 4 INCH CONCRETE WALK AND BASE 467 7.81 3,647.27 467 3,647.27 0 0.00 467 3,647.27 0.00 20 TRAFFIC CONTROL 1 LS 1428.00 1,428.00 1 1,428.00 0 0.00 1 1,428.00 0.00 21 SIGN PANELS TYPE C 3 SF 200.00 600.00 3 600.00 0 0.00 3 600.00 0.00 22 STABILIZED CONSTRUCTION EXIT 1 EA 2000.00 2,000.00 1 2,000.00 0 0.00 1 2,000.00 0.00 23 EROSION CONTROL SUPERVISOR 1 LS 1150.00 1,150.00 1 1,150.00 0 0.00 1 1,150.00 0.00 24 CULVERT END CONTROL 2 EA 150.00 300.00 1.6 240.00 0.4 60.00 2 300.00 60.00 25 SEDIMENT CONTROL LOGS, TYPE COMPOST 350 LF 4.10 1,435.00 300 1,230.00 0 0.00 300 1,230.00 0.00 26 SILT FENCE, TYPE MS 2,500 LF 2.45 6,125.00 1,691 4,142.95 424 1,038.80 2,115 5,181.75 1,038.80 27 EROSION CONTROL BLANKET CATEGORY 3N, NETLESS 2,038 SY 2.00 4,076.00 2,038 4,076.00 0 0.00 2,038 4,076.00 0.00 ITEM NO. DESCRIPTION CONTRACT QUANTITY UNIT UNIT COST CONTRACT COST PRIOR QUANTITY PRIOR VALUE CURRENT QUANTITY CURRENT VALUE TOTAL QUANTITY TO DATE TOTAL VALUE TO DATE DUE THIS REQUEST 28 FERTILIZER TYPE 3 63 LB 1.00 63.00 63 63.00 0 0.00 63 63.00 0.00 29 SEEDING 1.7 AC 6900.00 11,730.00 1.7 11,730.00 0 0.00 1.7 11,730.00 0.00 30 SEED MIXTURE 25-141 82 LB 3.50 287.00 82 287.00 0 0.00 82 287.00 0.00 31 SEED MIXTURE 35-241 50 LB 21.50 1,075.00 50 1,075.00 0 0.00 50 1,075.00 0.00 32 SEED MIXTURE 33-261 23 LB 30.00 690.00 23 690.00 0 0.00 23 690.00 0.00 33 HYDRAULIC BONDED FIBER MATRIX 4,292 LB 1.60 6,867.20 4,292 6,867.20 0 0.00 4,292 6,867.20 0.00 34 COURT SURFACING AND STRIPING 1 LS 11950.00 11,950.00 1 11,950.00 0 0.00 1 11,950.00 0.00 35 PICKLEBALL POST AND NET ASSEMBLY 8 EA 2000.00 16,000.00 8 16,000.00 0 0.00 8 16,000.00 0.00 36 4 FT CHAIN LINK FENCE 656 LF 30.00 19,680.00 656 19,680.00 0 0.00 656 19,680.00 0.00 37 10 FT CHAIN LINK FENCE 528 LF 55.00 29,040.00 528 29,040.00 0 0.00 528 29,040.00 0.00 38 4FT CHAINLINK FENCE GATE 2 EA 500.00 1,000.00 2 1,000.00 0 0.00 2 1,000.00 0.00 39 FOOTING FOR SHADE STRUCTURE 8 EA 1350.00 10,800.00 8 10,800.00 0 0.00 8 10,800.00 0.00 40 9FT WINDSCREEN ON 10FT FENCING 500 LF 9.20 4,600.00 500 4,600.00 0 0.00 500 4,600.00 0.00 41 FENCE GUARDS ON 4FT FENCING 616 LF 5.19 3,197.04 616 3,197.04 0 0.00 616 3,197.04 0.00 42 PORTABLE TOILET WOOD ENCLOSURE 1 EA 4600.00 4,600.00 1 4,600.00 0 0.00 1 4,600.00 0.00 43 EXCAVATION - SUB CORRECT LOT 527 15.94 8,400.38 0 0.00 0 0.00 0 0.00 0.00 44 SEL GRAN EMB - SUB CORRECT LOT 727 19.81 14,401.87 0 0.00 0 0.00 0 0.00 0.00 45 EXCAVATION - SUBGRADE CORRECTION & PLACE ON SITE (EV) 200 CY 9.50 1,900.00 0 0.00 0 0.00 0 0.00 0.00 46 EXCAVATION - SUB CORRECT COURT 1,867 15.53 28,994.51 1,519 23,590.07 0 0.00 1,519 23,590.07 0.00 47 SEL GRAN EMB SUB CORRECT COURT 1,867 19.23 35,902.41 1,867 35,902.41 0 0.00 1,867 35,902.41 0.00 48 GEOTEXTILE FABRIC TYPE 5 (PARKING LOT) 2,181 SY 1.19 2,595.39 2,181 2,595.39 0 0.00 2,181 2,595.39 0.00 49 GEOTEXTILE FABRIC TYPE 5 (COURTS) 2,400 SY 0.96 2,304.00 2,400 2,304.00 0 0.00 2,400 2,304.00 0.00 Change Order 1 50 Change Per Fence to 8' 1 LS -759.00 -759.00 1 -759.00 0 0.00 1 -759.00 0.00 51 Change Windscreen to 6' 1 LS -869.00 -869.00 1 -869.00 0 0.00 1 -869.00 0.00 52 Changes to Shade Footings 1 LS 612.00 612.00 1 612.00 0 0.00 1 612.00 0.00 53 Install 4 Shade Structures 1 LS 10536.00 10,536.00 1 10,536.00 0 0.00 1 10,536.00 0.00 ITEM NO. DESCRIPTION CONTRACT QUANTITY UNIT UNIT COST CONTRACT COST PRIOR QUANTITY PRIOR VALUE CURRENT QUANTITY CURRENT VALUE TOTAL QUANTITY TO DATE TOTAL VALUE TO DATE DUE THIS REQUEST Change Order 2 54 Altered Bituminous Mix Design 1 LS 1008.00 1,008.00 1 1,008.00 0 0.00 1 1,008.00 0.00 471,834.84 448,814.60 1,098.80 449,913.40 1,098.80