Loading...
IP #994 grouted rip rapRochon Corporation Proposal Police - 1 28th 2nd Street NW # 200 l Osseo, MN 55369 (0) 763-559-9393 (F) 763-559-8101 INVOICE Customer Name City of New Hope Police Department Address 4401 Xylon Ave N City New Hope State MN ZIP 55428 Phone Attention; Dan Boyum Qty-hrs Description 1 1 Grout rip rap City of Andover- Permit Escrow Payment Details C� Cash Check 0 Contract Thank you for your Business! Date 9/16/2021 Job No Rep Tim Lindquist FOB Unit Price TOTAL $9,928.00 M00 Shipping & Handling Fee 5.0% $9,928.00 $0.00 $9,928,00 $0.00 $496,40 TOTAL 1 $10,424.40 Office Use Only 9-ao -a-i ge� -,�Dx �'�Prqec�- Quote Project Manual For Grouted Riprap Prepared for: City of New Hope, Minnesota City Quote Project (3 Stantec May 2021 Stantec Project No. 193804335 SECTION 00 01 05 PROFESSIONAL CERTIFICATIONS I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. ga4'- ■ Dan D. BoyuN5P.E. Date: May 26, 2021 License # 23451 END OF SECTION PROFESSIONAL CERTIFICATIONS 02021 Stantec 1 193804335 0001 05-1 SECTION 00 01 10 TABLE OF CONTENTS PROCUREMENT AND CONTRACTING REQUIREMENTS GROUP Division 00 - Procurement and Contracting Requirements Introductory Information 0001 05 Certifications Page 0001 10 Table of Contents Contracting Requirements 00 52 10 Construction Agreement SPECIFICATIONS GROUP GENERAL REQUIREMENTS SUBGROUP Division 03 - Concrete 03 60 00 Grout END OF SECTION TABLE OF CONTENTS © 2021 Sfantec 1193804335 Quote 0001 10-1 SECTION 00 52 10 CONSTRUCTION AGREEMENT GROUTED RIPRAP THIS AGREEMENT, made on July 13, 2021, between the City of New Hope, a Minnesota municipal corporation ("Owner"), and Rochon, a Minnesota Corporation, ("Contractor"). The Owner and Contractor agree as follows: l . The Contractor accepts the relationship of trust and confidence established between the Contractor and the Owner by this Agreement. The Contractor covenants with the Owner to furnish the Contractor's best skill and judgment to further the interests of the Owner. The Contractor agrees to furnish at all times an adequate supply of workmen and materials, and to perform the work in the best and most sound manner and in the most expeditious and economical manner consistent with good construction. 2. The Contractor hereby represents that it is licensed to do business and perform the acts required hereunder and will contract only with subcontractors that are similarly licensed in the State of Minnesota. 3. The Contractor shall perform the work in accordance with the attached Specifications for the price stated in Contractor's attached proposal. 4. Except as specifically set out in the Specifications, the Contractor shall provide and pay for labor, materials, equipment, tools, construction, equipment and machinery, water, heat, utilities, transportation, and other facilities and services necessary for proper execution and completion of the work. 5. The Contractor shall take reasonable precautions for the safety of its employees on the job site, and shall comply with all applicable provisions of federal, state, and municipal safety laws to prevent accidents or injury to persons on, about, or adjacent to the Project site. The Contractor shall erect and properly maintain, at all times, as required by the conditions and progress of work, necessary safeguards for the protection and workmen and the public. 6. The Contractor warrants to the Owner that all materials and equipment furnished under this Agreement will be of good quality and new, unless otherwise specified, and that all work will be of good quality, free from improper workmanship and defective materials and in conformance with the Specifications. The Contractor agrees to correct all work performed by it under this Agreement which proves to be defective in material and workmanship within a period of one year from the Date of Completion. 7. The work shall commence after contracts are signed and approved; a 48-hour notice is required before start of work. Work shall be substantially completed by Auqusl 20, 2021. Final Completion shall be 5eptemb-er 3, 2021. 8. The Owner, without invalidating this Agreement, may order changes in the Project within the general scope of this Agreement consisting of additions, deletions, or other revisions. The Contract Price and the Contract Time Schedule may be adjusted accordingly. All such changes in the project shall be authorized by written Change Order signed by both parties. The Contractor shall purchase and maintain the insurance coverages. Insurance coverages shall be in accordance with the City's standard Contractor Insurance requirements and shall be submitted on ACORD 25 forms. Contractor shall also be responsible for all claims under worker's compensation, disability benefit, and other similar employee benefit acts which are applicable to the work to be performed. Certificates of Insurance acceptable to the Owner shall be filed with Owner at the Owner's request, prior to commencement of the work, 10.. When required by Owner, and as a prerequisite to payment, Contractor will provide, in a form satisfactory to Owner, IC-134 forms as well as any partial lien or claim waivers and affidavits from the Contractor, its Subcontractors, Sub -Subcontractors, and suppliers for Contractor's completed work. C401�f;7_«1101; y%� 7•�y-zAZ( Its,. /k ..-✓ OWNER: City of Ide Hope, Minne to By It Mayar Attest: 41r By Its City Clerk SECTION 03 60 00 GROUT PART 1 GENERAL 1.01 SUMMARY A. Furnish and install grout for preventing removal of existing riprap rock near the retaining wall in the police station parking lot. 1.02 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. No separate measurement for payment will be made for grout. 2. All Work and costs of this Section shall be incidental to the corresponding elements and be included in the Total Base Bid. 1.03 REFERENCES A. Minnesota Department of Transportation "Standard Specifications for Construction," 2018 Edition (MnDOT Spec.) 1. 2511 - but modify and/or supplement with (251 1) Random Riprap (Matrix) 1.04 SUBMITTALS A. Submit mix design for grout for review before placement. B. Submit protection plan for fence, retaining wall, and sidewalk near wall and receive approval before starting work. 1.05 PROJECT CONDITIONS A. Do not apply grout if it is raining or snowing. B. Protect existing decorative fence from grout splatter with poly plastic sheeting or other appropriate material approved by the site engineering representative. Protect the existing retaining wall and adjacent sidewalk from grout splatter with appropriate material. Keep grout material from flowing over the top of the existing retaining wall. PART 2 PRODUCTS 2.01 GROUT A. Modify 251 1.2.0 3A-Grout as follows: 1. 251 1.2.0 Replace the material requirements of 3A-Grout with the following: a. The approximate mix design for the grout required for one cubic yard of mix is shown in Table 1 below. The applicable materials specifications are listed next to each material in the grout mix. Contractor Mix design is required before placement of the matrix riprap. Check gradation and quality of the crusher chips and sand whenever new material is brought onto the project. GROUT 02021 Stantec 1 193804335 03 60 00 - 1 Tnhle 1 - Annrnximnte Mix f)asinn fnr C�rni it Enna r-i ihirr vnrrl of rrii-0 Material Material Specification Quantify Ibs k Portland Cement 3101 740 to 760 [336 to 345] Fine aggregate (sand), dry 3126 1 180 to 1200 f535 to 5441 '/4" Crusher chips, dry 3137 No. 4 ASTM #89 1 180 to 1200 535 to 544 Water 3906 420 to 450 190 to 204 Air entrainment 3113 8 to 12% PART 3 EXECUTION 3.01 SURFACE PREPARATION A. Before placing the grout, wet the riprap so it is clean and will bond to the grout. 3.02 SLUMP TEST A. Perform American slump (ASTMC143) test as follows with 6.5 to 7.5 in vertical slump. 3.03 TEMPERATURE A. Grout may be placed between 40 to 110 degrees F with ordinary precaution. B. Do not mix or place grout in severe hot or cold temperatures. 3.04 PLACING GROUT A. Before application of the grout on the entire riprap installation, complete a test section to be observed by the site engineering representative. The site engineering representative will visually observe the application of the grout, inspect the final grout configuration in the test section, and approve of the method/application. Once approved, use the same method/application used in the test section for the rest of the matrix riprap installation. B. See MNDOT 2511 Random Riprap (Matrix) specification with the following supplemental guidelines: 1. Place grout on riprap outside of the parking lot fence to keep riprap from being able to be removed. 2. Place grout on riprap inside the parking lot fence to a point where the riprap cannot be reached and removed. This distance will be reviewed in the field with the site engineering representative but should be at least three (3) feet. 3.05 CURING A. Follow manufacturer's guidelines. END OF SECTION GROUT 02021 Stantec 1 193804335 03 60 00 - 2 1 1 1 I 1 1 I I r I I 1 1 1 1 1 1 1 1 1 1 I 1 ( 1 I ( 1 1 I I I I I I I ffib dd 0 N_ates for Green Areas. �r 1. Submit mix design for grout. See specifications for mix design. 2. Submit protection plan for fence, retaining wall, and sidewalk.. Keep grout from flowing over the top of the existing retaining wall. ... Green Rectangle Area - 1=or this 3_ Wet the existing riprap before placing the grout so it Is clean and will bond to the grout. 4- Complete a test section for site engineering representative to review prior to application of Quote Project. Estimated area the entire riprap area. between fence and wall is 735 5. Place grout on riprap to keep riprap from being able to be removed. See specifications square feet. Estimated area for additional comments on grouting of riprap outside and inside of the fence area. between fence and grass is 470 square feet. OX - FI-7 °� i 1i f ,7 • ` Tr ,� � I Jr Ji I I I I I I I I tl I It =34, : r1 E r ,I IT Red Rectangle Areas - Not 11 included in this Quote Project.. I Blue Rectangle Area - Not included in this Quote Project. NONN EM . ` •fir ems= ► � �.� ::� -. z IL Q U 0 z J P z C1 Q¢� a �� Q' w �O� ZUU Q0� IL D W w U 7 w Q Y Q tL LASE t. - � I/(� -T\■I SURVEY .� • �Z DRAWN MPPh DESIGNED MIFA •� _ _ STEf ♦CAL PLAN CxECKFD MI gPPRGV� MI ` 1 0 7S St] IOEY rm+.N ­W'211 l wEtrnuMRae E1.01 Valerie Leone From: Boyum, Dan <Dan.Boyum@stantec.com> Sent: Monday, November 22, 2021 6:51 PM To: Kirk McDonald Cc: Susan Rader; Valerie Leone Subject: RE: Rock Removal - Engineering Budget - Unadjusted number Kirk — the contractor initially felt he would get the work done in a day when I was estimating the previous numbers below. It took them from Monday to Thursday, so a few days longer. Lucas spent more time than anticipated with those inspections last week. The work is now completed. At this time, it looks like our costs are $14,486 for the three different rock removal/grouting projects, so $1,986 over the previous $12,500. The construction costs will be higher than their original estimate ($43,421.50 vs +/- $32,000) due to more quantities used than estimated, but will come in less than that construction esti gate of +/- $67,000. So that is good news. Incase there is any follow-up questions on the pool island rock, would it be okay to increase the budget from $12,500 to $15,000. Let me know your thoughts. Here is a copy of the Valley Rich invoice with final quantities. f n _ a� Valley -Rich Co., Inc. 147 Jonathan Blvd. N . Ste, 4 Chaska, MN 55318 5952) 448-3002 Sold Ship to to City of New Hope 5500 International Parkway New Hope, MN 55428 Rock Removal/Re New Hope kccou©t Pam. Num -ship via, Ship Dane OEW HO C21178 11118 ternOuantity Description 1 Mobilization 1 Traffic control 46 Excavation 285.22 Class 4 Grarite riprap 12 Removal of smaller class 4 granite riprap 399 Geotextile Fad do 1 Remove existing rock from island and deliver to city public works facility 1 DEDUCT - Peiformance Bond not requred ►j Senior Associate Direct: 612 712-2021 Mobile: 651 775-5098 Dan.Boyum@stantec.com Stantec 733 Marquette Ave., Suite 1000 Minneapolis, MN 55402 4 Stantec The content of this email is the confidential property of Stantec and should not be copied, modified, retransmitted, or used for any purpose except with Stantec's written authorization. If you are not the intended recipient, please delete all copies and notify us immediately From: Boyum, Dan Sent: Tuesday, September 21, 2021 11:40 AM To: Kirk McDonald <kmcdonald@newhopemn.gov> Cc: Susan Rader <srader@newhopemn.gov>; Valerie Leone <vleone@newhopemn.gov> Subject: RE: Rock Removal - Engineering Budget - Unadjusted number We included estimated indirect costs in our original May 2021 estimates. Those totaled $11,453.36. See the tables below that show the line item for indirect costs (highlighted in yellow). There were costs associated with preparing the quote package for the rock removal/mulch replacement for the non - infiltration islands and sending those quotes out to contractors. However those indirect costs were not reflected in the tables below. KenLawn was the only person who sent in a quote on that first project, and Jeff Alger dealt mostly with them in coordinating that work. So our engineering costs on the rock removal and mulch replacement quote project were mostly the preparation of the quote package. Below is a summary of the indirect costs from the infiltration island and grouted riprap estimates in May 2011: • Pool infiltration island riprap ($10,673.36) + Grouted rip rap at the retaining wall 780 ■ Total = $11,453.36 The indirect cost estimate above is less than the $12,500 that we are suggesting at this time the budget to be increased by ($10,000 before + $2,500 now). So the increase to $12,500 will be $1,046.64 more than the $11,453.36 number in the May 2021 estimates. It will be interesting to see how many contractors provide a quote for the infiltration island work. Some have said they could do this type of work this fall, so hopefully we get a few quotes to compare. I put some answers to your questions in your email below too. Please contact me with any questions. Estimated Costs to Place Class 4 Riprap in Infiltration Island (Note - Removal of existing rock in Jeff Algers Estimate) Item No Item Unit Quantity Unit Price Total Comment 1 Irrigation Line Replacement/Lowering LS 1 $3,000.00 $3,000.00 2 Excavation CY 65 $50.00 $3,250.00 Assume 6" tc 3 Class 4 Riprap Material TON 180 $29.00 $5,220.00 Estimate 90 4 Trucking TON 180 $15.00 $2,700.00 5 Trucking - Waiting - Unloading HR 18 $115.00 $2,070.00 Assume 1.5 1 6 Installation of Class 4 Riprap HR 40 $400.00 1 $16,000.00 Assume 50' 1 7 Removal of too small riprap HR 5 $400.00 $2,000.00 Assume hou 8 Geotextile Fabric Sy 387 $3.00 $1,161.00 9 Seal Coat if pavement damage SF 16604 $0.30 $4,981.20 10 Restripe LF 1 1656 1 $2.50 1 $4,140.00 Subtotal $44,522.20 + Contingencies $8,904.44 Subtotal $53,426.64 + Indirect Costs $10,673.36 Total Project Costs $64,100.00 Estimated Costs - Grouting Riprap - Police Station Retaining Wall Item No Item Unit Quantity Unit Price Total Comment 1 Concrete Grout - Material Cy 10 $150.00 $1,500.00 2 Labor HR 8 $200.00 $1,600.00 Subtotal $3,100.00 + Contingencies $620.00 Subtotal $3,720.00 + Indirect Costs $780.00 Total Project Costs $4,500.00 Senior Associate Direct: 612 712-2021 Mobile: 651 775-5098 Dan. Boyum@stantec.com Stantec 733 Marquette Ave., Suite 1000 Minneapolis, MN 55402 (3 Stantec The content of this email is the confidential property of Stantec and should not be copied, modified, retransmitted, or used for any purpose except with Stantec's written authorization. If you are not the intended recipient, please delete all copies and notify us immediately. From: Kirk McDonald <kmcdonald@newhopemn.gov> Sent: Monday, September 20, 2021 5:26 PM To: Boyum, Dan <Dan-Boyum@stantec.com>; Susan Rader <srader newho emn. ov>; Valerie Leone <vieon_e @ newho pe m n.gov> Subject: RE: Rock Removal - Engineering Budget I need a better understanding of this. Were their indirect engineering costs calculated into your original estimates? Yes The original estimate on the rock removal/relocation in the main parking lot was $25,000 and we paid $18,500, so we saved $6,500. There was also $5,000 budgeted for mulch, which I think was included in the $18,500. That's correct. W The original estimate on the grout/riprap was $4,500 and we paid $10,424, so we were over by $5,925. Correct The estimate on the pool median work is $64,100, with quotes yet to be received. Yes Bottom line is if the pool median bids come in on budget, we will have spent $93,024, compared to a budget of $98,600, so we have a contingency of $5,576. Okay I have no problem increasing the budget for engineering, as the work needs to get done, but it would help to know if any of the engineering costs were included in the original estimates. Okay. Let's talk tomorrow after the engineering meeting. Kirk McDonald City of New Hope I City Manager 4401 Xylon Ave N I New Hope, MN 55428 Office: 763.531.5112 1 Fax: 763-531-5136 From: Boyum, Dan <Dan,Bovum@stantec.com> Sent: Monday, September 20, 20214:27 PM To: Kirk McDonald <kmcdonald@newhopemn.gov>; Susan Rader <srader@newhopemn.gov>; Valerie Leone <vleone newha emn. ov> Subject: RE: Rock Removal - Engineering Budget Kirk/Susan/Val — checked on the budget and we are at $10,028 to date, so $28 over the last budget increase from July discussed in the previous email. The costs since the last budget increase would include the construction services related to the grouted riprap work, preparation of the quotation for the final pool island work, discussions with staff, and discussions and correspondence with contractors for quotes on the pool island work (rock removal and riprap replacement). I would recommend we increase the budget by another $2,500 to $12,500. Hopefully this should address the remaining work to complete these rock removal projects. Let me know if that increase is okay. Dan Boyum, PE Senior Associate Direct: 612 712-2021 Mobile: 651 775-5098 Dan.Boyum@stantec.com Stantec 733 Marquette Ave., Suite 1000 Minneapolis, MN 55402 (3 Stantec The content of this email is the confidential property of Stantec and should not be copied, modified, retransmitted, or used for any purpose except with Stantec's written authorization If you are not the intended recipient, please delete all copies and notify us immediately From: Kirk McDonald <kmcdonald@new hope mn.Rov> Sent: Friday, July 23, 2021 1:46 PM To: Boyum, Dan <Dan.Bovum@stantec.com>; Susan Rader <srader@ newho gemn. ov>; Valerie Leone <vleone @ newho pem n.gov> Subject: RE: Rock Removal - Engineering Budget That is OK with me. Kirk Kirk McDonald City of New Hope I City Manager 4401 Xylon Ave N I New Hope, MN 55428 Office: 763.531.5112 1 Fax: 763-531-5136 From: Boyum, Dan <Dan.Bovum@stantec.com> Sent: Friday, July 23, 2021 1:39 PM To: Susan Rader <srader newhopemn.gov>; Valerie Leone <vleone@newhopemn.gov>; Kirk McDonald <km cdona id @ newhopem n.gov> Subject: Rock Removal - Engineering Budget I am reviewing the As far as engineering time, we have spent now around $7,500 for the various work and discussions with staff and council, putting together quote packages, and follow-up discussions. We have been increasing the budget by +/- $2,500 as we get close to the current budget. The indirect time estimated for the two projects was $11,453.36 ($10,673.36 + $780). The grouted riprap definitely took more time when we did not get any quotes initially. Now that Rochon is on board to do that work, that is good. I would recommend we should bump the engineering time up by $2,500 (so from current budget of $7,500 to new budget of $10,000) for the final pool island work. If that seems okay, please respond via an email and I will let our accounting staff know. Thanks. Dan Boyum, PE Senior Associate Direct: 612 712-2021 Mobile: 651 775-5098 Dan.Boyum@stantec.com Stantec 733 Marquette Ave., Suite 1000 Minneapolis, MN 55402 (3 Stantec The content of this email is the confidential property of Stantec and should not be copied, modified, retransmitted, or used for any purpose except with Slantec's written authorization. If you are not the intended recipient, please delete all copies and notify us immediately. Valerie Leone From: Boyum, Dan <Dan.Boyum@stantec.com> Sent: Tuesday, November 23, 2021 5:06 PM To: Bernie Weber; Miller, Lucas; Valerie Leone Subject: FW: IC 134 Attachments: 20211123_140124.pdf Here is the IC-134 for the Valley Rich work at the Pool Island. Witt Dan Boyum, PE Senior Associate Direct: 612 712-2021 Mobile: 651775-5098 Dan.Boyum@stantec.com Stantec 733 Marquette Ave., Suite 1000 Minneapolis, MN 55402 The content of this email is the confidential property of Stantec and should not be copied, modified, retransmitted, or used for any purpose except with Stantec's written authorization. If you are not the intended recipient, please delete all copies and notify us immediately. -----Original Message ----- From: Stacy Weber <stacy@valleyrich.com> Sent: Tuesday, November 23, 2021 2:03 PM To: Boyum, Dan <Dan.Boyum@stantec.com> Subject: IC 134 Please see attached. Have a Happy Thanksgiving. Stacy Weber 952-448-3002 147 N Jonathan Blvd #4 Chaska MN 55318 11/23/21, 2:00 PM https://www.mndor.state.mn.us/tp/eservices/_/Retrieve/O/Dc/UZ4o_tewJbtFUk47mlzMUA_?FILE= Print2&PARAMS_=44161... DEPARTMENT OF REVENUE Contractor Affidavit Submitted Thank you, your Contractor Affidavit has been approved. Confirmation Summary Confirmation Number: Submitted Date and Time: Legal Name: Federal Employer ID: User Who Submitted: Type of Request Submitted: Affidavit Summary Affidavit Number: Minnesota ID: Project Owner: Project Number: Project Begin Date: Project End Date: Project Location: Project Amount: Subcontractors: 1368854528 7863243 CITY OF NEW HOPE 193804335 15-Nov-2021 18-Nov-2021 NEW HOPE CITY HALL $43,421.50 No Subcontractors 2-014-335-648 23-Nov-2021 2:00:36 PM VALLEY RICH COMPANY INC 41-0960072 Vrich3002 Contractor Affidavit Important Messages A copy of this page must be provided to the contractor or government agency that hired you. Contact Us If you need further assistance, contact our Withholding Tax Division at 651-282-9999, (toll -free) 800-657-3594, or (email) with holding.tax@state.mn.us. Business hours are 8:00 a.m. - 4:30 p.m. Monday - Friday. Please print this page for your records using the print or save functionality built into your browser, https://www.mndor.state.mn.us/tp/eservices/ /Retrieve/O/Dc/UZ4o_tewJbtFUk47mIzMUA,_ ?FILE= Print2&PARAMS= 4416152690524810109 1/1