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City Council Agenda Packet 05-24-2010AGENDA SPECIAL MEETING - MONTICELLO CITY COUNCIL Monday, May 24, 2010 – 5:30 p.m. Mayor: Clint Herbst Council Members: Tom Perrault, Glen Posusta, Brian Stumpf, Susie Wojchouski 1. Call to Order 2. A) Overview of HWY 25/CSAH 75 Intersection B) Feasibility Study NE Quadrant Transportation 3. Adjournment 1 ______________________________________________________________________________ 1. Progress to-date a. Planning application b. Infrastructure planning 2. Intersection a. Long term configuration i. Mn/DOT comments ii. Wright County comments b. Interim improvements 3. NE Quadrant: Feasibility report in-depth a. Intersection b. Right Turn c. River Street d. Cedar Street 4. NE Quadrant: Preliminary cost estimates & cost sharing a. City Contribution b. Developer Contribution i. Deposit ii. No deposit iii. Petition & Waiver 5. Requested Council action a. Acceptance of feasibility and ordering of plans & specs i. Timing of improvements b. Intersection items (Staff Approved Layout and ICE report) 6. Outline next steps for planning process a. Applicant review meeting b. Planning Commission c. Prep of draft development agreement d. City Council FEASIBILITY REPORT FOR TH 25 AND CSAH 75 SPECIAL COUNCIL MEETING May 24th, 2010 NOTE: PLEASE REFER TO COUNCIL AGENDA ITEMS #10 AND #11. AGENDA REGULAR MEETING – MONTICELLO CITY COUNCIL Monday, May 24, 2010 – 7 p.m. Mayor: Clint Herbst Council Members: Tom Perrault, Glen Posusta, Brian Stumpf, Susie Wojchouski 1. Call to Order and Pledge of Allegiance 2A. Approval of Minutes – May 10, 2010 Regular Meeting 3. Consideration of adding items to the agenda 4. Citizen comments, public service announcements and Council updates a. Citizen Comments: b. Public Service Announcements: 1) 3rd Grade Visit 2) Donations 3) Family Fun Day Bertram Regional Park (6/12) 4) Walk N Roll (6/19) c. Staff Updates: 1) UB online payments 5. Consent Agenda: A. Consideration of approving new hires and departures for City departments B. Consideration of adopting Resolution #2010-29 to accept contribution of $250 from Tom Perrault C. Consideration of adopting Resolution #2010-30 to accept contributions for Family Fun Day at Bertram Chain of Lakes Regional Park D. Consideration of adopting Resolution #2010-31 establishing an Absentee Ballot Board for the 2010 Elections E. Consideration of accepting bids and approving purchase for Fire Safety equipment F. Consideration of approving an on-sale and Sunday liquor license for Pauly Companies Inc, dba Bluestone Grill at 9351 Cedar Street G. Consideration of accepting the 2010 Annual Sidewalk Inspection Report for the City of Monticello SPECIAL MEETING 5:30 pm – (1) Overview of HWY 25/CSAH 75 Intersection (2) Feasibility Study NE Quadrant Transportation H. Consideration of approving Business Expansion Incentive Pilot Program Guidelines I. Consideration of adopting Resolution #2010-37 of Intent to Reimburse from Bond Proceeds for NE Quadrant Improvements to State Hwy 25, CSAH 75 and East River Street, City Project No. 10C005 J. Consideration of approving an application for a Temporary On-Sale Liquor Permit for Wine Tasting/Networking Event on June 2nd hosted by the Wright County Economic Development Partnership K. Consideration of approving out-of-state training for FiberNet Monticello employees 6. Consideration of items removed from the consent agenda for discussion. 7. Public Hearing - Consideration of adopting Resolution #2010-32 ordering the improvements and authorizing plans and specifications for the Walnut Street addendum to the 2010 Street Reconstruction, City Project No. 10C001 8. Consideration of adopting Resolution #2010-33 approving plans and specifications and authorizing bids for the Walnut Street addendum to the 2010 Street Reconstruction, City Project No. 10C001 9. Consideration of adopting Resolution #2010-34 accepting bids and awarding contract for the 2010 Street Reconstruction Improvements and Walnut Street addendum, City Project No. 10C001 10. Consideration of authorizing preparation of a staff approved layout and Intersection Control Evaluation (ICE) for NE Quadrant Improvements to State Hwy 25 and CSAH 75, City Project No. 10C005 11. Consideration of adopting Resolution # 2010-35 accepting Feasibility Study, authorizing preparation of Plans and Specifications, and calling for Public Hearing for the NE Quadrant Improvements to State Hwy 25, CSAH 75 and East River Street, City Project No. 10C005 12. Consideration of adopting Ordinance #515 approving an amendment to the Monticello Zoning Ordinance for the Central Community District, adopting Chapter 14C, (CCD-R), Residential Overlay 13. Consideration of renewing policies for Monticello Community Center 14. Added Items (if any) 15. Approve payment of bills for May 24th 16. Adjournment City Council Agenda: 05/24/10 1 5A. Consideration of approving new hires and departures for City departments (TE) A. REFERENCE AND BACKGROUND: The Council is asked to ratify the hiring and departures of employees that have occurred recently in the departments listed. It is recommended that the Council officially ratify the hiring/departure of all listed employees including part-time and seasonal workers. A1. Budget Impact: (positions are generally included in budget) A2. Staff Work Load Impact: If new positions, there may be some training involved. If terminated positions, existing staff would pick up those hours, as needed, until replaced. B. ALTERNATIVE ACTIONS: 1. Motion to ratify the hire/departures of the employees as identified on the attached list. 2. Motion to deny the recommended hires and departures. C. RECOMMENDATION: By statute the City Council has the authority to approve all hires/departures. City staff recommends Alternative #1, for the Council to approve the hires and/or departures as listed. D. SUPPORTING DATA: List of new/terminated employees Name Title Department Hire Date Class Mariah Jackson Slide Attendant MCC 4/29/10 PT Natalie Dornan Lead Guest Service MCC 5/5/10 PT Dan Stelton Locator/Field Tech FNM 5/10/10 FT Justin Anderson Seasonal Streets Worker Streets 5/10/10 Seasonal Brandon Smith Installation Technician FNM 6/1/10 FT Name Reason Department Last Day Class Jolynn Emmel Voluntary MCC 4/30/10 PT Zachary Holtman Voluntary MCC 4/30/10 PT Cari Keller Voluntary MCC 4/30/10 PT Beth Pennington Voluntary MCC 4/30/10 PT Kathie Bushman Voluntary DMV 10/14/09 PT NEW EMPLOYEES TERMINATING EMPLOYEES 5A Council_employee list 2010: 5/20/2010 City Council Agenda: 05/24/10 1 5B. Consideration of adopting Resolution #2010-29 to accept a contribution of $250 from Tom Perrault (CS) A. REFERENCE AND BACKGROUND: The City has received a donation of $250 from Tom Perrault to go to the General Fund. As required by state statute, if the City accepts the donation of funds, the City Council needs to adopt a resolution specifying the amount of the donation and its use. A1. Budget Impact: None A2. Staff Workload Impact: Staff accounts for and reconciles donations contributed through the City. B. ALTERNATIVE ACTIONS: 1. Approve the contribution and authorize use of funds as specified. 2. Do not approve the contribution and return the funds to the donor. C. STAFF RECOMMENDATION: Staff recommendation is to adopt the resolution accepting the contribution. D. SUPPORTING DATA: Resolution No. 2010-29 CITY OF MONTICELLO RESOLUTION NO. 2010-29 APPROVING CONTRIBUTIONS WHEREAS, the City of Monticello is generally authorized to accept contributions of real and personal property pursuant to Minnesota Statutes Sections 465.03 and 465.04 for the benefit of its citizens and is specifically authorized to maintain such property for the benefit of its citizens in accordance with the terms prescribed by the donor. Said gifts may be limited under provisions of MN Statutes Section 471.895. WHEREAS, the following persons and or entities have offered to contribute contributions or gifts to the City as listed: DONOR/ENTITY DESCRIPTION VALUE Tom Perrault Cash (May) $250 WHEREAS, all said contributions are intended to aid the City in establishing facilities, operations or programs within the city’s jurisdiction either alone or in cooperation with others, as allowed by law; and WHEREAS, the City Council hereby finds that it is appropriate to accept the contributions offered. NOW THEREFORE BE IT RESOLVED by the City Council of Monticello as follows: 1. The contributions described above are hereby accepted by the City of Monticello. 2. The contributions described above will be used as designated by the donor. This may entail reimbursing or allocating the money to another entity that will utilize the funds for the following stated purpose: DONOR/ENTITY RECIPIENT PURPOSE Tom Perrault City of Monticello General fund ADOPTED BY the City Council of Monticello this 24th day of May, 2010. ______________________________ Mayor Clint Herbst ATTEST: ______________________________________ Jeff O’Neill, City Administrator City Council Agenda: 05/24/10 1 5C. Consideration of adopting Resolution #2010-30 to accept contributions for Family Fun Day at Bertram Chain of Lakes Regional Park (CS) A. REFERENCE AND BACKGROUND: The City has received the following donations to be used to cover the costs of the Bertram Chain of Lakes Family Fun Day on June 12th. As required by state statute, if the City accepts the donation of funds, the City Council needs to adopt a resolution specifying the amount of the donation and its use. Veolia (in-kind) - $400 Xcel Energy - $1,000 New River Medical Center EMS (in-kind) - $450 Moon Motors (in kind) - $250 Clear Waters Outfitters (in kind) - $480 FiberNet Monticello - $1,500 Cargill - $500 A1. Budget Impact: None A2. Staff Workload Impact: Staff accounts for and reconciles donations contributed through the City. B. ALTERNATIVE ACTIONS: 1. Approve the contribution and authorize use of funds as specified. 2. Do not approve the contributions and return the funds to the donors. C. STAFF RECOMMENDATION: Staff recommendation is to adopt the resolution accepting the contributions. D. SUPPORTING DATA: Resolution No. 2010-30 CITY OF MONTICELLO RESOLUTION NO. 2010-30 APPROVING CONTRIBUTIONS WHEREAS, the City of Monticello is generally authorized to accept contributions of real and personal property pursuant to Minnesota Statutes Sections 465.03 and 465.04 for the benefit of its citizens and is specifically authorized to maintain such property for the benefit of its citizens in accordance with the terms prescribed by the donor. Said gifts may be limited under provisions of MN Statutes Section 471.895. WHEREAS, the following persons and or entities have offered to contribute contributions or gifts to the City as listed: DONOR/ENTITY DESCRIPTION VALUE Veolia In-kind $400 Xcel Energy Cash $1000 New River Medical Center EMS In-kind $450 Moon Motors In-kind $250 Clear Waters Outfitters In-kind $480 FiberNet Monticello Cash $1500 Cargill Cash $500 WHEREAS, all said contributions are intended to aid the City in establishing facilities, operations or programs within the city’s jurisdiction either alone or in cooperation with others, as allowed by law; and WHEREAS, the City Council hereby finds that it is appropriate to accept the contributions offered. NOW THEREFORE BE IT RESOLVED by the City Council of Monticello as follows: 1. The contributions described above are hereby accepted by the City of Monticello. 2. The contributions described above will be used as designated by the donor. This may entail reimbursing or allocating the money to another entity that will utilize the funds for the following stated purpose: DONOR/ENTITY RECIPIENT PURPOSE Veolia Bertram Chain of Lakes Park Family Fun Day Xcel Energy Bertram Chain of Lakes Park Family Fun Day New River Medical Center EMS Bertram Chain of Lakes Park Family Fun Day Moon Motors Bertram Chain of Lakes Park Family Fun Day Clear Waters Outfitters Bertram Chain of Lakes Park Family Fun Day FiberNet Monticello Bertram Chain of Lakes Park Family Fun Day Cargill Bertram Chain of Lakes Park Family Fun Day ADOPTED BY the City Council of Monticello this 24th day of May, 2010. ______________________________ ATTEST: Mayor Clint Herbst ______________________________________ Jeff O’Neill, City Administrator Council Agenda: 5/24/10 1 5D. Consideration of a adopting Resolution #2010-31 establishing an Absentee Ballot Board (JO, CS) A. REFERENCE AND BACKGROUND: In 2010, the State Legislature adopted many changes to the absentee voting process, which allows municipalities to administer absentee voting including the processing of applications and ballots. Section 203B.121 of the updated Minnesota Election Laws requires the City to establish an Absentee Ballot Board, if they are conducting absentee voting in the municipality. The main function of the Absentee Ballot Board is to reject/ accept and process absentee ballots. This process is handled by appointed election judges and must be completed prior to 7 a.m. on election day. (In past years, it was allowed to process absentee ballots on election day.) The new laws set the absentee ballot period for 60 days prior to election day for both the primary and general elections. The Deputy City Clerk has been designated through the Secretary of State’s office to serve as administrator of the absentee voting process under the direction of Wright County. City staff has begun training on the new absentee voting laws and processes and will be training election judges that are appointed to serve on the Absentee Ballot Board. A1. Budget Impact: Due to the many changes in the absentee voting laws, there may some additional costs associated with training and equipment for absentee voting. A2. Staff Impact: Since the day of an election tends to be quite hectic and demanding, processing absentee ballots prior to the day of election should allow city staff and election judges to focus on voting activities surrounding election day. B. ALTERNATIVE ACTIONS: 1. Motion to adopt Resolution #2010-31 establishing an Absentee Ballot Board for the 2010 elections. 2. Motion to not establish an Absentee Ballot Board. C. STAFF RECOMMENDATION: Staff recommends Alternative #1. D. SUPPORTING DATA: Resolution #2010-31 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2010-31 ESTABLISHING AN ABSENTEE BALLOT BOARD WHEREAS, Minnesota Election Laws 203B.121 provide authority to a municipality to establish an Absentee Ballot Board in accordance with the provisions of the law; and WHEREAS, an Absentee Ballot Board will allow election judges to perform the task of administering absentee voting as described in Minnesota Election Laws, starting 60 days prior to the Primary and General elections; and WHEREAS, the City will have the necessary equipment, training and other resources in place to administer absentee voting as prescribed by the Minnesota Secretary of State’s office; NOW THEREFORE, BE IT HEREBY RESOLVED BY THE MONTICELLO CITY COUNCIL, that an Absentee Ballot Board be established for the purpose of administering the absentee voting process, as provided for by law. ADOPTED BY the Monticello City Council this 24th day of May, 2010. CITY OF MONTICELLO __________________________________________ Clint Herbst, Mayor ATTEST: _______________________________________ Jeff O’Neill, City Administrator City Council Agenda: 5/24/10 1 5E. Consideration of accepting bids and approving purchase for Fire Safety equipment (SJ, TK) A. REFERENCE AND BACKGROUND: The Fire Department is required by OSHA to annually test the fitting of SCBA face pieces. This testing was completed along with medical physicals of the Monticello firefighters. During the fit testing it was discovered that the department needs to purchase six (6) new face pieces along with six (6) heads up displays (HUD). It has been a goal of the department to outfit each firefighter with their own properly fitted face piece. Matching each firefighter’s face provides a proper seal of the face piece, which meets OSHA standards. The Department received three quotes as follows: Streicher’s, $3,468.00; Fire Safety USA, $3,474.00; and Metro Fire, $3,775.62. There are no local vendors for this purchase. A1. Budget Impact: The City’s 2010 budget and the City’s five-year CIP included $14,000 for SCBA Packs with the funds coming from the Capital Revolving Fund. This purchase would come from these funds. A2. Staff Workload Impact: This purchase will provide all firefighters to be equipped with properly fitting SCBA Packs, which will have little to no impact on workloads. B. ALTERNATIVE ACTIONS 1. Motion to approve the purchase of 6 new face pieces and HUDs from Streicher’s at a cost of $3,468.00. 2. Motion to approve the purchase of 6 new face pieces and HUDs from one of the other vendors who provided price quotes. 3. Motion to deny the purchase of 6 new face pieces and HUDs. C. STAFF RECOMMENDATION: The City staff supports Alternative #1. D. SUPPORTING DATA: Memo providing price quotes from Steve Joerg Council Agenda: 5/24/10 1 5F. Consideration of approval of an on-sale and Sunday liquor license for Pauly Companies Inc, dba Bluestone Grill at 9351 Cedar Street (TK) A. REFERENCE AND BACKGROUND: Pauly Companies, Inc operating as Bluestone Grill has submitted an application for an on-sale liquor license and Sunday liquor license. The business will be located at 9351 Cedar Street, previously occupied by D’Angelos Pizza. Bluestone Grill plans to open their business shortly after June 1st. The annual fee for the on-sale liquor license is set at $3,750 and the Sunday license at $200. These fees have been prorated and paid for the month of June 2010. A background check has been conducted on the business owner and passed. The owner has acquired the necessary insurance certificate covering liquor liability and worker’s compensation as required by state law. After approval by Council, the application and appropriate documentation will be sent to the State for processing and granting of the license. B. ALTERNATIVE ACTIONS: 1. Motion to approve the application for an on-sale liquor license and Sunday liquor license for Pauly Companies, Inc dba Bluestone Grill at 9351 Cedar Street. 2. Motion to deny the liquor license application. C. STAFF RECOMMENDATION: City Staff recommends Alternative #1, for approval of the application for an on-sale liquor license and Sunday liquor license for Bluestone Grill. Bluestone Grill looks to be a nice addition to the south side of Monticello and should complement our business community. D. SUPPORTING DATA: License Application City Council Agenda: 05/24/10 1 5G. Consideration of review and acceptance of the 2010 Annual Sidewalk Inspection Report for the City of Monticello (BP, TM) A. REFERENCE AND BACKGROUND: Each year the City inspects the condition of the boulevard sidewalks and those sidewalks located on other city property throughout the community. This is usually completed in the early summer months so that adequate time is available for the city and/or property owners to take care of the needed repair of the sidewalks. For sidewalks located on the “grid” (which is primarily in the old core city) we will repair or replace up to two (2) sidewalk panels per property at no cost to the property owner. The “grid” sidewalk is recognized as an area serving more than just the local neighborhood. Additions and subtractions to the “grid” are approved by City Council. Many of the sidewalks on the “grid” were constructed using 75% city money and 25% assessment to the property owner. If any major sections of the sidewalk on the “grid” are in need of total replacement the city would again share in the cost to replace those sidewalks at the 75/25 rate. This past year the sidewalks have fared rather well. There is only one (1) panel to be replaced, eight (8) areas that are in need of grinding, six (6) areas where cracks or joints need sealing, four (4) areas to grout, lower three (3) gate valves and trim four (4) trees for overhead branch clearance. The rest of the report is dedicated to locations which need to be monitored for future movement or continued disintegration. Our concrete mill has worked well in reducing trip hazards and it will be put to work this summer on many of the vertical rises and trip hazards shown in the report. Changes were made in 2007 to the inspection criteria under II B.1. “In the inspector’s opinion” and “repair or” to allow some discretion on the part of the inspector and to grind/repair some sections rather than replace them. A1. Budget Impact: The materials for these repairs are included in the Street Budget. A2. Staff Workload Impact: Time is included each year for this type of repair and maintenance in the Street Budget. We do this as time allows without overtime hours being used. B. ALTERNATIVE ACTIONS: 1. Motion to approve reviewing the 2010 Annual Sidewalk Inspection Report and accepting it as drafted and to authorize the necessary repair work. 2. Motion to deny approval of the 2010 Annual Sidewalk Inspection Report. City Council Agenda: 05/24/10 2 C. STAFF RECOMMENDATION: City staff recommends the City Council reviews the report and accepts it as outlined in Alternative #1. City staff will then move forward with correcting the problems noted in the report. D. SUPPORTING DATA: Copy of 2010 Annual Sidewalk Inspection Report 2010 SIDEWALK INSPECTION REPORT Page 1 2010 ANNUAL SIDEWALK INSPECTION REPORT Completed: May 2010 By: Karen Ludvigson 2010 SIDEWALK INSPECTION REPORT Page 2 2010 ANNUAL SIDEWALK INSPECTION REPORT TABLE OF CONTENTS Sidewalk Inspection Criteria Summary 2010 Sidewalk Report Pictures of Replacement Sidewalks 2010 SIDEWALK INSPECTION REPORT Page 3 CITY OF MONTICELLO SIDEWALK INSPECTION CRITERIA I. DEFINITION A pedestrian walkway (either bituminous or concrete) is a smooth, continuous, horizontal plane generally 4' to 5' wide, parallel to curb or street driving surfac e in both boulevard width and vertical height with a cross-slope of 2% to 4% to promote water drainage. It should be free of hazards to pedestrians, bicyclists, and snow removal equipment such as, but not limited to, cracks, settlements, protrusions, both horizontal and vertical, such as heaved panels (whole or partial), tree limbs, and overhangs. There should be pedestrian ramps where sidewalk meets curb on all new and major restoration construction. II. RECOMMENDATIONS FOR MAINTENANCE AND CRITERIA FOR REPAIR OR REPLACEMENT A. Recommendations for Maintenance 1. Drainage Property owners will be encouraged to maintain drainage from the sidewalk areas and will be notified when poor drainage is observed during the annual inspections. 2. Small Cracks and Holes Such defects larger than 1/4" but less than 3/4" will be recommended to be repaired by either seal or patch using approved materials. This will increase the longevity of the sidewalk. 3. Overhangs and Hazards Property owners will be asked to correct any temporary hazards such as signs, mail boxes, tree branches, or rocks or debris on the sidewalk or in the path of a pedestrian which could cause a trip, fall, or head injury. B. Cause for Repair or Replacement 1. Any vertical sharp rise in a sidewalk panel over 1/4" in height which could, in the inspector’s opinion, cause a person to trip or could catch maintenance equipment shall be cause for repair or replacement of the panel. 2. Any section of a sidewalk which has settled so as to collect water shall be replaced or repaired by jacking (when feasible). 2010 SIDEWALK INSPECTION REPORT Page 4 3. Any holes exceeding 3/4" in diameter and any cracks exceeding 3/4" in width and more than 1/4" deep shall be repaired using approved materials. 4. Any sidewalk panel having a series of wide cracks and holes so as to make repairs not practical shall be replaced. 5. Any sidewalk panels with sharp crowns or heaving which could cause a trip or fall when the sidewalk is wet or slippery shall be replaced. 6. Any sidewalk panel that is peeling or spauling so that loose material is consistently found on the surface shall be replaced. C. Replacement of Sidewalk 1. Any sidewalk replaced shall conform to standard specifications for sidewalk construction as recommended by the City Engineer. 2010 SIDEWALK INSPECTION REPORT Page 5 CITY OF MONTICELLO SIDEWALK REPORT 2010 S U M M A R Y The 2010 inspection of the on-grid and off-grid sidewalk was completed in May of 2010 by Karen Ludvigson. There is one panel to be replaced this year and many to monitor for changes in the future. Otherwise there are sporadic trip hazards that will need to be ground off, a few gate valves need to be lowered, and some trees need trimming. Overall, the cities sidewalks are in great shape! 2010 SIDEWALK INSPECTION REPORT Page 6 SIDEWALK INSPECTIONS SUMMER 2010 ID STREET NAME DIRECTIONAL LOCATION DATE OF MONITOR CONDITION WORK TO BE DONE (TO & FROM) INSPECTION 1 3RD ST EAST (NORTH SIDE) CEDAR - PINE (T. H. 25) 4/23/2010 cracks panel 5 & 6 from corner of Cedar St & 3rd St; 1/4" lip in same spot 2 3RD ST EAST (NORTH SIDE) PINE (T.H. 25) - CEDAR 4/23/2010 2 cracked panels @ Help Crisis Center 3 3RD ST EAST (NORTH SIDE) ½ BLK FROM NEW ST - EAST 4/23/2010 OK 4 3RD ST EAST (SOUTH SIDE) PINE ST - CEDAR ST 4/23/2010 OK 5 3RD ST WEST (NORTH SIDE) WALNUT - PINE (T.H. 25) 4/21/2010 cracked panel between middle driveways; 1/4" lip in same location 6 3RD ST WEST (SOUTH SIDE) MAPLE- MINNESOTA 4/20/2010 cracked panel between townhouses (west side); crack in ped ramp @ SE corner of W 3rd St & Minnesota St; panel in driveway between townhouses & corner house 7 3RD ST WEST (SOUTH SIDE) ELM - VINE 4/20/2010 drwy to Legion - cracked; 2 cracked panels at the residential home 8 3RD ST WEST (SOUTH SIDE) PINE (T.H. 25) - WALNUT 4/21/2010 Snyders -1 cracked panel - 4 panels E of corner of 3rd & Walnut on 3rd; US Bank - 117' of mainline is badly spauled. Needs replacement. 9 3RD ST WEST (SOUTH SIDE) PINEWOOD - ELM 4/20/2010 1 cracked panel 2 panel west of corner of Elm & W 3rd St; 3/8" lip @ 820 W 3rd St; 810 has 1 panel that needs replacement; lots of spauled panels. Legion panels are spauling! Replace panel in front of 810 is cracked and needs repair.(12 panels from driveway). 10 3RD ST WEST (SOUTH SIDE) VINE - MINNESOTA 4/20/2010 1 cracked corner in ped ramp (east side); Add more grout to drwy (east) ½ way down block 11 4TH ST EAST (NORTH SIDE) CEDAR - PINE (T.H. 25) 4/23/2010 cracks in walk @ brick house on corner of 4th & Cedar; crack in driveway sidewalk at 119 S 4th St Grind tripper between 119 & Brick corner house. 12 4TH ST EAST (SOUTH SIDE) PINE (T.H. 25) – CEDAR 4/23/2010 crack 118 4th St. E; crack 124 E 4th St Trim birch tree east of 112. 13 4TH ST WEST (NORTH SIDE) LOCUST - LINN 4/20/2010 OK 14 4TH ST WEST (NORTH SIDE) MINNESOTA - MAPLE 4/20/2010 crack in panel of ped ramp @ Hope E Free Church NW corner of W. 4th St and Maple St; crack 5 panels east of intersection at MN & 4th St. Repair 2" wide X 3" long hole; 1 panel west of steps @ church. Trim church tree limbs in same location 15 4TH ST WEST (NORTH SIDE) LINN - MAPLE ST 4/20/2010 cracked panel (6 panels from Linn St) 16 4TH ST WEST (NORTH SIDE) WALNUT - PINE (T.H. 25) 4/21/2010 curb @ NW corner is broken up Grind lip on West side of drwy into US Bank; Repair gap west of US Bank driveway 17 4TH ST WEST (SOUTH SIDE) LINN- LOCUST 4/20/2010 OK 18 4TH ST WEST (SOUTH SIDE) PINE (HWY 25) - WALNUT 4/21/2010 crack in panel in ped ramp @ Pine & 4th (south side) 19 4TH ST WEST (SOUTH SIDE) WALNUT - LOCUST 4/20/2010 cracked corner on the E side of the 1st entrance into Sunny Fresh; 2 cracked panels - 9 & 10 panels away from 1st entrance into sunny fresh along W 4th St 2010 SIDEWALK INSPECTION REPORT Page 7 SIDEWALK INSPECTIONS SUMMER 2010 ID STREET NAME DIRECTIONAL LOCATION DATE OF MONITOR CONDITION WORK TO BE DONE (TO & FROM) INSPECTION 20 5TH ST WEST (NORTH SIDE) LINN - MAPLE 4/20/2010 OK 21 5TH ST WEST (NORTH SIDE) MAPLE - ½ BLOCK EAST 4/20/2010 OK 22 6TH ST WEST (NORTH SIDE) MINNESOTA - ½ BLOCK WEST 4/20/2010 OK 23 6TH ST WEST (NORTH SIDE) WALNUT - FIRE STATION 4/20/2010 Settled panels all along 1st driveway into Comm. Center (coming from Walnut) walk is good, just big lip between driveway & walk. Grind? 24 6TH ST WEST (NORTH SIDE) WALNUT - LOCUST 4/21/2010 OK 25 6TH ST WEST (NORTH SIDE) WALNUT - PINE 4/21/2010 At intersection of Walnut and 6th - Xcel damaged walk east of hydrant 26 6TH ST WEST (SOUTH SIDE) WALNUT - LOCUST 4/21/2010 panels at library doors. Small cracks at old entrance to library; emergency use only; 1 cracked panel (6 panels w of Library entrance); cracks in ped ramp @ SE corner of Locust & 6th; cracked & busted ped ramp panels at exit from Library. 27 7TH ST EAST (NORTH SIDE) ST BEN‟S DRWY - BIT PATH 4/23/2010 2 cracked panels near ped ramp (West of St Ben‟s drwy) 28 7TH ST EAST (NORTH SIDE) HIGHLAND WAY - ST BENS DRWY 4/23/2010 OK 29 7TH ST EAST (NORTH SIDE) ST BENS DRWY - BIT PATH 4/23/2010 OK 30 7TH ST EAST (NORTH SIDE) CEDAR - PINE (T.H. 25) 4/23/2010 18 panels spauling & cracking at the southeast corner of the cemetery; hole next to electric panel @ NE side (close to Pine St) 31 7TH ST EAST (NORTH SIDE) CSAH 18 - HIGHLAND WAY 4/23/2010 small amount of spauling in front of Target 32 7TH ST WEST (NORTH SIDE) PINE (T.H. 25) – WALNUT 4/23/2010 2 cracked panels in ped ramp W of entrance closed to Hwy 25; lip on ped ramp edge on E side of entrance going into Holiday; 1 cracked panel in ped ramp @ SW corner of Hwy 25 & W 7th St 33 7TH ST WEST (SOUTH SIDE) E. KMART DRIVE – WALNUT 4/20/2010 1 panel with crack, 10 panels east of Cub Foods Entrance. 34 7TH ST WEST (SOUTH SIDE) CENTER KMART DRIVE - LOCUST 4/20/2010 crack/chip by K-Mart 23 panels west of W Kmart Driveway; crack 2 panels east of same driveway; 3/8" lip @ ped ramp heading South on SW corner of Walnut & W 7th St; SE corner of Walnut & 7th St (ped ramp) 2 cracked panels 35 7TH ST WEST(NORTH SIDE) LOCUST - ½ BLOCK WEST 4/21/2010 cracked panels 36 7TH ST WEST(SOUTH SIDE) 3RD DRWY (CUB) - 4TH DRWY (KFC) 4/20/2010 1 cracked panel - 10 panels from cub drwy 37 7TH ST WEST(SOUTH SIDE) 2ND DRWY(KMART) - 3RD DRWY (CUB) 4/20/2010 OK 38 7TH ST WEST(SOUTH SIDE) 1ST DRWY(KMART) - 2ND DRWY(KMART) 4/20/2010 1 cracked panel 2 panels E of 1st drwy 2010 SIDEWALK INSPECTION REPORT Page 8 SIDEWALK INSPECTIONS SUMMER 2010 ID STREET NAME DIRECTIONAL LOCATION DATE OF MONITOR CONDITION WORK TO BE DONE (TO & FROM) INSPECTION 39 7TH ST WEST(SOUTH SIDE) MINNESOTA - 1ST DRIVEWAY (KMART) 4/20/2010 OK 40 82nd ST (NORTH SIDE) GATEWATER- 84TH ST 4/26/2010 OK 41 83RD ST (NORTH & WEST SIDES) 84TH ST - 82ND ST 4/26/2010 OK 42 83RD ST (NORTH SIDE) 84TH ST - EAST END 4/26/2010 OK 43 84TH ST (SOUTH SIDE) GATEWATER DR - 83RD ST 4/26/2010 OK Grind 3/8" - ½" vertical rise between 4th & 5th panels from Gatewater 44 85th ST (NORTH SIDE) GATEWATER DR - CUL- DE-SAC 4/26/2010 4 cracked panels hear hydrant 6289/6297 Prop Line; 1 cracked panel in driveway 6289; 1 cracked panel in driveway 6315; 2 cracked panels in driveway 6305 (Homeowner would like replaced); 1 cracked panel at 6323 45 86th ST (EAST SIDE) INTERSECTION BADGER ST & FENNING AVE 4/26/2010 OK 46 86TH ST (NORTH SIDE) GATEWATER DR - Cul de Sac 4/26/2010 OK 47 86TH ST (NORTH SIDE) GATEWAY CIRCLE - GATEWATER DR 4/26/2010 6367 1 cracked panel in driveway 48 87TH ST (NORTH SIDE) EISELE - CULDESAC 4/26/2010 OK 49 87TH ST (NORTH SIDE) FALLON AVE - West End CUL-DE-SAC 4/26/2010 1 cracked panel in drwy @ 4843; 1 cracked panel in drwy @ 4833; crack 4th panel East of drwy to 4833; crack in 10th panel w of Fallon with deteriorating edges 50 87TH ST (NORTH SIDE) FAIRHILL - EISELE 4/26/2010 OK 51 87TH ST (SOUTH SIDE) EBERSOLE - EDMONSON AVE 4/26/2010 Dirt wash onto walk East of Ebersole, otherwise OK 52 89TH ST (NORTH SIDE) EBERSOLE AVE - TO WEST END 4/26/2010 OK 53 89TH ST (NORTH SIDE) EDMONSON AVE - EBERSOLE AVE 4/26/2010 cracks in 3rd & 4th panels west of D/W to 4479; crack in panel in D/W to 4459; 2 cracked in panels in D/W to 4357 54 89TH ST (SOUTH SIDE) EAKERN CIR - EDMONSON AVE 4/26/2010 OK 55 89TH ST (SOUTH SIDE) EBERSOLE AVE - EAKERN CIRCLE 4/26/2010 4288 2 cracked panels north of drwy 56 89TH ST (SOUTH SIDE) EAKERN CIR - EAKERN CIR 4/26/2010 chunk out of edge of panel at 4360; 3 settled panels at back lot line of 4457 Eakern 57 89TH ST (SOUTH SIDE) EBERSOLE AVE - TO WEST END 4/26/2010 OK 58 91st ST GINGHAM CT - HAUG AVE 4/23/2010 2 panel in drwy at 9089 91 St; cracked corner North of 9149 D/W; cracked & spauling panel at 9141/9145 prop line; 1 chipped panel in drwy at 6922 91 St 2010 SIDEWALK INSPECTION REPORT Page 9 SIDEWALK INSPECTIONS SUMMER 2010 ID STREET NAME DIRECTIONAL LOCATION DATE OF MONITOR CONDITION WORK TO BE DONE (TO & FROM) INSPECTION 59 92ND ST (SOUTH SIDE) GOODRICH LANE & GOLDEN POND LN 4/23/2010 1 cracked panel and slight vertical rise in drwy @ 6938; 2 cracked and 1 chipped corner @ 6926; 4 cracked panels 60 93RD ST GOLDEN POND LN - GOODRICH DR 4/23/2010 1 cracked panel @ 9298 Goodrich Dr; crack in 8th panel East of 6927 93rd St. 61 94TH ST GILLARD AVE - GOLDEN POND LANE 4/23/2010 1 cracked panel @ 6738 94th St; 1 cracked panel @ 6748 94th St; 1 cracked panel @ 6818 94th St; slight veritcal rise i@ 6850 94th St 62 BADGER ST (NORTH SIDE) BAKKEN ST - ELK AVE 4/26/2010 1 panel in ped ramp @ Deer & Badger St 63 BADGER ST (NORTH SIDE) DEER AVE - 86TH ST 4/26/2010 hairline crack in ped ramp at Deer St 64 BADGER ST (NORTH SIDE) ELK AVE - DEER AVE 4/26/2010 hairline crack in D/W at 5881 65 BAKKEN (SOUTH SIDE) GARVEY CT - GATEWATER DR 4/26/2010 gouge out of back side of 3rd panel West of Gatewater 66 BAKKEN (SOUTH SIDE) WEST END - GARVEY CT 4/26/2010 OK 67 BAKKEN ST (SOUTH SIDE) GATEWATER DR - GATEWAY CIRCLE 4/26/2010 crack in ped ramp @ Gatewater; Dirt on sidewalk 68 BAKKEN STREET (NORTH SIDE) DEER ST - BEAR ST 4/26/2010 1 cracked panel in driveway walk at 6081 Bakken; 2 cracked panels on west side of 6095 Bakken D/W 69 BAKKEN STREET (NORTH SIDE) PLAT LINE - GARVEY CT 4/26/2010 OK 70 BAKKEN STREET (NORTH SIDE) TROY MARQUETTE DR - DEER ST 4/26/2010 OK 71 BAKKEN STREET (NORTH SIDE) TROY MARQUETTE DR - PLAT LINE 4/26/2010 1 cracked panel at 6217 Bakken St crack fill?! (service settlement)16 panels from corner of Bakken St and Troy Marquette Dr 72 BAKKEN STREET (WEST SIDE) BEAR ST - BADGER ST 4/26/2010 2 cracked panels in D/W to 6037; crack behind Hydrant at Badger (some spauling) 73 BISON AVE (NORTH SIDE) 86TH ST - END 4/26/2010 OK 74 BRENTWOOD DR (SOUTH SIDE) INNSBROOK DR - PRESCOTT DR 4/26/2010 1/4" rise at 3594/3608 prop line; corner chipped out at 3690 75 BROADWAY EAST (NORTH SIDE) HOSPITAL - WASHINGTON 4/28/2010 OK 76 BROADWAY EAST (NORTH SIDE) WRIGHT - NEW 4/23/2010 2 panels have cracks in their new sidewalk 419 E. Broadway; 1 panel (3 panels E of New) 401 E. Broadway 77 BROADWAY EAST (NORTH SIDE) WASHINGTON - HENNEPIN 4/23/2010 707 2 sunken panels - rough spot; 1 cracked panel (17 panels west of washington) 78 BROADWAY EAST (NORTH SIDE) RAMSEY - WRIGHT 4/23/2010 crack in ped ramp @ NW corner of Ramsey & Broadway; 1 crack in sidewalk (in their driveway they didn‟t make cuts for sidewalk) 537 E. Broadway 79 BROADWAY EAST (NORTH SIDE) RAMSEY - HENNEPIN 4/23/2010 OK 2010 SIDEWALK INSPECTION REPORT Page 10 SIDEWALK INSPECTIONS SUMMER 2010 ID STREET NAME DIRECTIONAL LOCATION DATE OF MONITOR CONDITION WORK TO BE DONE (TO & FROM) INSPECTION 80 BROADWAY EAST (NORTH SIDE) PALM - NEW 4/23/2010 1 crack in driveway sidewalk panel and 2 other panels have cracks on their mainline sidewalk 319 E. Broadway; 313 E Broadway Monitor 8 and ½ spauled panels 81 BROADWAY EAST (NORTH SIDE) CEDAR - PALM 4/23/2010 2 panels have small cracks 261 E. Broadway; 1 crack in ped ramp NE corner of Ramsey & Bdwy; grind ped ramp on West side of Palm 82 BROADWAY EAST (NORTH SIDE) CEDAR - PINE (T.H. 25) 4/23/2010 Fill spauled chunk to E of drwy into old WF Center, crack fill; crack E of driveway (2 businesses w of Cedar St); cracks in aggregate (SW corner of Cedar & Broadway) w of ped ramp 83 BROADWAY EAST (SOUTH SIDE) WASHINGTON - HENNEPIN 4/23/2010 OK 84 BROADWAY EAST (SOUTH SIDE) HENNEPIN - RAMSEY 4/23/2010 1/4" lip @ 618 E Broadway (1 panel); 1/4" lip @ 618 E Broadway (1 panel); cracked side panel in ped ramp; 1 cracked panel @ 606 E Broadway 85 BROADWAY EAST (SOUTH SIDE) WRIGHT - NEW 4/23/2010 3/8" lip btwn new panels & old in front of 424 E. Broadway; 1 cracked panel at 426 E. Broadway; 1/4" lip at 454 E. Broadway (6th panel W of Wright St); 1 cracked @ 201 New St (along the Broadway side) 86 BROADWAY EAST (SOUTH SIDE) WASHINGTON - TO EAST 4/23/2010 2 panels around MH in walk at MMS, badly cracked.(private) 2 panels with ½" lip near MH. (private) 87 BROADWAY EAST (SOUTH SIDE) PINE (T.H. 25) - CEDAR 4/23/2010 crack - panels 4 & 5 east of Hwy 25; crack by light pole in this same location; 200 E Broadway - lip in walk; 106 E Broadway SE Corner – spauled - Bdwy side, also ped ramp 88 BROADWAY EAST (SOUTH SIDE) NEW - PALM 4/23/2010 crack in ped ramp @ SW corner of Palm & Broadway; crack in mainline - 4 panels from SW corner of Palm (going west); 1 cracked panel - 17 panels from Palm; Grind ped ramp West corner of New St. 89 BROADWAY EAST (SOUTH SIDE) PALM - CEDAR 4/23/2010 2 cracked panel @ Peterson Grismo Chapel, 5th & 17th panels West from Palm 90 BROADWAY EAST (SOUTH SIDE) RAMSEY - WRIGHT 4/23/2010 1 cracked panel, 14th panel west of Ramsey St. 548 E. Broadway; 1 cracked panel, 10th panel along S. Broadway side (204 Wright St); 1" gap btwn 2 spauled panels @ 512 E Broadway; 1 cracked panel @ 524 E Bdwy 91 BROADWAY WEST (NORTH SIDE) MAPLE - MINNESOTA 4/20/2010 ped ramp @ NE corner of MN & W Broadway; two panels east of Minnesota St., broken corner; holes in front of 549 W. Broadway; cracked panels in front of 549 W. Broadway; 1/4" lip 13 panels from ped ramp (203 MN St) Broadway side Repair cracked panels at 549 W Broadway 92 BROADWAY WEST (NORTH SIDE) WALNUT - PINE (T.H. 25) 4/21/2010 cracked panel btwn 107 & 113 N Broadway; crack & slight lip w of door at 113 N Broadway (3"x6" chunk out); cracked panel (near 2nd tree) about 6 panels E of Walnut St. 155 E Broadway; 1/4" lip (just east of cracked panel) 155 E Broadway 2010 SIDEWALK INSPECTION REPORT Page 11 SIDEWALK INSPECTIONS SUMMER 2010 ID STREET NAME DIRECTIONAL LOCATION DATE OF MONITOR CONDITION WORK TO BE DONE (TO & FROM) INSPECTION 93 BROADWAY WEST (NORTH SIDE) WALNUT - LOCUST 4/21/2010 OK 94 BROADWAY WEST (NORTH SIDE) MINNESOTA - VINE 4/20/2010 OK 95 BROADWAY WEST (NORTH SIDE) LOCUST – LINN 4/21/2010 crack & lip at telephone pole near P.O. parking lot; cracks E of entrance to Assist to Sell; cracked panel @ 354 W Broadway; 324 W Broadway 3/8" lip & cracked driveway panels; Large cracks 96 BROADWAY WEST (NORTH SIDE) LINN - MAPLE 4/21/2010 spauled walk by Trinity Lutheran; 10 cracked panels 97 BROADWAY WEST (NORTH SIDE) ELM - CHESTNUT 4/20/2010 cracked ped ramp 98 BROADWAY WEST (NORTH SIDE) VINE - ELM 4/20/2010 OK 99 BROADWAY WEST (SOUTH SIDE) MAPLE – LINN 4/20/2010 1/4" lip @ 413 W Broadway Crack fill joints at Kwik Stop 100 BROADWAY WEST (SOUTH SIDE) PINE (T.H. 25) - WALNUT 4/20/2010 1/4" lip @ 150 W Broadway (1 panel E of tree) 101 BROADWAY WEST (SOUTH SIDE) VINE - MINNESOTA 4/20/2010 636 W. Broadway two settled panels 102 BROADWAY WEST (SOUTH SIDE) MINNESOTA - MAPLE 4/20/2010 cracked panel west of 530 W. Broadway; 1 cracked panel at 501 W Broadway 530 W Broadway - grout 3"X3" hole, 3 panels west of drwy 103 BROADWAY WEST (SOUTH SIDE) LINN – LOCUST 4/20/2010 OK 104 BROADWAY WEST (SOUTH SIDE) ELM - VINE 4/20/2010 726 W. Broadway 1/4" lip east of house at new walk; 718 W. Broadway spauling by driveway 105 BROADWAY WEST (SOUTH SIDE) CHESTNUT - PINEWOOD BIKE PATH 4/20/2010 OK 106 BROADWAY WEST (SOUTH SIDE) ELM - CHESTNUT 4/20/2010 repair a 3"X4" small concrete chunk at 806 W Broadway 107 BROADWAY WEST (SOUTH SIDE) LOCUST - WALNUT 4/20/2010 1 cracked panel @ 214 W Broadway 108 CEDAR ST (WEST SIDE) SCHOOL BLVD - ½ BLOCK NORTH 4/26/2010 Take pict of curb @ N entrance to Tire place; cracks in ped ramp @ same loc; crack in ped ramp at drwy to Shell Gas Station; crack (1/8" or less) in ped ramp at School Blvd; ½" - 3/4" gap in joint 109 CEDAR ST (EAST SIDE 3RD - 4TH 4/23/2010 1/4" lip along the west side of Cedar St. 1 panel N of driveway (SE corner of block- brick house on corner) 110 CEDAR ST (EAST SIDE) 4TH - RR TRACKS 4/23/2010 OK 111 CEDAR ST (EAST SIDE) 6TH - 7TH 4/23/2010 OK 112 CEDAR ST (EAST SIDE) RR TRACKS - 6TH 4/23/2010 1 cracked panel - 24 panels s of N approach in front of Photo One/Sunlife Express 113 CEDAR ST (EAST SIDE) SCHOOL BLVD - SOUTH 4/26/2010 crack in ped ramp @ 1st driveway into Walmart 114 CEDAR ST (EAST SIDE) BROADWAY E. - 3RD 4/23/2010 1 panel with a 1/4" lip, to the west of the SW corner of Cedar St & E. 3rd St. (ped ramp); take picture of curb into drwy between well house & apts Crack fill the following panels - 6, 7, 9, 12, 16, 17, 18, 19, 22nd from Broadway. Small chunks out of walk. Spauling 115 CEDAR ST (WEST SIDE) SCHOOL BLVD - SOUTH 4/26/2010 crack in ped ramp at School Blvd 2010 SIDEWALK INSPECTION REPORT Page 12 SIDEWALK INSPECTIONS SUMMER 2010 ID STREET NAME DIRECTIONAL LOCATION DATE OF MONITOR CONDITION WORK TO BE DONE (TO & FROM) INSPECTION 116 CEDAR ST (WEST SIDE) Chelsea Rd.. - Dundas Rd. 4/26/2010 crack in South ped ramp to Checker Auto; crack in North ped ramp by Dunn Bro Coffee 117 CEDAR ST (WEST SIDE) OAKWOOD DR - CHELSEA RD 4/26/2010 crack in ped ramp (1st drwy to North); 1 cracked panel (8th & 9th panels from 2nd drwy from Chelsea); crack in ped ramp (1st drwy to South); crack in both ped ramps at Holiday D/W; 6 cracked panels at Loch Jewelers 118 CHELSEA RD (NORTH SIDE) CEDAR ST - HWY 25 4/28/2010 crack in 13th panel from Hwy 25; Grind & monitor crack in ped ramp at Bit path on Hwy 25; REPLACE Gas Co panel replacement at Dairy Queen it is crumbling 119 CHELSEA RD (SOUTH SIDE) SANDBERG RD - HWY 25 4/26/2010 3 cracked panels - 11 panels from Sandberg Rd (East); 1 cracked panel by General Rental 120 COMMUNITY CENTER (WEST SIDE) BTWN 6TH - SENIOR CENTER DOOR 4/28/2010 OK grind 1" lip in fenced in area, near council chamber doors. 121 COUNTRY AVE (WEST SIDE) FIELDCREST CIR - FIELDCREST CT 4/26/2010 OK 122 COUNTRY AVE (WEST SIDE) FIELDCREST CIR - PLAT LINE 4/26/2010 OK 1/4" - 3/8" vertical rise south of D/W to 9081 – GRIND; patch hole is same location 123 COUNTRY AVE (WEST SIDE) SCHOOL BLVD - FIELDCREST CIR 4/26/2010 1 crack in ped ramp @ corner of Country Ave & School Blvd. 124 DEEGAN (EAST SIDE) SCHOOL BLVD - SOUTH END 4/26/2010 OK 125 DEEGAN AVE (EAST SIDE) SCHOOL BLVD - PARK PLACE DR 4/26/2010 2 cracks next to ped ramp at intersection of School Blvd & Deegan Ave (Arby‟s); 2 cracked panels (9th & 10th from Bank‟s south D/W) 126 DEEGAN AVE (WEST SIDE) ENTRANCE - PIZZA PLACE - South End 4/26/2010 OK 127 DEEGAN AVE (West Side) SCHOOL BLVD - PARK PLACE DR 4/26/2010 OK 128 DEER ST ( SOUTH SIDE) ELK AVE - 21 PANELS INCLUDES PED RAMP 4/26/2010 OK 129 Dundas Rd (North Side) HWY 25 - CEDAR ST 4/26/2010 OK 130 EAKERN AVE (East Side) 87TH - SOUTH 4/26/2010 OK 131 EAKERN CIRC NE 89TH ST NE - 89TH ST NE 4/26/2010 2 cracked panels in 4365 Eakern Circle NE driveway sidewalk; 3 hairline cracks across from 4428 132 EBERSOLE AVE (West Side 89TH - 87TH 4/26/2010 OK 133 EBERSOLE AVE (West Side) 87TH - SOUTH END 4/26/2010 OK 134 EISELE AVE (EAST SIDE) 85TH ST - 87TH ST 4/26/2010 1/4" crack with movement on wing of ped ramp on North side of Fairhill; 135 ELK AVE (EAST SIDE) BADGER ST - DEER ST 4/26/2010 West of drwy @ 8608 chunk out of sidewalk.; 3 cracked panels in drwy at 8592 136 ELM ST (WEST SIDE) GOLF COURSE ROAD - 4TH ST 4/20/2010 OK 137 ELM ST (WEST SIDE) 3RD - BROADWAY WEST 4/20/2010 OK 138 ELM ST (WEST SIDE) 4TH ST - 3RD ST 4/20/2010 3 spauled panels 2010 SIDEWALK INSPECTION REPORT Page 13 SIDEWALK INSPECTIONS SUMMER 2010 ID STREET NAME DIRECTIONAL LOCATION DATE OF MONITOR CONDITION WORK TO BE DONE (TO & FROM) INSPECTION 139 FAIRHILL AVE (EAST SIDE) 87TH ST - EISELE AVE 4/26/2010 OK 140 FARMSTEAD AVE (EAST SIDE) PARK DR - FALLON. AVE. 4/26/2010 cracks in 9th & 23rd panels East of Park Drive; crack in ped ramp at Fallon 141 FARMSTEAD AVE (EAST SIDE) SCHOOL BLVD - PEBBLEBROOK DR 4/26/2010 crack in ped ramp pathway 142 FARMSTEAD AVE (EAST SIDE) PARK DR - PARK DR 4/26/2010 Crack in panel behind Hydrant at 8849 (starting to flake out); 1 cracked panel south of drwy @ 8874 Farmstead Ave; 1 cracked panel in drwy sidewalk @ 8886 Farmstead Av Crack fill 1 cracked panel at 8922 Farmstead Ave 143 FARMSTEAD AVE (EAST SIDE) DIAMOND DR. - PARK DR 4/26/2010 OK 144 FARMSTEAD AVE (EAST SIDE) PEBBLEBROOK DR - DIAMOND DR. 4/26/2010 1 cracked panel in ped ramp between 9144 & 9128 Farmstead Ave Hydrant Valve at 9166 should be lowered; Hydrant Valve at 9106 should be lowered 145 FARMSTEAD DR EAGLE RIDGE LN – Pathway 4/26/2010 both ped ramps leading into Eagle Ridge Ln, both have a cracked panel; 146 FARMSTEAD DR GOLDEN EAGLE LN - EAGLE RIDGE LN 4/26/2010 crack in ped ramp on West side; Monitor 140 - 160 feet from Eagle Ridge Ln. lots of cracked panels approx. 20 feet of mainline Gate valve should be lowered ½" 147 GATEWATER DR (EAST SIDE) CSAH 18 - BAKKEN ST 4/26/2010 OK 148 GATEWATER DR (EAST SIDE) BAKKEN ST - 86th St 4/26/2010 1 cracked panel (1/8" or less) at 8579; 1 cracked panel (1/8" or less) at 8586 149 GATEWATER DR (EAST SIDE) 86TH ST NE - 85TH ST NE 4/26/2010 OK 150 GATEWATER DR (EAST SIDE) 85TH ST NE - 84TH ST NE 4/26/2010 1 cracked panel in drwy at 6383 - 151 GATEWATER DR (EAST SIDE) 84TH ST - 82ND ST 4/26/2010 crack in D/W to 8366 152 GATEWAY CIRC (EAST SIDE) 86TH ST NE - CUL DE SAC 4/26/2010 crack in ped ramp at Bakken; Dirt washed onto sidewalk at 86th St. 153 GIFFORT CT GILLARD - CULDESAC 4/23/2010 slight veritcal rise in ped ramp at Gillard; cracks in 1st,13th & 14th panels form South end 154 GILLARD AVE NE (WEST SIDE) 95TH ST - 94TH ST 4/23/2010 OK 155 GINGHAM CT GOODRICH DR - END 4/23/2010 2 cracked panels west of 6852 D/W; cracked panel in 6846 D/W; cracked panel west of 6822 D/W; cracked panel in 6798 D/W 156 GOLDEN POND LN (OUTER SIDE) AROUND LOOP 4/23/2010 panels 11 & 12 from corner cracked 157 GOLDEN POND LN (S & W SIDES) GOODRICH DR & 93RD ST 4/23/2010 2 cracked panels @ 9341 Golden Pond Lane; crack in ped ramp at Goodrich 158 GOLDEN POND LN (WEST SIDE) 93RD ST & 92ND ST 4/23/2010 OK 159 GOODRICH DR GOLDEN POND LN - 93RD ST 4/23/2010 OK 160 GOODRICH DR 92ND ST - GINGHAM COURT 4/23/2010 cracked (3/” - ½") panel across from 9188 Goodrich; 2 cracked panels across from 9184 Goodrich; cracked panel across from 9172 Goodrich Grind vertical rise 19 panels South of 9225 D/W 161 GOODRICH DR 93RD ST - 92ND ST 4/23/2010 3" X 5" chunk out of corner of panel by D/W to 9255 Goodrich 162 HART BLVD (SOUTH SIDE) C.R. 39 EAST - O'RYAN RD 4/23/2010 1 cracked panel @ Hart & CSAH 39 (1st panel); 1 cracked panel on ped ramp to the NW @ entrance into gas station also a chip out of side panel curb 2010 SIDEWALK INSPECTION REPORT Page 14 SIDEWALK INSPECTIONS SUMMER 2010 ID STREET NAME DIRECTIONAL LOCATION DATE OF MONITOR CONDITION WORK TO BE DONE (TO & FROM) INSPECTION 163 HART BLVD (SOUTH SIDE) O'RYAN RD - MILL RUN RD 4/23/2010 2 cracked panels (12 & 14 panels East of drwy @ 9749 Hart Blvd) right across the street from Mill Run Road; 1 cracked panel (14 panels East of drwy @ 9749 Hart Blvd) right across the street from Mill Run Road; 164 HART BLVD (SOUTH & WEST SIDE) MILL RUN RD - BROADWAY 4/23/2010 1 cracked panel in drwy @ backside of AST sports 165 HAYWARD CT (WEST SIDE) PARK PLACE DR - REDFORD LN 4/26/2010 exposed aggregate on 2 panels at 3737 Hayward; 3 gouged and 1 cracked panels at 3783 166 HIGHLAND WAY (WEST SIDE) BROADWAY - E 7TH ST 4/23/2010 cracked corner on ped ramp (@ backside of Home Depot road (N side) 167 HIGHLAND WAY(WEST SIDE) BROADWAY - E 7TH ST 4/23/2010 OK 168 INNSBROOK DR (SOUTH SIDE) CHELSEA RD - PARK PLACE DR 4/26/2010 169 INNSBROOK DR (SOUTH SIDE) PARK PLACE DR - SAVANNAH AVE 4/26/2010 slight vertical rise (1/4 “ or less) at 10000/10006 prop line; crack in curb @ NE ped ramp @ corner of Innsbrook & Savannah 170 LOCUST ST W 7TH ST - W 6TH ST 4/21/2010 171 LOCUST ST (EAST SIDE) 6TH - NORTH SIDE OF COMMUNITY CENTER 4/21/2010 OK 172 LOCUST ST (EAST SIDE) BROADWAY TO ½ SOUTH 4/20/2010 OK 173 LOCUST ST (EAST SIDE) BROADWAY WEST - MID BLOCK 4/21/2010 crack fifteen panels north of Broadway; cracked panel & 1/4" lip just South of driveway into apts; 2 cracked panels between two driveways 174 LOCUST ST (WEST SIDE) MID BLOCK NORTH OF BROADWAY W 4/21/2010 crack fifteen panels north of Broadway; lots of cracked panels 175 LOCUST ST (WEST SIDE) W 7TH ST - W 6TH ST 4/21/2010 176 MAPLE ST (EAST SIDE) RR TRACKS - 5th ST WEST 4/20/2010 OK 177 MAPLE ST (WEST SIDE) RR TRACKS - 6TH 4/20/2010 OK 178 MAPLE ST (WEST SIDE) BROADWAY WEST - 3RD 4/20/2010 OK 179 MAPLE ST (WEST SIDE) 3RD - 4TH 4/20/2010 1/4" lip south of first driveway south of 3rd Street; Grind ped ramp SW corner of 3rd & Maple 180 MAPLE ST (WEST SIDE) 4TH - RR TRACKS 4/20/2010 OK 181 MEADOW OAK AVE (NORTH SIDE) FENNING AVE - CSAH 75 (NEAR FREEWAY FIELDS) 4/26/2010 1 cracked panel 15 panels from RR tracks; 1 cracked panel in ped ramp @ 1st entrance into park, across from 2362) W side; cracks 3rd & 4th panels W of park lot D/W; crack 11th panel w of first Hydrant w of park; crack in panel on W ½ of S curve Get a shorter GV box cover on service to park 182 MINNESOTA (WEST SIDE) 6TH - 5TH 4/20/2010 OK 183 MINNESOTA ST (EAST SIDE) 6TH - 7TH 4/20/2010 1 cracked panel in front of 524 W 6th St (MN side) 184 NEW ST (EAST SIDE) E 3RD ST - ½ BLK NORTH ON NEW ST 4/23/2010 OK 185 OAKWOOD DR (SOUTH SIDE) HWY 25 - CEDAR ST 4/26/2010 2 cracks in ped ramp at East side of Holiday D/W; 5 spauled panels at CB 2010 SIDEWALK INSPECTION REPORT Page 15 SIDEWALK INSPECTIONS SUMMER 2010 ID STREET NAME DIRECTIONAL LOCATION DATE OF MONITOR CONDITION WORK TO BE DONE (TO & FROM) INSPECTION 186 OAKWOOD DR (SOUTH SIDE) CEDAR ST - END IN CUL- DE-SAC 4/26/2010 crack in 12th panel from Cedar; spider web cracking in 5th panel from Best Western east D/W 187 Otter Creek Rd (East Side) CSAH 75 - SANDY LANE 4/23/2010 crack in 9th panel from CSAH 75 188 Otter Creek Rd (East Side) SANDY LANE - RIVER ST 4/23/2010 crack in ped ramp at River St 189 PARK PLACE DR (EAST SIDE) HAYWARD CT - BIT PATH 4/26/2010 hairline crack in ped ramp at path; 3 cracked panels at 9644 Park Place (will need replacement in the future) 190 PARK PLACE DR (WEST SIDE INNSBROOK DR - SAVANNAH AVE 4/26/2010 OK 191 PARK PLACE DR (WEST SIDE) PRESCOTT DR - SOMERSET LN 4/26/2010 OK 192 PARK PLACE DR (WEST SIDE) WINDEMERE CT - SUMMIT CT 4/26/2010 OK 193 PARK PLACE DR (WEST SIDE) SAVANNAH AVE - WINDEMERE CT 4/26/2010 OK 194 PARK PLACE DR (West Side) HAYWARD CT - SUMMIT CT 4/26/2010 2 cracked panels at 9683 Park Place; hairline crack 21 panels from Summit 195 PARK PLACE DR (WEST SIDE) 90th St. - PRESCOTT DR 4/26/2010 OK 196 PARK PLACE DR (WEST SIDE) SOMERSET LN - INNSBROOK DR 4/26/2010 OK 197 PINE ST (T.H. 25) EAST SIDE RR TRACKS - 4TH 4/23/2010 cracked panels 3,8,9,10,11 panels S from E 4th & Pine St 198 PINE ST (T.H. 25) EAST SIDE OAKWOOD DRIVE - I-94 BRIDGE 4/28/2010 OK 199 PINE ST (T.H. 25) EAST SIDE 6TH - RR TRACKS 4/23/2010 OK 200 PINE ST (T.H. 25) EAST SIDE I-94 BRIDGE - 7TH 4/28/2010 ped ramp at the ne quadrant of 25 and 7th (1/4" lip) 201 PINE ST (T.H. 25) EAST SIDE 4TH - 3RD 4/23/2010 OK 202 PINE ST (T.H. 25) EAST SIDE 3RD - BROADWAY 4/23/2010 206 Pine St - fill 2 gaps; cracks in drwy to alley; Take pic of curb in front of Wright Custom Home Electric (NE corner of 25 *& 3rd) 203 PINE ST (T.H. 25) EAST SIDE 7TH - 6TH 4/23/2010 Ped ramp at the ne quadrant of 25 & 7th (1/4" lip) 204 PINE ST (T.H. 25) EAST SIDE BROADWAY - RIVER 4/23/2010 OK 205 PINE ST (T.H. 25) WEST SIDE BROADWAY - 3RD 4/20/2010 cracks in front of the alley between Flicker‟s and Primerica; small void near CB (near alley) 206 PINE ST (T.H. 25) WEST SIDE RIVER BRIDGE - RIVER STREET 4/28/2010 ped ramp sunken cracked corner 207 PINE ST (T.H. 25) WEST SIDE I-94 BRIDGE - OAKWOOD DRIVE 4/28/2010 OK 208 PINE ST (T.H. 25) WEST SIDE 7TH - I-94 BRIDGE 4/28/2010 1 cracked panel approx. 20 panels N of I-94 lights; 1 cracked panel approx. 25 panels S of 7th St; panel with 3/8" lip @ electrical hatch 9th panel South from 7th St; cracked panels in same location; island at KFC entrance is cracked and needs repair. 209 PINE ST (T.H. 25) WEST SIDE 6TH - 7TH 4/20/2010 crack in ped ramp at SW corner of Hwy 25 & 7th St. 2010 SIDEWALK INSPECTION REPORT Page 16 SIDEWALK INSPECTIONS SUMMER 2010 ID STREET NAME DIRECTIONAL LOCATION DATE OF MONITOR CONDITION WORK TO BE DONE (TO & FROM) INSPECTION 210 PINE ST (T.H. 25) WEST SIDE 5TH - 6TH 4/20/2010 211 PINE ST (T.H. 25) WEST SIDE 4 - 5TH 4/20/2010 cracked panel North of RR tracks; Take picture of cracked curb @ SW corner of 25 & 4th St W 212 PINE ST (T.H. 25) WEST SIDE 3RD - 4TH 4/20/2010 cracked ped ramp NW corner of 25 & 4th St W; 1 cracked panel next to ped ramp (3rd & 25) 213 PINE ST (T.H. 25) WEST SIDE RIVER - BROADWAY 4/21/2010 NW corner of 25/75, electric box is a tripper & big crack; spauled crack in same location; wires hanging out of light pole (at btm); SW corner of 25 & River 3/8" lip in ped ramp; Cracked corner near n side drwy alley, electric box (S side) at location 214 PINEWOOD SCHOOL PROPERTY 3RD - BROADWAY 4/20/2010 cracks. Private. 215 PRAIRIE PINE CT (EAST & S SIDE) CTY RD 75 - CUL-DE-SAC 4/21/2010 OK NEW 216 PRAIRIE RD (SOUTH SIDE) NICHOLAS CIRCLE - CUL DE SAC 4/21/2010 OK 217 PRAIRIE RD (SOUTH SIDE) NICHOLAS CIRCLE TO EAST END 4/21/2010 OK 218 PRESCOTT DR (EAST SIDE) BRENTWOOD DR - END 4/26/2010 OK 219 PRESCOTT DR (EAST SIDE) PARK PLACE DR - BRENTWOOD DR 4/26/2010 OK 220 REDFORD LN PLAT LINE - SCHOOL BLVD 4/26/2010 OK 221 REDFORD LN HAYWARD CT - PLAT LINE 4/26/2010 2 cracked (1/8" or less) panels at 3529 Redford; cracked (1/8" or less) panel at 3647 Redford 222 RIVER ST W (EAST & NORTH SIDES) OTTER CREEK RD - KENNETH LANE 4/23/2010 pop outs, considerable number from CSAH 75 to w end of Cemetery; crack in ped ramp w side of trailer park d/w; chunk out of edge of walk at power pole anchor across from 1218 W. River St. 223 RIVER ST E. (NORTH SIDE) RAMSEY - WRIGHT 4/23/2010 OK 224 River St. W (South & East Sides) PARKING LOT - WEST END 4/23/2010 OK 225 RIVER ST W (SOUTH SIDE) MATTHEW CIRCLE - NO NAME STREET 4/23/2010 crack in 10th panel from „No Name St.‟; vertical rise at 1602 W. River; crack in 13th panel from Matthew Cir. 226 RIVER ST W (SOUTH SIDE) NO NAME STREET - 1702 WEST RIVER ST 4/23/2010 2 cracked panels on curve where sidewalk is tight to curb 227 RIVER ST W (SOUTH SIDE) KENNETH LANE - CRAIG LANE 4/23/2010 light spauling at ped ramp at Craig Lane 228 RIVER ST W (SOUTH SIDE) CRAIG LANE - MATTHEW CIRCLE 4/23/2010 longitudinal crack in d/w to 1512 W. River St 229 RIVER ST W (WEST SIDE PED RAMP) @ COUNTY PATHWAY 4/23/2010 OK 230 RIVER ST W (SOUTH SIDE) 1702 WEST RIVER ST - PARKING LOT 4/23/2010 crack in panel by power pole (East end of park); crack in ped ramp at parking lot 231 SAVANNAH AVE (NORTH SIDE) INNSBROOK DR - PARK PLACE DR 4/26/2010 1/4" lip in ped ramp in front of 9893 Park Place Dr; cracked panels with some flaking at 3851 Savannah 2010 SIDEWALK INSPECTION REPORT Page 17 SIDEWALK INSPECTIONS SUMMER 2010 ID STREET NAME DIRECTIONAL LOCATION DATE OF MONITOR CONDITION WORK TO BE DONE (TO & FROM) INSPECTION 232 SAVANNAH AVE (NORTH SIDE) PRESCOTT DR - WESTON DR 4/26/2010 OK 233 SAVANNAH AVE (NORTH SIDE) WESTON DR - INNSBROOK DR 4/26/2010 crack in ped ramp at Weston 234 SCHOOL BLVD (SOUTH SIDE) HWY 25 - CEDAR 4/26/2010 hairline longitudinal cracking in 23rd - 31st panels from Hwy 25; hairline cracking on 3rd & 4th panels East of turn lane sign; cracked panel 4 panels west of ped ramp at Cedar 235 SCHOOL BLVD (SOUTH SIDE) DEEGAN - HWY 25 4/26/2010 2 cracked colored panels close to light 236 SCHOOL BLVD (SOUTH SIDE) CEDAR - QUAD DEVELOPMENT 4/26/2010 crack in all ped ramps @ driveway (South side) into Walmart; centerline longitudinal cracking in 3 panels by 1st right turn sign E of Cedar 237 SOMERSET LN (EAST SIDE) BRENTWOOD DR - PARK PLACE DR 4/26/2010 2 cracked panels south of drwy @ 10028 Somerset Ln 238 SPIRIT HILLS RD CSAH 18 - MT CURVE BLVD 4/26/2010 OK 239 SPIRIT HILLS RD MT CURVE BLVD - FENNING AVE 4/26/2010 240 SPIRIT HILLS RD MT CURVE BLVD - OVERLOOK LN 4/26/2010 crack in curb at ped ramp at Mount Curve Blvd; (No Ped ramp @ Overlook - MOVE LIGHT AND INSTALL PED RAMP) part of project? Trim cottonwood tree along edge of walk 241 TROY MARQUETTE DR (WEST SIDE) WILDWOOD WAY - BAKKEN ST 4/26/2010 2 cracked panels at 6393 Wildwood Way. Panels 28& 29 S from Wildwood Way.fix; 2nd panel S of D/W to 8437; 2 cracked panels in D/W to 8473 and in 5th panel North of D/W 242 WALNUT ST (EAST SIDE) RIVER - BROADWAY 4/21/2010 N. of Jade Patrick, near telephone pole, tripper btwn walk & curb-1 1/4" gap in crack along W side of Walnut, 6 panels from NW corner of Broadway & Walnut. 243 WALNUT ST (EAST SIDE) RIVER ST - FRONT ST 4/21/2010 1 cracked panel where walk starts to curve 244 WALNUT ST (EAST SIDE) BROADWAY WEST - 3RD 4/21/2010 crack in ped ramp NE Corner 3rd & Walnut 245 WALNUT ST (EAST SIDE) BROADWAY W. - COMMUTER LOT 4/21/2010 crack at the southwest corner of the vacated building north of carpet shop; hole in 1' strip of concrete at Monticello Carpet. O.K. 246 WALNUT ST (EAST SIDE) 6TH - RR TRACKS 4/21/2010 Ramp on ped ramp @ 5th & Walnut (across from Comm Center) 247 WALNUT ST (EAST SIDE) 6TH - 7TH 4/20/2010 crack in ped ramp; just N of Holiday exit; ped ramp @ NE corner of 7th & Walnut. 248 WALNUT ST (EAST SIDE) 5th & 6th 4/21/2010 -Chunk out of driveway into trash garage (across from Comm Center drwy) also chunk missing near ped ramp; whole driveway has 1 small crack though center OK 249 WALNUT ST (EAST SIDE) 3RD - 4TH 4/21/2010 cracked & spauled panels @ Snyder‟s; 9th panel south of ped ramp at 3rd St. cracked corner; 3 cracked panels - 8 panels s S. of Snyder‟s entrance on Walnut St; cracked panel near tree near 4th St. OK 250 WALNUT ST (EAST SIDE) TRACKS - 4TH 4/21/2010 1 cracked panel in ped ramp 251 WALNUT ST (EAST SIDE) BROADWAY - RIVER 4/21/2010 chunk missing. Grind next to corner of bldg 1" lip. 2010 SIDEWALK INSPECTION REPORT Page 18 SIDEWALK INSPECTIONS SUMMER 2010 ID STREET NAME DIRECTIONAL LOCATION DATE OF MONITOR CONDITION WORK TO BE DONE (TO & FROM) INSPECTION 252 WALNUT ST (WEST SIDE) 4TH - RR TRACKS 4/20/2010 lip between mainline walk & brick pavers (near three apple trees); lip between pavers & curb in same spot (sunny fresh foods); spauled panels in same area. 5 panels south of 4th need crack filling; Sunny Fresh apple trees need trimming 253 WALNUT ST (WEST SIDE) RR Tracks - 6TH 4/20/2010 settled panel next to san MH in front of C.H; s of driveway entrance to comm. ctr, lip btwn curb & pavers; settled pavers @ comm. ctr, near ped ramp; sporadic trippers between pavers & curb; 1 cracked panel in ped ramp (N entrance to C.H. Drwy) crack fill spauled/broken panel between crosswalk and Community Center entrance one panel west of ped ramp. Not fixed; Lower Gate Valve 254 WALNUT ST (WEST SIDE) RIVER - FRONT 4/21/2010 OK 255 WALNUT ST (WEST SIDE) 6TH - 7TH 4/20/2010 2 cracked panels @ Library exit 256 WALNUT ST (WEST SIDE) 3RD - BROADWAY 4/21/2010 1/4" lip at intersection of Walnut and 3rd to be monitored (NE corner); cracked corner panel @ 207 (south side of lot) Crack fill gap @ 209 Walnut St next to drwy; Grind ½ lip @ 207 near gate valve; South side of alley, 3"X9" chunk missing; patch 257 WALNUT ST (WEST SIDE) 3RD - 4TH 4/21/2010 4 cracked panels in drwy between buildings; 1 cracked panel, by tree by 4th Street Crack fill 2 panels North of the tracks, 1 ½” X 8" long gap (Sunny Fresh) 258 WALNUT ST (WEST SIDE) RIVER – BROADWAY 4/21/2010 OK 259 WASHINGTON ST (EAST SIDE 5TH - 4TH 4/23/2010 OK 260 WASHINGTON ST (EAST SIDE) 3RD - BROADWAY 4/23/2010 few cracked panels (south of east broadway @ MMS) from corner 1st two panels, 10th panel, and 12th panel. 261 WASHINGTON ST (EAST SIDE) 4TH - 3RD 4/23/2010 2 cracked panels near garage (panels 24 & 25 south of MMS entrance) 262 WASHINGTON ST (EAST SIDE) 7TH - 5TH 4/23/2010 2 cracked panels (#12 & 13 North of RR tracks); NE corner of Washington & E 7th St 1 cracked panel; Driveway badly cracked & falling apart (going into field area). MMS Private 263 WASHINGTON ST (WEST SIDE) 4TH - RR TRACKS 4/23/2010 OK 264 WILDWOOD BLVD (EAST SIDE) JASON (C.R. 18) - TROY MARQ. DR 4/26/2010 1 cracked panel next to path & ped ramp 2010 SIDEWALK INSPECTION REPORT Page 19 #9 #9 City Council Agenda: 05/24/10 1 5H. Consideration of approving Business Expansion Incentive Pilot Program Guidelines (MB/AS) A. REFERENCE AND BACKGROUND: On May 10, 2010, the City Council adopted the Business Expansion Incentive Pilot Program with conceptual guidelines. Enclosed is a formal set of guidelines for Council consideration. The guidelines have been drafted to follow the same format as the Greater Monticello Enterprise Fund (GMEF), which was prepared by Kennedy and Graven. The guidelines require a business to meet two (2) public purposes. Below are the options the applicant can choose from: a. Create or retain jobs. 1. One job is equivalent to a total of 37.5 hours per week. b. Utilization of an existing commercial or industrial building that is currently vacant. c. Credit-worthy industrial or commercial business expanding, relocating, or remodeling, including but not limited to the following: 1. Type and size of the business 2. Increase building square footage 3. Increase building valuation 4. Increased visual appearance or function of facilit y 5. Product or service expansion 6. Compatibility of the proposed business as it relates to the comprehensive plan and existing zoning policies d. Occurs within the Central Community District. The guidelines allow the Building Plan Review Fee, Planning Application Fee, and Demolition Fee to be waived or reduced. The City Council previously set a maximum waiver or reduction per applicant at $5,000. The applicant will be required to fill out an application, staff will draft a staff report and Business Subsidy Agreement, and the City Council will have final review and approval or denial. A1. Budget Impact: At the May 10, 2010 City Council meeting, the Council designated $30,000 from the Liquor Funds as seed money for this pilot program. A2. Staff Workload Impact: Staff workload requirements would involve processing the program applications, development of staff reports and Business Subsidy Agreements for Council review. City Council Agenda: 05/24/10 2 B. ALTERNATIVE ACTIONS: 1. Motion to approve Business Expansion Incentive Pilot Program Guidelines contingent upon final review by Kennedy and Graven 2. Motion to deny approval of Business Expansion Incentive Pilot Program Guidelines C. STAFF RECOMMENDATION: City Staff recommends Alternative #1. The proposed guidelines expand upon and comply with the concepts the City Council adopted at the May 10, 2010 meeting. The guidelines also follow the same principals and format established under the Business Subsidy resolution adopted by the EDA and City Council in 2009. D. SUPPORTING DATA: Proposed Business Expansion Incentive Pilot Program Guidelines 1 BUSINESS EXPANSION INCENTIVE PILOT PROGRAM 1. PURPOSE The purpose of the Business Expansion Incentive Pilot Program is to encourage the expansion and growth of existing Monticello businesses. 2. ORGANIZATION The Business Expansion Incentive Pilot Program will be administered by City Staff and approved by the City Council. 3. DEFINITION OF PUBLIC PURPOSE An application must at least two (2) of the following public purposes: a. Create or retain jobs. 1. One job is equivalent to a total of 37.5 hours per week. b. Utilization of an existing commercial or industrial building that is currently vacant. c. Credit-worthy industrial or commercial business expanding, relocating, or remodeling, including but not limited to the following: 1. Type and size of the business 2. Increase building square footage 3. Increase building valuation 4. Increased visual appearance or function of facility 5. Product or service expansion 6. Compatibility of the proposed business as it relates to the comprehensive plan and existing zoning policies d. Occurs within the Central Community District. 2 4. GREATER MONTICELLO ENTERPRISE FUND POLICIES a. Business Eligibility: 1. Businesses currently located in Monticello (required) 2. Industrial and commercial businesses. 3. Home based businesses expanding to a commercial or industrial zoned property. 4. Credit-worth y existing businesses. 5. Downtown businesses. b. Applicable Fee Waiver or Reduction: 1. Building Plan Review Fee 2. Planning Application Fee 3. Demolition Permit Fee c. Terms and conditions: 1. Maximum subsidy is set at $5,000 per applicant. 5. APPLICATION PROCEDURES The City desires to make the application process as simple as possible. Information regarding the program and procedures for obtaining a business subsidy are as follows: a. City Staff: City Staff shall carry out Business Expansion Incentive Program as approved by the City Council. Staff is responsible for assisting businesses in the application process and will work closely with applicants in developing the necessary information. b. Application Process: 1. Applicant shall complete an application form. Staff will review application for consistency with the policies set forth in the pilot program. 2. City Staff will prepare a staff report and Business Subsidy Agreement that will be to be presented to the City Council. 3. The City Council has final approval 6. REPORTING City Staff shall submit to the City Council an annual report detailing compliance with the public purpose. City Council Agenda: 05/24/10 1 5I. Consideration of adopting Resolution #2010-37 of Intent to Reimburse from Bond Proceeds for NE Quadrant Improvements to State Hwy 25, CSAH 75, and East River Street, City Project No. 10C005 (TK) A. REFERENCE AND BACKGROUND: The Internal Revenue Service requires the City to adopt a resolution declaring the official intent to reimburse certain project expenditures from bond proceeds, if the City plans or would issue bonds to finance project costs. By passing this resolution it would allow the City to include the intersection improvements for Highway 25/CSAH 75 and East River Street Project 10C005 in a future bond issue. Without the resolution, the project could not be funded by bonds. At this time the City could issue bonds to finance this project. A1. Budget Impact: By adopting the resolution, the City would have the ability to include the intersection improvements for Highway 25/CSAH 75 and East River Street Project #10C005 in a future bond issue. A2. Staff Workload Impact: There would be no impact on the staff by this action. When the City issues bonds there would be staff time and consultant costs related to the bond issue. B. ALTERNATIVE ACTIONS: 1. Motion to adopt Resolution #2010-37 declaring the official intent to reimburse expenditures from the proceeds of bonds for City Project No. 10C005 – Highway 25/CSAH 75 and East River Street. 2. Motion to deny adoption of the resolution declaring the official intent to reimburse expenditures from the proceeds of bonds. C. STAFF RECOMMENDATION: City staff supports Alternative #1. D. SUPPORTING DATA: Resolution #2010-37 1 CITY OF MONTICELLO WRIGHT COUNTY MINNESOTA RESOLUTION 2010-37 DECLARING THE OFFICIAL INTENT OF THE CITY OF MONTICELLO TO REIMBURSE CERTAIN EXPENDITURES FROM THE PROCEEDS OF BONDS TO BE ISSUED BY THE CITY FOR NE QUADRANT IMPROVEMENTS TO STATE HWY 25, CSAH 75 AND EAST RIVER STREET CITY PROJECT NO. 10C005 WHEREAS, the Internal Revenue Service has issued Treas. Reg. §1.150-2 providing that proceeds of tax-exempt bonds used to reimburse prior expenditures will not be deemed spent unless certain requirements are met; and WHEREAS, the City expects to incur certain expenditures which may be financed temporarily from sources other than bonds, and reimbursed from the proceeds of a bond; WHEREAS, the City has determined to make this declaration of official intent (“Declaration”) to reimburse certain costs from proceeds of bonds in accordance with the Reimbursement Regulations. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF MONTICELLO (THE “CITY”) AS FOLLOWS: 1. The City reasonably intends to make expenditures for the projects described in Exhibit A (the “Projects”), and reasonably intends to reimburse itself for such expenditures from the proceeds of debt to be issued by the City in the maximum principal amount described in Exhibit A. All reimbursed expenditures will be capital expenditures, costs of issuance of the bonds, or other expenditures eligible for reimbursement under Section 1.150-2(d)(3) of the Reimbursement Regulations. 2. This Declaration has been made not later than 60 days after payment of any original expenditure to be subject to a reimbursement allocation with respect to the proceeds of bonds, except for the following expenditures: (a) costs of issuance of bonds; (b) costs in an amount not in excess of $100,000 or 5 percent of the proceeds of an issue; or (c) “preliminary expenditures” up to an amount not in excess of 20 percent of the aggregate issue price of the issue or issues that finance or are reasonably expected by the City to finance the project for which the preliminary expenditures were incurred. The term “preliminary expenditures” includes architectural, engineering, surveying, bond issuance, and similar costs that are incurred prior to commencement of acquisition, construction or rehabilitation of a project, other than land acquisition, site preparation, and similar costs incident to commencement of construction. Resolution #2010-37 3. This Declaration is an expression of the reasonable expectation of the City based on the facts and circumstances known to the City as of the date hereof. The anticipated original expenditures for the Project and the principal amount of the bonds described in paragraph 1 are consistent with the City’s budgetary and financial circumstances. No sources other than proceeds of bonds to be issued by the City are, or are reasonably expected to be, reserved, allocated on a long-term basis, or otherwise set aside pursuant to the City’s budget or financial policies to pay such project expenditures. 4. The City Administrator is authorized to designate appropriate additions to Exhibit A in circumstances where time is of the essence, and any such designation shall be reported to the Council at the earliest practicable date and shall be filed with the official books and records of the City as provided in Section 3. 5. This resolution is intended to constitute a declaration of official intent for purposes of Treas. Reg. § 1.150-2 and any successor law, regulation, or ruling. ADOPTED BY the Monticello City Council this 24th day of May, 2010. CITY OF MONTICELLO __________________________________ Clint Herbst, Mayor ATTEST: __________________________________ Jeff O’Neill, City Administrator 3 EXHIBIT A TO OFFICIAL INTENT RESOLUTION #2010-37 ADOPTED MAY 24, 2010 DATE OF DECLARATION DESCRIPTION OF PROJECT MAXIMUM PRINCIPAL AMOUNT OF DEBT FOR PROJECT 5/24/2010 NE QUADRANT IMPROVEMENTS – STATE HWY 25, CSAH 75, AND EAST RIVER STREET CITY PROJECT NO 10C005 $625,000.00 Council Agenda: 5/24/10 1 5J. Consideration of approving an application for a temporary on-sale liquor license for a Wine Tasting/Networking event on June 2nd hosted by the Economic Development Partnership of Wright County (MB) A. REFERENCE AND BACKGROUND: The Economic Development Partnership of Wright County is hosting a Wine & Beer Tasting/Networking Event on Wednesday, June 2nd at the Monticello Community Center. They are requesting approval of application for a temporary on-sale liquor license for the event. For the State to grant approval of the permit, approval of the governing body is requested. A1. Budget Impact: NA A2. Staff Workload Impact: Minimal staff time to process application with State Alcohol and Gambling Division for approval. B. ALTERNATIVE ACTIONS: 1. Approve the application for a temporary liquor license for the Economic Development Partnership of Wright County on June 2, 2010. 2. Do not approve the application for temporary liquor license. C. STAFF RECOMMENDATION: City staff recommends Alternative #1 for approval of the application. D. SUPPORTING DATA: Copy of application for temporary liquor license City Council Agenda: 5/24/10 1 5K. Consideration of approving out-of-state training for FiberNet Monticello employees (DP, TE) A. REFERENCE AND BACKGROUND: In keeping with City policy governing travel and conferences, the Council is asked to consider approving out-of-state training for two FiberNet Monticello employees. The training requested is a 5-day MetaSwitch Troubleshooting Course held in Boca Raton, FL June 7-11, 2010. The actual training was included as part of the MetaSwitch purchase and is imperative training for both Matt Henning and Thaddaeus Rousu in their respective positions. MetaSwitch training is not available within the state of Minnesota. Training is available in both Florida and Hawaii. The most cost effective training considering travel and accommodations is the training in Boca Raton, FL. Attached is a course outline of the requested training for your review. A1. Budget Impact: The cost of the 5-day course was included in the MetaSwitch purchase. The additional costs to FiberNet Monticello include: airfare, hotel, car rental and meals totaling approximately $3263.23. The funds for this training to be derived from the FiberNet Revenue Bonds. B. ALTERNATIVE ACTIONS: 1. Motion to approve out-of-state MetaSwitch training for Matt Henning and Thaddaeus Rousu. 2. Motion to deny out-of-state MetaSwitch training for Matt Henning and Thaddaeus Rousu. C. STAFF RECOMMENDATION: Staff recommends Alternative #1. D. SUPPORTING DATA: MetaSwich Troubleshooting Course Outline City Council Agenda: 5/24/10 1 7. Public Hearing - Consideration of adopting Resolution No. 2010-32 ordering improvements and authorizing preparation of final Plans and Specifications for the Walnut Street amendment to the 2010 Street Reconstruction project, City Project No. 10C001 (BW) A. REFERENCE AND BACKGROUND: On April 26, 2010, the City Council approved final plans and specifications and authorized advertisement for bids for the 2010 Street Reconstruction project. Prior to making their motion, Council was informed by staff that Walnut Street between West River Street and Front Street needed to be reconstructed but was inadvertently omitted from the project. Staff therefore requested Council authorization to add this section of Walnut Street to the 2010 Street Reconstruction project, and following a brief discussion on the condition of the pavement Council noted no objections to adding this section of Walnut Street to the project. On May 10th the City Council called for a Public Hearing to discuss the proposed improvements to Walnut Street between West River Street and Front Street, which includes the removal and reconstruction of the existing Walnut Street pavement section at its current width, replacing damaged curb and gutter sections as needed, and completing other necessary appurtenant work. The proposed assessment rates for this work will follow the same rate structure as the rest of the project. The preliminary residential assessment rate is $3,800 per lot, and the non- residential assessment rate is $80 per front foot, which does not include sidewalk assessment costs since there will be no sidewalk work associated with this project. As before, all residential properties are proposed to be assessed as one residential unit, regardless of whether they it is a corner or an interior lot, or whether it has more than one access. Interior non-residential lots abutting a street being reconstructed are proposed to be assessed by multiplying 100% of the total front footage of the lot abutting the street by the non-residential rate. Corner non-residential lots are proposed to be assessed by multiplying 100% of the footage of the front lot line abutting a reconstructed street by the non-residential rate, and adding to that the amount calculated by multiplying 50% of the remaining footage of side lot lines abutting a reconstructed street by the non-residential rate. Front lot lines are considered to be the side of the lot acting as the front of the lot, typically containing the street access, and all other lot lines are considered to be side lot lines. The assessable properties for these improvements include the apartment building at 11 Walnut Street, the Front Street townhomes, and West Bridge Park. The preliminary assessment roll is attached as supporting data. Upon conducting the Public Hearing tonight, Council will be asked to adopt Resolution 2010-32, thereby ordering the improvements for Walnut Street from West River Street to Front Street, and authorizing the preparation of final Plans and Specifications. City Council Agenda: 5/24/10 2 A1. Budget Impact: The estimated cost for the improvements is $35,000. Due to the existing low bond rates staff recommends using bonds to fund the project. Bond payments would then be made using the appropriate funds. A2. Staff Workload Impact: Engineering and Public Works Department staff will spend a limited amount of time administering and inspecting the project. WSB and Associates is preparing the plans and specifications and will provide overall project management services on the project. B. ALTERNATIVE ACTIONS: 1. Motion to adopt Resolution No. 2010-32 ordering improvements and authorizing preparation of final Plans and Specifications for the Walnut Street amendment to the 2010 Street Reconstruction project, City Project No. 10C001. 2. Motion to deny adoption of Resolution No. 2010-32 at this time. C. STAFF RECOMMENDATION: City staff recommends approving Alternative Action No. 1. D. SUPPORTING DATA: Resolution No. 2010-32 Preliminary Assessment Roll Map of Assessment Layout CITY OF MONTICELLO WRIGHT COUNTY MINNESOTA RESOLUTION NO. 2010-32 ORDERING IMPROVEMENTS AND AUTHORIZING PLANS AND SPECIFICATIONS FOR WALNUT STREET AMENDMENT TO 2010 STREET RECONSTRUCTION PROJECT CITY PROJECT NO. 10C001 WHEREAS, a resolution was adopted by the City Council on May 10, 2010, calling for a Public Hearing on May 24, 2010 on said proposed amendment to the 2010 Street Reconstruction Improvements; and WHEREAS, after due Notice of Public Hearing was provided on the construction of said proposed amendment to the 2010 Street Reconstruction Improvements for the section of Walnut Street between West River Street and Front Street; and WHEREAS, at said hearing there was available a reasonable estimate of the amount to be assessed and a description of the methodology was presented; NOW THEREFORE, BE IT RESOLVED by the City Council of the City of Monticello, Minnesota as follows: 1. Said improvements are necessary, cost-effective, and feasible as detailed in the Feasibility Reports. 2. It is advisable, expedient and necessary that said improvements as described in the Notice of Hearing thereon be constructed, and the same are hereby ordered made. 3. The improvements described in said Notice of Hearing are hereby designated and shall be known as the 2010 Street Reconstruction, City Project No. 10C001. 4. The City Engineer along with consulting engineers, WSB & Associates, Inc. is hereby directed to prepare final plans and specifications for said improvements. 5. The City Council shall let the contract for all or part of the work for said improvements or order all or part of the work done by day labor or otherwise as authorized by Minnesota Statutes, Section 429.041, Subdivision 2 within one year of the date of this resolution ordering said improvements. ADOPTED BY the Monticello City Council this 24th day of May, 2010. CITY OF MONTICELLO ___________________________________ Clint Herbst, Mayor ATTEST: ____________________________________ Jeff O’Neill, City Administrator 62 146 147 148 149 150 152 153 154 155 156 102 Loc u s t S t River S t E Front S t W Bro a d w a y S t Pin e S t Waln u t S t Residential - Street Non-Residential City Properties 0 125 25062.5 Feet Preliminary Assessment RollWalnut St Improvements (River St to Front St)City of Monticello, MN 1 inch = 125 feet Fi l e : K : \ 0 1 4 9 4 - 3 4 \ G I S \ M a p s \ A s s e s s m e n t R o l l 2 0 1 0 _ W a l n u t L o c u s t . m x d , 5 / 1 9 / 2 0 1 0 2 : 5 4 : 4 4 P M City Council Agenda: 5/24/10 1 8. Consideration of adopting Resolution No. 2010-33 approving final Plans and Specifications and authorizing Advertisement for Bids for the Walnut Street amendment to the 2010 Street Reconstruction, City Project No. 10C001 (BW) A. REFERENCE AND BACKGROUND: On April 26, 2010, the City Council approved final plans and specifications and authorized advertisement for bids for the 2010 Street Reconstruction project. Prior to making their motion, Council was informed by staff that Walnut Street between West River Street and Front Street needed to be reconstructed but was inadvertently omitted from the project. Staff therefore requested Council authorization to add this section of Walnut Street to the 2010 Street Reconstruction project, and following a brief discussion on the condition of the pavement Council noted no objections to adding this section of Walnut Street to the project. During tonight’s previous agenda item, Council conducted a Public Hearing for the proposed Walnut Street improvements between West River Street and Front Street, which includes the removal and reconstruction of the existing Walnut Street pavement section at its current width, replacing damaged curb and gutter sections as needed, and completing other necessary appurtenant work. Council is now being asked to adopt Resolution No. 2010-33 approving the final Plans and Specifications and authorizing Advertisement for Bids for the Walnut Street amendment to the 2010 Street Reconstruction project. Upon Council adoption of City Resolution 2010-33, the bids received on Thursday, May 20th for the 2010 Street Reconstruction project then become eligible for completing the Walnut Street amendment improvements in conjunction with the reconstruction project. A1. Budget Impact: The estimated cost for the improvements is $35,000. Due to the existing low bond rates staff recommends using bonds to fund the project. Bond payments would then be made using the appropriate funds. A2. Staff Workload Impact: Engineering and Public Works Department staff will spend a limited amount of time administering and inspecting the project. WSB and Associates is preparing the plans and specifications and will provide overall project management services on the project. B. ALTERNATIVE ACTIONS: 1. Motion to adopt Resolution No. 2010-33 approving final Plans and Specifications and authorizing Advertisements for Bids for the Walnut Street amendment to the 2010 Street Reconstruction project, City Project No. 10C001. 2. Motion to deny adoption of Resolution No. 2010-33 at this time. City Council Agenda: 5/24/10 2 C. STAFF RECOMMENDATION: City staff recommends approving Alternative #1. D. SUPPORTING DATA: Resolution No. 2010-33 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2010-33 APPROVING PLANS AND SPECIFICATIONS AND AUTHORIZING ADVERTISEMENT FOR BIDS FOR WALNUT STREET AMENDMENT TO 2010 STREET RECONSTRUCTION PROJECT CITY PROJECT NO. 10C001 WHEREAS, pursuant to a resolution approved by the City Council on February 22, 2010 and May 24, 2010, the City Engineer has prepared plans and specifications for the 2010 Street Reconstruction Project described as follows: Walnut Street amendment, including Walnut Street from West River Street to Front Street, to the improvement project identified as Area 4A including West River Street between Chestnut Street and Pine Street/State Highway 25 and adjoining streets between West Broadway and West River Street or Front Street; and Prairie Road between Nicholas Circle and Wright County Highway 75. Improvements include reconstruction of urban and rural section roadways, curb and gutter replacement, sidewalk and storm sewer construction, utility improvements and other appurtenant work. Optional improvements include Chestnut Street Lift Station wet well improvements, Walnut Street connection to West River Street, Walnut Street parking lot reconstruction, Third Street parking lot reconstruction, Par West Park parking lot reconstruction, and Prairie Road sidewalk. WHEREAS, the City Engineer has presented such plans and specifications to the Council for approval; NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF MONTICELLO, MINNESOTA: 1. Such plans and specifications, a copy of which is on file in the office of the City Clerk, are hereby approved. 2. The City Clerk shall prepare and cause to be inserted in the official paper and in the Star Tribune and/or Finance & Commerce publication an advertisement for bid upon the making of such improvement under such approved plans and specifications. The advertisement shall be published no less than three weeks before the last day for submission of bids, once in the City’s legal publication and at least once in either a newspaper published in a city of the first class or a trade paper. To be eligible as a trade paper, a publication shall have all the qualifications of a legal newspaper except that, instead of the requirement that it shall contain general and local news, such trade paper shall contain building and construction news of interest to contractors in this state, among whom it shall have a general circulation. The advertisement shall specify the work to be done, and shall state that bids will be opened at 10 a.m. on May 20, 2010 and that the award of the bid and the responsibility of the bidders will be considered by the City Council at 7 p.m. on May 24, 2010 in the Council Chambers of City Hall. Any bidder whose responsibility is questioned during consideration of the bid will be given an opportunity to address the Council on the issue of responsibility. No bids will be considered unless sealed and filed with the Clerk and accompanied by a cash deposit, cashier’s check, bid bond or certified check payable to the City for 5% of the amount of such bid. ADOPTED BY the Monticello City Council this 24th day of May, 2010. CITY OF MONTICELLO _________________________________ Clint Herbst, Mayor ATTEST: ________________________________ Jeff O’Neill, City Administrator City Council Agenda: 5/24/10 1 9. Consideration of adopting Resolution No. 2010-34 accepting bids and awarding contract for the 2010 Street Reconstruction project and Walnut Street amendment, City Project No. 10C001 (BW/WSB) A. REFERENCE AND BACKGROUND: On April 26, 2010 Council approved final Plans and Specifications and authorized advertisement of bids for the 2010 Street Reconstruction project, including both Area 4A and Prairie Road. The streets identified for reconstruction with this project include: Area 4A West River Street – Chestnut Street to Pine Street (TH 25) Front Street – Linn Street to Locust Street Chestnut Street – Broadway (CSAH 75) to West River Street Elm Street – Broadway (CSAH 75) to West River Street Vine Street – Broadway (CSAH 75) to West River Street Minnesota Street – Broadway (CSAH 75) to West River Street Maple Street – Broadway (CSAH 75) to West River Street Linn Street – Broadway (CSAH 75) to Front Street Locust Street – Broadway (CSAH 75) to Front Street Walnut Street – Broadway (CSAH 75) to Front Street Prairie Road Prairie Road – Nicholas Circle to Broadway (CSAH 75) Council will note that the reconstruction of Walnut Street between West River and Front Street was added to the project on May 11, 2010 following Council approval of the Feasibility Report. This item is addressed in a separate agenda item, however this segment of Walnut Street was bid as Alternate #4 to the project. Bids for the project were received and opened on Thursday, May 20, 2010. The City received 12 bids, which were very competitive, with Redstone Construction Company, Inc. submitting the low bid for this project as determined by the total base bid in the amount of $2,165,392.38, as well as the total base bid plus all alternative bids in the amount of $2,501,340.26. The project was bid with a total Base Bid and six (6) Alternate Bids as summarized in the table below: City Council Agenda: 5/24/10 2 Engineer’s Estimate Redstone Construction Company, Inc. Base Bid $2,519,137.75 $2,165,392.38 Alternate #1  Walnut Street connection to River St $49,715.80 $38,960.59 Alternate #2  Third St Parking Lot Reconstruction $74,091.00 $62,340.40 Alternate #3  Chestnut Lift Station Wet Well Replacement $113,026.30 $143,329.99 Alternate #4  Walnut Street north of River St $22,965.00 $23,977.40 Alternate #5  Par West Parking Lot Reconstruction $18,725.00 $22,269.00 Alternate #6  Prairie Rd Sidewalk $54,217.00 $45,070.50 BASE BID: Includes street and utility improvements to Area 4A including improvements related to pavement, curb and gutter, storm sewer, sanitary sewer, watermain, Chestnut lift station (replacing the pumps, piping and control panel, waterproofing the existing valve vault) and other appurtenant work. The base bid also includes street and utility improvements to Prairie Road. ALTERNATE 1: Connection of Walnut Street to River Street ALTERNATE 2: Third Street parking lot reconstruction ALTERNATE 3: Chestnut Street sanitary sewer lift station wet well replacement ALTERNATE 4: Walnut Street reconstruction from River Street to Front Street ALTERNATE 5: Par West parking lot reconstruction ALTERNATE 6: Prairie Road sidewalk extension A summary of the bids received is attached. Determining who the low bid contractor is dependant on which alternate improvement(s) the City Council chooses in addition to the base bid. A more detailed breakdown of all the contractors bid for each alternate bid is enclosed. It should be noted that the reconstruction of the Walnut Street Parking lot was included with the Base Bid because a significant portion of the parking lot would be disturbed with the lowering of the existing access point along River Street. The estimated cost for the parking lot improvements is $75,500. City Council Agenda: 5/24/10 3 A1. Budget Impact: The project is proposed to be funded by special assessments to benefitting property owners, State Aid funds and City utility funds for sanitary sewer, watermain and storm sewer. A more detailed breakdown of the funding splits will be evaluated based on the actual bid amount awarded and we will bring that information back to the Council at a later date. Due to the existing low bond rates staff recommends using bonds to fund the entire project. Bond payments would then be made using the appropriate funds. It should be noted that the City’s bond rating was recently lowered 2 grades, which will reduce our bond rates even lower than previously assumed. A2. Staff Workload Impact: Engineering and Public Works staff will continue to spend a fair amount of time working on the project during its construction. WSB and Associates prepared the plans and specifications and will provide overall project management services, while City staff will provide primary construction inspection and some project administration duties. B. ALTERNATIVE ACTIONS: 1. Motion to adopt Resolution No. 2010-34 awarding the contract to the lowest responsible bidder, Redstone Construction Company of Mora, MN, for the Base Bid plus Alternate(s) ____________ in the amount of $_______________. 2. Motion to deny adoption of Resolution No. 2010-34 at this time. C. STAFF RECOMMENDATION: City staff recommends approving Alternative Action No. 1 including the Base Bid plus the Alternates approved by Council. D. SUPPORTING DATA: Resolution No. 2010-34 Bid Tabulation Bid Summary Letter of Recommendation CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2010-34 ACCEPTING BIDS AND AWARDING CONTRACT FOR 2010 STREET RECONSTRUCTION & WALNUT STREET AMENDMENT PROJECT NO. 10C001 WHEREAS, pursuant to an advertisement for bids for the making of improvements to streets in Area 4A and Prairie Road including utility and drainage improvements, street reconstruction, and other necessary appurtenant work, bids were received, opened, and tabulated, and the following bids were found to comply with the advertisement for bids: CONTRACTOR TOTAL BASE BID TOTAL BASE BID W/ ALTERNATES Burschville Construction, Inc. $2,378,013.80 $2,999,403.05 Geislinger and Sons, Inc. $2,374,760.55 $2,863,798.75 J. R. Ferche, Inc. $2,828,187.33 $3,444,622.84 Knife River Corporation $2,372,588.69 $2,628,972.85 Landwehr Construction, Inc. $2,462,636.09 $2,865,865.76 LaTour Construction, Inc. $2,345,030.27 $2,741,332.29 Minger Construction, Inc. $2,650,082.69 $3,061,814.70 Northdale Construction Company, Inc. $2,498,905.91 $2,973,116.54 Northwest Asphalt, Inc. $2,326,526.27 $2,702,792.54 R. L. Larson Excavating, Inc. $2,966,916.65 $3,617,473.16 Redstone Construction Company, Inc. $2,165,392.38 $2,501,340.26 S. R. Weidema, Inc. $2,486,751.24 $3,025,197.78 Engineer’s Estimate $2,519,137.75 $2,851,877.85 WHEREAS, the bid of Redstone Construction Company of Mora, MN in the amount of $2,501,340.26 for the total base bid with City Council approved alternates for the construction of said improvements, in accordance with the plans and specifications and advertisement for bids, is the lowest responsible bidder and shall be and hereby is accepted, and NOW THEREFORE BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF MONTICELLO: 1. The Mayor and City Administrator are hereby authorized and directed to enter into a contract with said bidder for the construction of said improvements for and on behalf of the City of Monticello. 2. The City Administrator is hereby authorized and directed to return forthwith to all bidders the deposits made with their bids, except that the deposit of the successful bidder and the next lowest bidder shall be retained until a contract has been executed. ADOPTED BY the Monticello City Council this 24th day of May, 2010. CITY OF MONTICELLO ____________________________________ Clint Herbst, Mayor ATTEST: _______________________________ Jeff O’Neill, City Administrator 5/21/2010 WS B Pr o j e c t B i d A b s t r a c t Pr o j e c t N a m e : MO N T - 2 0 1 0 S t r e e t Re c o n s t r u c t i o n P r o j e c t Co n t r a c t N o . : Cl i e n t : Ci t y o f M o n t i c e l l o P r o j e c t N o . : 0 1 4 9 4 -34 Bi d O p e n i n g: 5/ 2 0 / 2 0 1 0 1 2 : 0 0 P M O w n e r : M i n n e a p o l i s Pr o j e c t : 0 1 4 9 4 - 3 4 - M O N T - 2 0 1 0 S t r e e t R e c o n s t r u c t i o n P r o j e c t En g i n e e r s E s t i m a t e Re d s t o n e C o n s t r u c t i o n Kn i f e R i v e r Northwest Asphalt, Inc. It e m N o . It e m Un i t s Qu a n t i t y Un i t P r i c e To t a l P r i c e Un i t P r i c e To t a l P r i c e Un i t P r i c e Total Price Unit Price Total Price SC H E D U L E A - S T R E E T I M P R O V E M E N T S ( R I V E R S T R E E T A N D S I D E S T R E E T S ) 1 20 2 1 . 5 0 1 MO B I L I Z A T I O N LU M P S U M 1 $4 0 , 0 0 0 . 0 0 $4 0 , 0 0 0 . 0 0 $4 3 , 0 0 0 . 0 0 $4 3 , 0 0 0 . 0 0 $1 0 9 , 0 0 0 . 0 0 $109,000.00$67,300.00$67,300.00 2 21 0 1 . 5 0 2 CL E A R I N G TR E E 31 $2 0 0 . 0 0 $6 , 2 0 0 . 0 0 $1 0 9 . 0 0 $3 , 3 7 9 . 0 0 $1 0 9 . 0 0 $3,379.00$110.00$3,410.00 3 21 0 1 . 5 0 7 GR U B B I N G TR E E 31 $1 5 0 . 0 0 $4 , 6 5 0 . 0 0 $5 0 . 0 0 $1 , 5 5 0 . 0 0 $5 0 . 0 0 $1,550.00$50.00$1,550.00 4 21 0 4 . 5 0 1 RE M O V E C U R B A N D G U T T E R LI N F T 64 3 0 $3 . 5 0 $2 2 , 5 0 5 . 0 0 $2 . 0 0 $1 2 , 8 6 0 . 0 0 $1.25$8,037.50$2.50$16,075.00 5 21 0 4 . 5 0 1 RE M O V E C O N D U I T S Y S T E M LI N F T 17 5 $1 . 7 5 $3 0 6 . 2 5 $1 . 7 0 $2 9 7 . 5 0 $1.70$297.50$3.00$525.00 6 21 0 4 . 5 0 3 RE M O V E C O N C R E T E W A L K SQ F T 16 6 0 $1 . 0 0 $1 , 6 6 0 . 0 0 $0 . 5 0 $8 3 0 . 0 0 $0.65$1,079.00$0.25$415.00 7 21 0 4 . 5 0 5 RE M O V E C O N C R E T E D R I V E W A Y P A V E M E N T SQ Y D 56 0 $3 . 5 0 $1 , 9 6 0 . 0 0 $5 . 0 0 $2 , 8 0 0 . 0 0 $1.45$812.00$4.00$2,240.00 8 21 0 4 . 5 0 5 RE M O V E B I T U M I N O U S D R I V E W A Y P A V E M E N T SQ Y D 32 0 $2 . 5 0 $8 0 0 . 0 0 $3 . 0 0 $9 6 0 . 0 0 $1.45$464.00$2.00$640.00 9 21 0 4 . 5 0 9 RE M O V E M A I L B O X S U P P O R T EA C H 19 $5 0 . 0 0 $9 5 0 . 0 0 $2 0 . 0 0 $3 8 0 . 0 0 $2 0 . 0 0 $380.00$20.00$380.00 10 21 0 4 . 5 0 9 RE M O V E M A I L B O X EA C H 19 $3 0 . 0 0 $5 7 0 . 0 0 $1 0 . 0 0 $1 9 0 . 0 0 $1 0 . 0 0 $190.00$10.00$190.00 11 21 0 4 . 5 1 1 SA W I N G C O N C R E T E P A V E M E N T ( F U L L D E P T H ) LI N F T 23 0 $5 . 0 0 $1 , 1 5 0 . 0 0 $4 . 0 0 $9 2 0 . 0 0 $1 2 . 0 0 $2,760.00$4.00$920.00 12 21 0 4 . 5 1 3 SA W I N G B I T U M I N O U S P A V E M E N T ( F U L L D E P T H ) LI N F T 93 0 $2 . 5 0 $2 , 3 2 5 . 0 0 $2 . 7 5 $2 , 5 5 7 . 5 0 $4.50$4,185.00$3.00$2,790.00 13 21 0 4 . 5 2 3 SA L V A G E S I G N EA C H 24 $3 0 . 0 0 $7 2 0 . 0 0 $2 5 . 0 0 $6 0 0 . 0 0 $2 5 . 0 0 $600.00$25.00$600.00 14 21 0 5 . 5 0 1 CO M M O N E X C A V A T I O N CU Y D 11 9 0 0 $6 . 0 0 $7 1 , 4 0 0 . 0 0 $5 . 0 0 $5 9 , 5 0 0 . 0 0 $4.70$55,930.00$5.90$70,210.00 15 21 0 5 . 5 0 7 SU B G R A D E E X C A V A T I O N ( E V ) CU Y D 11 9 0 $1 0 . 0 0 $1 1 , 9 0 0 . 0 0 $5 . 0 0 $5 , 9 5 0 . 0 0 $1.00$1,190.00$7.05$8,389.50 16 21 0 5 . 5 2 2 SE L E C T G R A N U L A R B O R R O W ( C V ) CU Y D 11 4 5 0 $1 0 . 0 0 $1 1 4 , 5 0 0 . 0 0 $9 . 8 4 $1 1 2 , 6 6 8 . 0 0 $6.00$68,700.00$10.30$117,935.00 17 21 0 5 . 5 2 5 TO P S O I L B O R R O W ( C V ) CU Y D 85 0 $2 0 . 0 0 $1 7 , 0 0 0 . 0 0 $1 2 . 0 0 $1 0 , 2 0 0 . 0 0 $1 5 . 0 0 $12,750.00$14.95$12,707.50 18 21 0 5 . 6 0 4 GE O T E X T I L E F A B R I C S P E C I A L SQ Y D 90 $2 0 . 0 0 $1 , 8 0 0 . 0 0 $1 9 . 0 0 $1 , 7 1 0 . 0 0 $2.14$192.60$2.00$180.00 19 21 1 2 . 5 0 1 SU B G R A D E P R E P A R A T I O N RO A D S T A 68 . 2 6 $2 5 0 . 0 0 $1 7 , 0 6 5 . 0 0 $1 9 0 . 0 0 $1 2 , 9 6 9 . 4 0 $1 0 0 . 0 0 $6,826.00$150.00$10,239.00 20 21 1 2 . 6 0 4 SU B G R A D E P R E P A R A T I O N SQ Y D 41 0 0 $1 . 5 0 $6 , 1 5 0 . 0 0 $0 . 7 5 $3 , 0 7 5 . 0 0 $4.70$19,270.00$0.50$2,050.00 21 21 2 3 . 6 1 0 ST R E E T S W E E P E R ( W I T H P I C K U P B R O O M ) HO U R 77 $1 0 5 . 0 0 $8 , 0 8 5 . 0 0 $1 0 0 . 0 0 $7 , 7 0 0 . 0 0 $9 0 . 0 0 $6,930.00$110.00$8,470.00 22 21 3 0 . 5 0 1 WA T E R M G A L L O N S 72 $2 5 . 0 0 $1 , 8 0 0 . 0 0 $2 5 . 0 0 $1 , 8 0 0 . 0 0 $3 2 . 1 5 $2,314.80$35.00$2,520.00 23 22 1 1 . 5 0 1 AG G R E G A T E B A S E C L A S S 5 M O D TO N 28 9 0 $9 . 0 0 $2 6 , 0 1 0 . 0 0 $9 . 5 0 $2 7 , 4 5 5 . 0 0 $8.07$23,322.30$10.75$31,067.50 24 23 0 1 . 6 0 3 MU D J A C K I N G ( C U R B ) LI N F T 10 0 $2 0 . 0 0 $2 , 0 0 0 . 0 0 $1 0 . 0 0 $1 , 0 0 0 . 0 0 $5 3 . 5 8 $5,358.00$100.00$10,000.00 Page 1 Pr o j e c t : 0 1 4 9 4 - 3 4 - M O N T - 2 0 1 0 S t r e e t R e c o n s t r u c t i o n P r o j e c t En g i n e e r s E s t i m a t e Re d s t o n e C o n s t r u c t i o n Kn i f e R i v e r Northwest Asphalt, Inc. It e m N o . It e m Un i t s Qu a n t i t y Un i t P r i c e To t a l P r i c e Un i t P r i c e To t a l P r i c e Un i t P r i c e Total Price Unit Price Total Price 25 23 3 1 . 6 0 4 BI T U M I N O U S P A V E M E N T R E C L A M A T I O N SQ Y D 28 7 2 0 $2 . 5 0 $7 1 , 8 0 0 . 0 0 $2 . 7 7 $7 9 , 5 5 4 . 4 0 $4.43$127,229.60$1.40$40,208.00 26 23 5 7 . 5 0 2 BI T U M I N O U S M A T E R I A L F O R T A C K C O A T GA L L O N 14 7 0 $2 . 0 0 $2 , 9 4 0 . 0 0 $2 . 0 0 $2 , 9 4 0 . 0 0 $2.13$3,131.10$3.00$4,410.00 27 23 6 0 . 5 0 1 TY P E S P 1 2 . 5 W E A R I N G C O U R S E M I X T U R E ( 2 , B ) TO N 28 1 0 $5 2 . 0 0 $1 4 6 , 1 2 0 . 0 0 $5 2 . 0 0 $1 4 6 , 1 2 0 . 0 0 $4 7 . 1 7 $132,547.70$54.70$153,707.00 28 23 6 0 . 5 0 1 TY P E S P 1 2 . 5 W E A R I N G C O U R S E M I X T U R E ( 4 , B ) TO N 10 $5 6 . 0 0 $5 6 0 . 0 0 $9 0 . 0 0 $9 0 0 . 0 0 $8 6 . 9 0 $869.00$120.00$1,200.00 29 23 6 0 . 5 0 2 TY P E S P 1 2 . 5 N O N W E A R I N G C O U R S E M I X T U R E ( 2 , B ) TO N 36 7 0 $5 0 . 0 0 $1 8 3 , 5 0 0 . 0 0 $4 8 . 0 0 $1 7 6 , 1 6 0 . 0 0 $4 9 . 8 4 $182,912.80$50.80$186,436.00 30 23 6 0 . 5 0 2 TY P E S P 1 9 . 0 N O N W E A R I N G C O U R S E M I X T U R E ( 4 , B ) TO N 30 $5 4 . 0 0 $1 , 6 2 0 . 0 0 $8 0 . 0 0 $2 , 4 0 0 . 0 0 $6 7 . 5 0 $2,025.00$115.00$3,450.00 31 23 6 0 . 5 0 3 TY P E S P 9 . 5 W E A R I N G C O U R S E M I X ( 2 , B ) 1 . 5 " T H I C K SQ Y D 32 0 $8 . 0 0 $2 , 5 6 0 . 0 0 $7 . 1 4 $2 , 2 8 4 . 8 0 $1 3 . 4 2 $4,294.40$14.80$4,736.00 32 23 6 0 . 5 0 3 TY P E S P 9 . 5 N O N W E A R I N G C O U R S E M I X ( 2 , B ) 2 . 0 " T H I C K SQ Y D 32 0 $1 0 . 0 0 $3 , 2 0 0 . 0 0 $9 . 3 5 $2 , 9 9 2 . 0 0 $1 6 . 0 3 $5,129.60$18.80$6,016.00 33 25 0 4 . 6 0 2 IR R I G A T I O N S Y S T E M R E P A I R EA C H 15 $3 0 0 . 0 0 $4 , 5 0 0 . 0 0 $3 0 0 . 0 0 $4 , 5 0 0 . 0 0 $2 6 7 . 9 0 $4,018.50$100.00$1,500.00 34 25 0 6 . 5 2 2 AD J U S T F R A M E & R I N G C A S T I N G ( S A N I T A R Y ) EA C H 1 $3 5 0 . 0 0 $3 5 0 . 0 0 $3 8 3 . 0 0 $3 8 3 . 0 0 $2 7 5 . 0 0 $275.00$400.00$400.00 35 25 0 6 . 5 2 2 AD J U S T F R A M E & R I N G C A S T I N G ( S T O R M ) EA C H 19 $4 5 0 . 0 0 $8 , 5 5 0 . 0 0 $3 8 1 . 0 0 $7 , 2 3 9 . 0 0 $2 7 5 . 0 0 $5,225.00$400.00$7,600.00 36 25 2 1 . 5 0 1 4" C O N C R E T E W A L K SQ F T 16 5 5 $3 . 0 0 $4 , 9 6 5 . 0 0 $2 . 6 0 $4 , 3 0 3 . 0 0 $2.60$4,303.00$2.85$4,716.75 37 25 3 1 . 5 0 1 CO N C R E T E C U R B & G U T T E R D E S I G N B 6 1 8 LI N F T 64 2 8 $1 0 . 0 0 $6 4 , 2 8 0 . 0 0 $9 . 9 0 $6 3 , 6 3 7 . 2 0 $9.90$63,637.20$9.90$63,637.20 38 25 3 1 . 5 0 7 6" C O N C R E T E D R I V E W A Y P A V E M E N T SQ Y D 38 0 $4 1 . 0 0 $1 5 , 5 8 0 . 0 0 $3 8 . 0 0 $1 4 , 4 4 0 . 0 0 $3 2 . 0 0 $12,160.00$32.00$12,160.00 39 25 3 1 . 5 0 7 7" C O N C R E T E D R I V E W A Y P A V E M E N T SQ Y D 80 $4 3 . 0 0 $3 , 4 4 0 . 0 0 $4 4 . 0 0 $3 , 5 2 0 . 0 0 $3 8 . 0 0 $3,040.00$38.00$3,040.00 40 25 3 1 . 5 0 7 6" C O N C R E T E D R I V E W A Y P A V E M E N T H E SQ Y D 11 0 $5 0 . 0 0 $5 , 5 0 0 . 0 0 $4 0 . 0 0 $4 , 4 0 0 . 0 0 $3 4 . 0 5 $3,745.50$34.05$3,745.50 41 25 3 1 . 5 0 7 7" C O N C R E T E D R I V E W A Y P A V E M E N T H E SQ Y D 30 $5 2 . 0 0 $1 , 5 6 0 . 0 0 $4 6 . 0 0 $1 , 3 8 0 . 0 0 $4 0 . 0 5 $1,201.50$40.05$1,201.50 42 25 3 1 . 6 0 2 PE D E S T R I A N C U R B R A M P EA C H 1 $5 0 0 . 0 0 $5 0 0 . 0 0 $2 5 0 . 0 0 $2 5 0 . 0 0 $2 5 0 . 0 0 $250.00$260.00$260.00 43 25 3 1 . 6 1 8 TR U N C A T E D D O M E S SQ F T 10 $5 0 . 0 0 $5 0 0 . 0 0 $4 0 . 0 0 $4 0 0 . 0 0 $4 0 . 0 0 $400.00$40.00$400.00 44 25 4 0 . 6 0 2 IN S T A L L M A I L B O X S U P P O R T ( C L U S T E R ) EA C H 15 $3 5 0 . 0 0 $5 , 2 5 0 . 0 0 $1 5 0 . 0 0 $2 , 2 5 0 . 0 0 $1 5 0 . 0 0 $2,250.00$150.00$2,250.00 45 25 4 0 . 6 0 2 MA I L B O X EA C H 19 $5 0 . 0 0 $9 5 0 . 0 0 $2 0 . 0 0 $3 8 0 . 0 0 $2 0 . 0 0 $380.00$20.00$380.00 46 25 4 0 . 6 0 2 MA I L B O X ( T E M P O R A R Y ) EA C H 19 $2 0 . 0 0 $3 8 0 . 0 0 $2 5 . 0 0 $4 7 5 . 0 0 $2 0 . 0 0 $380.00$25.00$475.00 47 25 5 0 . 5 4 1 6' X 6 ' L O O P D E T E C T O R D E S I G N N M C EA C H 5 $1 , 0 0 0 . 0 0 $5 , 0 0 0 . 0 0 $2 6 2 . 0 0 $1 , 3 1 0 . 0 0 $2 6 2 . 0 0 $1,310.00$262.00$1,310.00 48 25 6 3 . 6 0 1 TR A F F I C C O N T R O L LU M P S U M 1 $1 5 , 0 0 0 . 0 0 $1 5 , 0 0 0 . 0 0 $4 , 4 0 0 . 0 0 $4 , 4 0 0 . 0 0 $4 , 4 0 0 . 0 0 $4,400.00$7,400.00$7,400.00 49 25 6 4 . 5 3 1 SI G N P A N E L S T Y P E C SQ F T 12 3 $3 2 . 0 0 $3 , 9 3 6 . 0 0 $4 3 . 5 0 $5 , 3 5 0 . 5 0 $4 3 . 5 0 $5,350.50$32.00$3,936.00 50 25 6 4 . 6 0 2 FU R N I S H & I N S T A L L S I G N P A N E L T Y P E D EA C H 12 $3 0 0 . 0 0 $3 , 6 0 0 . 0 0 $1 5 0 . 0 0 $1 , 8 0 0 . 0 0 $1 5 0 . 0 0 $1,800.00$325.00$3,900.00 51 25 6 5 . 6 0 2 SP L I C E L O O P D E T E C T O R EA C H 1 $1 , 5 0 0 . 0 0 $1 , 5 0 0 . 0 0 $5 9 . 0 0 $5 9 . 0 0 $5 9 . 0 0 $59.00$59.00$59.00 52 25 6 5 . 6 0 3 4" N O N - M E T A L L I C C O N D U I T LI N F T 12 8 0 $4 . 0 0 $5 , 1 2 0 . 0 0 $2 . 7 5 $3 , 5 2 0 . 0 0 $2.75$3,520.00$2.75$3,520.00 53 25 6 5 . 6 0 3 IN S T A L L 4 " N O N - M E T A L L I C C O N D U I T LI N F T 12 8 0 $2 . 5 0 $3 , 2 0 0 . 0 0 $5 . 6 0 $7 , 1 6 8 . 0 0 $5.60$7,168.00$5.60$7,168.00 54 25 7 1 . 5 0 2 DE C I D U O U S T R E E 2 . 5 " C A L B & B TR E E 31 $3 5 0 . 0 0 $1 0 , 8 5 0 . 0 0 $4 0 0 . 0 0 $1 2 , 4 0 0 . 0 0 $2 9 4 . 6 9 $9,135.39$210.00$6,510.00 55 25 7 2 . 5 0 1 TE M P O R A R Y F E N C E LI N F T 47 0 $1 . 8 5 $8 6 9 . 5 0 $2 . 0 0 $9 4 0 . 0 0 $1.35$634.50$1.35$634.50 56 25 7 3 . 5 0 2 SI L T F E N C E , T Y P E M A C H I N E S L I C E D LI N F T 15 0 $2 . 0 0 $3 0 0 . 0 0 $1 . 8 5 $2 7 7 . 5 0 $1.85$277.50$1.85$277.50 57 25 7 3 . 5 3 0 ST O R M D R A I N I N L E T P R O T E C T I O N EA C H 45 $2 2 5 . 0 0 $1 0 , 1 2 5 . 0 0 $1 0 0 . 0 0 $4 , 5 0 0 . 0 0 $1 0 7 . 1 6 $4,822.20$200.00$9,000.00 58 25 7 5 . 5 0 1 SE E D I N G AC R E 0. 1 5 $1 , 8 0 0 . 0 0 $2 7 0 . 0 0 $4 , 7 9 0 . 0 0 $7 1 8 . 5 0 $4 , 7 9 0 . 0 0 $718.50$4,790.00$718.50 59 25 7 5 . 5 0 2 SE E D M I X T U R E 2 4 0 PO U N D 20 $5 . 0 0 $1 0 0 . 0 0 $2 . 2 8 $4 5 . 6 0 $2.28$45.60$2.28$45.60 Page 2 Pr o j e c t : 0 1 4 9 4 - 3 4 - M O N T - 2 0 1 0 S t r e e t R e c o n s t r u c t i o n P r o j e c t En g i n e e r s E s t i m a t e Re d s t o n e C o n s t r u c t i o n Kn i f e R i v e r Northwest Asphalt, Inc. It e m N o . It e m Un i t s Qu a n t i t y Un i t P r i c e To t a l P r i c e Un i t P r i c e To t a l P r i c e Un i t P r i c e Total Price Unit Price Total Price 60 25 7 5 . 5 0 5 SO D D I N G T Y P E S A L T R E S I S T A N T SQ Y D 75 0 0 $3 . 0 0 $2 2 , 5 0 0 . 0 0 $2 . 4 0 $1 8 , 0 0 0 . 0 0 $2.40$18,000.00$2.40$18,000.00 61 25 7 5 . 5 3 2 FE R T I L I Z E R T Y P E 2 PO U N D 23 0 $0 . 5 0 $1 1 5 . 0 0 $0 . 6 5 $1 4 9 . 5 0 $0.65$149.50$0.65$149.50 62 25 7 5 . 5 6 0 HY D R A U L I C S O I L S T A B I L I Z E R T Y P E 5 PO U N D 38 7 0 $0 . 5 0 $1 , 9 3 5 . 0 0 $0 . 7 5 $2 , 9 0 2 . 5 0 $0.75$2,902.50$0.75$2,902.50 63 25 8 2 . 5 0 2 4" S O L I D L I N E W H I T E - E P O X Y LI N F T 20 9 0 $1 . 0 0 $2 , 0 9 0 . 0 0 $0 . 9 0 $1 , 8 8 1 . 0 0 $0.90$1,881.00$0.90$1,881.00 64 25 8 2 . 5 0 2 12 " S O L I D L I N E W H I T E - E P O X Y LI N F T 26 4 $0 . 9 0 $2 3 7 . 6 0 $5 . 5 0 $1 , 4 5 2 . 0 0 $5.50$1,452.00$5.50$1,452.00 To t a l S C H E D U L E A - S T R E E T I M P R O V E M E N T S ( R I V E R S T R E E T A N D S I D E S T R E E T S ) : $9 7 6 , 8 5 9 . 3 5 $9 0 2 , 1 3 3 . 9 0 $958,548.79 $941,596.55 SC H E D U L E B - S A N I T A R Y S E W E R I M P R O V E M E N T S ( R I V E R S T R E E T A N D S I D E S T R E E T S ) 65 21 0 4 . 5 0 1 RE M O V E S E W E R P I P E ( S A N I T A R Y ) LI N F T 25 3 0 $8 . 0 0 $2 0 , 2 4 0 . 0 0 $0 . 0 1 $2 5 . 3 0 $2.50$6,325.00$10.00$25,300.00 66 21 0 4 . 5 0 1 RE M O V E S A N I T A R Y S E R V I C E P I P E LI N F T 14 4 0 $3 . 5 0 $5 , 0 4 0 . 0 0 $0 . 0 1 $1 4 . 4 0 $4.50$6,480.00$3.00$4,320.00 67 21 0 4 . 5 0 9 RE M O V E D R O P I N L E T EA C H 1 $3 0 0 . 0 0 $3 0 0 . 0 0 $2 1 8 . 0 0 $2 1 8 . 0 0 $4 5 0 . 0 0 $450.00$400.00$400.00 68 21 0 4 . 5 0 9 RE M O V E M A N H O L E ( S A N I T A R Y ) EA C H 7 $6 5 0 . 0 0 $4 , 5 5 0 . 0 0 $2 7 2 . 0 0 $1 , 9 0 4 . 0 0 $4 2 5 . 0 0 $2,975.00$400.00$2,800.00 69 21 0 4 . 5 0 9 RE M O V E C A S T I N G A S S E M B L Y EA C H 3 $8 0 . 0 0 $2 4 0 . 0 0 $1 0 8 . 0 0 $3 2 4 . 0 0 $1 2 5 . 0 0 $375.00$100.00$300.00 70 21 0 5 . 5 2 2 SE L E C T G R A N U L A R B O R R O W ( C V ) CU Y D 27 $1 0 . 0 0 $2 7 0 . 0 0 $1 0 . 0 0 $2 7 0 . 0 0 $2 1 . 3 0 $575.10$10.75$290.25 71 21 0 5 . 6 0 1 DE W A T E R I N G LU M P S U M 1 $2 5 , 0 0 0 . 0 0 $2 5 , 0 0 0 . 0 0 $3 0 , 0 0 0 . 0 0 $3 0 , 0 0 0 . 0 0 $5 4 , 7 1 2 . 1 7 $54,712.17$52,000.00$52,000.00 72 22 1 1 . 5 0 1 AG G R E G A T E B A S E C L A S S 5 M O D TO N 10 $9 . 0 0 $9 0 . 0 0 $1 0 . 0 0 $1 0 0 . 0 0 $1 9 . 1 8 $191.80$12.75$127.50 73 23 3 1 . 6 0 4 BI T U M I N O U S P A V E M E N T R E C L A M A T I O N SQ Y D 24 $2 . 5 0 $6 0 . 0 0 $1 0 . 0 0 $2 4 0 . 0 0 $1 0 . 0 0 $240.00$15.75$378.00 74 23 5 7 . 5 0 2 BI T U M I N O U S M A T E R I A L F O R T A C K C O A T GA L L O N 2 $2 . 0 0 $4 . 0 0 $3 7 . 0 0 $7 4 . 0 0 $2.13$4.26$10.00$20.00 75 23 6 0 . 5 0 1 TY P E S P 1 2 . 5 W E A R I N G C O U R S E M I X T U R E ( 2 , B ) TO N 2 $5 2 . 0 0 $1 0 4 . 0 0 $1 1 2 . 0 0 $2 2 4 . 0 0 $1 0 0 . 4 6 $200.92$300.00$600.00 76 23 6 0 . 5 0 2 TY P E S P 1 2 . 5 N O N W E A R I N G C O U R S E M I X T U R E ( 2 , B ) TO N 3 $5 0 . 0 0 $1 5 0 . 0 0 $1 1 2 . 0 0 $3 3 6 . 0 0 $9 6 . 1 3 $288.39$250.00$750.00 77 24 5 1 . 6 0 1 GR A N U L A R F O U N D A T I O N A N D / O R B E D D I N G CU Y D 80 $1 0 . 0 0 $8 0 0 . 0 0 $3 8 . 1 0 $3 , 0 4 8 . 0 0 $2 4 . 5 0 $1,960.00$20.75$1,660.00 78 25 0 1 . 6 0 5 CH E M I C A L G R O U T GA L L O N 6 $4 0 0 . 0 0 $2 , 4 0 0 . 0 0 $6 2 5 . 0 0 $3 , 7 5 0 . 0 0 $6 4 6 . 8 8 $3,881.28$640.00$3,840.00 79 25 0 3 . 5 1 1 10 " D U C T I L E I R O N P I P E S E W E R C L 5 2 LI N F T 12 $6 0 . 0 0 $7 2 0 . 0 0 $1 0 3 . 0 0 $1 , 2 3 6 . 0 0 $6 9 . 3 0 $831.60$66.50$798.00 80 25 0 3 . 5 4 1 10 " P V C P I P E S E W E R D E S I G N P R E S S U R E - D R 2 5 LI N F T 44 0 $5 6 . 0 0 $2 4 , 6 4 0 . 0 0 $2 7 . 3 0 $1 2 , 0 1 2 . 0 0 $2 5 . 6 4 $11,281.60$23.38$10,287.20 81 25 0 3 . 6 0 1 SA N I T A R Y S E W E R B Y P A S S LU M P S U M 1 $4 0 , 0 0 0 . 0 0 $4 0 , 0 0 0 . 0 0 $2 0 , 0 0 0 . 0 0 $2 0 , 0 0 0 . 0 0 $1 7 , 5 4 0 . 0 0 $17,540.00$10,000.00$10,000.00 82 25 0 3 . 6 0 2 CO N N E C T T O E X I S T I N G S A N I T A R Y S E W E R EA C H 40 $8 0 0 . 0 0 $3 2 , 0 0 0 . 0 0 $1 2 8 . 0 0 $5 , 1 2 0 . 0 0 $7 5 0 . 0 0 $30,000.00$630.00$25,200.00 83 25 0 3 . 6 0 2 CO N N E C T T O E X I S T I N G M A N H O L E S ( S A N ) EA C H 4 $1 , 1 0 0 . 0 0 $4 , 4 0 0 . 0 0 $4 5 7 . 0 0 $1 , 8 2 8 . 0 0 $1 , 2 5 0 . 0 0 $5,000.00$1,200.00$4,800.00 84 25 0 3 . 6 0 2 CO N N E C T T O E X I S T I N G S A N I T A R Y S E W E R S E R V I C E EA C H 53 $3 5 0 . 0 0 $1 8 , 5 5 0 . 0 0 $9 7 . 9 0 $5 , 1 8 8 . 7 0 $1 3 3 . 1 5 $7,056.95$300.00$15,900.00 85 25 0 3 . 6 0 2 CH I M N E Y S E A L S EA C H 11 $1 5 0 . 0 0 $1 , 6 5 0 . 0 0 $2 0 7 . 0 0 $2 , 2 7 7 . 0 0 $2 6 7 . 8 7 $2,946.57$190.00$2,090.00 86 25 0 3 . 6 0 2 8" X 6 " P V C W Y E EA C H 17 $1 2 0 . 0 0 $2 , 0 4 0 . 0 0 $1 1 5 . 0 0 $1 , 9 5 5 . 0 0 $2 1 2 . 7 6 $3,616.92$76.00$1,292.00 87 25 0 3 . 6 0 2 10 " X 6 " P V C W Y E EA C H 33 $1 5 0 . 0 0 $4 , 9 5 0 . 0 0 $1 9 6 . 0 0 $6 , 4 6 8 . 0 0 $2 7 5 . 6 7 $9,097.11$163.00$5,379.00 88 25 0 3 . 6 0 2 12 " X 6 " P V C W Y E EA C H 3 $1 8 5 . 0 0 $5 5 5 . 0 0 $2 6 1 . 0 0 $7 8 3 . 0 0 $3 1 5 . 1 8 $945.54$190.00$570.00 89 25 0 3 . 6 0 2 LA T E R A L G R O U T I N G EA C H 5 $1 , 0 0 0 . 0 0 $5 , 0 0 0 . 0 0 $7 9 2 . 0 0 $3 , 9 6 0 . 0 0 $8 1 9 . 7 2 $4,098.60$800.00$4,000.00 90 25 0 3 . 6 0 3 LI N I N G S E W E R P I P E 8 " LI N F T 24 0 3 $5 0 . 0 0 $1 2 0 , 1 5 0 . 0 0 $2 7 . 0 0 $6 4 , 8 8 1 . 0 0 $2 7 . 9 5 $67,163.85$27.50$66,082.50 91 25 0 3 . 6 0 3 LI N I N G S E W E R P I P E 1 0 " LI N F T 84 8 $5 5 . 0 0 $4 6 , 6 4 0 . 0 0 $3 1 . 0 0 $2 6 , 2 8 8 . 0 0 $3 2 . 0 9 $27,212.32$31.65$26,839.20 92 25 0 3 . 6 0 3 LI N I N G S E W E R P I P E 1 2 " LI N F T 92 $7 5 . 0 0 $6 , 9 0 0 . 0 0 $1 2 1 . 0 0 $1 1 , 1 3 2 . 0 0 $1 2 5 . 2 4 $11,522.08$35.70$3,284.40 Page 3 Pr o j e c t : 0 1 4 9 4 - 3 4 - M O N T - 2 0 1 0 S t r e e t R e c o n s t r u c t i o n P r o j e c t En g i n e e r s E s t i m a t e Re d s t o n e C o n s t r u c t i o n Kn i f e R i v e r Northwest Asphalt, Inc. It e m N o . It e m Un i t s Qu a n t i t y Un i t P r i c e To t a l P r i c e Un i t P r i c e To t a l P r i c e Un i t P r i c e Total Price Unit Price Total Price 93 25 0 3 . 6 0 3 6" P V C P I P E S E W E R - S D R 2 6 LI N F T 13 9 3 $2 3 . 0 0 $3 2 , 0 3 9 . 0 0 $2 2 . 3 0 $3 1 , 0 6 3 . 9 0 $2 1 . 7 8 $30,339.54$28.23$39,324.39 94 25 0 3 . 6 0 3 SA N I T A R Y S E W E R I N S P E C T I O N ( T E L E V I S I N G ) LI N F T 53 1 5 $1 . 5 0 $7 , 9 7 2 . 5 0 $1 . 0 0 $5 , 3 1 5 . 0 0 $1.09$5,793.35$0.75$3,986.25 95 25 0 3 . 6 0 3 8" P V C P I P E S E W E R - S D R 3 5 LI N F T 59 3 $2 8 . 0 0 $1 6 , 6 0 4 . 0 0 $4 1 . 4 0 $2 4 , 5 5 0 . 2 0 $3 2 . 0 9 $19,029.37$28.20$16,722.60 96 25 0 3 . 6 0 3 10 " P V C P I P E S E W E R - S D R 3 5 LI N F T 13 9 9 $3 5 . 0 0 $4 8 , 9 6 5 . 0 0 $3 7 . 5 0 $5 2 , 4 6 2 . 5 0 $3 0 . 1 6 $42,193.84$35.58$49,776.42 97 25 0 3 . 6 0 3 12 " P V C P I P E S E W E R - S D R 3 5 LI N F T 31 9 $4 5 . 0 0 $1 4 , 3 5 5 . 0 0 $3 4 . 1 0 $1 0 , 8 7 7 . 9 0 $2 6 . 1 8 $8,351.42$34.57$11,027.83 98 25 0 6 . 5 1 6 CA S T I N G A S S E M B L Y ( S A N I T A R Y ) EA C H 10 $4 5 0 . 0 0 $4 , 5 0 0 . 0 0 $6 6 8 . 0 0 $6 , 6 8 0 . 0 0 $5 3 9 . 4 4 $5,394.40$585.00$5,850.00 99 25 0 6 . 5 2 2 AD J U S T F R A M E & R I N G C A S T I N G ( S A N I T A R Y ) EA C H 2 $3 5 0 . 0 0 $7 0 0 . 0 0 $3 8 0 . 0 0 $7 6 0 . 0 0 $2 7 5 . 0 0 $550.00$400.00$800.00 10 0 25 0 6 . 6 0 1 CO N S T R U C T L I F T S T A T I O N LU M P S U M 1 $1 2 0 , 0 0 0 . 0 0 $1 2 0 , 0 0 0 . 0 0 $9 1 , 0 0 0 . 0 0 $9 1 , 0 0 0 . 0 0 $1 6 4 , 0 0 0 . 0 0 $164,000.00$93,400.00$93,400.00 10 1 25 0 6 . 6 0 2 RE C O N S T R U C T S A N I T A R Y M A N H O L E S EA C H 4 $5 0 0 . 0 0 $2 , 0 0 0 . 0 0 $1 , 2 7 0 . 0 0 $5 , 0 8 0 . 0 0 $1 , 1 0 0 . 0 0 $4,400.00$1,500.00$6,000.00 10 2 25 0 6 . 6 0 3 CO N S T R U C T 1 0 " O U T S I D E D R O P LI N F T 5. 9 $2 9 0 . 0 0 $1 , 7 1 1 . 0 0 $3 8 1 . 0 0 $2 , 2 4 7 . 9 0 $4 5 4 . 7 0 $2,682.73$350.00$2,065.00 10 3 25 0 6 . 6 0 3 CO N S T 4 8 " D I A S A N S E W E R M A N H O L E LI N F T 96 . 8 5 $1 8 0 . 0 0 $1 7 , 4 3 3 . 0 0 $1 9 6 . 0 0 $1 8 , 9 8 2 . 6 0 $1 8 3 . 0 0 $17,723.55$182.00$17,626.70 10 4 25 7 3 . 5 0 2 SI L T F E N C E , T Y P E M A C H I N E S L I C E D LI N F T 16 6 $2 . 0 0 $3 3 2 . 0 0 $1 . 8 5 $3 0 7 . 1 0 $1.85$307.10$1.85$307.10 10 5 25 7 5 . 5 0 5 SO D D I N G T Y P E S A L T R E S I S T A N T SQ Y D 16 5 $3 . 0 0 $4 9 5 . 0 0 $2 . 4 0 $3 9 6 . 0 0 $2.40$396.00$2.40$396.00 To t a l S C H E D U L E B - S A N I T A R Y S E W E R I M P R O V E M EN T S ( R I V E R S T R E E T A N D S I D E S T R E E T S ) : $6 3 4 , 5 4 9 . 5 0 $4 5 3 , 3 7 9 . 5 0 $578,133.36 $516,590.34 SC H E D U L E C - W A T E R M A I N I M P R O V E M E N T S ( R I V E R S T R E E T A N D S I D E S T R E E T S ) 10 6 21 0 3 . 5 0 7 DI S C O N N E C T W A T E R S E R V I C E EA C H 17 $1 5 0 . 0 0 $2 , 5 5 0 . 0 0 $1 0 9 . 0 0 $1 , 8 5 3 . 0 0 $5 0 . 0 0 $850.00$100.00$1,700.00 10 7 21 0 4 . 5 0 1 RE M O V E W A T E R M A I N LI N F T 25 1 0 $1 0 . 0 0 $2 5 , 1 0 0 . 0 0 $2 . 2 0 $5 , 5 2 2 . 0 0 $4.35$10,918.50$5.00$12,550.00 10 8 21 0 4 . 5 0 1 RE M O V E W A T E R S E R V I C E P I P E LI N F T 12 7 0 $3 . 7 5 $4 , 7 6 2 . 5 0 $0 . 0 1 $1 2 . 7 0 $2.75$3,492.50$3.00$3,810.00 10 9 21 0 4 . 5 0 9 RE M O V E H Y D R A N T EA C H 6 $4 5 0 . 0 0 $2 , 7 0 0 . 0 0 $1 6 3 . 0 0 $9 7 8 . 0 0 $3 0 0 . 0 0 $1,800.00$150.00$900.00 11 0 21 0 4 . 5 0 9 RE M O V E C U R B S T O P & B O X EA C H 26 $1 2 5 . 0 0 $3 , 2 5 0 . 0 0 $2 7 . 2 0 $7 0 7 . 2 0 $7 5 . 0 0 $1,950.00$75.00$1,950.00 11 1 21 0 4 . 5 0 9 RE M O V E G A T E V A L V E & B O X EA C H 15 $2 0 0 . 0 0 $3 , 0 0 0 . 0 0 $5 4 . 3 0 $8 1 4 . 5 0 $2 0 0 . 0 0 $3,000.00$75.00$1,125.00 11 2 21 0 4 . 5 2 3 SA L V A G E G A T E V A L V E EA C H 2 $2 5 0 . 0 0 $5 0 0 . 0 0 $1 0 9 . 0 0 $2 1 8 . 0 0 $1 7 5 . 0 0 $350.00$75.00$150.00 11 3 21 0 4 . 5 2 3 SA L V A G E H Y D R A N T EA C H 1 $4 5 0 . 0 0 $4 5 0 . 0 0 $2 1 8 . 0 0 $2 1 8 . 0 0 $2 3 5 . 0 0 $235.00$400.00$400.00 11 4 24 5 1 . 6 0 1 GR A N U L A R F O U N D A T I O N A N D / O R B E D D I N G CU Y D 80 $1 0 . 0 0 $8 0 0 . 0 0 $2 7 . 2 0 $2 , 1 7 6 . 0 0 $2 4 . 5 0 $1,960.00$20.75$1,660.00 11 5 25 0 4 . 6 0 1 TE M P O R A R Y W A T E R S E R V I C E LU M P S U M 1 $7 , 5 0 0 . 0 0 $7 , 5 0 0 . 0 0 $5 , 9 9 0 . 0 0 $5 , 9 9 0 . 0 0 $1 1 , 8 5 4 . 0 0 $11,854.00$7,200.00$7,200.00 11 6 25 0 4 . 6 0 2 RE C O N N E C T W A T E R S E R V I C E EA C H 17 $3 5 0 . 0 0 $5 , 9 5 0 . 0 0 $1 3 6 . 0 0 $2 , 3 1 2 . 0 0 $2 2 0 . 7 0 $3,751.90$200.00$3,400.00 11 7 25 0 4 . 6 0 2 CO N N E C T T O E X I S T I N G W A T E R M A I N EA C H 15 $1 , 0 0 0 . 0 0 $1 5 , 0 0 0 . 0 0 $3 2 7 . 0 0 $4 , 9 0 5 . 0 0 $9 7 5 . 0 0 $14,625.00$300.00$4,500.00 11 8 25 0 4 . 6 0 2 IN S T A L L H Y D R A N T EA C H 8 $2 , 0 0 0 . 0 0 $1 6 , 0 0 0 . 0 0 $2 , 8 3 0 . 0 0 $2 2 , 6 4 0 . 0 0 $2 , 6 9 0 . 6 2 $21,524.96$2,620.00$20,960.00 11 9 25 0 4 . 6 0 2 AD J U S T V A L V E B O X EA C H 2 $5 0 0 . 0 0 $1 , 0 0 0 . 0 0 $2 1 8 . 0 0 $4 3 6 . 0 0 $2 1 5 . 0 0 $430.00$225.00$450.00 12 0 25 0 4 . 6 0 2 1" C O R P O R A T I O N S T O P EA C H 40 $1 5 0 . 0 0 $6 , 0 0 0 . 0 0 $9 9 . 0 0 $3 , 9 6 0 . 0 0 $1 6 5 . 6 2 $6,624.80$114.00$4,560.00 12 1 25 0 4 . 6 0 2 6" G A T E V A L V E A N D B O X EA C H 18 $1 , 0 0 0 . 0 0 $1 8 , 0 0 0 . 0 0 $1 , 1 1 0 . 0 0 $1 9 , 9 8 0 . 0 0 $1 , 0 2 1 . 4 1 $18,385.38$960.00$17,280.00 12 2 25 0 4 . 6 0 2 8" G A T E V A L V E A N D B O X EA C H 10 $1 , 3 0 0 . 0 0 $1 3 , 0 0 0 . 0 0 $1 , 6 2 0 . 0 0 $1 6 , 2 0 0 . 0 0 $1 , 3 4 0 . 9 3 $13,409.30$1,245.00$12,450.00 12 3 25 0 4 . 6 0 2 12 " X 8 " W E T T A P EA C H 1 $2 , 8 0 0 . 0 0 $2 , 8 0 0 . 0 0 $2 , 6 3 0 . 0 0 $2 , 6 3 0 . 0 0 $3 , 5 8 4 . 7 9 $3,584.79$3,170.00$3,170.00 12 4 25 0 4 . 6 0 2 1" C U R B S T O P & B O X EA C H 23 $2 2 5 . 0 0 $5 , 1 7 5 . 0 0 $2 2 8 . 0 0 $5 , 2 4 4 . 0 0 $2 6 0 . 4 3 $5,989.89$206.00$4,738.00 12 5 25 0 4 . 6 0 2 IN S T A L L S A L V A G E D H Y D R A N T EA C H 1 $5 0 0 . 0 0 $5 0 0 . 0 0 $3 9 5 . 0 0 $3 9 5 . 0 0 $4 6 9 . 0 1 $469.01$1,635.00$1,635.00 Page 4 Pr o j e c t : 0 1 4 9 4 - 3 4 - M O N T - 2 0 1 0 S t r e e t R e c o n s t r u c t i o n P r o j e c t En g i n e e r s E s t i m a t e Re d s t o n e C o n s t r u c t i o n Kn i f e R i v e r Northwest Asphalt, Inc. It e m N o . It e m Un i t s Qu a n t i t y Un i t P r i c e To t a l P r i c e Un i t P r i c e To t a l P r i c e Un i t P r i c e Total Price Unit Price Total Price 12 6 25 0 4 . 6 0 3 1" T Y P E K C O P P E R P I P E LI N F T 81 0 $2 3 . 0 0 $1 8 , 6 3 0 . 0 0 $2 5 . 2 0 $2 0 , 4 1 2 . 0 0 $3 0 . 8 2 $24,964.20$25.50$20,655.00 12 7 25 0 4 . 6 0 3 6" W A T E R M A I N D U C T I L E I R O N C L 5 2 LI N F T 19 9 $2 9 . 0 0 $5 , 7 7 1 . 0 0 $2 7 . 6 0 $5 , 4 9 2 . 4 0 $2 9 . 7 7 $5,924.23$29.25$5,820.75 12 8 25 0 4 . 6 0 3 8" W A T E R M A I N D U C T I L E I R O N C L 5 2 LI N F T 33 8 7 $3 2 . 0 0 $1 0 8 , 3 8 4 . 0 0 $3 0 . 3 0 $1 0 2 , 6 2 6 . 1 0 $3 1 . 7 8 $107,638.86$33.76$114,345.12 12 9 25 0 4 . 6 0 4 4" P O L Y S T Y R E N E I N S U L A T I O N SQ Y D 19 0 $2 8 . 0 0 $5 , 3 2 0 . 0 0 $3 1 . 6 0 $6 , 0 0 4 . 0 0 $2 4 . 8 9 $4,729.10$30.00$5,700.00 13 0 25 0 4 . 6 0 8 DU C T I L E I R O N F I T T I N G S PO U N D 45 9 0 $3 . 0 0 $1 3 , 7 7 0 . 0 0 $3 . 0 5 $1 3 , 9 9 9 . 5 0 $2.82$12,943.80$2.15$9,868.50 To t a l S C H E D U L E C - W A T E R M A I N I M P R O V E M E N T S ( R I V E R S T R E E T A N D S I D E S T R E E T S ) : $2 8 5 , 9 1 2 . 5 0 $2 4 5 , 7 2 5 . 4 0 $281,405.22 $260,977.37 SC H E D U L E D - S T O R M S E W E R I M P R O V E M E N T S ( R I V E R S T R E E T A N D S I D E S T R E E T S ) 13 1 21 0 4 . 5 0 1 RE M O V E P I P E D R A I N LI N F T 23 0 $1 . 5 0 $3 4 5 . 0 0 $5 . 4 5 $1 , 2 5 3 . 5 0 $4.50$1,035.00$5.00$1,150.00 13 2 21 0 4 . 5 0 1 RE M O V E S E W E R P I P E ( S T O R M ) LI N F T 99 0 $8 . 0 0 $7 , 9 2 0 . 0 0 $8 . 7 0 $8 , 6 1 3 . 0 0 $8.75$8,662.50$5.00$4,950.00 13 3 21 0 4 . 5 0 9 RE M O V E P I P E A P R O N EA C H 1 $2 7 5 . 0 0 $2 7 5 . 0 0 $1 6 5 . 0 0 $1 6 5 . 0 0 $7 5 0 . 0 0 $750.00$200.00$200.00 13 4 21 0 4 . 5 0 9 RE M O V E M A N H O L E O R C A T C H B A S I N EA C H 21 $2 5 0 . 0 0 $5 , 2 5 0 . 0 0 $2 4 5 . 0 0 $5 , 1 4 5 . 0 0 $4 3 5 . 0 0 $9,135.00$350.00$7,350.00 13 5 21 0 4 . 5 0 9 RE M O V E C A S T I N G A S S E M B L Y EA C H 3 $8 0 . 0 0 $2 4 0 . 0 0 $1 0 8 . 0 0 $3 2 4 . 0 0 $1 2 5 . 0 0 $375.00$100.00$300.00 13 6 21 0 4 . 5 2 3 SA L V A G E A N D R E I N S T A L L C A T C H B A S I N EA C H 1 $1 , 5 0 0 . 0 0 $1 , 5 0 0 . 0 0 $6 5 4 . 0 0 $6 5 4 . 0 0 $5 7 5 . 0 0 $575.00$1,200.00$1,200.00 13 7 21 0 5 . 6 0 4 GE O T E X T I L E F A B R IC T Y P E I V SQ Y D 20 $2 . 0 0 $4 0 . 0 0 $2 . 1 5 $4 3 . 0 0 $3.50$70.00$3.00$60.00 13 8 24 5 1 . 6 0 1 GR A N U L A R F O U N D A T I O N A N D / O R B E D D I N G CU Y D 23 0 $1 0 . 0 0 $2 , 3 0 0 . 0 0 $2 7 . 2 0 $6 , 2 5 6 . 0 0 $2 4 . 5 0 $5,635.00$20.75$4,772.50 13 9 25 0 1 . 5 1 5 15 " R C P I P E A P R O N EA C H 1 $4 5 0 . 0 0 $4 5 0 . 0 0 $4 4 7 . 0 0 $4 4 7 . 0 0 $1 , 0 9 3 . 7 6 $1,093.76$480.00$480.00 14 0 25 0 1 . 6 0 2 TR A S H G U A R D F O R 1 5 " P I P E A P R O N EA C H 1 $4 0 0 . 0 0 $4 0 0 . 0 0 $2 6 3 . 0 0 $2 6 3 . 0 0 $2 3 0 . 2 3 $230.23$240.00$240.00 14 1 25 0 1 . 6 0 2 TR A S H G U A R D F O R 3 6 " P I P E A P R O N EA C H 1 $8 0 0 . 0 0 $8 0 0 . 0 0 $1 , 0 3 0 . 0 0 $1 , 0 3 0 . 0 0 $2 5 5 . 2 3 $255.23$921.00$921.00 14 2 25 0 1 . 6 0 2 36 " R C P I P E A P R O N W / P I L I N G EA C H 1 $2 , 1 0 0 . 0 0 $2 , 1 0 0 . 0 0 $2 , 4 0 0 . 0 0 $2 , 4 0 0 . 0 0 $2 , 1 7 9 . 5 8 $2,179.58$4,786.00$4,786.00 14 3 25 0 2 . 5 4 1 6" P E R F P E P I P E D R A I N LI N F T 65 0 $1 0 . 0 0 $6 , 5 0 0 . 0 0 $9 . 8 0 $6 , 3 7 0 . 0 0 $1 5 . 0 4 $9,776.00$11.00$7,150.00 14 4 25 0 3 . 5 4 1 12 " R C P I P E S E W E R D E S I G N 3 0 0 6 C L A S S V LI N F T 10 2 $2 7 . 0 0 $2 , 7 5 4 . 0 0 $6 3 . 6 0 $6 , 4 8 7 . 2 0 $5 5 . 6 5 $5,676.30$40.60$4,141.20 14 5 25 0 3 . 5 4 1 15 " R C P I P E S E W E R D E S I G N 3 0 0 6 C L A S S V LI N F T 52 2 $2 8 . 0 0 $1 4 , 6 1 6 . 0 0 $3 9 . 1 0 $2 0 , 4 1 0 . 2 0 $4 8 . 0 4 $25,076.88$34.67$18,097.74 14 6 25 0 3 . 5 4 1 18 " R C P I P E S E W E R D E S I G N 3 0 0 6 C L A S S I I I LI N F T 92 $2 9 . 0 0 $2 , 6 6 8 . 0 0 $2 8 . 1 0 $2 , 5 8 5 . 2 0 $2 9 . 4 3 $2,707.56$30.59$2,814.28 14 7 25 0 3 . 5 4 1 24 " R C P I P E S E W E R D E S I G N 3 0 0 6 C L A S S I I I LI N F T 34 2 $3 9 . 0 0 $1 3 , 3 3 8 . 0 0 $3 6 . 2 0 $1 2 , 3 8 0 . 4 0 $3 4 . 4 7 $11,788.74$34.93$11,946.06 14 8 25 0 3 . 5 4 1 36 " R C P I P E S E W E R D E S I G N 3 0 0 6 C L A S S I I I LI N F T 90 $6 2 . 0 0 $5 , 5 8 0 . 0 0 $6 4 . 8 0 $5 , 8 3 2 . 0 0 $9 1 . 4 5 $8,230.50$59.77$5,379.30 14 9 25 0 3 . 5 7 3 RE P A I R S T O R M S E W E R EA C H 3 $1 , 2 0 0 . 0 0 $3 , 6 0 0 . 0 0 $5 4 4 . 0 0 $1 , 6 3 2 . 0 0 $1 , 5 7 5 . 7 2 $4,727.16$1,000.00$3,000.00 15 0 25 0 3 . 6 0 2 CO N N E C T T O E X I S T I N G S T O R M S E W E R EA C H 22 $5 0 0 . 0 0 $1 1 , 0 0 0 . 0 0 $2 1 8 . 0 0 $4 , 7 9 6 . 0 0 $6 5 0 . 0 0 $14,300.00$630.00$13,860.00 15 1 25 0 3 . 6 0 2 CO N S T R U C T I O N J O I N T EA C H 8 $6 5 0 . 0 0 $5 , 2 0 0 . 0 0 $4 9 0 . 0 0 $3 , 9 2 0 . 0 0 $6 8 5 . 0 0 $5,480.00$1,000.00$8,000.00 15 2 25 0 3 . 6 0 2 CO N N E C T I N T O E X I S T I N G D R A I N A G E S T R U C T U R E EA C H 11 $6 5 0 . 0 0 $7 , 1 5 0 . 0 0 $3 8 1 . 0 0 $4 , 1 9 1 . 0 0 $8 5 0 . 0 0 $9,350.00$630.00$6,930.00 15 3 25 0 3 . 6 0 3 ST O R M S E W E R I N S P E C T I O N ( T E L E V I S I N G ) LI N F T 10 5 8 $2 . 0 0 $2 , 1 1 6 . 0 0 $1 . 0 0 $1 , 0 5 8 . 0 0 $1.09$1,153.22$1.05$1,110.90 15 4 25 0 6 . 5 0 1 CO N S T R U C T D R A I N A G E S T R U C T U R E D E S I G N G LI N F T 1 $3 5 0 . 0 0 $3 5 0 . 0 0 $3 0 9 . 0 0 $3 0 9 . 0 0 $1 , 2 3 3 . 0 0 $1,233.00$500.00$500.00 15 5 25 0 6 . 5 0 1 CO N S T R U C T D R A I N A G E S T R U C T U R E D E S I G N 4 8 - 4 0 2 0 LI N F T 84 . 1 4 $2 5 0 . 0 0 $2 1 , 0 3 5 . 0 0 $2 1 0 . 0 0 $1 7 , 6 6 9 . 4 0 $2 0 3 . 0 0 $17,080.42$210.00$17,669.40 15 6 25 0 6 . 5 0 1 CO N S T R U C T D R A I N A G E S T R U C T U R E D E S I G N 6 0 - 4 0 2 0 LI N F T 14 . 6 1 $4 4 0 . 0 0 $6 , 4 2 8 . 4 0 $2 5 0 . 0 0 $3 , 6 5 2 . 5 0 $2 8 9 . 0 0 $4,222.29$305.00$4,456.05 15 7 25 0 6 . 5 0 2 CO N S T R U C T D R A I N A G E S T R U C T U R E D E S I G N S P E C I A L 1 EA C H 11 $1 , 2 0 0 . 0 0 $1 3 , 2 0 0 . 0 0 $1 , 3 5 0 . 0 0 $1 4 , 8 5 0 . 0 0 $1 , 1 8 3 . 0 0 $13,013.00$1,150.00$12,650.00 15 8 25 0 6 . 5 1 6 CA S T I N G A S S E M B L Y ( S T O R M ) EA C H 13 $5 0 0 . 0 0 $6 , 5 0 0 . 0 0 $5 8 0 . 0 0 $7 , 5 4 0 . 0 0 $5 4 1 . 3 0 $7,036.90$475.00$6,175.00 Page 5 Pr o j e c t : 0 1 4 9 4 - 3 4 - M O N T - 2 0 1 0 S t r e e t R e c o n s t r u c t i o n P r o j e c t En g i n e e r s E s t i m a t e Re d s t o n e C o n s t r u c t i o n Kn i f e R i v e r Northwest Asphalt, Inc. It e m N o . It e m Un i t s Qu a n t i t y Un i t P r i c e To t a l P r i c e Un i t P r i c e To t a l P r i c e Un i t P r i c e Total Price Unit Price Total Price 15 9 25 0 6 . 5 2 2 AD J U S T F R A M E & R I N G C A S T I N G ( S T O R M ) EA C H 20 $4 5 0 . 0 0 $9 , 0 0 0 . 0 0 $3 8 1 . 0 0 $7 , 6 2 0 . 0 0 $2 7 5 . 0 0 $5,500.00$400.00$8,000.00 16 0 25 0 6 . 6 0 2 RE C O N S T R U C T D R A I N A G E S T R U C T U R E EA C H 1 $1 , 5 0 0 . 0 0 $1 , 5 0 0 . 0 0 $1 , 2 0 0 . 0 0 $1 , 2 0 0 . 0 0 $7 5 0 . 0 0 $750.00$1,200.00$1,200.00 16 1 25 1 1 . 5 0 1 RA N D O M R I P R A P C L A S S I V - G R O U T E D CU Y D 10 $1 3 5 . 0 0 $1 , 3 5 0 . 0 0 $1 9 0 . 0 0 $1 , 9 0 0 . 0 0 $1 1 5 . 0 0 $1,150.00$125.00$1,250.00 To t a l S C H E D U L E D - S T O R M S E W E R I M P R O V E M E N T S ( R I V E R S T R E E T A N D S I D E S T R E E T S ) : $1 5 5 , 5 0 5 . 4 0 $1 5 0 , 9 9 6 . 4 0 $178,248.27 $160,739.43 SC H E D U L E E - P R A I R I E R O A D I M P R O V E M E N T S 16 2 20 2 1 . 5 0 1 MO B I L I Z A T I O N LU M P S U M 1 $1 0 , 0 0 0 . 0 0 $1 0 , 0 0 0 . 0 0 $2 , 0 0 0 . 0 0 $2 , 0 0 0 . 0 0 $1 2 , 3 3 4 . 4 5 $12,334.45$6,000.00$6,000.00 16 3 21 0 3 . 5 0 5 DI S C O N N E C T S E W E R S E R V I C E EA C H 4 $1 0 0 . 0 0 $4 0 0 . 0 0 $2 0 0 . 0 0 $8 0 0 . 0 0 $1 2 5 . 0 0 $500.00$100.00$400.00 16 4 21 0 4 . 5 0 1 RE M O V E P I P E C U L V E R T S LI N F T 56 0 $9 . 0 0 $5 , 0 4 0 . 0 0 $3 . 2 5 $1 , 8 2 0 . 0 0 $4.50$2,520.00$6.00$3,360.00 16 5 21 0 4 . 5 0 1 RE M O V E S E W E R P I P E ( S T O R M ) LI N F T 70 $8 . 0 0 $5 6 0 . 0 0 $8 . 7 5 $6 1 2 . 5 0 $6.35$444.50$10.00$700.00 16 6 21 0 4 . 5 0 1 RE M O V E C U R B A N D G U T T E R LI N F T 10 0 $3 . 5 0 $3 5 0 . 0 0 $2 . 5 0 $2 5 0 . 0 0 $1.25$125.00$3.00$300.00 16 7 21 0 4 . 5 0 1 RE M O V E S A N I T A R Y S E R V I C E P I P E LI N F T 10 5 $3 . 5 0 $3 6 7 . 5 0 $0 . 0 1 $1 . 0 5 $4.50$472.50$3.00$315.00 16 8 21 0 4 . 5 0 5 RE M O V E C O N C R E T E D R I V E W A Y P A V E M E N T SQ Y D 90 $3 . 5 0 $3 1 5 . 0 0 $5 . 0 0 $4 5 0 . 0 0 $4.00$360.00$4.00$360.00 16 9 21 0 4 . 5 0 5 RE M O V E B I T U M I N O U S D R I V E W A Y P A V E M E N T SQ Y D 58 5 $2 . 5 0 $1 , 4 6 2 . 5 0 $3 . 0 0 $1 , 7 5 5 . 0 0 $1.25$731.25$2.00$1,170.00 17 0 21 0 4 . 5 0 5 RE M O V E B I T U M I N O U S P A V E M E N T SQ Y D 48 7 5 $3 . 0 0 $1 4 , 6 2 5 . 0 0 $1 . 2 5 $6 , 0 9 3 . 7 5 $3.46$16,867.50$0.15$731.25 17 1 21 0 4 . 5 0 9 RE M O V E M A I L B O X S U P P O R T EA C H 16 $5 0 . 0 0 $8 0 0 . 0 0 $2 0 . 0 0 $3 2 0 . 0 0 $2 0 . 0 0 $320.00$20.00$320.00 17 2 21 0 4 . 5 0 9 RE M O V E M A I L B O X EA C H 16 $3 0 . 0 0 $4 8 0 . 0 0 $1 0 . 0 0 $1 6 0 . 0 0 $1 0 . 0 0 $160.00$10.00$160.00 17 3 21 0 4 . 5 1 1 SA W I N G C O N C R E T E P A V E M E N T ( F U L L D E P T H ) LI N F T 20 $5 . 0 0 $1 0 0 . 0 0 $1 0 . 0 0 $2 0 0 . 0 0 $2 5 . 0 0 $500.00$4.00$80.00 17 4 21 0 4 . 5 1 3 SA W I N G B I T U M I N O U S P A V E M E N T ( F U L L D E P T H ) LI N F T 40 0 $2 . 5 0 $1 , 0 0 0 . 0 0 $2 . 7 5 $1 , 1 0 0 . 0 0 $4.50$1,800.00$2.00$800.00 17 5 21 0 4 . 5 2 3 SA L V A G E S I G N EA C H 13 $3 0 . 0 0 $3 9 0 . 0 0 $2 5 . 0 0 $3 2 5 . 0 0 $2 5 . 0 0 $325.00$25.00$325.00 17 6 21 0 5 . 5 0 1 CO M M O N E X C A V A T I O N CU Y D 85 5 0 $6 . 0 0 $5 1 , 3 0 0 . 0 0 $5 . 0 0 $4 2 , 7 5 0 . 0 0 $4.70$40,185.00$5.90$50,445.00 17 7 21 0 5 . 5 0 7 SU B G R A D E E X C A V A T I O N ( E V ) CU Y D 50 0 $1 0 . 0 0 $5 , 0 0 0 . 0 0 $5 . 0 0 $2 , 5 0 0 . 0 0 $1.00$500.00$7.00$3,500.00 17 8 21 0 5 . 5 2 2 SE L E C T G R A N U L A R B O R R O W ( C V ) CU Y D 55 2 0 $1 0 . 0 0 $5 5 , 2 0 0 . 0 0 $1 0 . 2 5 $5 6 , 5 8 0 . 0 0 $4.00$22,080.00$10.30$56,856.00 17 9 21 0 5 . 6 0 4 GE O T E X T I L E F A B R IC T Y P E I V SQ Y D 18 $2 . 0 0 $3 6 . 0 0 $5 . 0 0 $9 0 . 0 0 $2.14$38.52$3.00$54.00 18 0 21 1 2 . 5 0 1 SU B G R A D E P R E P A R A T I O N RO A D S T A 16 . 1 $2 5 0 . 0 0 $4 , 0 2 5 . 0 0 $1 9 0 . 0 0 $3 , 0 5 9 . 0 0 $1 0 0 . 0 0 $1,610.00$150.00$2,415.00 18 1 21 2 3 . 6 1 0 ST R E E T S W E E P E R ( W I T H P I C K U P B R O O M ) HO U R 20 $1 0 5 . 0 0 $2 , 1 0 0 . 0 0 $1 0 0 . 0 0 $2 , 0 0 0 . 0 0 $9 0 . 0 0 $1,800.00$110.00$2,200.00 18 2 21 3 0 . 5 0 1 WA T E R M G A L L O N S 25 $2 5 . 0 0 $6 2 5 . 0 0 $2 5 . 0 0 $6 2 5 . 0 0 $3 2 . 1 5 $803.75$25.00$625.00 18 3 22 1 1 . 5 0 1 AG G R E G A T E B A S E C L A S S 5 M O D TO N 22 5 0 $9 . 0 0 $2 0 , 2 5 0 . 0 0 $9 . 5 0 $2 1 , 3 7 5 . 0 0 $4.59$10,327.50$10.75$24,187.50 18 4 23 5 7 . 5 0 2 BI T U M I N O U S M A T E R I A L F O R T A C K C O A T GA L L O N 30 0 $2 . 0 0 $6 0 0 . 0 0 $2 . 0 2 $6 0 6 . 0 0 $2.01$603.00$3.00$900.00 18 5 23 6 0 . 5 0 1 TY P E S P 1 2 . 5 W E A R I N G C O U R S E M I X T U R E ( 2 , B ) TO N 71 5 $5 2 . 0 0 $3 7 , 1 8 0 . 0 0 $5 2 . 0 0 $3 7 , 1 8 0 . 0 0 $4 7 . 2 7 $33,798.05$54.80$39,182.00 18 6 23 6 0 . 5 0 2 TY P E S P 1 2 . 5 N O N W E A R I N G C O U R S E M I X T U R E ( 2 , B ) TO N 71 5 $5 0 . 0 0 $3 5 , 7 5 0 . 0 0 $5 0 . 0 0 $3 5 , 7 5 0 . 0 0 $5 0 . 1 5 $35,857.25$51.05$36,500.75 18 7 23 6 0 . 5 0 3 TY P E S P 9 . 5 W E A R I N G C O U R S E M I X ( 2 , B ) 1 . 5 " T H I C K SQ Y D 40 $8 . 0 0 $3 2 0 . 0 0 $8 . 4 5 $3 3 8 . 0 0 $1 6 . 8 2 $672.80$14.80$592.00 18 8 23 6 0 . 5 0 3 TY P E S P 9 . 5 N O N W E A R I N G C O U R S E M I X ( 2 , B ) 2 . 0 " T H I C K SQ Y D 55 $7 . 5 0 $4 1 2 . 5 0 $1 0 . 5 0 $5 7 7 . 5 0 $1 5 . 0 9 $829.95$18.80$1,034.00 18 9 25 0 1 . 5 1 5 15 " R C P I P E A P R O N EA C H 1 $4 5 0 . 0 0 $4 5 0 . 0 0 $4 4 5 . 0 0 $4 4 5 . 0 0 $5 6 8 . 6 2 $568.62$480.00$480.00 19 0 25 0 1 . 6 0 2 TR A S H G U A R D F O R 1 5 " P I P E A P R O N EA C H 1 $4 0 0 . 0 0 $4 0 0 . 0 0 $2 6 3 . 0 0 $2 6 3 . 0 0 $2 0 5 . 2 3 $205.23$240.00$240.00 19 1 25 0 1 . 6 0 2 TR A S H G U A R D F O R 3 6 " P I P E A P R O N EA C H 1 $8 0 0 . 0 0 $8 0 0 . 0 0 $1 , 0 3 0 . 0 0 $1 , 0 3 0 . 0 0 $2 8 0 . 2 3 $280.23$921.00$921.00 Page 6 Pr o j e c t : 0 1 4 9 4 - 3 4 - M O N T - 2 0 1 0 S t r e e t R e c o n s t r u c t i o n P r o j e c t En g i n e e r s E s t i m a t e Re d s t o n e C o n s t r u c t i o n Kn i f e R i v e r Northwest Asphalt, Inc. It e m N o . It e m Un i t s Qu a n t i t y Un i t P r i c e To t a l P r i c e Un i t P r i c e To t a l P r i c e Un i t P r i c e Total Price Unit Price Total Price 19 2 25 0 1 . 6 0 2 36 " R C P I P E A P R O N W / P I L I N G EA C H 1 $2 , 1 0 0 . 0 0 $2 , 1 0 0 . 0 0 $2 , 4 0 0 . 0 0 $2 , 4 0 0 . 0 0 $1 , 5 7 9 . 7 2 $1,579.72$1,936.00$1,936.00 19 3 25 0 2 . 5 4 1 6" P E R F P E P I P E D R A I N LI N F T 53 0 $5 . 0 0 $2 , 6 5 0 . 0 0 $9 . 8 0 $5 , 1 9 4 . 0 0 $1 2 . 3 1 $6,524.30$11.00$5,830.00 19 4 25 0 3 . 5 4 1 15 " R C P I P E S E W E R D E S I G N 3 0 0 6 C L A S S V LI N F T 80 9 $2 5 . 0 0 $2 0 , 2 2 5 . 0 0 $2 6 . 4 0 $2 1 , 3 5 7 . 6 0 $2 7 . 0 2 $21,859.18$29.30$23,703.70 19 5 25 0 3 . 5 4 1 18 " R C P I P E S E W E R D E S I G N 3 0 0 6 C L A S S I I I LI N F T 31 7 $2 9 . 0 0 $9 , 1 9 3 . 0 0 $2 8 . 1 0 $8 , 9 0 7 . 7 0 $2 8 . 9 4 $9,173.98$29.93$9,487.81 19 6 25 0 3 . 5 4 1 21 " R C P I P E S E W E R D E S I G N 3 0 0 6 C L A S S I I I LI N F T 23 0 $3 2 . 0 0 $7 , 3 6 0 . 0 0 $2 9 . 7 0 $6 , 8 3 1 . 0 0 $3 0 . 3 5 $6,980.50$32.30$7,429.00 19 7 25 0 3 . 5 4 1 24 " R C P I P E S E W E R D E S I G N 3 0 0 6 C L A S S I I I LI N F T 56 4 $3 9 . 0 0 $2 1 , 9 9 6 . 0 0 $3 1 . 0 0 $1 7 , 4 8 4 . 0 0 $3 2 . 3 5 $18,245.40$34.10$19,232.40 19 8 25 0 3 . 5 4 1 36 " R C P I P E S E W E R D E S I G N 3 0 0 6 C L A S S I I I LI N F T 26 $6 2 . 0 0 $1 , 6 1 2 . 0 0 $6 3 . 0 0 $1 , 6 3 8 . 0 0 $5 9 . 1 6 $1,538.16$59.77$1,554.02 19 9 25 0 3 . 6 0 2 CO N N E C T S E W E R S E R V I C E EA C H 4 $3 5 0 . 0 0 $1 , 4 0 0 . 0 0 $6 5 . 4 0 $2 6 1 . 6 0 $7 9 . 3 5 $317.40$250.00$1,000.00 20 0 25 0 3 . 6 0 2 CO N N E C T I N T O E X I S T I N G D R A I N A G E S T R U C T U R E EA C H 1 $6 5 0 . 0 0 $6 5 0 . 0 0 $3 7 9 . 0 0 $3 7 9 . 0 0 $8 5 0 . 0 0 $850.00$650.00$650.00 20 1 25 0 3 . 6 0 2 CH I M N E Y S E A L S EA C H 8 $1 5 0 . 0 0 $1 , 2 0 0 . 0 0 $2 1 8 . 0 0 $1 , 7 4 4 . 0 0 $2 6 7 . 8 7 $2,142.96$190.00$1,520.00 20 2 25 0 3 . 6 0 3 4" P V C P I P E S E W E R - S D R 2 6 LI N F T 10 5 $1 5 . 0 0 $1 , 5 7 5 . 0 0 $2 4 . 0 0 $2 , 5 2 0 . 0 0 $3 0 . 1 9 $3,169.95$26.20$2,751.00 20 3 25 0 3 . 6 0 3 ST O R M S E W E R I N S P E C T I O N ( T E L E V I S I N G ) LI N F T 19 4 6 $2 . 0 0 $3 , 8 9 2 . 0 0 $1 . 0 0 $1 , 9 4 6 . 0 0 $1.09$2,121.14$1.05$2,043.30 20 4 25 0 4 . 6 0 2 AD J U S T V A L V E B O X EA C H 12 $5 0 0 . 0 0 $6 , 0 0 0 . 0 0 $2 1 8 . 0 0 $2 , 6 1 6 . 0 0 $2 1 5 . 0 0 $2,580.00$220.00$2,640.00 20 5 25 0 6 . 5 0 1 CO N S T R U C T D R A I N A G E S T R U C T U R E D E S I G N 4 8 - 4 0 2 0 LI N F T 81 . 4 2 $2 5 0 . 0 0 $2 0 , 3 5 5 . 0 0 $2 6 8 . 0 0 $2 1 , 8 2 0 . 5 6 $2 1 3 . 0 0 $17,342.46$221.00$17,993.82 20 6 25 0 6 . 5 0 1 CO N S T R U C T D R A I N A G E S T R U C T U R E D E S I G N 8 4 - 4 0 2 0 LI N F T 8. 0 4 $5 0 0 . 0 0 $4 , 0 2 0 . 0 0 $5 6 0 . 0 0 $4 , 5 0 2 . 4 0 $4 8 3 . 0 0 $3,883.32$512.00$4,116.48 20 7 25 0 6 . 5 0 2 CO N S T R U C T D R A I N A G E S T R U C T U R E D E S I G N S P E C I A L 1 EA C H 9 $1 , 2 0 0 . 0 0 $1 0 , 8 0 0 . 0 0 $1 , 3 8 0 . 0 0 $1 2 , 4 2 0 . 0 0 $1 , 1 8 3 . 0 0 $10,647.00$1,180.00$10,620.00 20 8 25 0 6 . 5 1 6 CA S T I N G A S S E M B L Y ( S T O R M ) EA C H 18 $5 0 0 . 0 0 $9 , 0 0 0 . 0 0 $4 8 9 . 0 0 $8 , 8 0 2 . 0 0 $5 4 1 . 3 0 $9,743.40$475.00$8,550.00 20 9 25 0 6 . 5 2 2 AD J U S T F R A M E & R I N G C A S T I N G ( S A N I T A R Y ) EA C H 5 $3 5 0 . 0 0 $1 , 7 5 0 . 0 0 $3 8 1 . 0 0 $1 , 9 0 5 . 0 0 $2 7 5 . 0 0 $1,375.00$400.00$2,000.00 21 0 25 0 6 . 5 2 2 AD J U S T F R A M E & R I N G C A S T I N G ( S T O R M ) EA C H 1 $3 5 0 . 0 0 $3 5 0 . 0 0 $3 8 3 . 0 0 $3 8 3 . 0 0 $2 7 5 . 0 0 $275.00$400.00$400.00 21 1 25 0 6 . 6 0 2 RE C O N S T R U C T S A N I T A R Y M A N H O L E S EA C H 3 $1 , 5 0 0 . 0 0 $4 , 5 0 0 . 0 0 $7 6 2 . 0 0 $2 , 2 8 6 . 0 0 $8 5 0 . 0 0 $2,550.00$1,500.00$4,500.00 21 2 25 1 1 . 6 0 9 FI E L D S T O N E R I P R A P C L A S S I V TO N 25 $6 5 . 0 0 $1 , 6 2 5 . 0 0 $5 4 . 5 0 $1 , 3 6 2 . 5 0 $6 5 . 0 0 $1,625.00$50.00$1,250.00 21 3 25 3 1 . 5 0 1 CO N C R E T E C U R B & G U T T E R D E S I G N B 6 1 8 LI N F T 30 9 0 $1 0 . 0 0 $3 0 , 9 0 0 . 0 0 $8 . 6 0 $2 6 , 5 7 4 . 0 0 $8.60$26,574.00$8.60$26,574.00 21 4 25 3 1 . 5 0 7 6" C O N C R E T E D R I V E W A Y P A V E M E N T SQ Y D 52 $4 1 . 0 0 $2 , 1 3 2 . 0 0 $3 7 . 2 5 $1 , 9 3 7 . 0 0 $3 1 . 2 5 $1,625.00$34.75$1,807.00 21 5 25 3 1 . 5 0 7 6" C O N C R E T E D R I V E W A Y P A V E M E N T H E SQ Y D 20 8 $4 4 . 0 0 $9 , 1 5 2 . 0 0 $3 9 . 4 8 $8 , 2 1 1 . 8 4 $3 3 . 4 8 $6,963.84$37.00$7,696.00 21 6 25 4 0 . 6 0 2 IN S T A L L M A I L B O X S U P P O R T ( C L U S T E R ) EA C H 5 $3 5 0 . 0 0 $1 , 7 5 0 . 0 0 $1 5 0 . 0 0 $7 5 0 . 0 0 $1 5 0 . 0 0 $750.00$150.00$750.00 21 7 25 4 0 . 6 0 2 MA I L B O X EA C H 16 $5 0 . 0 0 $8 0 0 . 0 0 $2 0 . 0 0 $3 2 0 . 0 0 $2 0 . 0 0 $320.00$20.00$320.00 21 8 25 4 0 . 6 0 2 MA I L B O X ( T E M P O R A R Y ) EA C H 16 $2 0 . 0 0 $3 2 0 . 0 0 $2 5 . 0 0 $4 0 0 . 0 0 $2 0 . 0 0 $320.00$25.00$400.00 21 9 25 6 3 . 6 0 1 TR A F F I C C O N T R O L LU M P S U M 1 $2 , 5 0 0 . 0 0 $2 , 5 0 0 . 0 0 $1 , 0 0 0 . 0 0 $1 , 0 0 0 . 0 0 $1 , 0 0 0 . 0 0 $1,000.00$2,200.00$2,200.00 22 0 25 6 4 . 5 3 1 SI G N P A N E L S T Y P E C SQ F T 67 . 2 5 $3 2 . 0 0 $2 , 1 5 2 . 0 0 $3 2 . 5 0 $2 , 1 8 5 . 6 3 $3 2 . 5 0 $2,185.63$32.00$2,152.00 22 1 25 6 4 . 6 0 2 FU R N I S H & I N S T A L L S I G N P A N E L T Y P E D EA C H 8 $3 0 0 . 0 0 $2 , 4 0 0 . 0 0 $7 5 . 0 0 $6 0 0 . 0 0 $7 5 . 0 0 $600.00$325.00$2,600.00 22 2 25 6 5 . 6 0 3 4" N O N - M E T A L L I C C O N D U I T LI N F T 80 $4 . 0 0 $3 2 0 . 0 0 $2 . 7 5 $2 2 0 . 0 0 $2.75$220.00$2.75$220.00 22 3 25 6 5 . 6 0 3 IN S T A L L 4 " N O N - M E T A L L I C C O N D U I T LI N F T 80 $2 . 5 0 $2 0 0 . 0 0 $5 . 6 0 $4 4 8 . 0 0 $5.60$448.00$5.60$448.00 22 4 25 7 3 . 5 0 2 SI L T F E N C E , T Y P E M A C H I N E S L I C E D LI N F T 50 0 $2 . 0 0 $1 , 0 0 0 . 0 0 $1 . 8 5 $9 2 5 . 0 0 $1.85$925.00$1.85$925.00 22 5 25 7 3 . 5 3 0 ST O R M D R A I N I N L E T P R O T E C T I O N EA C H 27 $2 2 5 . 0 0 $6 , 0 7 5 . 0 0 $1 0 0 . 0 0 $2 , 7 0 0 . 0 0 $1 0 7 . 1 6 $2,893.32$200.00$5,400.00 22 6 25 7 3 . 6 0 2 TE M P O R A R Y R O C K C O N S T R U C T I O N E N T R A N C E EA C H 6 $7 5 0 . 0 0 $4 , 5 0 0 . 0 0 $5 0 0 . 0 0 $3 , 0 0 0 . 0 0 $5 3 5 . 7 9 $3,214.74$700.00$4,200.00 Page 7 Pr o j e c t : 0 1 4 9 4 - 3 4 - M O N T - 2 0 1 0 S t r e e t R e c o n s t r u c t i o n P r o j e c t En g i n e e r s E s t i m a t e Re d s t o n e C o n s t r u c t i o n Kn i f e R i v e r Northwest Asphalt, Inc. It e m N o . It e m Un i t s Qu a n t i t y Un i t P r i c e To t a l P r i c e Un i t P r i c e To t a l P r i c e Un i t P r i c e Total Price Unit Price Total Price 22 7 25 7 3 . 6 0 3 BI O R O L L LI N F T 25 0 $6 . 5 0 $1 , 6 2 5 . 0 0 $3 . 6 5 $9 1 2 . 5 0 $3.65$912.50$3.65$912.50 22 8 25 7 5 . 5 0 1 SE E D I N G AC R E 0. 1 $1 , 0 0 0 . 0 0 $1 0 0 . 0 0 $2 , 5 0 0 . 0 0 $2 5 0 . 0 0 $2 , 5 0 0 . 0 0 $250.00$2,500.00$250.00 22 9 25 7 5 . 5 0 5 SO D D I N G T Y P E S A L T R E S I S T A N T SQ Y D 52 5 0 $3 . 0 0 $1 5 , 7 5 0 . 0 0 $2 . 4 0 $1 2 , 6 0 0 . 0 0 $2.40$12,600.00$4.40$23,100.00 23 0 25 7 5 . 5 2 3 ER O S I O N C O N T R O L B L A N K E T S C A T E G O R Y 3 SQ Y D 75 $3 . 0 0 $2 2 5 . 0 0 $1 . 0 5 $7 8 . 7 5 $1.05$78.75$1.05$78.75 23 1 25 7 5 . 5 3 2 FE R T I L I Z E R T Y P E 2 PO U N D 21 7 $0 . 5 0 $1 0 8 . 5 0 $0 . 6 5 $1 4 1 . 0 5 $0.65$141.05$0.65$141.05 23 2 25 7 5 . 5 6 0 HY D R A U L I C S O I L S T A B I L I Z E R T Y P E 5 PO U N D 27 2 0 $0 . 5 0 $1 , 3 6 0 . 0 0 $0 . 7 5 $2 , 0 4 0 . 0 0 $0.75$2,040.00$0.75$2,040.00 23 3 25 7 5 . 6 0 8 BW S R S E E D M I X T U R E N O . W 4 PO U N D 7 $5 0 . 0 0 $3 5 0 . 0 0 $6 . 7 5 $4 7 . 2 5 $6.75$47.25$6.75$47.25 To t a l S C H E D U L E E - P R A I R I E R O A D I M P R O V E M E N T S : $4 6 6 , 3 1 1 . 0 0 $4 1 3 , 1 5 7 . 1 8 $376,253.05 $446,622.58 SC H E D U L E F - A L T E R N A T E N O . 1 ( W A L N U T S T R E E T C O N N E C T I O N ) 23 4 20 2 1 . 5 0 1 MO B I L I Z A T I O N LU M P S U M 1 $2 , 4 0 0 . 0 0 $2 , 4 0 0 . 0 0 $1 , 2 5 0 . 0 0 $1 , 2 5 0 . 0 0 $7 5 0 . 0 0 $750.00$4,200.00$4,200.00 23 5 21 0 4 . 5 0 1 RE M O V E S E W E R P I P E ( S T O R M ) LI N F T 60 $8 . 0 0 $4 8 0 . 0 0 $6 . 5 5 $3 9 3 . 0 0 $6.85$411.00$12.00$720.00 23 6 21 0 4 . 5 0 1 RE M O V E C U R B A N D G U T T E R LI N F T 34 0 $2 . 5 0 $8 5 0 . 0 0 $2 . 0 0 $6 8 0 . 0 0 $1.25$425.00$2.00$680.00 23 7 21 0 4 . 5 0 3 RE M O V E C O N C R E T E W A L K SQ F T 52 0 $1 . 0 0 $5 2 0 . 0 0 $0 . 5 0 $2 6 0 . 0 0 $0.65$338.00$0.25$130.00 23 8 21 0 4 . 5 0 9 RE M O V E M A N H O L E O R C A T C H B A S I N EA C H 2 $2 5 0 . 0 0 $5 0 0 . 0 0 $2 1 8 . 0 0 $4 3 6 . 0 0 $4 3 5 . 0 0 $870.00$400.00$800.00 23 9 21 0 5 . 5 0 1 CO M M O N E X C A V A T I O N CU Y D 29 6 0 $8 . 0 0 $2 3 , 6 8 0 . 0 0 $5 . 0 0 $1 4 , 8 0 0 . 0 0 $4.70$13,912.00$6.10$18,056.00 24 0 21 0 5 . 5 2 5 TO P S O I L B O R R O W ( C V ) CU Y D 10 0 $2 0 . 0 0 $2 , 0 0 0 . 0 0 $1 2 . 0 0 $1 , 2 0 0 . 0 0 $1 5 . 0 0 $1,500.00$14.95$1,495.00 24 1 25 0 3 . 5 4 1 15 " R C P I P E S E W E R D E S I G N 3 0 0 6 C L A S S V LI N F T 99 $2 5 . 0 0 $2 , 4 7 5 . 0 0 $2 6 . 0 0 $2 , 5 7 4 . 0 0 $3 3 . 7 9 $3,345.21$31.44$3,112.56 24 2 25 0 6 . 5 0 1 CO N S T R U C T D R A I N A G E S T R U C T U R E D E S I G N 4 8 - 4 0 2 0 LI N F T 14 . 7 2 $2 5 0 . 0 0 $3 , 6 8 0 . 0 0 $2 6 8 . 0 0 $3 , 9 4 4 . 9 6 $2 3 3 . 0 0 $3,429.76$261.00$3,841.92 24 3 25 0 6 . 5 0 2 CO N S T R U C T D R A I N A G E S T R U C T U R E D E S I G N S P E C I A L 1 EA C H 1 $1 , 2 0 0 . 0 0 $1 , 2 0 0 . 0 0 $1 , 3 8 0 . 0 0 $1 , 3 8 0 . 0 0 $1 , 2 3 3 . 0 0 $1,233.00$1,190.00$1,190.00 24 4 25 0 6 . 5 1 6 CA S T I N G A S S E M B L Y ( S T O R M ) EA C H 4 $5 0 0 . 0 0 $2 , 0 0 0 . 0 0 $4 5 1 . 0 0 $1 , 8 0 4 . 0 0 $5 4 1 . 3 0 $2,165.20$475.00$1,900.00 24 5 25 0 6 . 6 0 2 CO N N E C T I N T O E X I S T I N G D R A I N A G E S T R U C T U R E EA C H 1 $6 5 0 . 0 0 $6 5 0 . 0 0 $3 7 9 . 0 0 $3 7 9 . 0 0 $1 , 2 5 0 . 0 0 $1,250.00$630.00$630.00 24 6 25 2 1 . 5 0 1 4" C O N C R E T E W A L K SQ F T 52 0 $3 . 0 0 $1 , 5 6 0 . 0 0 $2 . 9 0 $1 , 5 0 8 . 0 0 $2.90$1,508.00$3.15$1,638.00 24 7 25 3 1 . 5 0 1 CO N C R E T E C U R B & G U T T E R D E S I G N B 6 1 8 LI N F T 34 0 $1 0 . 0 0 $3 , 4 0 0 . 0 0 $1 4 . 5 0 $4 , 9 3 0 . 0 0 $1 4 . 5 0 $4,930.00$14.50$4,930.00 24 8 25 6 4 . 5 3 1 SI G N P A N E L S T Y P E C SQ F T 6. 2 5 $3 2 . 0 0 $2 0 0 . 0 0 $3 6 . 5 0 $2 2 8 . 1 3 $3 6 . 5 0 $228.13$40.00$250.00 24 9 25 6 4 . 6 0 2 FU R N I S H & I N S T A L L S I G N P A N E L T Y P E D EA C H 1 $3 0 0 . 0 0 $3 0 0 . 0 0 $7 5 . 0 0 $7 5 . 0 0 $1 5 0 . 0 0 $150.00$325.00$325.00 25 0 25 7 3 . 5 3 0 ST O R M D R A I N I N L E T P R O T E C T I O N EA C H 5 $2 2 5 . 0 0 $1 , 1 2 5 . 0 0 $1 5 0 . 0 0 $7 5 0 . 0 0 $1 0 7 . 1 6 $535.80$200.00$1,000.00 25 1 25 7 5 . 5 0 5 SO D D I N G T Y P E S A L T R E S I S T A N T SQ Y D 82 0 $3 . 0 0 $2 , 4 6 0 . 0 0 $2 . 4 0 $1 , 9 6 8 . 0 0 $2.40$1,968.00$4.40$3,608.00 25 2 25 7 5 . 5 3 2 FE R T I L I Z E R T Y P E 2 PO U N D 30 $0 . 5 0 $1 5 . 0 0 $0 . 6 5 $1 9 . 5 0 $0.65$19.50$0.65$19.50 25 3 25 7 5 . 5 6 0 HY D R A U L I C S O I L S T A B I L I Z E R T Y P E 5 PO U N D 42 0 $0 . 5 0 $2 1 0 . 0 0 $0 . 7 5 $3 1 5 . 0 0 $0.75$315.00$0.75$315.00 25 4 25 8 2 . 5 0 2 12 " S O L I D L I N E W H I T E - E P O X Y LI N F T 12 $0 . 9 0 $1 0 . 8 0 $5 . 5 0 $6 6 . 0 0 $5.50$66.00$5.50$66.00 To t a l S C H E D U L E F - A L T E R N A T E N O . 1 ( W A L N U T S T R E E T C O N N E C T I O N ) : $4 9 , 7 1 5 . 8 0 $3 8 , 9 6 0 . 5 9 $39,349.60 $48,906.98 SC H E D U L E G - A L T E R N A T E N O . 2 ( T H I R D S T R E E T P A R K I N G L O T ) 25 5 20 2 1 . 5 0 1 MO B I L I Z A T I O N LU M P S U M 1 $3 , 6 0 0 . 0 0 $3 , 6 0 0 . 0 0 $3 , 5 0 0 . 0 0 $3 , 5 0 0 . 0 0 $4 , 2 9 4 . 1 8 $4,294.18$4,600.00$4,600.00 25 6 21 0 4 . 5 0 1 RE M O V E C U R B A N D G U T T E R LI N F T 41 0 $2 . 5 0 $1 , 0 2 5 . 0 0 $1 . 9 0 $7 7 9 . 0 0 $1.25$512.50$2.00$820.00 25 7 21 0 4 . 5 0 5 RE M O V E B I T U M I N O U S P A V E M E N T SQ Y D 33 3 0 $4 . 0 0 $1 3 , 3 2 0 . 0 0 $1 . 2 5 $4 , 1 6 2 . 5 0 $1.30$4,329.00$0.34$1,132.20 Page 8 Pr o j e c t : 0 1 4 9 4 - 3 4 - M O N T - 2 0 1 0 S t r e e t R e c o n s t r u c t i o n P r o j e c t En g i n e e r s E s t i m a t e Re d s t o n e C o n s t r u c t i o n Kn i f e R i v e r Northwest Asphalt, Inc. It e m N o . It e m Un i t s Qu a n t i t y Un i t P r i c e To t a l P r i c e Un i t P r i c e To t a l P r i c e Un i t P r i c e Total Price Unit Price Total Price 25 8 21 0 5 . 5 0 1 CO M M O N E X C A V A T I O N CU Y D 80 $8 . 0 0 $6 4 0 . 0 0 $1 0 . 0 0 $8 0 0 . 0 0 $7.00$560.00$9.10$728.00 25 9 21 0 5 . 5 0 7 SU B G R A D E E X C A V A T I O N ( E V ) CU Y D 10 $9 . 5 0 $9 5 . 0 0 $1 0 . 0 0 $1 0 0 . 0 0 $3.00$30.00$9.10$91.00 26 0 21 1 2 . 6 0 4 SU B G R A D E P R E P A R A T I O N SQ Y D 33 3 0 $1 . 5 0 $4 , 9 9 5 . 0 0 $0 . 7 5 $2 , 4 9 7 . 5 0 $0.66$2,197.80$0.50$1,665.00 26 1 21 2 3 . 6 1 0 ST R E E T S W E E P E R ( W I T H P I C K U P B R O O M ) HO U R 4 $1 0 5 . 0 0 $4 2 0 . 0 0 $1 0 0 . 0 0 $4 0 0 . 0 0 $90.00$360.00$110.00$440.00 26 2 22 1 1 . 5 0 1 AG G R E G A T E B A S E C L A S S 5 M O D TO N 26 0 $9 . 0 0 $2 , 3 4 0 . 0 0 $1 2 . 0 0 $3 , 1 2 0 . 0 0 $14.48$3,764.80$11.10$2,886.00 26 3 23 5 7 . 5 0 2 BI T U M I N O U S M A T E R I A L F O R T A C K C O A T GA L L O N 17 0 $2 . 0 0 $3 4 0 . 0 0 $2 . 3 0 $3 9 1 . 0 0 $2.01$341.70$3.00$510.00 26 4 23 6 0 . 5 0 1 TY P E S P 1 2 . 5 W E A R I N G C O U R S E M I X T U R E ( 2 , B ) TO N 32 0 $5 2 . 0 0 $1 6 , 6 4 0 . 0 0 $5 2 . 0 0 $1 6 , 6 4 0 . 0 0 $49.52$15,846.40$56.75$18,160.00 26 5 23 6 0 . 5 0 2 TY P E S P 1 2 . 5 N O N W E A R I N G C O U R S E M I X T U R E ( 2 , B ) TO N 42 0 $5 0 . 0 0 $2 1 , 0 0 0 . 0 0 $5 2 . 0 0 $2 1 , 8 4 0 . 0 0 $51.85$21,777.00$51.85$21,777.00 26 6 25 3 1 . 5 0 1 CO N C R E T E C U R B & G U T T E R D E S I G N B 6 1 2 LI N F T 41 0 $9 . 5 0 $3 , 8 9 5 . 0 0 $9 . 7 5 $3 , 9 9 7 . 5 0 $9.75$3,997.50$9.75$3,997.50 26 7 25 3 1 . 5 0 7 6" C O N C R E T E D R I V E W A Y P A V E M E N T SQ Y D 50 $4 1 . 0 0 $2 , 0 5 0 . 0 0 $3 7 . 2 5 $1 , 8 6 2 . 5 0 $31.25$1,562.50$34.75$1,737.50 26 8 25 6 3 . 6 0 1 TR A F F I C C O N T R O L LU M P S U M 1 $1 , 0 0 0 . 0 0 $1 , 0 0 0 . 0 0 $1 0 0 . 0 0 $1 0 0 . 0 0 $100.00$100.00$400.00$400.00 26 9 25 7 3 . 5 3 0 ST O R M D R A I N I N L E T P R O T E C T I O N EA C H 3 $2 2 5 . 0 0 $6 7 5 . 0 0 $1 0 0 . 0 0 $3 0 0 . 0 0 $107.16$321.48$200.00$600.00 27 0 25 8 2 . 5 0 2 4" S O L I D L I N E W H I T E - E P O X Y LI N F T 20 5 6 $1 . 0 0 $2 , 0 5 6 . 0 0 $0 . 9 0 $1 , 8 5 0 . 4 0 $0.90$1,850.40$0.90$1,850.40 To t a l S C H E D U L E G - A L T E R N A T E N O . 2 ( T H I R D S T R E E T P A R K I N G L O T ) : $7 4 , 0 9 1 . 0 0 $6 2 , 3 4 0 . 4 0 $61,845.26 $61,394.60 SC H E D U L E H - A L T E R N A T E N O . 3 ( L I F T S T A T I O N I M P R O V E M E N T S ) 27 1 20 2 1 . 5 0 1 MO B I L I Z A T I O N LU M P S U M 1 $3 , 5 0 0 . 0 0 $3 , 5 0 0 . 0 0 $1 , 5 0 0 . 0 0 $1 , 5 0 0 . 0 0 $1 4 , 7 9 2 . 4 4 $14,792.44$6,500.00$6,500.00 27 2 21 0 4 . 5 0 1 RE M O V E S E W E R P I P E ( S A N I T A R Y ) LI N F T 22 $8 . 0 0 $1 7 6 . 0 0 $2 0 . 0 0 $4 4 0 . 0 0 $25.00$550.00$12.00$264.00 27 3 21 0 4 . 5 0 1 RE M O V E C U R B A N D G U T T E R LI N F T 35 $3 . 5 0 $1 2 2 . 5 0 $2 . 5 0 $8 7 . 5 0 $3.00$105.00$4.00$140.00 27 4 21 0 4 . 5 0 5 RE M O V E B I T U M I N O U S D R I V E W A Y P A V E M E N T SQ Y D 36 $2 . 5 0 $9 0 . 0 0 $5 . 0 0 $1 8 0 . 0 0 $1.85$66.60$3.00$108.00 27 5 21 0 4 . 5 0 5 RE M O V E B I T U M I N O U S P A V E M E N T SQ Y D 40 $2 . 5 0 $1 0 0 . 0 0 $5 . 0 0 $2 0 0 . 0 0 $1.85$74.00$3.00$120.00 27 6 21 0 4 . 5 1 3 SA W I N G B I T U M I N O U S P A V E M E N T ( F U L L D E P T H ) LI N F T 36 $2 . 5 0 $9 0 . 0 0 $6 . 0 0 $2 1 6 . 0 0 $5.00$180.00$3.00$108.00 27 7 21 0 5 . 5 2 2 SE L E C T G R A N U L A R B O R R O W ( C V ) CU Y D 19 5 $1 0 . 0 0 $1 , 9 5 0 . 0 0 $1 5 . 0 0 $2 , 9 2 5 . 0 0 $15.23$2,969.85$10.75$2,096.25 27 8 21 0 5 . 6 0 1 DE W A T E R I N G LU M P S U M 1 $1 0 , 0 0 0 . 0 0 $1 0 , 0 0 0 . 0 0 $0 . 0 1 $0 . 0 1 $3 2 , 0 8 5 . 0 0 $32,085.00$4,000.00$4,000.00 27 9 22 1 1 . 5 0 1 AG G R E G A T E B A S E C L A S S 5 M O D TO N 20 $9 . 0 0 $1 8 0 . 0 0 $2 0 . 0 0 $4 0 0 . 0 0 $17.60$352.00$12.55$251.00 28 0 23 6 0 . 5 0 1 TY P E S P 1 2 . 5 W E A R I N G C O U R S E M I X T U R E ( 2 , B ) TO N 3. 8 $5 2 . 0 0 $1 9 7 . 6 0 $1 1 2 . 0 0 $4 2 5 . 6 0 $98.44$374.07$300.00$1,140.00 28 1 23 6 0 . 5 0 2 TY P E S P 1 2 . 5 N O N W E A R I N G C O U R S E M I X T U R E ( 2 , B ) TO N 5 $5 0 . 0 0 $2 5 0 . 0 0 $1 1 2 . 0 0 $5 6 0 . 0 0 $85.30$426.50$250.00$1,250.00 28 2 23 6 0 . 5 0 3 TY P E S P 9 . 5 W E A R I N G C O U R S E M I X ( 2 , B ) 1 . 5 " T H I C K SQ Y D 3. 4 $8 . 0 0 $2 7 . 2 0 $1 3 . 9 5 $4 7 . 4 3 $46.73$158.88$25.00$85.00 28 3 23 6 0 . 5 0 3 TY P E S P 9 . 5 N O N W E A R I N G C O U R S E M I X ( 2 , B ) 2 . 0 " T H I C K SQ Y D 3. 4 $1 0 . 0 0 $3 4 . 0 0 $2 1 . 7 5 $7 3 . 9 5 $60.66$206.24$25.00$85.00 28 4 24 3 3 . 5 0 1 RE M O V E E X I S T I N G W E T W E L L S T R U C T U R E LU M P S U M 1 $1 9 , 0 0 0 . 0 0 $1 9 , 0 0 0 . 0 0 $1 5 , 0 0 0 . 0 0 $1 5 , 0 0 0 . 0 0 $520.00$520.00$7,000.00$7,000.00 28 5 25 0 3 . 5 1 1 16 " D U C T I L E I R O N P I P E S E W E R C L 5 2 LI N F T 10 $1 0 0 . 0 0 $1 , 0 0 0 . 0 0 $1 5 0 . 0 0 $1 , 5 0 0 . 0 0 $318.98$3,189.80$340.00$3,400.00 28 6 25 0 3 . 5 1 1 6" D U C T I L E I R O N P I P E S E W E R C L 5 2 LI N F T 12 $4 0 . 0 0 $4 8 0 . 0 0 $1 0 0 . 0 0 $1 , 2 0 0 . 0 0 $169.27$2,031.24$47.50$570.00 28 7 25 0 6 . 6 0 3 CO N S T R U C T 1 2 0 " D I A S A N I T A R Y S E W E R M A N H O L E ( W E T W E L L ) LI N F T 26 $2 , 8 8 4 . 0 0 $7 4 , 9 8 4 . 0 0 $4 , 5 2 2 . 0 0 $1 1 7 , 5 7 2 . 0 0 $274.00$7,124.00$4,987.19$129,666.94 28 8 25 3 1 . 5 0 1 CO N C R E T E C U R B & G U T T E R D E S I G N B 6 1 8 LI N F T 35 $1 0 . 0 0 $3 5 0 . 0 0 $1 4 . 5 0 $5 0 7 . 5 0 $14.50$507.50$14.50$507.50 28 9 25 7 5 . 5 0 5 SO D D I N G T Y P E S A L T R E S I S T A N T SQ Y D 16 5 $3 . 0 0 $4 9 5 . 0 0 $3 . 0 0 $4 9 5 . 0 0 $2.40$396.00$4.40$726.00 To t a l S C H E D U L E H - A L T E R N A T E N O . 3 ( L I F T S T A T I O N I M P R O V E M E N T S ) : $1 1 3 , 0 2 6 . 3 0 $1 4 3 , 3 2 9 . 9 9 $66,109.12 $158,017.69 Page 9 Pr o j e c t : 0 1 4 9 4 - 3 4 - M O N T - 2 0 1 0 S t r e e t R e c o n s t r u c t i o n P r o j e c t En g i n e e r s E s t i m a t e Re d s t o n e C o n s t r u c t i o n Kn i f e R i v e r Northwest Asphalt, Inc. It e m N o . It e m Un i t s Qu a n t i t y Un i t P r i c e To t a l P r i c e Un i t P r i c e To t a l P r i c e Un i t P r i c e Total Price Unit Price Total Price SC H E D U L E I - A L T E R N A T E N O . 4 ( W A L N U T S T R E E T N O R T H O F R I V E R S T R E E T ) 29 0 20 2 1 . 5 0 1 MO B I L I Z A T I O N LU M P S U M 1 $1 , 1 0 0 . 0 0 $1 , 1 0 0 . 0 0 $1 , 5 0 0 . 0 0 $1 , 5 0 0 . 0 0 $1 , 2 0 9 . 8 2 $1,209.82$3,200.00$3,200.00 29 1 21 0 4 . 5 0 1 RE M O V E C U R B A N D G U T T E R LI N F T 80 $3 . 5 0 $2 8 0 . 0 0 $2 . 5 0 $2 0 0 . 0 0 $3.00$240.00$3.00$240.00 29 2 21 0 5 . 5 0 1 CO M M O N E X C A V A T I O N CU Y D 43 0 $6 . 0 0 $2 , 5 8 0 . 0 0 $5 . 0 0 $2 , 1 5 0 . 0 0 $4.70$2,021.00$9.10$3,913.00 29 3 21 0 5 . 5 0 7 SU B G R A D E E X C A V A T I O N ( E V ) CU Y D 50 $1 0 . 0 0 $5 0 0 . 0 0 $5 . 0 0 $2 5 0 . 0 0 $1.00$50.00$9.10$455.00 29 4 21 1 2 . 5 0 1 SU B G R A D E P R E P A R A T I O N RO A D S T A 3. 7 $2 5 0 . 0 0 $9 2 5 . 0 0 $2 5 0 . 0 0 $9 2 5 . 0 0 $1 0 7 . 1 6 $396.49$150.00$555.00 29 5 22 1 1 . 5 0 1 AG G R E G A T E B A S E C L A S S 5 M O D TO N 35 0 $9 . 0 0 $3 , 1 5 0 . 0 0 $1 0 . 0 0 $3 , 5 0 0 . 0 0 $9.37$3,279.50$10.75$3,762.50 29 6 23 3 1 . 6 0 4 BI T U M I N O U S P A V E M E N T R E C L A M A T I O N SQ Y D 96 0 $2 . 5 0 $2 , 4 0 0 . 0 0 $3 . 1 0 $2 , 9 7 6 . 0 0 $1.80$1,728.00$3.85$3,696.00 29 7 23 5 7 . 5 0 2 BI T U M I N O U S M A T E R I A L F O R T A C K C O A T GA L L O N 50 $2 . 0 0 $1 0 0 . 0 0 $3 . 8 0 $1 9 0 . 0 0 $2.01$100.50$4.00$200.00 29 8 23 6 0 . 5 0 1 TY P E S P 1 2 . 5 W E A R I N G C O U R S E M I X T U R E ( 2 , B ) TO N 90 $5 2 . 0 0 $4 , 6 8 0 . 0 0 $5 6 . 0 0 $5 , 0 4 0 . 0 0 $5 5 . 6 7 $5,010.30$71.00$6,390.00 29 9 23 6 0 . 5 0 2 TY P E S P 1 2 . 5 N O N W E A R I N G C O U R S E M I X T U R E ( 2 , B ) TO N 12 0 $5 0 . 0 0 $6 , 0 0 0 . 0 0 $4 9 . 0 0 $5 , 8 8 0 . 0 0 $5 5 . 0 7 $6,608.40$59.60$7,152.00 30 0 25 3 1 . 5 0 1 CO N C R E T E C U R B & G U T T E R D E S I G N B 6 1 8 LI N F T 80 $1 0 . 0 0 $8 0 0 . 0 0 $1 4 . 5 8 $1 , 1 6 6 . 4 0 $1 4 . 5 0 $1,160.00$14.50$1,160.00 30 1 25 7 3 . 5 3 0 ST O R M D R A I N I N L E T P R O T E C T I O N EA C H 2 $2 2 5 . 0 0 $4 5 0 . 0 0 $1 0 0 . 0 0 $2 0 0 . 0 0 $1 0 0 . 0 0 $200.00$200.00$400.00 To t a l S C H E D U L E I - A L T E R N A T E N O . 4 ( W A L NU T S T R E E T N O R T H O F R I V E R S T R E E T ) : $2 2 , 9 6 5 . 0 0 $2 3 , 9 7 7 . 4 0 $22,004.01 $31,123.50 SC H E D U L E J - A L T E R N A T E N O . 5 ( P A R W E S T P A R K I N G L O T I M P R O V E M E N T S ) 30 2 20 2 1 . 5 0 1 MO B I L I Z A T I O N LU M P S U M 1 $9 0 0 . 0 0 $9 0 0 . 0 0 $2 , 6 0 0 . 0 0 $2 , 6 0 0 . 0 0 $3 , 1 3 2 . 7 3 $3,132.73$4,600.00$4,600.00 30 3 21 0 4 . 5 0 1 RE M O V E C U R B A N D G U T T E R LI N F T 45 $2 . 5 0 $1 1 2 . 5 0 $2 . 5 0 $1 1 2 . 5 0 $1.25$56.25$3.00$135.00 30 4 21 0 4 . 5 0 5 RE M O V E B I T U M I N O U S P A V E M E N T SQ Y D 42 5 $3 . 0 0 $1 , 2 7 5 . 0 0 $1 . 5 0 $6 3 7 . 5 0 $4.63$1,967.75$3.00$1,275.00 30 5 21 0 4 . 5 1 3 SA W I N G B I T U M I N O U S P A V E M E N T ( F U L L D E P T H ) LI N F T 45 $3 . 0 0 $1 3 5 . 0 0 $5 . 0 0 $2 2 5 . 0 0 $5.00$225.00$3.00$135.00 30 6 21 0 5 . 5 0 1 CO M M O N E X C A V A T I O N CU Y D 20 0 $6 . 0 0 $1 , 2 0 0 . 0 0 $6 . 0 0 $1 , 2 0 0 . 0 0 $4.70$940.00$9.10$1,820.00 30 7 22 1 1 . 5 0 1 AG G R E G A T E B A S E C L A S S 5 M O D TO N 27 5 $9 . 0 0 $2 , 4 7 5 . 0 0 $1 2 . 0 0 $3 , 3 0 0 . 0 0 $1 5 . 2 2 $4,185.50$10.75$2,956.25 30 8 23 5 7 . 5 0 2 BI T U M I N O U S M A T E R I A L F O R T A C K C O A T GA L L O N 25 $2 . 0 0 $5 0 . 0 0 $4 . 5 0 $1 1 2 . 5 0 $2.01$50.25$5.00$125.00 30 9 23 6 0 . 5 0 1 TY P E S P 1 2 . 5 W E A R I N G C O U R S E M I X T U R E ( 2 , B ) TO N 50 $5 2 . 0 0 $2 , 6 0 0 . 0 0 $6 7 . 0 0 $3 , 3 5 0 . 0 0 $5 5 . 2 5 $2,762.50$87.60$4,380.00 31 0 23 6 0 . 5 0 2 TY P E S P 1 2 . 5 N O N W E A R I N G C O U R S E M I X T U R E ( 2 , B ) TO N 65 $5 0 . 0 0 $3 , 2 5 0 . 0 0 $6 7 . 0 0 $4 , 3 5 5 . 0 0 $5 7 . 8 3 $3,758.95$71.80$4,667.00 31 1 25 3 1 . 5 0 1 CO N C R E T E C U R B & G U T T E R D E S I G N B 6 1 2 LI N F T 35 5 $9 . 5 0 $3 , 3 7 2 . 5 0 $9 . 7 5 $3 , 4 6 1 . 2 5 $9.75$3,461.25$9.75$3,461.25 31 2 25 3 1 . 5 0 7 6" C O N C R E T E D R I V E W A Y P A V E M E N T SQ Y D 25 $4 4 . 0 0 $1 , 1 0 0 . 0 0 $3 7 . 2 5 $9 3 1 . 2 5 $3 1 . 2 5 $781.25$34.75$868.75 31 3 25 3 1 . 6 0 2 PE D E S T R I A N C U R B R A M P EA C H 1 $5 0 0 . 0 0 $5 0 0 . 0 0 $2 5 0 . 0 0 $2 5 0 . 0 0 $2 5 0 . 0 0 $250.00$250.00$250.00 31 4 25 3 1 . 6 1 8 TR U N C A T E D D O M E S SQ F T 4 $5 0 . 0 0 $2 0 0 . 0 0 $4 0 . 0 0 $1 6 0 . 0 0 $4 0 . 0 0 $160.00$40.00$160.00 31 5 25 6 4 . 5 3 1 SI G N P A N E L S T Y P E C SQ F T 1. 5 $3 0 . 0 0 $4 5 . 0 0 $1 2 5 . 0 0 $1 8 7 . 5 0 $1 2 5 . 0 0 $187.50$95.00$142.50 31 6 25 7 5 . 5 0 5 SO D D I N G T Y P E S A L T R E S I S T A N T SQ Y D 35 0 $3 . 5 0 $1 , 2 2 5 . 0 0 $3 . 0 0 $1 , 0 5 0 . 0 0 $2.40$840.00$3.35$1,172.50 31 7 25 8 2 . 5 0 1 PA V E M E N T M E S S A G E ( H A N D I C A P P E D S Y M B O L ) P A I N T EA C H 1 $5 0 . 0 0 $5 0 . 0 0 $1 2 5 . 0 0 $1 2 5 . 0 0 $1 2 5 . 0 0 $125.00$125.00$125.00 31 8 25 8 2 . 5 0 2 4" S O L I D L I N E W H I T E - E P O X Y LI N F T 23 5 $1 . 0 0 $2 3 5 . 0 0 $0 . 9 0 $2 1 1 . 5 0 $0.90$211.50$0.90$211.50 To t a l S C H E D U L E J - A L T E R N A T E N O . 5 ( P A R W E S T P A R K I N G L O T I M P R O V E M E N T S ) : $1 8 , 7 2 5 . 0 0 $2 2 , 2 6 9 . 0 0 $23,095.43 $26,484.75 SC H E D U L E K - A L T E R N A T E N O . 6 ( P R A I R I E R O A D S I D E W A L K I M P R O V E M E N T S ) 31 9 20 2 1 . 5 0 1 MO B I L I Z A T I O N LU M P S U M 1 $2 , 6 0 0 . 0 0 $2 , 6 0 0 . 0 0 $1 , 0 0 0 . 0 0 $1 , 0 0 0 . 0 0 $6 5 0 . 0 0 $650.00$2,500.00$2,500.00 Page 10 Pr o j e c t : 0 1 4 9 4 - 3 4 - M O N T - 2 0 1 0 S t r e e t R e c o n s t r u c t i o n P r o j e c t En g i n e e r s E s t i m a t e Re d s t o n e C o n s t r u c t i o n Kn i f e R i v e r Northwest Asphalt, Inc. It e m N o . It e m Un i t s Qu a n t i t y Un i t P r i c e To t a l P r i c e Un i t P r i c e To t a l P r i c e Un i t P r i c e Total Price Unit Price Total Price 32 0 21 0 1 . 5 0 2 CL E A R I N G TR E E 7 $2 0 0 . 0 0 $1 , 4 0 0 . 0 0 $1 0 0 . 0 0 $7 0 0 . 0 0 $1 0 0 . 0 0 $700.00$100.00$700.00 32 1 21 0 1 . 5 0 7 GR U B B I N G TR E E 7 $1 5 0 . 0 0 $1 , 0 5 0 . 0 0 $5 0 . 0 0 $3 5 0 . 0 0 $5 0 . 0 0 $350.00$50.00$350.00 32 2 21 0 1 . 6 0 5 CL E A R I N G A N D G R U B B I N G AC R E 0. 0 5 $1 0 , 0 0 0 . 0 0 $5 0 0 . 0 0 $5 , 0 0 0 . 0 0 $2 5 0 . 0 0 $5 , 0 0 0 . 0 0 $250.00$5,000.00$250.00 32 3 21 0 4 . 5 2 3 SA L V A G E H Y D R A N T EA C H 1 $4 5 0 . 0 0 $4 5 0 . 0 0 $5 0 0 . 0 0 $5 0 0 . 0 0 $2 7 5 . 0 0 $275.00$500.00$500.00 32 4 21 0 5 . 5 2 2 SE L E C T G R A N U L A R B O R R O W ( C V ) CU Y D 40 5 $1 0 . 0 0 $4 , 0 5 0 . 0 0 $1 4 . 0 0 $5 , 6 7 0 . 0 0 $1 5 . 2 6 $6,180.30$10.75$4,353.75 32 5 25 0 4 . 6 0 2 IN S T A L L S A L V A G E D H Y D R A N T EA C H 1 $5 0 0 . 0 0 $5 0 0 . 0 0 $5 0 0 . 0 0 $5 0 0 . 0 0 $5 7 6 . 3 0 $576.30$1,000.00$1,000.00 32 6 25 0 4 . 6 0 3 6" W A T E R M A I N D U C T I L E I R O N C L 5 2 LI N F T 3 $2 9 . 0 0 $8 7 . 0 0 $5 0 . 0 0 $1 5 0 . 0 0 $4 5 . 2 7 $135.81$79.00$237.00 32 7 25 2 1 . 5 0 1 4" C O N C R E T E W A L K SQ F T 89 1 0 $3 . 0 0 $2 6 , 7 3 0 . 0 0 $2 . 5 5 $2 2 , 7 2 0 . 5 0 $2 . 5 5 $22,720.50$2.80$24,948.00 32 8 25 2 1 . 5 0 1 6" C O N C R E T E W A L K SQ F T 40 0 $6 . 0 0 $2 , 4 0 0 . 0 0 $3 . 4 5 $1 , 3 8 0 . 0 0 $3 . 4 5 $1,380.00$3.70$1,480.00 32 9 25 3 1 . 6 0 2 PE D E S T R I A N C U R B R A M P EA C H 6 $5 0 0 . 0 0 $3 , 0 0 0 . 0 0 $2 5 0 . 0 0 $1 , 5 0 0 . 0 0 $2 5 0 . 0 0 $1,500.00$25.00$150.00 33 0 25 3 1 . 6 1 8 TR U N C A T E D D O M E S SQ F T 24 $5 0 . 0 0 $1 , 2 0 0 . 0 0 $4 0 . 0 0 $9 6 0 . 0 0 $4 0 . 0 0 $960.00$40.00$960.00 33 1 25 7 1 . 5 0 2 DE C I D U O U S T R E E 2 . 5 " C A L B & B TR E E 7 $3 5 0 . 0 0 $2 , 4 5 0 . 0 0 $4 5 0 . 0 0 $3 , 1 5 0 . 0 0 $2 9 4 . 6 9 $2,062.83$210.00$1,470.00 33 2 25 7 5 . 5 0 5 SO D D I N G T Y P E S A L T R E S I S T A N T SQ Y D 26 0 0 $3 . 0 0 $7 , 8 0 0 . 0 0 $2 . 4 0 $6 , 2 4 0 . 0 0 $2 . 4 0 $6,240.00$4.40$11,440.00 To t a l S C H E D U L E K - A L T E R N A T E N O . 6 ( P R A I R I E R O A D S I D E W A L K I M P R O V E M E N T S ) : $5 4 , 2 1 7 . 0 0 $4 5 , 0 7 0 . 5 0 $43,980.74 $50,338.75 To t a l S C H E D U L E A - S T R E E T I M P R O V E M E N T S ( R I V E R S T R E E T A N D S I D E S T R E E T S ) : $9 7 6 , 8 5 9 . 3 5 $9 0 2 , 1 3 3 . 9 0 $958,548.79 $941,596.55 To t a l S C H E D U L E B - S A N I T A R Y S E W E R I M P R OV E M E N T S ( R I V E R S T R E E T A N D S I D E ST R E E T S ) : $6 3 4 , 5 4 9 . 5 0 $4 5 3 , 3 7 9 . 5 0 $578,133.36 $516,590.34 To t a l S C H E D U L E C - W A T E R M A I N I M P R O V E M E N T S ( R I V E R S T R E E T A N D S I D E ST R E E T S ) : $2 8 5 , 9 1 2 . 5 0 $2 4 5 , 7 2 5 . 4 0 $281,405.22 $260,977.37 To t a l S C H E D U L E D - S T O R M S E W E R I M P R O V E M E N T S ( R I V E R S T R E E T A N D S I D E ST R E E T S ) : $1 5 5 , 5 0 5 . 4 0 $1 5 0 , 9 9 6 . 4 0 $178,248.27 $160,739.43 To t a l S C H E D U L E E - P R A I R I E R O A D I M P R O V E M E N T S : $4 6 6 , 3 1 1 . 0 0 $4 1 3 , 1 5 7 . 1 8 $376,253.05 $446,622.58 To t a l S C H E D U L E F - A L T E R N A T E N O . 1 ( W A L N U T S T R E E T C O N N E C T I O N ) : $4 9 , 7 1 5 . 8 0 $3 8 , 9 6 0 . 5 9 $39,349.60 $48,906.98 To t a l S C H E D U L E G - A L T E R N A T E N O . 2 ( T H I R D S T R E E T P A R K I N G L O T ) : $7 4 , 0 9 1 . 0 0 $6 2 , 3 4 0 . 4 0 $61,845.26 $61,394.60 To t a l S C H E D U L E H - A L T E R N A T E N O . 3 ( L I F T S T A T I O N I M P R O V E M E N T S ) : $1 1 3 , 0 2 6 . 3 0 $1 4 3 , 3 2 9 . 9 9 $66,109.12 $158,017.69 To t a l S C H E D U L E I - A L T E R N A T E N O . 4 ( W A L N U T S T R E E T N O R T H O F R I V E R ST R E E T ) : $2 2 , 9 6 5 . 0 0 $2 3 , 9 7 7 . 4 0 $22,004.01 $31,123.50 To t a l S C H E D U L E J - A L T E R N A T E N O . 5 ( P A R W E S T P A R K I N G L O T I M P R O V E M E N T S ) : $1 8 , 7 2 5 . 0 0 $2 2 , 2 6 9 . 0 0 $23,095.43 $26,484.75 To t a l S C H E D U L E K - A L T E R N A T E N O . 6 ( P R A I R I E R O A D S I D E W A L K IM P R O V E M E N T S ) : $5 4 , 2 1 7 . 0 0 $4 5 , 0 7 0 . 5 0 $43,980.74 $50,338.75 To t a l s f o r P r o j e c t 0 1 4 9 4 - 3 4 $2 , 8 5 1 , 8 7 7 . 8 5 $2 , 5 0 1 , 3 4 0 . 2 6 $2,628,972.85 $2,702,792.54 % o f E s t i m a t e f o r P r o j e c t 0 1 4 9 4 - 3 4 -1 2 . 2 9 % -7.82% -5.23%Page 11 Pr o j e c t : 0 1 4 9 4 - 3 4 - M O N T - 2 0 1 0 S t r e e t R e c o n s t r u c t i o n P r o j e c t En g i n e e r s E s t i m a t e La t o u r C o n s t r u c t i o n Ge i s l i n g e r a n d S o n s , I n c . Landwehr Construction, Inc. It e m N o . It e m Un i t s Qu a n t i t y Un i t P r i c e To t a l P r i c e Un i t P r i c e To t a l P r i c e Un i t P r i c e Total Price Unit Price Total Price SC H E D U L E A - S T R E E T I M P R O V E M E N T S ( R I V E R S T R E E T A N D S I D E S T R E E T S ) 1 20 2 1 . 5 0 1 MO B I L I Z A T I O N LU M P S U M 1 $4 0 , 0 0 0 . 0 0 $4 0 , 0 0 0 . 0 0 $1 2 , 3 5 0 . 0 0 $1 2 , 3 5 0 . 0 0 $1 4 2 , 0 0 0 . 0 0 $142,000.00$40,580.96$40,580.96 2 21 0 1 . 5 0 2 CL E A R I N G TR E E 31 $2 0 0 . 0 0 $6 , 2 0 0 . 0 0 $1 1 5 . 0 0 $3 , 5 6 5 . 0 0 $1 1 0 . 0 0 $3,410.00$121.55$3,768.05 3 21 0 1 . 5 0 7 GR U B B I N G TR E E 31 $1 5 0 . 0 0 $4 , 6 5 0 . 0 0 $5 5 . 0 0 $1 , 7 0 5 . 0 0 $5 0 . 0 0 $1,550.00$55.76$1,728.56 4 21 0 4 . 5 0 1 RE M O V E C U R B A N D G U T T E R LI N F T 64 3 0 $3 . 5 0 $2 2 , 5 0 5 . 0 0 $2 . 1 0 $1 3 , 5 0 3 . 0 0 $1 . 8 0 $11,574.00$2.00$12,860.00 5 21 0 4 . 5 0 1 RE M O V E C O N D U I T S Y S T E M LI N F T 17 5 $1 . 7 5 $3 0 6 . 2 5 $1 . 8 0 $3 1 5 . 0 0 $2 . 0 0 $350.00$1.45$253.75 6 21 0 4 . 5 0 3 RE M O V E C O N C R E T E W A L K SQ F T 16 6 0 $1 . 0 0 $1 , 6 6 0 . 0 0 $0 . 5 5 $9 1 3 . 0 0 $0 . 3 0 $498.00$0.20$332.00 7 21 0 4 . 5 0 5 RE M O V E C O N C R E T E D R I V E W A Y P A V E M E N T SQ Y D 56 0 $3 . 5 0 $1 , 9 6 0 . 0 0 $5 . 2 5 $2 , 9 4 0 . 0 0 $3 . 0 0 $1,680.00$3.40$1,904.00 8 21 0 4 . 5 0 5 RE M O V E B I T U M I N O U S D R I V E W A Y P A V E M E N T SQ Y D 32 0 $2 . 5 0 $8 0 0 . 0 0 $3 . 1 5 $1 , 0 0 8 . 0 0 $2 . 0 0 $640.00$1.54$492.80 9 21 0 4 . 5 0 9 RE M O V E M A I L B O X S U P P O R T EA C H 19 $5 0 . 0 0 $9 5 0 . 0 0 $2 1 . 0 0 $3 9 9 . 0 0 $2 0 . 0 0 $380.00$26.00$494.00 10 21 0 4 . 5 0 9 RE M O V E M A I L B O X EA C H 19 $3 0 . 0 0 $5 7 0 . 0 0 $1 1 . 0 0 $2 0 9 . 0 0 $2 0 . 0 0 $380.00$26.00$494.00 11 21 0 4 . 5 1 1 SA W I N G C O N C R E T E P A V E M E N T ( F U L L D E P T H ) LI N F T 23 0 $5 . 0 0 $1 , 1 5 0 . 0 0 $3 . 2 5 $7 4 7 . 5 0 $4 . 0 0 $920.00$3.40$782.00 12 21 0 4 . 5 1 3 SA W I N G B I T U M I N O U S P A V E M E N T ( F U L L D E P T H ) LI N F T 93 0 $2 . 5 0 $2 , 3 2 5 . 0 0 $2 . 2 5 $2 , 0 9 2 . 5 0 $2 . 0 0 $1,860.00$3.10$2,883.00 13 21 0 4 . 5 2 3 SA L V A G E S I G N EA C H 24 $3 0 . 0 0 $7 2 0 . 0 0 $2 6 . 2 5 $6 3 0 . 0 0 $4 0 . 0 0 $960.00$31.00$744.00 14 21 0 5 . 5 0 1 CO M M O N E X C A V A T I O N CU Y D 11 9 0 0 $6 . 0 0 $7 1 , 4 0 0 . 0 0 $5 . 2 5 $6 2 , 4 7 5 . 0 0 $4 . 7 0 $55,930.00$6.50$77,350.00 15 21 0 5 . 5 0 7 SU B G R A D E E X C A V A T I O N ( E V ) CU Y D 11 9 0 $1 0 . 0 0 $1 1 , 9 0 0 . 0 0 $5 . 2 5 $6 , 2 4 7 . 5 0 $1 . 0 0 $1,190.00$17.24$20,515.60 16 21 0 5 . 5 2 2 SE L E C T G R A N U L A R B O R R O W ( C V ) CU Y D 11 4 5 0 $1 0 . 0 0 $1 1 4 , 5 0 0 . 0 0 $1 0 . 3 5 $1 1 8 , 5 0 7 . 5 0 $8 . 5 0 $97,325.00$10.82$123,889.00 17 21 0 5 . 5 2 5 TO P S O I L B O R R O W ( C V ) CU Y D 85 0 $2 0 . 0 0 $1 7 , 0 0 0 . 0 0 $1 2 . 6 0 $1 0 , 7 1 0 . 0 0 $1 6 . 0 0 $13,600.00$14.00$11,900.00 18 21 0 5 . 6 0 4 GE O T E X T I L E F A B R I C S P E C I A L SQ Y D 90 $2 0 . 0 0 $1 , 8 0 0 . 0 0 $2 0 . 0 0 $1 , 8 0 0 . 0 0 $2 0 . 0 0 $1,800.00$1.30$117.00 19 21 1 2 . 5 0 1 SU B G R A D E P R E P A R A T I O N RO A D S T A 68 . 2 6 $2 5 0 . 0 0 $1 7 , 0 6 5 . 0 0 $2 0 0 . 0 0 $1 3 , 6 5 2 . 0 0 $5 0 0 . 0 0 $34,130.00$96.99$6,620.54 20 21 1 2 . 6 0 4 SU B G R A D E P R E P A R A T I O N SQ Y D 41 0 0 $1 . 5 0 $6 , 1 5 0 . 0 0 $0 . 8 0 $3 , 2 8 0 . 0 0 $4 . 7 0 $19,270.00$1.04$4,264.00 21 21 2 3 . 6 1 0 ST R E E T S W E E P E R ( W I T H P I C K U P B R O O M ) HO U R 77 $1 0 5 . 0 0 $8 , 0 8 5 . 0 0 $1 0 0 . 0 0 $7 , 7 0 0 . 0 0 $1 0 5 . 0 0 $8,085.00$112.00$8,624.00 22 21 3 0 . 5 0 1 WA T E R M G A L L O N S 72 $2 5 . 0 0 $1 , 8 0 0 . 0 0 $2 6 . 2 5 $1 , 8 9 0 . 0 0 $2 2 . 0 0 $1,584.00$33.50$2,412.00 23 22 1 1 . 5 0 1 AG G R E G A T E B A S E C L A S S 5 M O D TO N 28 9 0 $9 . 0 0 $2 6 , 0 1 0 . 0 0 $1 0 . 0 0 $2 8 , 9 0 0 . 0 0 $1 1 . 5 0 $33,235.00$12.55$36,269.50 24 23 0 1 . 6 0 3 MU D J A C K I N G ( C U R B ) LI N F T 10 0 $2 0 . 0 0 $2 , 0 0 0 . 0 0 $2 1 . 0 0 $2 , 1 0 0 . 0 0 $1 0 . 0 0 $1,000.00$22.30$2,230.00 25 23 3 1 . 6 0 4 BI T U M I N O U S P A V E M E N T R E C L A M A T I O N SQ Y D 28 7 2 0 $2 . 5 0 $7 1 , 8 0 0 . 0 0 $3 . 4 0 $9 7 , 6 4 8 . 0 0 $4 . 5 0 $129,240.00$3.99$114,592.80 26 23 5 7 . 5 0 2 BI T U M I N O U S M A T E R I A L F O R T A C K C O A T GA L L O N 14 7 0 $2 . 0 0 $2 , 9 4 0 . 0 0 $2 . 1 0 $3 , 0 8 7 . 0 0 $2 . 0 0 $2,940.00$2.23$3,278.10 27 23 6 0 . 5 0 1 TY P E S P 1 2 . 5 W E A R I N G C O U R S E M I X T U R E ( 2 , B ) TO N 28 1 0 $5 2 . 0 0 $1 4 6 , 1 2 0 . 0 0 $4 9 . 3 0 $1 3 8 , 5 3 3 . 0 0 $4 7 . 0 0 $132,070.00$52.33$147,047.30 28 23 6 0 . 5 0 1 TY P E S P 1 2 . 5 W E A R I N G C O U R S E M I X T U R E ( 4 , B ) TO N 10 $5 6 . 0 0 $5 6 0 . 0 0 $9 1 . 0 0 $9 1 0 . 0 0 $8 6 . 5 0 $865.00$96.42$964.20 29 23 6 0 . 5 0 2 TY P E S P 1 2 . 5 N O N W E A R I N G C O U R S E M I X T U R E ( 2 , B ) TO N 36 7 0 $5 0 . 0 0 $1 8 3 , 5 0 0 . 0 0 $5 2 . 0 0 $1 9 0 , 8 4 0 . 0 0 $4 9 . 6 0 $182,032.00$55.30$202,951.00 30 23 6 0 . 5 0 2 TY P E S P 1 9 . 0 N O N W E A R I N G C O U R S E M I X T U R E ( 4 , B ) TO N 30 $5 4 . 0 0 $1 , 6 2 0 . 0 0 $7 0 . 5 5 $2 , 1 1 6 . 5 0 $6 7 . 0 0 $2,010.00$74.89$2,246.70 31 23 6 0 . 5 0 3 TY P E S P 9 . 5 W E A R I N G C O U R S E M I X ( 2 , B ) 1 . 5 " T H I C K SQ Y D 32 0 $8 . 0 0 $2 , 5 6 0 . 0 0 $1 4 . 0 0 $4 , 4 8 0 . 0 0 $1 3 . 5 0 $4,320.00$14.89$4,764.80 32 23 6 0 . 5 0 3 TY P E S P 9 . 5 N O N W E A R I N G C O U R S E M I X ( 2 , B ) 2 . 0 " T H I C K SQ Y D 32 0 $1 0 . 0 0 $3 , 2 0 0 . 0 0 $1 6 . 7 5 $5 , 3 6 0 . 0 0 $1 6 . 0 0 $5,120.00$17.79$5,692.80 33 25 0 4 . 6 0 2 IR R I G A T I O N S Y S T E M R E P A I R EA C H 15 $3 0 0 . 0 0 $4 , 5 0 0 . 0 0 $5 3 0 . 0 0 $7 , 9 5 0 . 0 0 $3 0 0 . 0 0 $4,500.00$223.03$3,345.45 34 25 0 6 . 5 2 2 AD J U S T F R A M E & R I N G C A S T I N G ( S A N I T A R Y ) EA C H 1 $3 5 0 . 0 0 $3 5 0 . 0 0 $4 6 0 . 0 0 $4 6 0 . 0 0 $2 8 0 . 0 0 $280.00$107.00$107.00 Page 12 Pr o j e c t : 0 1 4 9 4 - 3 4 - M O N T - 2 0 1 0 S t r e e t R e c o n s t r u c t i o n P r o j e c t En g i n e e r s E s t i m a t e La t o u r C o n s t r u c t i o n Ge i s l i n g e r a n d S o n s , I n c . Landwehr Construction, Inc. It e m N o . It e m Un i t s Qu a n t i t y Un i t P r i c e To t a l P r i c e Un i t P r i c e To t a l P r i c e Un i t P r i c e Total Price Unit Price Total Price 35 25 0 6 . 5 2 2 AD J U S T F R A M E & R I N G C A S T I N G ( S T O R M ) EA C H 19 $4 5 0 . 0 0 $8 , 5 5 0 . 0 0 $4 6 0 . 0 0 $8 , 7 4 0 . 0 0 $2 8 0 . 0 0 $5,320.00$81.00$1,539.00 36 25 2 1 . 5 0 1 4" C O N C R E T E W A L K SQ F T 16 5 5 $3 . 0 0 $4 , 9 6 5 . 0 0 $4 . 5 0 $7 , 4 4 7 . 5 0 $3 . 4 0 $5,627.00$4.55$7,530.25 37 25 3 1 . 5 0 1 CO N C R E T E C U R B & G U T T E R D E S I G N B 6 1 8 LI N F T 64 2 8 $1 0 . 0 0 $6 4 , 2 8 0 . 0 0 $1 1 . 1 5 $7 1 , 6 7 2 . 2 0 $9 . 7 5 $62,673.00$10.87$69,872.36 38 25 3 1 . 5 0 7 6" C O N C R E T E D R I V E W A Y P A V E M E N T SQ Y D 38 0 $4 1 . 0 0 $1 5 , 5 8 0 . 0 0 $4 0 . 7 0 $1 5 , 4 6 6 . 0 0 $3 7 . 0 0 $14,060.00$49.86$18,946.80 39 25 3 1 . 5 0 7 7" C O N C R E T E D R I V E W A Y P A V E M E N T SQ Y D 80 $4 3 . 0 0 $3 , 4 4 0 . 0 0 $4 8 . 0 0 $3 , 8 4 0 . 0 0 $4 0 . 0 0 $3,200.00$53.59$4,287.20 40 25 3 1 . 5 0 7 6" C O N C R E T E D R I V E W A Y P A V E M E N T H E SQ Y D 11 0 $5 0 . 0 0 $5 , 5 0 0 . 0 0 $4 4 . 0 0 $4 , 8 4 0 . 0 0 $4 0 . 0 0 $4,400.00$52.34$5,757.40 41 25 3 1 . 5 0 7 7" C O N C R E T E D R I V E W A Y P A V E M E N T H E SQ Y D 30 $5 2 . 0 0 $1 , 5 6 0 . 0 0 $5 0 . 7 5 $1 , 5 2 2 . 5 0 $4 2 . 0 0 $1,260.00$54.02$1,620.60 42 25 3 1 . 6 0 2 PE D E S T R I A N C U R B R A M P EA C H 1 $5 0 0 . 0 0 $5 0 0 . 0 0 $2 6 3 . 0 0 $2 6 3 . 0 0 $2 5 0 . 0 0 $250.00$278.79$278.79 43 25 3 1 . 6 1 8 TR U N C A T E D D O M E S SQ F T 10 $5 0 . 0 0 $5 0 0 . 0 0 $4 2 . 0 0 $4 2 0 . 0 0 $3 5 . 0 0 $350.00$39.03$390.30 44 25 4 0 . 6 0 2 IN S T A L L M A I L B O X S U P P O R T ( C L U S T E R ) EA C H 15 $3 5 0 . 0 0 $5 , 2 5 0 . 0 0 $1 6 0 . 0 0 $2 , 4 0 0 . 0 0 $1 5 0 . 0 0 $2,250.00$145.00$2,175.00 45 25 4 0 . 6 0 2 MA I L B O X EA C H 19 $5 0 . 0 0 $9 5 0 . 0 0 $2 1 . 0 0 $3 9 9 . 0 0 $2 0 . 0 0 $380.00$150.00$2,850.00 46 25 4 0 . 6 0 2 MA I L B O X ( T E M P O R A R Y ) EA C H 19 $2 0 . 0 0 $3 8 0 . 0 0 $2 1 . 0 0 $3 9 9 . 0 0 $2 0 . 0 0 $380.00$50.00$950.00 47 25 5 0 . 5 4 1 6' X 6 ' L O O P D E T E C T O R D E S I G N N M C EA C H 5 $1 , 0 0 0 . 0 0 $5 , 0 0 0 . 0 0 $2 7 5 . 0 0 $1 , 3 7 5 . 0 0 $2 5 0 . 0 0 $1,250.00$292.17$1,460.85 48 25 6 3 . 6 0 1 TR A F F I C C O N T R O L LU M P S U M 1 $1 5 , 0 0 0 . 0 0 $1 5 , 0 0 0 . 0 0 $7 , 8 0 0 . 0 0 $7 , 8 0 0 . 0 0 $1 0 , 0 0 0 . 0 0 $10,000.00$4,906.65$4,906.65 49 25 6 4 . 5 3 1 SI G N P A N E L S T Y P E C SQ F T 12 3 $3 2 . 0 0 $3 , 9 3 6 . 0 0 $3 4 . 0 0 $4 , 1 8 2 . 0 0 $3 2 . 0 0 $3,936.00$62.71$7,713.33 50 25 6 4 . 6 0 2 FU R N I S H & I N S T A L L S I G N P A N E L T Y P E D EA C H 12 $3 0 0 . 0 0 $3 , 6 0 0 . 0 0 $3 4 2 . 0 0 $4 , 1 0 4 . 0 0 $2 5 0 . 0 0 $3,000.00$167.27$2,007.24 51 25 6 5 . 6 0 2 SP L I C E L O O P D E T E C T O R EA C H 1 $1 , 5 0 0 . 0 0 $1 , 5 0 0 . 0 0 $6 2 . 0 0 $6 2 . 0 0 $5 0 0 . 0 0 $500.00$65.79$65.79 52 25 6 5 . 6 0 3 4" N O N - M E T A L L I C C O N D U I T LI N F T 12 8 0 $4 . 0 0 $5 , 1 2 0 . 0 0 $3 . 0 0 $3 , 8 4 0 . 0 0 $2 . 0 0 $2,560.00$3.07$3,929.60 53 25 6 5 . 6 0 3 IN S T A L L 4 " N O N - M E T A L L I C C O N D U I T LI N F T 12 8 0 $2 . 5 0 $3 , 2 0 0 . 0 0 $6 . 0 0 $7 , 6 8 0 . 0 0 $4 . 0 0 $5,120.00$6.24$7,987.20 54 25 7 1 . 5 0 2 DE C I D U O U S T R E E 2 . 5 " C A L B & B TR E E 31 $3 5 0 . 0 0 $1 0 , 8 5 0 . 0 0 $2 9 0 . 0 0 $8 , 9 9 0 . 0 0 $3 2 0 . 0 0 $9,920.00$390.29$12,098.99 55 25 7 2 . 5 0 1 TE M P O R A R Y F E N C E LI N F T 47 0 $1 . 8 5 $8 6 9 . 5 0 $1 . 4 5 $6 8 1 . 5 0 $1 . 5 0 $705.00$2.74$1,287.80 56 25 7 3 . 5 0 2 SI L T F E N C E , T Y P E M A C H I N E S L I C E D LI N F T 15 0 $2 . 0 0 $3 0 0 . 0 0 $1 . 9 5 $2 9 2 . 5 0 $1 . 8 5 $277.50$2.06$309.00 57 25 7 3 . 5 3 0 ST O R M D R A I N I N L E T P R O T E C T I O N EA C H 45 $2 2 5 . 0 0 $1 0 , 1 2 5 . 0 0 $9 6 . 0 0 $4 , 3 2 0 . 0 0 $2 5 0 . 0 0 $11,250.00$105.94$4,767.30 58 25 7 5 . 5 0 1 SE E D I N G AC R E 0. 1 5 $1 , 8 0 0 . 0 0 $2 7 0 . 0 0 $5 , 0 3 0 . 0 0 $7 5 4 . 5 0 $5 , 0 0 0 . 0 0 $750.00$5,341.47$801.22 59 25 7 5 . 5 0 2 SE E D M I X T U R E 2 4 0 PO U N D 20 $5 . 0 0 $1 0 0 . 0 0 $2 . 4 0 $4 8 . 0 0 $3 . 0 0 $60.00$50.85$1,017.00 60 25 7 5 . 5 0 5 SO D D I N G T Y P E S A L T R E S I S T A N T SQ Y D 75 0 0 $3 . 0 0 $2 2 , 5 0 0 . 0 0 $2 . 5 5 $1 9 , 1 2 5 . 0 0 $2 . 4 0 $18,000.00$2.68$20,100.00 61 25 7 5 . 5 3 2 FE R T I L I Z E R T Y P E 2 PO U N D 23 0 $0 . 5 0 $1 1 5 . 0 0 $0 . 7 0 $1 6 1 . 0 0 $0 . 6 5 $149.50$0.72$165.60 62 25 7 5 . 5 6 0 HY D R A U L I C S O I L S T A B I L I Z E R T Y P E 5 PO U N D 38 7 0 $0 . 5 0 $1 , 9 3 5 . 0 0 $0 . 8 0 $3 , 0 9 6 . 0 0 $0 . 7 5 $2,902.50$0.84$3,250.80 63 25 8 2 . 5 0 2 4" S O L I D L I N E W H I T E - E P O X Y LI N F T 20 9 0 $1 . 0 0 $2 , 0 9 0 . 0 0 $1 . 0 0 $2 , 0 9 0 . 0 0 $1 . 7 0 $3,553.00$1.00$2,090.00 64 25 8 2 . 5 0 2 12 " S O L I D L I N E W H I T E - E P O X Y LI N F T 26 4 $0 . 9 0 $2 3 7 . 6 0 $6 . 0 0 $1 , 5 8 4 . 0 0 $5 . 5 0 $1,452.00$6.13$1,618.32 To t a l S C H E D U L E A - S T R E E T I M P R O V E M E N T S ( R I V E R S T R E E T A N D S I D E S T R E E T S ) : $9 7 6 , 8 5 9 . 3 5 $9 3 6 , 6 1 8 . 2 0 $1,072,263.50 $1,038,273.30 SC H E D U L E B - S A N I T A R Y S E W E R I M P R O V E M E N T S ( R I V E R S T R E E T A N D S I D E S T R E E T S ) 65 21 0 4 . 5 0 1 RE M O V E S E W E R P I P E ( S A N I T A R Y ) LI N F T 25 3 0 $8 . 0 0 $2 0 , 2 4 0 . 0 0 $2 . 5 0 $6 , 3 2 5 . 0 0 $1 . 0 0 $2,530.00$3.40$8,602.00 66 21 0 4 . 5 0 1 RE M O V E S A N I T A R Y S E R V I C E P I P E LI N F T 14 4 0 $3 . 5 0 $5 , 0 4 0 . 0 0 $2 . 0 0 $2 , 8 8 0 . 0 0 $1 . 0 0 $1,440.00$4.20$6,048.00 67 21 0 4 . 5 0 9 RE M O V E D R O P I N L E T EA C H 1 $3 0 0 . 0 0 $3 0 0 . 0 0 $2 4 5 . 0 0 $2 4 5 . 0 0 $2 0 0 . 0 0 $200.00$240.00$240.00 Page 13 Pr o j e c t : 0 1 4 9 4 - 3 4 - M O N T - 2 0 1 0 S t r e e t R e c o n s t r u c t i o n P r o j e c t En g i n e e r s E s t i m a t e La t o u r C o n s t r u c t i o n Ge i s l i n g e r a n d S o n s , I n c . Landwehr Construction, Inc. It e m N o . It e m Un i t s Qu a n t i t y Un i t P r i c e To t a l P r i c e Un i t P r i c e To t a l P r i c e Un i t P r i c e Total Price Unit Price Total Price 68 21 0 4 . 5 0 9 RE M O V E M A N H O L E ( S A N I T A R Y ) EA C H 7 $6 5 0 . 0 0 $4 , 5 5 0 . 0 0 $3 3 5 . 0 0 $2 , 3 4 5 . 0 0 $3 0 0 . 0 0 $2,100.00$138.00$966.00 69 21 0 4 . 5 0 9 RE M O V E C A S T I N G A S S E M B L Y EA C H 3 $8 0 . 0 0 $2 4 0 . 0 0 $5 8 . 0 0 $1 7 4 . 0 0 $5 0 . 0 0 $150.00$38.00$114.00 70 21 0 5 . 5 2 2 SE L E C T G R A N U L A R B O R R O W ( C V ) CU Y D 27 $1 0 . 0 0 $2 7 0 . 0 0 $1 1 . 7 5 $3 1 7 . 2 5 $1 8 . 0 0 $486.00$21.68$585.36 71 21 0 5 . 6 0 1 DE W A T E R I N G LU M P S U M 1 $2 5 , 0 0 0 . 0 0 $2 5 , 0 0 0 . 0 0 $4 5 , 0 0 0 . 0 0 $4 5 , 0 0 0 . 0 0 $5 2 , 0 0 0 . 0 0 $52,000.00$80,123.38$80,123.38 72 22 1 1 . 5 0 1 AG G R E G A T E B A S E C L A S S 5 M O D TO N 10 $9 . 0 0 $9 0 . 0 0 $1 2 . 7 5 $1 2 7 . 5 0 $2 0 . 0 0 $200.00$33.53$335.30 73 23 3 1 . 6 0 4 BI T U M I N O U S P A V E M E N T R E C L A M A T I O N SQ Y D 24 $2 . 5 0 $6 0 . 0 0 $3 . 0 0 $7 2 . 0 0 $5 . 0 0 $120.00$7.20$172.80 74 23 5 7 . 5 0 2 BI T U M I N O U S M A T E R I A L F O R T A C K C O A T GA L L O N 2 $2 . 0 0 $4 . 0 0 $2 . 1 0 $4 . 2 0 $2 . 0 0 $4.00$2.23$4.46 75 23 6 0 . 5 0 1 TY P E S P 1 2 . 5 W E A R I N G C O U R S E M I X T U R E ( 2 , B ) TO N 2 $5 2 . 0 0 $1 0 4 . 0 0 $1 0 5 . 0 0 $2 1 0 . 0 0 $2 5 0 . 0 0 $500.00$111.47$222.94 76 23 6 0 . 5 0 2 TY P E S P 1 2 . 5 N O N W E A R I N G C O U R S E M I X T U R E ( 2 , B ) TO N 3 $5 0 . 0 0 $1 5 0 . 0 0 $1 0 0 . 0 0 $3 0 0 . 0 0 $2 5 0 . 0 0 $750.00$106.66$319.98 77 24 5 1 . 6 0 1 GR A N U L A R F O U N D A T I O N A N D / O R B E D D I N G CU Y D 80 $1 0 . 0 0 $8 0 0 . 0 0 $2 3 . 0 0 $1 , 8 4 0 . 0 0 $4 0 . 0 0 $3,200.00$14.15$1,132.00 78 25 0 1 . 6 0 5 CH E M I C A L G R O U T GA L L O N 6 $4 0 0 . 0 0 $2 , 4 0 0 . 0 0 $6 6 0 . 0 0 $3 , 9 6 0 . 0 0 $6 2 5 . 0 0 $3,750.00$748.54$4,491.24 79 25 0 3 . 5 1 1 10 " D U C T I L E I R O N P I P E S E W E R C L 5 2 LI N F T 12 $6 0 . 0 0 $7 2 0 . 0 0 $7 0 . 0 0 $8 4 0 . 0 0 $8 0 . 0 0 $960.00$186.92$2,243.04 80 25 0 3 . 5 4 1 10 " P V C P I P E S E W E R D E S I G N P R E S S U R E - D R 2 5 LI N F T 44 0 $5 6 . 0 0 $2 4 , 6 4 0 . 0 0 $2 1 . 0 0 $9 , 2 4 0 . 0 0 $4 7 . 0 0 $20,680.00$29.85$13,134.00 81 25 0 3 . 6 0 1 SA N I T A R Y S E W E R B Y P A S S LU M P S U M 1 $4 0 , 0 0 0 . 0 0 $4 0 , 0 0 0 . 0 0 $3 0 , 0 0 0 . 0 0 $3 0 , 0 0 0 . 0 0 $1 4 , 0 0 0 . 0 0 $14,000.00$16,927.65$16,927.65 82 25 0 3 . 6 0 2 CO N N E C T T O E X I S T I N G S A N I T A R Y S E W E R EA C H 40 $8 0 0 . 0 0 $3 2 , 0 0 0 . 0 0 $1 , 4 0 0 . 0 0 $5 6 , 0 0 0 . 0 0 $8 5 0 . 0 0 $34,000.00$141.36$5,654.40 83 25 0 3 . 6 0 2 CO N N E C T T O E X I S T I N G M A N H O L E S ( S A N ) EA C H 4 $1 , 1 0 0 . 0 0 $4 , 4 0 0 . 0 0 $2 , 3 0 0 . 0 0 $9 , 2 0 0 . 0 0 $9 0 0 . 0 0 $3,600.00$337.78$1,351.12 84 25 0 3 . 6 0 2 CO N N E C T T O E X I S T I N G S A N I T A R Y S E W E R S E R V I C E EA C H 53 $3 5 0 . 0 0 $1 8 , 5 5 0 . 0 0 $3 2 0 . 0 0 $1 6 , 9 6 0 . 0 0 $3 5 0 . 0 0 $18,550.00$96.23$5,100.19 85 25 0 3 . 6 0 2 CH I M N E Y S E A L S EA C H 11 $1 5 0 . 0 0 $1 , 6 5 0 . 0 0 $2 2 5 . 0 0 $2 , 4 7 5 . 0 0 $1 5 0 . 0 0 $1,650.00$207.00$2,277.00 86 25 0 3 . 6 0 2 8" X 6 " P V C W Y E EA C H 17 $1 2 0 . 0 0 $2 , 0 4 0 . 0 0 $1 9 5 . 0 0 $3 , 3 1 5 . 0 0 $8 0 . 0 0 $1,360.00$152.00$2,584.00 87 25 0 3 . 6 0 2 10 " X 6 " P V C W Y E EA C H 33 $1 5 0 . 0 0 $4 , 9 5 0 . 0 0 $2 8 5 . 0 0 $9 , 4 0 5 . 0 0 $1 4 0 . 0 0 $4,620.00$231.00$7,623.00 88 25 0 3 . 6 0 2 12 " X 6 " P V C W Y E EA C H 3 $1 8 5 . 0 0 $5 5 5 . 0 0 $3 5 0 . 0 0 $1 , 0 5 0 . 0 0 $1 8 0 . 0 0 $540.00$290.00$870.00 89 25 0 3 . 6 0 2 LA T E R A L G R O U T I N G EA C H 5 $1 , 0 0 0 . 0 0 $5 , 0 0 0 . 0 0 $8 3 0 . 0 0 $4 , 1 5 0 . 0 0 $8 0 0 . 0 0 $4,000.00$885.00$4,425.00 90 25 0 3 . 6 0 3 LI N I N G S E W E R P I P E 8 " LI N F T 24 0 3 $5 0 . 0 0 $1 2 0 , 1 5 0 . 0 0 $3 8 . 2 5 $9 1 , 9 1 4 . 7 5 $2 7 . 0 0 $64,881.00$30.11$72,354.33 91 25 0 3 . 6 0 3 LI N I N G S E W E R P I P E 1 0 " LI N F T 84 8 $5 5 . 0 0 $4 6 , 6 4 0 . 0 0 $3 2 . 5 5 $2 7 , 6 0 2 . 4 0 $3 1 . 0 0 $26,288.00$34.57$29,315.36 92 25 0 3 . 6 0 3 LI N I N G S E W E R P I P E 1 2 " LI N F T 92 $7 5 . 0 0 $6 , 9 0 0 . 0 0 $1 1 8 . 0 0 $1 0 , 8 5 6 . 0 0 $3 5 . 0 0 $3,220.00$134.93$12,413.56 93 25 0 3 . 6 0 3 6" P V C P I P E S E W E R - S D R 2 6 LI N F T 13 9 3 $2 3 . 0 0 $3 2 , 0 3 9 . 0 0 $1 8 . 5 5 $2 5 , 8 4 0 . 1 5 $1 6 . 0 0 $22,288.00$19.83$27,623.19 94 25 0 3 . 6 0 3 SA N I T A R Y S E W E R I N S P E C T I O N ( T E L E V I S I N G ) LI N F T 53 1 5 $1 . 5 0 $7 , 9 7 2 . 5 0 $1 . 1 0 $5 , 8 4 6 . 5 0 $1 . 0 5 $5,580.75$0.80$4,252.00 95 25 0 3 . 6 0 3 8" P V C P I P E S E W E R - S D R 3 5 LI N F T 59 3 $2 8 . 0 0 $1 6 , 6 0 4 . 0 0 $2 1 . 6 0 $1 2 , 8 0 8 . 8 0 $2 6 . 0 0 $15,418.00$34.23$20,298.39 96 25 0 3 . 6 0 3 10 " P V C P I P E S E W E R - S D R 3 5 LI N F T 13 9 9 $3 5 . 0 0 $4 8 , 9 6 5 . 0 0 $2 5 . 5 0 $3 5 , 6 7 4 . 5 0 $2 9 . 0 0 $40,571.00$24.46$34,219.54 97 25 0 3 . 6 0 3 12 " P V C P I P E S E W E R - S D R 3 5 LI N F T 31 9 $4 5 . 0 0 $1 4 , 3 5 5 . 0 0 $3 0 . 0 0 $9 , 5 7 0 . 0 0 $3 2 . 0 0 $10,208.00$23.96$7,643.24 98 25 0 6 . 5 1 6 CA S T I N G A S S E M B L Y ( S A N I T A R Y ) EA C H 10 $4 5 0 . 0 0 $4 , 5 0 0 . 0 0 $7 3 5 . 0 0 $7 , 3 5 0 . 0 0 $3 0 0 . 0 0 $3,000.00$436.14$4,361.40 99 25 0 6 . 5 2 2 AD J U S T F R A M E & R I N G C A S T I N G ( S A N I T A R Y ) EA C H 2 $3 5 0 . 0 0 $7 0 0 . 0 0 $4 6 0 . 0 0 $9 2 0 . 0 0 $2 8 0 . 0 0 $560.00$81.00$162.00 10 0 25 0 6 . 6 0 1 CO N S T R U C T L I F T S T A T I O N LU M P S U M 1 $1 2 0 , 0 0 0 . 0 0 $1 2 0 , 0 0 0 . 0 0 $9 2 , 0 0 0 . 0 0 $9 2 , 0 0 0 . 0 0 $7 1 , 0 0 0 . 0 0 $71,000.00$131,727.54$131,727.54 10 1 25 0 6 . 6 0 2 RE C O N S T R U C T S A N I T A R Y M A N H O L E S EA C H 4 $5 0 0 . 0 0 $2 , 0 0 0 . 0 0 $1 , 4 0 0 . 0 0 $5 , 6 0 0 . 0 0 $1 , 0 0 0 . 0 0 $4,000.00$553.08$2,212.32 10 2 25 0 6 . 6 0 3 CO N S T R U C T 1 0 " O U T S I D E D R O P LI N F T 5. 9 $2 9 0 . 0 0 $1 , 7 1 1 . 0 0 $1 , 3 0 0 . 0 0 $7 , 6 7 0 . 0 0 $5 0 0 . 0 0 $2,950.00$503.81$2,972.48 Page 14 Pr o j e c t : 0 1 4 9 4 - 3 4 - M O N T - 2 0 1 0 S t r e e t R e c o n s t r u c t i o n P r o j e c t En g i n e e r s E s t i m a t e La t o u r C o n s t r u c t i o n Ge i s l i n g e r a n d S o n s , I n c . Landwehr Construction, Inc. It e m N o . It e m Un i t s Qu a n t i t y Un i t P r i c e To t a l P r i c e Un i t P r i c e To t a l P r i c e Un i t P r i c e Total Price Unit Price Total Price 10 3 25 0 6 . 6 0 3 CO N S T 4 8 " D I A S A N S E W E R M A N H O L E LI N F T 96 . 8 5 $1 8 0 . 0 0 $1 7 , 4 3 3 . 0 0 $1 0 6 . 0 0 $1 0 , 2 6 6 . 1 0 $1 6 0 . 0 0 $15,496.00$217.14$21,030.01 10 4 25 7 3 . 5 0 2 SI L T F E N C E , T Y P E M A C H I N E S L I C E D LI N F T 16 6 $2 . 0 0 $3 3 2 . 0 0 $1 . 9 5 $3 2 3 . 7 0 $2 . 0 0 $332.00$2.06$341.96 10 5 25 7 5 . 5 0 5 SO D D I N G T Y P E S A L T R E S I S T A N T SQ Y D 16 5 $3 . 0 0 $4 9 5 . 0 0 $2 . 5 5 $4 2 0 . 7 5 $2 . 4 0 $396.00$2.68$442.20 To t a l S C H E D U L E B - S A N I T A R Y S E W E R I M P R O V E M EN T S ( R I V E R S T R E E T A N D S I D E S T R E E T S ) : $6 3 4 , 5 4 9 . 5 0 $5 5 1 , 0 9 8 . 6 0 $457,578.75 $536,916.38 SC H E D U L E C - W A T E R M A I N I M P R O V E M E N T S ( R I V E R S T R E E T A N D S I D E S T R E E T S ) 10 6 21 0 3 . 5 0 7 DI S C O N N E C T W A T E R S E R V I C E EA C H 17 $1 5 0 . 0 0 $2 , 5 5 0 . 0 0 $5 9 . 0 0 $1 , 0 0 3 . 0 0 $5 0 . 0 0 $850.00$132.00$2,244.00 10 7 21 0 4 . 5 0 1 RE M O V E W A T E R M A I N LI N F T 25 1 0 $1 0 . 0 0 $2 5 , 1 0 0 . 0 0 $4 . 0 0 $1 0 , 0 4 0 . 0 0 $2 . 0 0 $5,020.00$1.70$4,267.00 10 8 21 0 4 . 5 0 1 RE M O V E W A T E R S E R V I C E P I P E LI N F T 12 7 0 $3 . 7 5 $4 , 7 6 2 . 5 0 $2 . 7 5 $3 , 4 9 2 . 5 0 $1 . 0 0 $1,270.00$2.00$2,540.00 10 9 21 0 4 . 5 0 9 RE M O V E H Y D R A N T EA C H 6 $4 5 0 . 0 0 $2 , 7 0 0 . 0 0 $2 6 5 . 0 0 $1 , 5 9 0 . 0 0 $2 0 0 . 0 0 $1,200.00$188.00$1,128.00 11 0 21 0 4 . 5 0 9 RE M O V E C U R B S T O P & B O X EA C H 26 $1 2 5 . 0 0 $3 , 2 5 0 . 0 0 $3 7 . 0 0 $9 6 2 . 0 0 $5 0 . 0 0 $1,300.00$66.00$1,716.00 11 1 21 0 4 . 5 0 9 RE M O V E G A T E V A L V E & B O X EA C H 15 $2 0 0 . 0 0 $3 , 0 0 0 . 0 0 $1 2 5 . 0 0 $1 , 8 7 5 . 0 0 $1 0 0 . 0 0 $1,500.00$109.00$1,635.00 11 2 21 0 4 . 5 2 3 SA L V A G E G A T E V A L V E EA C H 2 $2 5 0 . 0 0 $5 0 0 . 0 0 $1 8 0 . 0 0 $3 6 0 . 0 0 $2 5 0 . 0 0 $500.00$164.00$328.00 11 3 21 0 4 . 5 2 3 SA L V A G E H Y D R A N T EA C H 1 $4 5 0 . 0 0 $4 5 0 . 0 0 $3 1 0 . 0 0 $3 1 0 . 0 0 $5 0 0 . 0 0 $500.00$328.00$328.00 11 4 24 5 1 . 6 0 1 GR A N U L A R F O U N D A T I O N A N D / O R B E D D I N G CU Y D 80 $1 0 . 0 0 $8 0 0 . 0 0 $2 3 . 0 0 $1 , 8 4 0 . 0 0 $3 8 . 0 0 $3,040.00$14.47$1,157.60 11 5 25 0 4 . 6 0 1 TE M P O R A R Y W A T E R S E R V I C E LU M P S U M 1 $7 , 5 0 0 . 0 0 $7 , 5 0 0 . 0 0 $8 , 0 0 0 . 0 0 $8 , 0 0 0 . 0 0 $8 , 0 0 0 . 0 0 $8,000.00$20,557.21$20,557.21 11 6 25 0 4 . 6 0 2 RE C O N N E C T W A T E R S E R V I C E EA C H 17 $3 5 0 . 0 0 $5 , 9 5 0 . 0 0 $1 2 6 . 0 0 $2 , 1 4 2 . 0 0 $3 5 0 . 0 0 $5,950.00$102.00$1,734.00 11 7 25 0 4 . 6 0 2 CO N N E C T T O E X I S T I N G W A T E R M A I N EA C H 15 $1 , 0 0 0 . 0 0 $1 5 , 0 0 0 . 0 0 $8 4 5 . 0 0 $1 2 , 6 7 5 . 0 0 $9 0 0 . 0 0 $13,500.00$507.15$7,607.25 11 8 25 0 4 . 6 0 2 IN S T A L L H Y D R A N T EA C H 8 $2 , 0 0 0 . 0 0 $1 6 , 0 0 0 . 0 0 $2 , 8 0 0 . 0 0 $2 2 , 4 0 0 . 0 0 $3 , 5 5 0 . 0 0 $28,400.00$3,186.00$25,488.00 11 9 25 0 4 . 6 0 2 AD J U S T V A L V E B O X EA C H 2 $5 0 0 . 0 0 $1 , 0 0 0 . 0 0 $2 3 7 . 0 0 $4 7 4 . 0 0 $1 5 0 . 0 0 $300.00$137.00$274.00 12 0 25 0 4 . 6 0 2 1" C O R P O R A T I O N S T O P EA C H 40 $1 5 0 . 0 0 $6 , 0 0 0 . 0 0 $1 0 1 . 0 0 $4 , 0 4 0 . 0 0 $5 0 . 0 0 $2,000.00$135.00$5,400.00 12 1 25 0 4 . 6 0 2 6" G A T E V A L V E A N D B O X EA C H 18 $1 , 0 0 0 . 0 0 $1 8 , 0 0 0 . 0 0 $1 , 0 5 5 . 0 0 $1 8 , 9 9 0 . 0 0 $1 , 0 5 0 . 0 0 $18,900.00$1,125.00$20,250.00 12 2 25 0 4 . 6 0 2 8" G A T E V A L V E A N D B O X EA C H 10 $1 , 3 0 0 . 0 0 $1 3 , 0 0 0 . 0 0 $1 , 4 0 0 . 0 0 $1 4 , 0 0 0 . 0 0 $1 , 4 0 0 . 0 0 $14,000.00$1,548.00$15,480.00 12 3 25 0 4 . 6 0 2 12 " X 8 " W E T T A P EA C H 1 $2 , 8 0 0 . 0 0 $2 , 8 0 0 . 0 0 $3 , 7 0 0 . 0 0 $3 , 7 0 0 . 0 0 $4 , 0 0 0 . 0 0 $4,000.00$2,737.39$2,737.39 12 4 25 0 4 . 6 0 2 1" C U R B S T O P & B O X EA C H 23 $2 2 5 . 0 0 $5 , 1 7 5 . 0 0 $2 4 0 . 0 0 $5 , 5 2 0 . 0 0 $1 0 0 . 0 0 $2,300.00$309.00$7,107.00 12 5 25 0 4 . 6 0 2 IN S T A L L S A L V A G E D H Y D R A N T EA C H 1 $5 0 0 . 0 0 $5 0 0 . 0 0 $6 3 3 . 0 0 $6 3 3 . 0 0 $1 , 3 0 0 . 0 0 $1,300.00$805.00$805.00 12 6 25 0 4 . 6 0 3 1" T Y P E K C O P P E R P I P E LI N F T 81 0 $2 3 . 0 0 $1 8 , 6 3 0 . 0 0 $2 1 . 0 0 $1 7 , 0 1 0 . 0 0 $1 8 . 0 0 $14,580.00$28.60$23,166.00 12 7 25 0 4 . 6 0 3 6" W A T E R M A I N D U C T I L E I R O N C L 5 2 LI N F T 19 9 $2 9 . 0 0 $5 , 7 7 1 . 0 0 $3 0 . 0 0 $5 , 9 7 0 . 0 0 $2 4 . 0 0 $4,776.00$53.93$10,732.07 12 8 25 0 4 . 6 0 3 8" W A T E R M A I N D U C T I L E I R O N C L 5 2 LI N F T 33 8 7 $3 2 . 0 0 $1 0 8 , 3 8 4 . 0 0 $3 3 . 7 5 $1 1 4 , 3 1 1 . 2 5 $2 9 . 0 0 $98,223.00$28.95$98,053.65 12 9 25 0 4 . 6 0 4 4" P O L Y S T Y R E N E I N S U L A T I O N SQ Y D 19 0 $2 8 . 0 0 $5 , 3 2 0 . 0 0 $3 5 . 0 0 $6 , 6 5 0 . 0 0 $2 0 . 0 0 $3,800.00$30.11$5,720.90 13 0 25 0 4 . 6 0 8 DU C T I L E I R O N F I T T I N G S PO U N D 45 9 0 $3 . 0 0 $1 3 , 7 7 0 . 0 0 $4 . 0 0 $1 8 , 3 6 0 . 0 0 $2 . 0 0 $9,180.00$3.23$14,825.70 To t a l S C H E D U L E C - W A T E R M A I N I M P R O V E M E N T S ( R I V E R S T R E E T A N D S I D E S T R E E T S ) : $2 8 5 , 9 1 2 . 5 0 $2 7 6 , 3 4 7 . 7 5 $244,389.00 $275,281.77 SC H E D U L E D - S T O R M S E W E R I M P R O V E M E N T S ( R I V E R S T R E E T A N D S I D E S T R E E T S ) 13 1 21 0 4 . 5 0 1 RE M O V E P I P E D R A I N LI N F T 23 0 $1 . 5 0 $3 4 5 . 0 0 $1 . 7 5 $4 0 2 . 5 0 $1 . 0 0 $230.00$1.70$391.00 13 2 21 0 4 . 5 0 1 RE M O V E S E W E R P I P E ( S T O R M ) LI N F T 99 0 $8 . 0 0 $7 , 9 2 0 . 0 0 $5 . 0 0 $4 , 9 5 0 . 0 0 $4 . 0 0 $3,960.00$2.30$2,277.00 13 3 21 0 4 . 5 0 9 RE M O V E P I P E A P R O N EA C H 1 $2 7 5 . 0 0 $2 7 5 . 0 0 $2 0 0 . 0 0 $2 0 0 . 0 0 $1 5 0 . 0 0 $150.00$75.00$75.00 Page 15 Pr o j e c t : 0 1 4 9 4 - 3 4 - M O N T - 2 0 1 0 S t r e e t R e c o n s t r u c t i o n P r o j e c t En g i n e e r s E s t i m a t e La t o u r C o n s t r u c t i o n Ge i s l i n g e r a n d S o n s , I n c . Landwehr Construction, Inc. It e m N o . It e m Un i t s Qu a n t i t y Un i t P r i c e To t a l P r i c e Un i t P r i c e To t a l P r i c e Un i t P r i c e Total Price Unit Price Total Price 13 4 21 0 4 . 5 0 9 RE M O V E M A N H O L E O R C A T C H B A S I N EA C H 21 $2 5 0 . 0 0 $5 , 2 5 0 . 0 0 $2 7 0 . 0 0 $5 , 6 7 0 . 0 0 $3 0 0 . 0 0 $6,300.00$89.00$1,869.00 13 5 21 0 4 . 5 0 9 RE M O V E C A S T I N G A S S E M B L Y EA C H 3 $8 0 . 0 0 $2 4 0 . 0 0 $5 8 . 0 0 $1 7 4 . 0 0 $5 0 . 0 0 $150.00$51.00$153.00 13 6 21 0 4 . 5 2 3 SA L V A G E A N D R E I N S T A L L C A T C H B A S I N EA C H 1 $1 , 5 0 0 . 0 0 $1 , 5 0 0 . 0 0 $8 4 5 . 0 0 $8 4 5 . 0 0 $2 0 0 . 0 0 $200.00$955.00$955.00 13 7 21 0 5 . 6 0 4 GE O T E X T I L E F A B R IC T Y P E I V SQ Y D 20 $2 . 0 0 $4 0 . 0 0 $3 . 0 0 $6 0 . 0 0 $5 . 0 0 $100.00$1.60$32.00 13 8 24 5 1 . 6 0 1 GR A N U L A R F O U N D A T I O N A N D / O R B E D D I N G CU Y D 23 0 $1 0 . 0 0 $2 , 3 0 0 . 0 0 $2 3 . 0 0 $5 , 2 9 0 . 0 0 $4 0 . 0 0 $9,200.00$13.58$3,123.40 13 9 25 0 1 . 5 1 5 15 " R C P I P E A P R O N EA C H 1 $4 5 0 . 0 0 $4 5 0 . 0 0 $4 2 0 . 0 0 $4 2 0 . 0 0 $6 0 0 . 0 0 $600.00$379.54$379.54 14 0 25 0 1 . 6 0 2 TR A S H G U A R D F O R 1 5 " P I P E A P R O N EA C H 1 $4 0 0 . 0 0 $4 0 0 . 0 0 $2 1 0 . 0 0 $2 1 0 . 0 0 $1 6 0 . 0 0 $160.00$236.97$236.97 14 1 25 0 1 . 6 0 2 TR A S H G U A R D F O R 3 6 " P I P E A P R O N EA C H 1 $8 0 0 . 0 0 $8 0 0 . 0 0 $5 2 0 . 0 0 $5 2 0 . 0 0 $5 0 0 . 0 0 $500.00$628.61$628.61 14 2 25 0 1 . 6 0 2 36 " R C P I P E A P R O N W / P I L I N G EA C H 1 $2 , 1 0 0 . 0 0 $2 , 1 0 0 . 0 0 $2 , 2 0 0 . 0 0 $2 , 2 0 0 . 0 0 $3 , 0 0 0 . 0 0 $3,000.00$6,765.43$6,765.43 14 3 25 0 2 . 5 4 1 6" P E R F P E P I P E D R A I N LI N F T 65 0 $1 0 . 0 0 $6 , 5 0 0 . 0 0 $9 . 5 0 $6 , 1 7 5 . 0 0 $8 . 0 0 $5,200.00$15.63$10,159.50 14 4 25 0 3 . 5 4 1 12 " R C P I P E S E W E R D E S I G N 3 0 0 6 C L A S S V LI N F T 10 2 $2 7 . 0 0 $2 , 7 5 4 . 0 0 $2 3 . 7 5 $2 , 4 2 2 . 5 0 $3 8 . 0 0 $3,876.00$53.79$5,486.58 14 5 25 0 3 . 5 4 1 15 " R C P I P E S E W E R D E S I G N 3 0 0 6 C L A S S V LI N F T 52 2 $2 8 . 0 0 $1 4 , 6 1 6 . 0 0 $2 6 . 2 5 $1 3 , 7 0 2 . 5 0 $4 0 . 0 0 $20,880.00$35.12$18,332.64 14 6 25 0 3 . 5 4 1 18 " R C P I P E S E W E R D E S I G N 3 0 0 6 C L A S S I I I LI N F T 92 $2 9 . 0 0 $2 , 6 6 8 . 0 0 $3 0 . 0 0 $2 , 7 6 0 . 0 0 $4 2 . 0 0 $3,864.00$28.92$2,660.64 14 7 25 0 3 . 5 4 1 24 " R C P I P E S E W E R D E S I G N 3 0 0 6 C L A S S I I I LI N F T 34 2 $3 9 . 0 0 $1 3 , 3 3 8 . 0 0 $3 4 . 5 0 $1 1 , 7 9 9 . 0 0 $4 8 . 0 0 $16,416.00$34.12$11,669.04 14 8 25 0 3 . 5 4 1 36 " R C P I P E S E W E R D E S I G N 3 0 0 6 C L A S S I I I LI N F T 90 $6 2 . 0 0 $5 , 5 8 0 . 0 0 $6 1 . 3 0 $5 , 5 1 7 . 0 0 $6 5 . 0 0 $5,850.00$65.09$5,858.10 14 9 25 0 3 . 5 7 3 RE P A I R S T O R M S E W E R EA C H 3 $1 , 2 0 0 . 0 0 $3 , 6 0 0 . 0 0 $9 0 0 . 0 0 $2 , 7 0 0 . 0 0 $1 , 6 0 0 . 0 0 $4,800.00$774.77$2,324.31 15 0 25 0 3 . 6 0 2 CO N N E C T T O E X I S T I N G S T O R M S E W E R EA C H 22 $5 0 0 . 0 0 $1 1 , 0 0 0 . 0 0 $5 5 0 . 0 0 $1 2 , 1 0 0 . 0 0 $9 0 0 . 0 0 $19,800.00$338.04$7,436.88 15 1 25 0 3 . 6 0 2 CO N S T R U C T I O N J O I N T EA C H 8 $6 5 0 . 0 0 $5 , 2 0 0 . 0 0 $5 9 0 . 0 0 $4 , 7 2 0 . 0 0 $1 , 6 0 0 . 0 0 $12,800.00$338.26$2,706.08 15 2 25 0 3 . 6 0 2 CO N N E C T I N T O E X I S T I N G D R A I N A G E S T R U C T U R E EA C H 11 $6 5 0 . 0 0 $7 , 1 5 0 . 0 0 $1 , 0 8 0 . 0 0 $1 1 , 8 8 0 . 0 0 $1 , 0 0 0 . 0 0 $11,000.00$36.06$396.66 15 3 25 0 3 . 6 0 3 ST O R M S E W E R I N S P E C T I O N ( T E L E V I S I N G ) LI N F T 10 5 8 $2 . 0 0 $2 , 1 1 6 . 0 0 $0 . 6 0 $6 3 4 . 8 0 $1 . 0 5 $1,110.90$1.10$1,163.80 15 4 25 0 6 . 5 0 1 CO N S T R U C T D R A I N A G E S T R U C T U R E D E S I G N G LI N F T 1 $3 5 0 . 0 0 $3 5 0 . 0 0 $1 , 2 0 0 . 0 0 $1 , 2 0 0 . 0 0 $1 , 7 0 0 . 0 0 $1,700.00$1,209.58$1,209.58 15 5 25 0 6 . 5 0 1 CO N S T R U C T D R A I N A G E S T R U C T U R E D E S I G N 4 8 - 4 0 2 0 LI N F T 84 . 1 4 $2 5 0 . 0 0 $2 1 , 0 3 5 . 0 0 $2 1 0 . 0 0 $1 7 , 6 6 9 . 4 0 $2 0 0 . 0 0 $16,828.00$199.24$16,764.05 15 6 25 0 6 . 5 0 1 CO N S T R U C T D R A I N A G E S T R U C T U R E D E S I G N 6 0 - 4 0 2 0 LI N F T 14 . 6 1 $4 4 0 . 0 0 $6 , 4 2 8 . 4 0 $3 0 5 . 0 0 $4 , 4 5 6 . 0 5 $3 6 0 . 0 0 $5,259.60$309.35$4,519.60 15 7 25 0 6 . 5 0 2 CO N S T R U C T D R A I N A G E S T R U C T U R E D E S I G N S P E C I A L 1 EA C H 11 $1 , 2 0 0 . 0 0 $1 3 , 2 0 0 . 0 0 $9 5 0 . 0 0 $1 0 , 4 5 0 . 0 0 $1 , 6 0 0 . 0 0 $17,600.00$1,461.86$16,080.46 15 8 25 0 6 . 5 1 6 CA S T I N G A S S E M B L Y ( S T O R M ) EA C H 13 $5 0 0 . 0 0 $6 , 5 0 0 . 0 0 $6 3 0 . 0 0 $8 , 1 9 0 . 0 0 $5 0 0 . 0 0 $6,500.00$470.37$6,114.81 15 9 25 0 6 . 5 2 2 AD J U S T F R A M E & R I N G C A S T I N G ( S T O R M ) EA C H 20 $4 5 0 . 0 0 $9 , 0 0 0 . 0 0 $4 6 0 . 0 0 $9 , 2 0 0 . 0 0 $2 8 0 . 0 0 $5,600.00$107.00$2,140.00 16 0 25 0 6 . 6 0 2 RE C O N S T R U C T D R A I N A G E S T R U C T U R E EA C H 1 $1 , 5 0 0 . 0 0 $1 , 5 0 0 . 0 0 $5 0 0 . 0 0 $5 0 0 . 0 0 $1 , 0 0 0 . 0 0 $1,000.00$905.00$905.00 16 1 25 1 1 . 5 0 1 RA N D O M R I P R A P C L A S S I V - G R O U T E D CU Y D 10 $1 3 5 . 0 0 $1 , 3 5 0 . 0 0 $1 3 0 . 0 0 $1 , 3 0 0 . 0 0 $1 2 5 . 0 0 $1,250.00$138.00$1,380.00 To t a l S C H E D U L E D - S T O R M S E W E R I M P R O V E M E N T S ( R I V E R S T R E E T A N D S I D E S T R E E T S ) : $1 5 5 , 5 0 5 . 4 0 $1 4 8 , 3 1 7 . 7 5 $185,884.50 $134,193.68 SC H E D U L E E - P R A I R I E R O A D I M P R O V E M E N T S 16 2 20 2 1 . 5 0 1 MO B I L I Z A T I O N LU M P S U M 1 $1 0 , 0 0 0 . 0 0 $1 0 , 0 0 0 . 0 0 $6 , 8 2 5 . 0 0 $6 , 8 2 5 . 0 0 $8 , 0 0 0 . 0 0 $8,000.00$1,796.50$1,796.50 16 3 21 0 3 . 5 0 5 DI S C O N N E C T S E W E R S E R V I C E EA C H 4 $1 0 0 . 0 0 $4 0 0 . 0 0 $9 5 . 0 0 $3 8 0 . 0 0 $1 0 0 . 0 0 $400.00$79.00$316.00 16 4 21 0 4 . 5 0 1 RE M O V E P I P E C U L V E R T S LI N F T 56 0 $9 . 0 0 $5 , 0 4 0 . 0 0 $3 . 7 5 $2 , 1 0 0 . 0 0 $3 . 0 0 $1,680.00$1.25$700.00 16 5 21 0 4 . 5 0 1 RE M O V E S E W E R P I P E ( S T O R M ) LI N F T 70 $8 . 0 0 $5 6 0 . 0 0 $5 . 0 0 $3 5 0 . 0 0 $4 . 0 0 $280.00$4.50$315.00 16 6 21 0 4 . 5 0 1 RE M O V E C U R B A N D G U T T E R LI N F T 10 0 $3 . 5 0 $3 5 0 . 0 0 $2 . 6 5 $2 6 5 . 0 0 $2 . 0 0 $200.00$2.00$200.00 Page 16 Pr o j e c t : 0 1 4 9 4 - 3 4 - M O N T - 2 0 1 0 S t r e e t R e c o n s t r u c t i o n P r o j e c t En g i n e e r s E s t i m a t e La t o u r C o n s t r u c t i o n Ge i s l i n g e r a n d S o n s , I n c . Landwehr Construction, Inc. It e m N o . It e m Un i t s Qu a n t i t y Un i t P r i c e To t a l P r i c e Un i t P r i c e To t a l P r i c e Un i t P r i c e Total Price Unit Price Total Price 16 7 21 0 4 . 5 0 1 RE M O V E S A N I T A R Y S E R V I C E P I P E LI N F T 10 5 $3 . 5 0 $3 6 7 . 5 0 $2 . 4 5 $2 5 7 . 2 5 $1 . 0 0 $105.00$2.30$241.50 16 8 21 0 4 . 5 0 5 RE M O V E C O N C R E T E D R I V E W A Y P A V E M E N T SQ Y D 90 $3 . 5 0 $3 1 5 . 0 0 $5 . 2 5 $4 7 2 . 5 0 $5 . 0 0 $450.00$4.45$400.50 16 9 21 0 4 . 5 0 5 RE M O V E B I T U M I N O U S D R I V E W A Y P A V E M E N T SQ Y D 58 5 $2 . 5 0 $1 , 4 6 2 . 5 0 $3 . 1 5 $1 , 8 4 2 . 7 5 $3 . 0 0 $1,755.00$2.20$1,287.00 17 0 21 0 4 . 5 0 5 RE M O V E B I T U M I N O U S P A V E M E N T SQ Y D 48 7 5 $3 . 0 0 $1 4 , 6 2 5 . 0 0 $1 . 8 0 $8 , 7 7 5 . 0 0 $2 . 2 0 $10,725.00$0.60$2,925.00 17 1 21 0 4 . 5 0 9 RE M O V E M A I L B O X S U P P O R T EA C H 16 $5 0 . 0 0 $8 0 0 . 0 0 $2 1 . 0 0 $3 3 6 . 0 0 $4 0 . 0 0 $640.00$25.00$400.00 17 2 21 0 4 . 5 0 9 RE M O V E M A I L B O X EA C H 16 $3 0 . 0 0 $4 8 0 . 0 0 $1 1 . 0 0 $1 7 6 . 0 0 $4 0 . 0 0 $640.00$25.00$400.00 17 3 21 0 4 . 5 1 1 SA W I N G C O N C R E T E P A V E M E N T ( F U L L D E P T H ) LI N F T 20 $5 . 0 0 $1 0 0 . 0 0 $3 . 2 5 $6 5 . 0 0 $6 . 0 0 $120.00$3.85$77.00 17 4 21 0 4 . 5 1 3 SA W I N G B I T U M I N O U S P A V E M E N T ( F U L L D E P T H ) LI N F T 40 0 $2 . 5 0 $1 , 0 0 0 . 0 0 $2 . 2 5 $9 0 0 . 0 0 $2 . 0 0 $800.00$3.08$1,232.00 17 5 21 0 4 . 5 2 3 SA L V A G E S I G N EA C H 13 $3 0 . 0 0 $3 9 0 . 0 0 $2 6 . 2 5 $3 4 1 . 2 5 $5 0 . 0 0 $650.00$25.00$325.00 17 6 21 0 5 . 5 0 1 CO M M O N E X C A V A T I O N CU Y D 85 5 0 $6 . 0 0 $5 1 , 3 0 0 . 0 0 $5 . 2 5 $4 4 , 8 8 7 . 5 0 $4 . 7 0 $40,185.00$6.43$54,976.50 17 7 21 0 5 . 5 0 7 SU B G R A D E E X C A V A T I O N ( E V ) CU Y D 50 0 $1 0 . 0 0 $5 , 0 0 0 . 0 0 $5 . 2 5 $2 , 6 2 5 . 0 0 $1 . 0 0 $500.00$17.96$8,980.00 17 8 21 0 5 . 5 2 2 SE L E C T G R A N U L A R B O R R O W ( C V ) CU Y D 55 2 0 $1 0 . 0 0 $5 5 , 2 0 0 . 0 0 $1 1 . 0 0 $6 0 , 7 2 0 . 0 0 $4 . 0 0 $22,080.00$13.07$72,146.40 17 9 21 0 5 . 6 0 4 GE O T E X T I L E F A B R IC T Y P E I V SQ Y D 18 $2 . 0 0 $3 6 . 0 0 $2 . 6 5 $4 7 . 7 0 $2 . 0 0 $36.00$1.60$28.80 18 0 21 1 2 . 5 0 1 SU B G R A D E P R E P A R A T I O N RO A D S T A 16 . 1 $2 5 0 . 0 0 $4 , 0 2 5 . 0 0 $2 0 0 . 0 0 $3 , 2 2 0 . 0 0 $6 5 0 . 0 0 $10,465.00$97.02$1,562.02 18 1 21 2 3 . 6 1 0 ST R E E T S W E E P E R ( W I T H P I C K U P B R O O M ) HO U R 20 $1 0 5 . 0 0 $2 , 1 0 0 . 0 0 $1 0 0 . 0 0 $2 , 0 0 0 . 0 0 $1 0 5 . 0 0 $2,100.00$112.00$2,240.00 18 2 21 3 0 . 5 0 1 WA T E R M G A L L O N S 25 $2 5 . 0 0 $6 2 5 . 0 0 $2 6 . 2 5 $6 5 6 . 2 5 $2 5 . 0 0 $625.00$33.00$825.00 18 3 22 1 1 . 5 0 1 AG G R E G A T E B A S E C L A S S 5 M O D TO N 22 5 0 $9 . 0 0 $2 0 , 2 5 0 . 0 0 $1 0 . 0 0 $2 2 , 5 0 0 . 0 0 $1 2 . 0 0 $27,000.00$12.59$28,327.50 18 4 23 5 7 . 5 0 2 BI T U M I N O U S M A T E R I A L F O R T A C K C O A T GA L L O N 30 0 $2 . 0 0 $6 0 0 . 0 0 $2 . 1 0 $6 3 0 . 0 0 $2 . 0 0 $600.00$2.23$669.00 18 5 23 6 0 . 5 0 1 TY P E S P 1 2 . 5 W E A R I N G C O U R S E M I X T U R E ( 2 , B ) TO N 71 5 $5 2 . 0 0 $3 7 , 1 8 0 . 0 0 $4 9 . 4 0 $3 5 , 3 2 1 . 0 0 $4 8 . 0 0 $34,320.00$52.45$37,501.75 18 6 23 6 0 . 5 0 2 TY P E S P 1 2 . 5 N O N W E A R I N G C O U R S E M I X T U R E ( 2 , B ) TO N 71 5 $5 0 . 0 0 $3 5 , 7 5 0 . 0 0 $5 2 . 4 0 $3 7 , 4 6 6 . 0 0 $5 0 . 0 0 $35,750.00$55.65$39,789.75 18 7 23 6 0 . 5 0 3 TY P E S P 9 . 5 W E A R I N G C O U R S E M I X ( 2 , B ) 1 . 5 " T H I C K SQ Y D 40 $8 . 0 0 $3 2 0 . 0 0 $1 7 . 6 0 $7 0 4 . 0 0 $1 7 . 0 0 $680.00$18.67$746.80 18 8 23 6 0 . 5 0 3 TY P E S P 9 . 5 N O N W E A R I N G C O U R S E M I X ( 2 , B ) 2 . 0 " T H I C K SQ Y D 55 $7 . 5 0 $4 1 2 . 5 0 $1 5 . 7 5 $8 6 6 . 2 5 $1 5 . 0 0 $825.00$16.74$920.70 18 9 25 0 1 . 5 1 5 15 " R C P I P E A P R O N EA C H 1 $4 5 0 . 0 0 $4 5 0 . 0 0 $4 2 0 . 0 0 $4 2 0 . 0 0 $6 0 0 . 0 0 $600.00$465.61$465.61 19 0 25 0 1 . 6 0 2 TR A S H G U A R D F O R 1 5 " P I P E A P R O N EA C H 1 $4 0 0 . 0 0 $4 0 0 . 0 0 $2 1 0 . 0 0 $2 1 0 . 0 0 $1 6 0 . 0 0 $160.00$236.97$236.97 19 1 25 0 1 . 6 0 2 TR A S H G U A R D F O R 3 6 " P I P E A P R O N EA C H 1 $8 0 0 . 0 0 $8 0 0 . 0 0 $5 2 0 . 0 0 $5 2 0 . 0 0 $5 0 0 . 0 0 $500.00$628.61$628.61 19 2 25 0 1 . 6 0 2 36 " R C P I P E A P R O N W / P I L I N G EA C H 1 $2 , 1 0 0 . 0 0 $2 , 1 0 0 . 0 0 $2 , 3 0 0 . 0 0 $2 , 3 0 0 . 0 0 $3 , 0 0 0 . 0 0 $3,000.00$7,358.85$7,358.85 19 3 25 0 2 . 5 4 1 6" P E R F P E P I P E D R A I N LI N F T 53 0 $5 . 0 0 $2 , 6 5 0 . 0 0 $9 . 0 0 $4 , 7 7 0 . 0 0 $1 0 . 0 0 $5,300.00$14.00$7,420.00 19 4 25 0 3 . 5 4 1 15 " R C P I P E S E W E R D E S I G N 3 0 0 6 C L A S S V LI N F T 80 9 $2 5 . 0 0 $2 0 , 2 2 5 . 0 0 $2 2 . 5 0 $1 8 , 2 0 2 . 5 0 $2 8 . 0 0 $22,652.00$24.20$19,577.80 19 5 25 0 3 . 5 4 1 18 " R C P I P E S E W E R D E S I G N 3 0 0 6 C L A S S I I I LI N F T 31 7 $2 9 . 0 0 $9 , 1 9 3 . 0 0 $2 5 . 0 0 $7 , 9 2 5 . 0 0 $2 9 . 0 0 $9,193.00$26.73$8,473.41 19 6 25 0 3 . 5 4 1 21 " R C P I P E S E W E R D E S I G N 3 0 0 6 C L A S S I I I LI N F T 23 0 $3 2 . 0 0 $7 , 3 6 0 . 0 0 $2 8 . 5 0 $6 , 5 5 5 . 0 0 $3 3 . 0 0 $7,590.00$31.59$7,265.70 19 7 25 0 3 . 5 4 1 24 " R C P I P E S E W E R D E S I G N 3 0 0 6 C L A S S I I I LI N F T 56 4 $3 9 . 0 0 $2 1 , 9 9 6 . 0 0 $3 1 . 5 0 $1 7 , 7 6 6 . 0 0 $3 6 . 0 0 $20,304.00$34.12$19,243.68 19 8 25 0 3 . 5 4 1 36 " R C P I P E S E W E R D E S I G N 3 0 0 6 C L A S S I I I LI N F T 26 $6 2 . 0 0 $1 , 6 1 2 . 0 0 $6 5 . 5 0 $1 , 7 0 3 . 0 0 $5 0 . 0 0 $1,300.00$66.94$1,740.44 19 9 25 0 3 . 6 0 2 CO N N E C T S E W E R S E R V I C E EA C H 4 $3 5 0 . 0 0 $1 , 4 0 0 . 0 0 $7 4 5 . 0 0 $2 , 9 8 0 . 0 0 $6 0 0 . 0 0 $2,400.00$162.00$648.00 20 0 25 0 3 . 6 0 2 CO N N E C T I N T O E X I S T I N G D R A I N A G E S T R U C T U R E EA C H 1 $6 5 0 . 0 0 $6 5 0 . 0 0 $1 , 2 5 0 . 0 0 $1 , 2 5 0 . 0 0 $1 , 0 0 0 . 0 0 $1,000.00$577.00$577.00 20 1 25 0 3 . 6 0 2 CH I M N E Y S E A L S EA C H 8 $1 5 0 . 0 0 $1 , 2 0 0 . 0 0 $2 2 5 . 0 0 $1 , 8 0 0 . 0 0 $1 5 0 . 0 0 $1,200.00$294.00$2,352.00 Page 17 Pr o j e c t : 0 1 4 9 4 - 3 4 - M O N T - 2 0 1 0 S t r e e t R e c o n s t r u c t i o n P r o j e c t En g i n e e r s E s t i m a t e La t o u r C o n s t r u c t i o n Ge i s l i n g e r a n d S o n s , I n c . Landwehr Construction, Inc. It e m N o . It e m Un i t s Qu a n t i t y Un i t P r i c e To t a l P r i c e Un i t P r i c e To t a l P r i c e Un i t P r i c e Total Price Unit Price Total Price 20 2 25 0 3 . 6 0 3 4" P V C P I P E S E W E R - S D R 2 6 LI N F T 10 5 $1 5 . 0 0 $1 , 5 7 5 . 0 0 $1 8 . 5 0 $1 , 9 4 2 . 5 0 $2 5 . 0 0 $2,625.00$15.56$1,633.80 20 3 25 0 3 . 6 0 3 ST O R M S E W E R I N S P E C T I O N ( T E L E V I S I N G ) LI N F T 19 4 6 $2 . 0 0 $3 , 8 9 2 . 0 0 $0 . 6 0 $1 , 1 6 7 . 6 0 $1 . 0 5 $2,043.30$1.39$2,704.94 20 4 25 0 4 . 6 0 2 AD J U S T V A L V E B O X EA C H 12 $5 0 0 . 0 0 $6 , 0 0 0 . 0 0 $2 4 0 . 0 0 $2 , 8 8 0 . 0 0 $1 5 0 . 0 0 $1,800.00$81.00$972.00 20 5 25 0 6 . 5 0 1 CO N S T R U C T D R A I N A G E S T R U C T U R E D E S I G N 4 8 - 4 0 2 0 LI N F T 81 . 4 2 $2 5 0 . 0 0 $2 0 , 3 5 5 . 0 0 $2 6 0 . 0 0 $2 1 , 1 6 9 . 2 0 $2 0 0 . 0 0 $16,284.00$245.00$19,947.90 20 6 25 0 6 . 5 0 1 CO N S T R U C T D R A I N A G E S T R U C T U R E D E S I G N 8 4 - 4 0 2 0 LI N F T 8. 0 4 $5 0 0 . 0 0 $4 , 0 2 0 . 0 0 $5 3 3 . 0 0 $4 , 2 8 5 . 3 2 $4 0 0 . 0 0 $3,216.00$532.00$4,277.28 20 7 25 0 6 . 5 0 2 CO N S T R U C T D R A I N A G E S T R U C T U R E D E S I G N S P E C I A L 1 EA C H 9 $1 , 2 0 0 . 0 0 $1 0 , 8 0 0 . 0 0 $9 5 0 . 0 0 $8 , 5 5 0 . 0 0 $1 , 6 0 0 . 0 0 $14,400.00$1,416.90$12,752.10 20 8 25 0 6 . 5 1 6 CA S T I N G A S S E M B L Y ( S T O R M ) EA C H 18 $5 0 0 . 0 0 $9 , 0 0 0 . 0 0 $6 3 0 . 0 0 $1 1 , 3 4 0 . 0 0 $5 0 0 . 0 0 $9,000.00$377.00$6,786.00 20 9 25 0 6 . 5 2 2 AD J U S T F R A M E & R I N G C A S T I N G ( S A N I T A R Y ) EA C H 5 $3 5 0 . 0 0 $1 , 7 5 0 . 0 0 $4 6 0 . 0 0 $2 , 3 0 0 . 0 0 $2 8 0 . 0 0 $1,400.00$79.00$395.00 21 0 25 0 6 . 5 2 2 AD J U S T F R A M E & R I N G C A S T I N G ( S T O R M ) EA C H 1 $3 5 0 . 0 0 $3 5 0 . 0 0 $4 6 0 . 0 0 $4 6 0 . 0 0 $2 8 0 . 0 0 $280.00$107.00$107.00 21 1 25 0 6 . 6 0 2 RE C O N S T R U C T S A N I T A R Y M A N H O L E S EA C H 3 $1 , 5 0 0 . 0 0 $4 , 5 0 0 . 0 0 $8 1 0 . 0 0 $2 , 4 3 0 . 0 0 $1 , 0 0 0 . 0 0 $3,000.00$822.00$2,466.00 21 2 25 1 1 . 6 0 9 FI E L D S T O N E R I P R A P C L A S S I V TO N 25 $6 5 . 0 0 $1 , 6 2 5 . 0 0 $9 7 . 0 0 $2 , 4 2 5 . 0 0 $6 5 . 0 0 $1,625.00$39.00$975.00 21 3 25 3 1 . 5 0 1 CO N C R E T E C U R B & G U T T E R D E S I G N B 6 1 8 LI N F T 30 9 0 $1 0 . 0 0 $3 0 , 9 0 0 . 0 0 $9 . 0 5 $2 7 , 9 6 4 . 5 0 $9 . 7 5 $30,127.50$10.87$33,588.30 21 4 25 3 1 . 5 0 7 6" C O N C R E T E D R I V E W A Y P A V E M E N T SQ Y D 52 $4 1 . 0 0 $2 , 1 3 2 . 0 0 $4 1 . 0 0 $2 , 1 3 2 . 0 0 $4 2 . 0 0 $2,184.00$48.19$2,505.88 21 5 25 3 1 . 5 0 7 6" C O N C R E T E D R I V E W A Y P A V E M E N T H E SQ Y D 20 8 $4 4 . 0 0 $9 , 1 5 2 . 0 0 $4 3 . 3 5 $9 , 0 1 6 . 8 0 $4 4 . 0 0 $9,152.00$71.81$14,936.48 21 6 25 4 0 . 6 0 2 IN S T A L L M A I L B O X S U P P O R T ( C L U S T E R ) EA C H 5 $3 5 0 . 0 0 $1 , 7 5 0 . 0 0 $1 6 0 . 0 0 $8 0 0 . 0 0 $1 5 0 . 0 0 $750.00$300.00$1,500.00 21 7 25 4 0 . 6 0 2 MA I L B O X EA C H 16 $5 0 . 0 0 $8 0 0 . 0 0 $2 1 . 0 0 $3 3 6 . 0 0 $4 0 . 0 0 $640.00$170.00$2,720.00 21 8 25 4 0 . 6 0 2 MA I L B O X ( T E M P O R A R Y ) EA C H 16 $2 0 . 0 0 $3 2 0 . 0 0 $2 1 . 0 0 $3 3 6 . 0 0 $4 0 . 0 0 $640.00$111.00$1,776.00 21 9 25 6 3 . 6 0 1 TR A F F I C C O N T R O L LU M P S U M 1 $2 , 5 0 0 . 0 0 $2 , 5 0 0 . 0 0 $2 , 3 0 0 . 0 0 $2 , 3 0 0 . 0 0 $5 , 0 0 0 . 0 0 $5,000.00$1,115.15$1,115.15 22 0 25 6 4 . 5 3 1 SI G N P A N E L S T Y P E C SQ F T 67 . 2 5 $3 2 . 0 0 $2 , 1 5 2 . 0 0 $3 4 . 0 0 $2 , 2 8 6 . 5 0 $3 2 . 0 0 $2,152.00$36.24$2,437.14 22 1 25 6 4 . 6 0 2 FU R N I S H & I N S T A L L S I G N P A N E L T Y P E D EA C H 8 $3 0 0 . 0 0 $2 , 4 0 0 . 0 0 $3 4 2 . 0 0 $2 , 7 3 6 . 0 0 $2 8 0 . 0 0 $2,240.00$83.64$669.12 22 2 25 6 5 . 6 0 3 4" N O N - M E T A L L I C C O N D U I T LI N F T 80 $4 . 0 0 $3 2 0 . 0 0 $3 . 0 0 $2 4 0 . 0 0 $2 . 0 0 $160.00$3.07$245.60 22 3 25 6 5 . 6 0 3 IN S T A L L 4 " N O N - M E T A L L I C C O N D U I T LI N F T 80 $2 . 5 0 $2 0 0 . 0 0 $6 . 0 0 $4 8 0 . 0 0 $6 . 0 0 $480.00$6.24$499.20 22 4 25 7 3 . 5 0 2 SI L T F E N C E , T Y P E M A C H I N E S L I C E D LI N F T 50 0 $2 . 0 0 $1 , 0 0 0 . 0 0 $1 . 9 5 $9 7 5 . 0 0 $2 . 0 0 $1,000.00$2.06$1,030.00 22 5 25 7 3 . 5 3 0 ST O R M D R A I N I N L E T P R O T E C T I O N EA C H 27 $2 2 5 . 0 0 $6 , 0 7 5 . 0 0 $9 6 . 0 0 $2 , 5 9 2 . 0 0 $2 5 0 . 0 0 $6,750.00$105.94$2,860.38 22 6 25 7 3 . 6 0 2 TE M P O R A R Y R O C K C O N S T R U C T I O N E N T R A N C E EA C H 6 $7 5 0 . 0 0 $4 , 5 0 0 . 0 0 $5 5 0 . 0 0 $3 , 3 0 0 . 0 0 $6 5 0 . 0 0 $3,900.00$967.52$5,805.12 22 7 25 7 3 . 6 0 3 BI O R O L L LI N F T 25 0 $6 . 5 0 $1 , 6 2 5 . 0 0 $3 . 8 5 $9 6 2 . 5 0 $4 . 0 0 $1,000.00$4.07$1,017.50 22 8 25 7 5 . 5 0 1 SE E D I N G AC R E 0. 1 $1 , 0 0 0 . 0 0 $1 0 0 . 0 0 $2 , 6 2 5 . 0 0 $2 6 2 . 5 0 $2 , 5 0 0 . 0 0 $250.00$2,787.80$278.78 22 9 25 7 5 . 5 0 5 SO D D I N G T Y P E S A L T R E S I S T A N T SQ Y D 52 5 0 $3 . 0 0 $1 5 , 7 5 0 . 0 0 $2 . 5 5 $1 3 , 3 8 7 . 5 0 $2 . 4 0 $12,600.00$2.68$14,070.00 23 0 25 7 5 . 5 2 3 ER O S I O N C O N T R O L B L A N K E T S C A T E G O R Y 3 SQ Y D 75 $3 . 0 0 $2 2 5 . 0 0 $1 . 1 0 $8 2 . 5 0 $2 . 0 0 $150.00$1.17$87.75 23 1 25 7 5 . 5 3 2 FE R T I L I Z E R T Y P E 2 PO U N D 21 7 $0 . 5 0 $1 0 8 . 5 0 $0 . 7 0 $1 5 1 . 9 0 $1 . 0 0 $217.00$0.72$156.24 23 2 25 7 5 . 5 6 0 HY D R A U L I C S O I L S T A B I L I Z E R T Y P E 5 PO U N D 27 2 0 $0 . 5 0 $1 , 3 6 0 . 0 0 $0 . 8 0 $2 , 1 7 6 . 0 0 $1 . 0 0 $2,720.00$0.84$2,284.80 23 3 25 7 5 . 6 0 8 BW S R S E E D M I X T U R E N O . W 4 PO U N D 7 $5 0 . 0 0 $3 5 0 . 0 0 $7 . 1 0 $4 9 . 7 0 $7 . 0 0 $49.00$7.53$52.71 To t a l S C H E D U L E E - P R A I R I E R O A D I M P R O V E M E N T S : $4 6 6 , 3 1 1 . 0 0 $4 3 2 , 6 4 7 . 9 7 $414,644.80 $477,970.96 SC H E D U L E F - A L T E R N A T E N O . 1 ( W A L N U T S T R E E T C O N N E C T I O N ) 23 4 20 2 1 . 5 0 1 MO B I L I Z A T I O N LU M P S U M 1 $2 , 4 0 0 . 0 0 $2 , 4 0 0 . 0 0 $2 , 1 0 0 . 0 0 $2 , 1 0 0 . 0 0 $1 , 0 0 0 . 0 0 $1,000.00$557.57$557.57 Page 18 Pr o j e c t : 0 1 4 9 4 - 3 4 - M O N T - 2 0 1 0 S t r e e t R e c o n s t r u c t i o n P r o j e c t En g i n e e r s E s t i m a t e La t o u r C o n s t r u c t i o n Ge i s l i n g e r a n d S o n s , I n c . Landwehr Construction, Inc. It e m N o . It e m Un i t s Qu a n t i t y Un i t P r i c e To t a l P r i c e Un i t P r i c e To t a l P r i c e Un i t P r i c e Total Price Unit Price Total Price 23 5 21 0 4 . 5 0 1 RE M O V E S E W E R P I P E ( S T O R M ) LI N F T 60 $8 . 0 0 $4 8 0 . 0 0 $5 . 0 0 $3 0 0 . 0 0 $4 . 0 0 $240.00$3.35$201.00 23 6 21 0 4 . 5 0 1 RE M O V E C U R B A N D G U T T E R LI N F T 34 0 $2 . 5 0 $8 5 0 . 0 0 $2 . 1 0 $7 1 4 . 0 0 $2 . 0 0 $680.00$2.41$819.40 23 7 21 0 4 . 5 0 3 RE M O V E C O N C R E T E W A L K SQ F T 52 0 $1 . 0 0 $5 2 0 . 0 0 $0 . 5 5 $2 8 6 . 0 0 $0 . 3 0 $156.00$0.19$98.80 23 8 21 0 4 . 5 0 9 RE M O V E M A N H O L E O R C A T C H B A S I N EA C H 2 $2 5 0 . 0 0 $5 0 0 . 0 0 $2 7 0 . 0 0 $5 4 0 . 0 0 $3 0 0 . 0 0 $600.00$100.00$200.00 23 9 21 0 5 . 5 0 1 CO M M O N E X C A V A T I O N CU Y D 29 6 0 $8 . 0 0 $2 3 , 6 8 0 . 0 0 $5 . 2 5 $1 5 , 5 4 0 . 0 0 $8 . 5 0 $25,160.00$5.17$15,303.20 24 0 21 0 5 . 5 2 5 TO P S O I L B O R R O W ( C V ) CU Y D 10 0 $2 0 . 0 0 $2 , 0 0 0 . 0 0 $1 2 . 6 0 $1 , 2 6 0 . 0 0 $1 6 . 0 0 $1,600.00$17.00$1,700.00 24 1 25 0 3 . 5 4 1 15 " R C P I P E S E W E R D E S I G N 3 0 0 6 C L A S S V LI N F T 99 $2 5 . 0 0 $2 , 4 7 5 . 0 0 $2 5 . 5 0 $2 , 5 2 4 . 5 0 $5 1 . 0 0 $5,049.00$24.21$2,396.79 24 2 25 0 6 . 5 0 1 CO N S T R U C T D R A I N A G E S T R U C T U R E D E S I G N 4 8 - 4 0 2 0 LI N F T 14 . 7 2 $2 5 0 . 0 0 $3 , 6 8 0 . 0 0 $2 5 8 . 0 0 $3 , 7 9 7 . 7 6 $2 0 0 . 0 0 $2,944.00$264.49$3,893.29 24 3 25 0 6 . 5 0 2 CO N S T R U C T D R A I N A G E S T R U C T U R E D E S I G N S P E C I A L 1 EA C H 1 $1 , 2 0 0 . 0 0 $1 , 2 0 0 . 0 0 $9 5 0 . 0 0 $9 5 0 . 0 0 $1 , 6 0 0 . 0 0 $1,600.00$1,567.49$1,567.49 24 4 25 0 6 . 5 1 6 CA S T I N G A S S E M B L Y ( S T O R M ) EA C H 4 $5 0 0 . 0 0 $2 , 0 0 0 . 0 0 $5 6 8 . 0 0 $2 , 2 7 2 . 0 0 $5 0 0 . 0 0 $2,000.00$436.15$1,744.60 24 5 25 0 6 . 6 0 2 CO N N E C T I N T O E X I S T I N G D R A I N A G E S T R U C T U R E EA C H 1 $6 5 0 . 0 0 $6 5 0 . 0 0 $1 , 0 0 0 . 0 0 $1 , 0 0 0 . 0 0 $9 0 0 . 0 0 $900.00$507.17$507.17 24 6 25 2 1 . 5 0 1 4" C O N C R E T E W A L K SQ F T 52 0 $3 . 0 0 $1 , 5 6 0 . 0 0 $5 . 0 0 $2 , 6 0 0 . 0 0 $3 . 0 0 $1,560.00$4.55$2,366.00 24 7 25 3 1 . 5 0 1 CO N C R E T E C U R B & G U T T E R D E S I G N B 6 1 8 LI N F T 34 0 $1 0 . 0 0 $3 , 4 0 0 . 0 0 $1 5 . 2 5 $5 , 1 8 5 . 0 0 $9 . 7 5 $3,315.00$10.87$3,695.80 24 8 25 6 4 . 5 3 1 SI G N P A N E L S T Y P E C SQ F T 6. 2 5 $3 2 . 0 0 $2 0 0 . 0 0 $4 2 . 0 0 $2 6 2 . 5 0 $3 6 . 0 0 $225.00$40.70$254.38 24 9 25 6 4 . 6 0 2 FU R N I S H & I N S T A L L S I G N P A N E L T Y P E D EA C H 1 $3 0 0 . 0 0 $3 0 0 . 0 0 $3 4 2 . 0 0 $3 4 2 . 0 0 $3 0 0 . 0 0 $300.00$167.27$167.27 25 0 25 7 3 . 5 3 0 ST O R M D R A I N I N L E T P R O T E C T I O N EA C H 5 $2 2 5 . 0 0 $1 , 1 2 5 . 0 0 $9 6 . 0 0 $4 8 0 . 0 0 $2 5 0 . 0 0 $1,250.00$105.94$529.70 25 1 25 7 5 . 5 0 5 SO D D I N G T Y P E S A L T R E S I S T A N T SQ Y D 82 0 $3 . 0 0 $2 , 4 6 0 . 0 0 $2 . 5 5 $2 , 0 9 1 . 0 0 $2 . 4 0 $1,968.00$2.68$2,197.60 25 2 25 7 5 . 5 3 2 FE R T I L I Z E R T Y P E 2 PO U N D 30 $0 . 5 0 $1 5 . 0 0 $0 . 7 0 $2 1 . 0 0 $1 . 0 0 $30.00$0.73$21.90 25 3 25 7 5 . 5 6 0 HY D R A U L I C S O I L S T A B I L I Z E R T Y P E 5 PO U N D 42 0 $0 . 5 0 $2 1 0 . 0 0 $0 . 8 0 $3 3 6 . 0 0 $1 . 0 0 $420.00$0.84$352.80 25 4 25 8 2 . 5 0 2 12 " S O L I D L I N E W H I T E - E P O X Y LI N F T 12 $0 . 9 0 $1 0 . 8 0 $6 . 0 0 $7 2 . 0 0 $5 . 5 0 $66.00$6.13$73.56 To t a l S C H E D U L E F - A L T E R N A T E N O . 1 ( W A L N U T S T R E E T C O N N E C T I O N ) : $4 9 , 7 1 5 . 8 0 $4 2 , 6 7 3 . 7 6 $51,063.00 $38,648.32 SC H E D U L E G - A L T E R N A T E N O . 2 ( T H I R D S T R E E T P A R K I N G L O T ) 25 5 20 2 1 . 5 0 1 MO B I L I Z A T I O N LU M P S U M 1 $3 , 6 0 0 . 0 0 $3 , 6 0 0 . 0 0 $3 , 0 0 0 . 0 0 $3 , 0 0 0 . 0 0 $1 , 0 0 0 . 0 0 $1,000.00$2,383.07$2,383.07 25 6 21 0 4 . 5 0 1 RE M O V E C U R B A N D G U T T E R LI N F T 41 0 $2 . 5 0 $1 , 0 2 5 . 0 0 $2 . 0 0 $8 2 0 . 0 0 $3 . 0 0 $1,230.00$1.78$729.80 25 7 21 0 4 . 5 0 5 RE M O V E B I T U M I N O U S P A V E M E N T SQ Y D 33 3 0 $4 . 0 0 $1 3 , 3 2 0 . 0 0 $1 . 3 5 $4 , 4 9 5 . 5 0 $2 . 0 0 $6,660.00$1.54$5,128.20 25 8 21 0 5 . 5 0 1 CO M M O N E X C A V A T I O N CU Y D 80 $8 . 0 0 $6 4 0 . 0 0 $1 0 . 5 0 $8 4 0 . 0 0 $2 5 . 0 0 $2,000.00$17.37$1,389.60 25 9 21 0 5 . 5 0 7 SU B G R A D E E X C A V A T I O N ( E V ) CU Y D 10 $9 . 5 0 $9 5 . 0 0 $1 0 . 5 0 $1 0 5 . 0 0 $1 5 . 0 0 $150.00$38.07$380.70 26 0 21 1 2 . 6 0 4 SU B G R A D E P R E P A R A T I O N SQ Y D 33 3 0 $1 . 5 0 $4 , 9 9 5 . 0 0 $0 . 8 0 $2 , 6 6 4 . 0 0 $3 . 0 0 $9,990.00$1.04$3,463.20 26 1 21 2 3 . 6 1 0 ST R E E T S W E E P E R ( W I T H P I C K U P B R O O M ) HO U R 4 $1 0 5 . 0 0 $4 2 0 . 0 0 $1 0 0 . 0 0 $4 0 0 . 0 0 $1 1 0 . 0 0 $440.00$111.00$444.00 26 2 22 1 1 . 5 0 1 AG G R E G A T E B A S E C L A S S 5 M O D TO N 26 0 $9 . 0 0 $2 , 3 4 0 . 0 0 $1 3 . 0 0 $3 , 3 8 0 . 0 0 $1 6 . 0 0 $4,160.00$12.36$3,213.60 26 3 23 5 7 . 5 0 2 BI T U M I N O U S M A T E R I A L F O R T A C K C O A T GA L L O N 17 0 $2 . 0 0 $3 4 0 . 0 0 $2 . 1 0 $3 5 7 . 0 0 $2 . 0 0 $340.00$2.23$379.10 26 4 23 6 0 . 5 0 1 TY P E S P 1 2 . 5 W E A R I N G C O U R S E M I X T U R E ( 2 , B ) TO N 32 0 $5 2 . 0 0 $1 6 , 6 4 0 . 0 0 $5 1 . 7 5 $1 6 , 5 6 0 . 0 0 $6 0 . 0 0 $19,200.00$54.94$17,580.80 26 5 23 6 0 . 5 0 2 TY P E S P 1 2 . 5 N O N W E A R I N G C O U R S E M I X T U R E ( 2 , B ) TO N 42 0 $5 0 . 0 0 $2 1 , 0 0 0 . 0 0 $5 4 . 2 0 $2 2 , 7 6 4 . 0 0 $6 0 . 0 0 $25,200.00$57.53$24,162.60 26 6 25 3 1 . 5 0 1 CO N C R E T E C U R B & G U T T E R D E S I G N B 6 1 2 LI N F T 41 0 $9 . 5 0 $3 , 8 9 5 . 0 0 $1 0 . 2 5 $4 , 2 0 2 . 5 0 $1 4 . 0 0 $5,740.00$15.33$6,285.30 26 7 25 3 1 . 5 0 7 6" C O N C R E T E D R I V E W A Y P A V E M E N T SQ Y D 50 $4 1 . 0 0 $2 , 0 5 0 . 0 0 $4 1 . 5 0 $2 , 0 7 5 . 0 0 $3 7 . 0 0 $1,850.00$59.75$2,987.50 Page 19 Pr o j e c t : 0 1 4 9 4 - 3 4 - M O N T - 2 0 1 0 S t r e e t R e c o n s t r u c t i o n P r o j e c t En g i n e e r s E s t i m a t e La t o u r C o n s t r u c t i o n Ge i s l i n g e r a n d S o n s , I n c . Landwehr Construction, Inc. It e m N o . It e m Un i t s Qu a n t i t y Un i t P r i c e To t a l P r i c e Un i t P r i c e To t a l P r i c e Un i t P r i c e Total Price Unit Price Total Price 26 8 25 6 3 . 6 0 1 TR A F F I C C O N T R O L LU M P S U M 1 $1 , 0 0 0 . 0 0 $1 , 0 0 0 . 0 0 $4 2 5 . 0 0 $4 2 5 . 0 0 $5 0 0 . 0 0 $500.00$111.51$111.51 26 9 25 7 3 . 5 3 0 ST O R M D R A I N I N L E T P R O T E C T I O N EA C H 3 $2 2 5 . 0 0 $6 7 5 . 0 0 $9 6 . 0 0 $2 8 8 . 0 0 $2 5 0 . 0 0 $750.00$105.94$317.82 27 0 25 8 2 . 5 0 2 4" S O L I D L I N E W H I T E - E P O X Y LI N F T 20 5 6 $1 . 0 0 $2 , 0 5 6 . 0 0 $1 . 0 0 $2 , 0 5 6 . 0 0 $1.70$3,495.20$1.00$2,056.00 To t a l S C H E D U L E G - A L T E R N A T E N O . 2 ( T H I R D S T R E E T P A R K I N G L O T ) : $7 4 , 0 9 1 . 0 0 $6 4 , 4 3 2 . 0 0 $82,705.20 $71,012.80 SC H E D U L E H - A L T E R N A T E N O . 3 ( L I F T S T A T I O N I M P R O V E M E N T S ) 27 1 20 2 1 . 5 0 1 MO B I L I Z A T I O N LU M P S U M 1 $3 , 5 0 0 . 0 0 $3 , 5 0 0 . 0 0 $7 , 1 0 0 . 0 0 $7 , 1 0 0 . 0 0 $1 , 0 0 0 . 0 0 $1,000.00$4,109.32$4,109.32 27 2 21 0 4 . 5 0 1 RE M O V E S E W E R P I P E ( S A N I T A R Y ) LI N F T 22 $8 . 0 0 $1 7 6 . 0 0 $2 . 4 5 $5 3 . 9 0 $3.00$66.00$8.30$182.60 27 3 21 0 4 . 5 0 1 RE M O V E C U R B A N D G U T T E R LI N F T 35 $3 . 5 0 $1 2 2 . 5 0 $2 . 6 5 $9 2 . 7 5 $5.00$175.00$2.60$91.00 27 4 21 0 4 . 5 0 5 RE M O V E B I T U M I N O U S D R I V E W A Y P A V E M E N T SQ Y D 36 $2 . 5 0 $9 0 . 0 0 $5 . 2 5 $1 8 9 . 0 0 $5.00$180.00$2.60$93.60 27 5 21 0 4 . 5 0 5 RE M O V E B I T U M I N O U S P A V E M E N T SQ Y D 40 $2 . 5 0 $1 0 0 . 0 0 $5 . 7 5 $2 3 0 . 0 0 $5.00$200.00$1.06$42.40 27 6 21 0 4 . 5 1 3 SA W I N G B I T U M I N O U S P A V E M E N T ( F U L L D E P T H ) LI N F T 36 $2 . 5 0 $9 0 . 0 0 $3 . 1 5 $1 1 3 . 4 0 $5.00$180.00$3.00$108.00 27 7 21 0 5 . 5 2 2 SE L E C T G R A N U L A R B O R R O W ( C V ) CU Y D 19 5 $1 0 . 0 0 $1 , 9 5 0 . 0 0 $1 5 . 7 5 $3 , 0 7 1 . 2 5 $24.00$4,680.00$12.49$2,435.55 27 8 21 0 5 . 6 0 1 DE W A T E R I N G LU M P S U M 1 $1 0 , 0 0 0 . 0 0 $1 0 , 0 0 0 . 0 0 $0 . 0 1 $0 . 0 1 $1 2 , 0 0 0 . 0 0 $12,000.00$16,727.22$16,727.22 27 9 22 1 1 . 5 0 1 AG G R E G A T E B A S E C L A S S 5 M O D TO N 20 $9 . 0 0 $1 8 0 . 0 0 $2 1 . 0 0 $4 2 0 . 0 0 $25.00$500.00$16.77$335.40 28 0 23 6 0 . 5 0 1 TY P E S P 1 2 . 5 W E A R I N G C O U R S E M I X T U R E ( 2 , B ) TO N 3. 8 $5 2 . 0 0 $1 9 7 . 6 0 $1 0 3 . 0 0 $3 9 1 . 4 0 $1 5 0 . 0 0 $570.00$109.22$415.04 28 1 23 6 0 . 5 0 2 TY P E S P 1 2 . 5 N O N W E A R I N G C O U R S E M I X T U R E ( 2 , B ) TO N 5 $5 0 . 0 0 $2 5 0 . 0 0 $8 9 . 0 0 $4 4 5 . 0 0 $1 5 0 . 0 0 $750.00$94.64$473.20 28 2 23 6 0 . 5 0 3 TY P E S P 9 . 5 W E A R I N G C O U R S E M I X ( 2 , B ) 1 . 5 " T H I C K SQ Y D 3. 4 $8 . 0 0 $2 7 . 2 0 $4 9 . 0 0 $1 6 6 . 6 0 $80.00$272.00$51.84$176.26 28 3 23 6 0 . 5 0 3 TY P E S P 9 . 5 N O N W E A R I N G C O U R S E M I X ( 2 , B ) 2 . 0 " T H I C K SQ Y D 3. 4 $1 0 . 0 0 $3 4 . 0 0 $6 3 . 0 0 $2 1 4 . 2 0 $80.00$272.00$67.31$228.85 28 4 24 3 3 . 5 0 1 RE M O V E E X I S T I N G W E T W E L L S T R U C T U R E LU M P S U M 1 $1 9 , 0 0 0 . 0 0 $1 9 , 0 0 0 . 0 0 $5 , 8 0 0 . 0 0 $5 , 8 0 0 . 0 0 $7 , 0 0 0 . 0 0 $7,000.00$19,599.64$19,599.64 28 5 25 0 3 . 5 1 1 16 " D U C T I L E I R O N P I P E S E W E R C L 5 2 LI N F T 10 $1 0 0 . 0 0 $1 , 0 0 0 . 0 0 $1 8 9 . 0 0 $1 , 8 9 0 . 0 0 $85.00$850.00$201.35$2,013.50 28 6 25 0 3 . 5 1 1 6" D U C T I L E I R O N P I P E S E W E R C L 5 2 LI N F T 12 $4 0 . 0 0 $4 8 0 . 0 0 $8 6 . 0 0 $1 , 0 3 2 . 0 0 $40.00$480.00$81.45$977.40 28 7 25 0 6 . 6 0 3 CO N S T R U C T 1 2 0 " D I A S A N I T A R Y S E W E R M A N H O L E ( W E T W E L L ) LI N F T 26 $2 , 8 8 4 . 0 0 $7 4 , 9 8 4 . 0 0 $6 , 3 0 0 . 0 0 $1 6 3 , 8 0 0 . 0 0 $7 , 9 5 0 . 0 0 $206,700.00$5,073.51$131,911.26 28 8 25 3 1 . 5 0 1 CO N C R E T E C U R B & G U T T E R D E S I G N B 6 1 8 LI N F T 35 $1 0 . 0 0 $3 5 0 . 0 0 $1 5 . 2 5 $5 3 3 . 7 5 $17.00$595.00$18.40$644.00 28 9 25 7 5 . 5 0 5 SO D D I N G T Y P E S A L T R E S I S T A N T SQ Y D 16 5 $3 . 0 0 $4 9 5 . 0 0 $2 . 5 5 $4 2 0 . 7 5 $4.00$660.00$2.68$442.20 To t a l S C H E D U L E H - A L T E R N A T E N O . 3 ( L I F T S T A T I O N I M P R O V E M E N T S ) : $1 1 3 , 0 2 6 . 3 0 $1 8 5 , 9 6 4 . 0 1 $237,130.00 $181,006.44 SC H E D U L E I - A L T E R N A T E N O . 4 ( W A L N U T S T R E E T N O R T H O F R I V E R S T R E E T ) 29 0 20 2 1 . 5 0 1 MO B I L I Z A T I O N LU M P S U M 1 $1 , 1 0 0 . 0 0 $1 , 1 0 0 . 0 0 $1 , 3 1 5 . 0 0 $1 , 3 1 5 . 0 0 $1 , 0 0 0 . 0 0 $1,000.00$538.95$538.95 29 1 21 0 4 . 5 0 1 RE M O V E C U R B A N D G U T T E R LI N F T 80 $3 . 5 0 $2 8 0 . 0 0 $2 . 6 5 $2 1 2 . 0 0 $4.00$320.00$2.08$166.40 29 2 21 0 5 . 5 0 1 CO M M O N E X C A V A T I O N CU Y D 43 0 $6 . 0 0 $2 , 5 8 0 . 0 0 $5 . 2 5 $2 , 2 5 7 . 5 0 $10.00$4,300.00$5.12$2,201.60 29 3 21 0 5 . 5 0 7 SU B G R A D E E X C A V A T I O N ( E V ) CU Y D 50 $1 0 . 0 0 $5 0 0 . 0 0 $5 . 2 5 $2 6 2 . 5 0 $15.00$750.00$21.15$1,057.50 29 4 21 1 2 . 5 0 1 SU B G R A D E P R E P A R A T I O N RO A D S T A 3. 7 $2 5 0 . 0 0 $9 2 5 . 0 0 $2 6 0 . 0 0 $9 6 2 . 0 0 $6 5 0 . 0 0 $2,405.00$145.41$538.02 29 5 22 1 1 . 5 0 1 AG G R E G A T E B A S E C L A S S 5 M O D TO N 35 0 $9 . 0 0 $3 , 1 5 0 . 0 0 $1 0 . 5 0 $3 , 6 7 5 . 0 0 $16.00$5,600.00$13.36$4,676.00 29 6 23 3 1 . 6 0 4 BI T U M I N O U S P A V E M E N T R E C L A M A T I O N SQ Y D 96 0 $2 . 5 0 $2 , 4 0 0 . 0 0 $3 . 7 5 $3 , 6 0 0 . 0 0 $5.00$4,800.00$2.73$2,620.80 29 7 23 5 7 . 5 0 2 BI T U M I N O U S M A T E R I A L F O R T A C K C O A T GA L L O N 50 $2 . 0 0 $1 0 0 . 0 0 $2 . 1 0 $1 0 5 . 0 0 $2.00$100.00$2.23$111.50 29 8 23 6 0 . 5 0 1 TY P E S P 1 2 . 5 W E A R I N G C O U R S E M I X T U R E ( 2 , B ) TO N 90 $5 2 . 0 0 $4 , 6 8 0 . 0 0 $5 0 . 1 0 $4 , 5 0 9 . 0 0 $80.00$7,200.00$61.77$5,559.30 Page 20 Pr o j e c t : 0 1 4 9 4 - 3 4 - M O N T - 2 0 1 0 S t r e e t R e c o n s t r u c t i o n P r o j e c t En g i n e e r s E s t i m a t e La t o u r C o n s t r u c t i o n Ge i s l i n g e r a n d S o n s , I n c . Landwehr Construction, Inc. It e m N o . It e m Un i t s Qu a n t i t y Un i t P r i c e To t a l P r i c e Un i t P r i c e To t a l P r i c e Un i t P r i c e Total Price Unit Price Total Price 29 9 23 6 0 . 5 0 2 TY P E S P 1 2 . 5 N O N W E A R I N G C O U R S E M I X T U R E ( 2 , B ) TO N 12 0 $5 0 . 0 0 $6 , 0 0 0 . 0 0 $5 7 . 5 0 $6 , 9 0 0 . 0 0 $8 0 . 0 0 $9,600.00$61.10$7,332.00 30 0 25 3 1 . 5 0 1 CO N C R E T E C U R B & G U T T E R D E S I G N B 6 1 8 LI N F T 80 $1 0 . 0 0 $8 0 0 . 0 0 $1 5 . 2 5 $1 , 2 2 0 . 0 0 $1 7 . 0 0 $1,360.00$11.15$892.00 30 1 25 7 3 . 5 3 0 ST O R M D R A I N I N L E T P R O T E C T I O N EA C H 2 $2 2 5 . 0 0 $4 5 0 . 0 0 $9 6 . 0 0 $1 9 2 . 0 0 $2 5 0 . 0 0 $500.00$105.94$211.88 To t a l S C H E D U L E I - A L T E R N A T E N O . 4 ( W A L NU T S T R E E T N O R T H O F R I V E R S T R E E T ) : $2 2 , 9 6 5 . 0 0 $2 5 , 2 1 0 . 0 0 $37,935.00 $25,905.95 SC H E D U L E J - A L T E R N A T E N O . 5 ( P A R W E S T P A R K I N G L O T I M P R O V E M E N T S ) 30 2 20 2 1 . 5 0 1 MO B I L I Z A T I O N LU M P S U M 1 $9 0 0 . 0 0 $9 0 0 . 0 0 $3 , 1 0 0 . 0 0 $3 , 1 0 0 . 0 0 $1 , 0 0 0 . 0 0 $1,000.00$2,323.18$2,323.18 30 3 21 0 4 . 5 0 1 RE M O V E C U R B A N D G U T T E R LI N F T 45 $2 . 5 0 $1 1 2 . 5 0 $2 . 6 5 $1 1 9 . 2 5 $3 . 0 0 $135.00$2.40$108.00 30 4 21 0 4 . 5 0 5 RE M O V E B I T U M I N O U S P A V E M E N T SQ Y D 42 5 $3 . 0 0 $1 , 2 7 5 . 0 0 $1 . 6 0 $6 8 0 . 0 0 $3 . 0 0 $1,275.00$2.20$935.00 30 5 21 0 4 . 5 1 3 SA W I N G B I T U M I N O U S P A V E M E N T ( F U L L D E P T H ) LI N F T 45 $3 . 0 0 $1 3 5 . 0 0 $3 . 1 5 $1 4 1 . 7 5 $5 . 0 0 $225.00$3.08$138.60 30 6 21 0 5 . 5 0 1 CO M M O N E X C A V A T I O N CU Y D 20 0 $6 . 0 0 $1 , 2 0 0 . 0 0 $6 . 3 0 $1 , 2 6 0 . 0 0 $1 5 . 0 0 $3,000.00$5.66$1,132.00 30 7 22 1 1 . 5 0 1 AG G R E G A T E B A S E C L A S S 5 M O D TO N 27 5 $9 . 0 0 $2 , 4 7 5 . 0 0 $1 2 . 6 0 $3 , 4 6 5 . 0 0 $1 6 . 0 0 $4,400.00$14.87$4,089.25 30 8 23 5 7 . 5 0 2 BI T U M I N O U S M A T E R I A L F O R T A C K C O A T GA L L O N 25 $2 . 0 0 $5 0 . 0 0 $2 . 1 0 $5 2 . 5 0 $2 . 0 0 $50.00$2.23$55.75 30 9 23 6 0 . 5 0 1 TY P E S P 1 2 . 5 W E A R I N G C O U R S E M I X T U R E ( 2 , B ) TO N 50 $5 2 . 0 0 $2 , 6 0 0 . 0 0 $5 7 . 7 5 $2 , 8 8 7 . 5 0 $8 0 . 0 0 $4,000.00$61.31$3,065.50 31 0 23 6 0 . 5 0 2 TY P E S P 1 2 . 5 N O N W E A R I N G C O U R S E M I X T U R E ( 2 , B ) TO N 65 $5 0 . 0 0 $3 , 2 5 0 . 0 0 $6 0 . 5 0 $3 , 9 3 2 . 5 0 $8 0 . 0 0 $5,200.00$64.17$4,171.05 31 1 25 3 1 . 5 0 1 CO N C R E T E C U R B & G U T T E R D E S I G N B 6 1 2 LI N F T 35 5 $9 . 5 0 $3 , 3 7 2 . 5 0 $1 0 . 2 5 $3 , 6 3 8 . 7 5 $1 4 . 0 0 $4,970.00$15.33$5,442.15 31 2 25 3 1 . 5 0 7 6" C O N C R E T E D R I V E W A Y P A V E M E N T SQ Y D 25 $4 4 . 0 0 $1 , 1 0 0 . 0 0 $4 2 . 5 5 $1 , 0 6 3 . 7 5 $3 7 . 0 0 $925.00$72.01$1,800.25 31 3 25 3 1 . 6 0 2 PE D E S T R I A N C U R B R A M P EA C H 1 $5 0 0 . 0 0 $5 0 0 . 0 0 $2 6 3 . 0 0 $2 6 3 . 0 0 $2 5 0 . 0 0 $250.00$278.79$278.79 31 4 25 3 1 . 6 1 8 TR U N C A T E D D O M E S SQ F T 4 $5 0 . 0 0 $2 0 0 . 0 0 $4 2 . 0 0 $1 6 8 . 0 0 $3 5 . 0 0 $140.00$39.03$156.12 31 5 25 6 4 . 5 3 1 SI G N P A N E L S T Y P E C SQ F T 1. 5 $3 0 . 0 0 $4 5 . 0 0 $1 0 0 . 0 0 $1 5 0 . 0 0 $4 0 . 0 0 $60.00$139.40$209.10 31 6 25 7 5 . 5 0 5 SO D D I N G T Y P E S A L T R E S I S T A N T SQ Y D 35 0 $3 . 5 0 $1 , 2 2 5 . 0 0 $2 . 5 5 $8 9 2 . 5 0 $3 . 0 0 $1,050.00$2.68$938.00 31 7 25 8 2 . 5 0 1 PA V E M E N T M E S S A G E ( H A N D I C A P P E D S Y M B O L ) P A I N T EA C H 1 $5 0 . 0 0 $5 0 . 0 0 $1 3 2 . 0 0 $1 3 2 . 0 0 $5 0 0 . 0 0 $500.00$139.39$139.39 31 8 25 8 2 . 5 0 2 4" S O L I D L I N E W H I T E - E P O X Y LI N F T 23 5 $1 . 0 0 $2 3 5 . 0 0 $1 . 0 0 $2 3 5 . 0 0 $6 . 0 0 $1,410.00$1.00$235.00 To t a l S C H E D U L E J - A L T E R N A T E N O . 5 ( P A R W E S T P A R K I N G L O T I M P R O V E M E N T S ) : $1 8 , 7 2 5 . 0 0 $2 2 , 1 8 1 . 5 0 $28,590.00 $25,217.13 SC H E D U L E K - A L T E R N A T E N O . 6 ( P R A I R I E R O A D S I D E W A L K I M P R O V E M E N T S ) 31 9 20 2 1 . 5 0 1 MO B I L I Z A T I O N LU M P S U M 1 $2 , 6 0 0 . 0 0 $2 , 6 0 0 . 0 0 $2 , 0 0 0 . 0 0 $2 , 0 0 0 . 0 0 $1 , 0 0 0 . 0 0 $1,000.00$761.98$761.98 32 0 21 0 1 . 5 0 2 CL E A R I N G TR E E 7 $2 0 0 . 0 0 $1 , 4 0 0 . 0 0 $1 0 5 . 0 0 $7 3 5 . 0 0 $1 5 0 . 0 0 $1,050.00$111.51$780.57 32 1 21 0 1 . 5 0 7 GR U B B I N G TR E E 7 $1 5 0 . 0 0 $1 , 0 5 0 . 0 0 $5 5 . 0 0 $3 8 5 . 0 0 $6 0 . 0 0 $420.00$55.76$390.32 32 2 21 0 1 . 6 0 5 CL E A R I N G A N D G R U B B I N G AC R E 0. 0 5 $1 0 , 0 0 0 . 0 0 $5 0 0 . 0 0 $5 , 3 0 0 . 0 0 $2 6 5 . 0 0 $2 , 5 0 0 . 0 0 $125.00$5,575.60$278.78 32 3 21 0 4 . 5 2 3 SA L V A G E H Y D R A N T EA C H 1 $4 5 0 . 0 0 $4 5 0 . 0 0 $3 1 0 . 0 0 $3 1 0 . 0 0 $1 0 0 . 0 0 $100.00$655.01$655.01 32 4 21 0 5 . 5 2 2 SE L E C T G R A N U L A R B O R R O W ( C V ) CU Y D 40 5 $1 0 . 0 0 $4 , 0 5 0 . 0 0 $1 4 . 7 5 $5 , 9 7 3 . 7 5 $1 8 . 0 0 $7,290.00$17.34$7,022.70 32 5 25 0 4 . 6 0 2 IN S T A L L S A L V A G E D H Y D R A N T EA C H 1 $5 0 0 . 0 0 $5 0 0 . 0 0 $7 6 0 . 0 0 $7 6 0 . 0 0 $1 , 0 0 0 . 0 0 $1,000.00$934.00$934.00 32 6 25 0 4 . 6 0 3 6" W A T E R M A I N D U C T I L E I R O N C L 5 2 LI N F T 3 $2 9 . 0 0 $8 7 . 0 0 $1 2 1 . 0 0 $3 6 3 . 0 0 $4 0 . 0 0 $120.00$544.16$1,632.48 32 7 25 2 1 . 5 0 1 4" C O N C R E T E W A L K SQ F T 89 1 0 $3 . 0 0 $2 6 , 7 3 0 . 0 0 $3 . 3 0 $2 9 , 4 0 3 . 0 0 $3 . 0 0 $26,730.00$3.87$34,481.70 32 8 25 2 1 . 5 0 1 6" C O N C R E T E W A L K SQ F T 40 0 $6 . 0 0 $2 , 4 0 0 . 0 0 $1 1 . 0 0 $4 , 4 0 0 . 0 0 $3 . 5 0 $1,400.00$5.48$2,192.00 32 9 25 3 1 . 6 0 2 PE D E S T R I A N C U R B R A M P EA C H 6 $5 0 0 . 0 0 $3 , 0 0 0 . 0 0 $2 6 3 . 0 0 $1 , 5 7 8 . 0 0 $2 5 0 . 0 0 $1,500.00$278.79$1,672.74 Page 21 Pr o j e c t : 0 1 4 9 4 - 3 4 - M O N T - 2 0 1 0 S t r e e t R e c o n s t r u c t i o n P r o j e c t En g i n e e r s E s t i m a t e La t o u r C o n s t r u c t i o n Ge i s l i n g e r a n d S o n s , I n c . Landwehr Construction, Inc. It e m N o . It e m Un i t s Qu a n t i t y Un i t P r i c e To t a l P r i c e Un i t P r i c e To t a l P r i c e Un i t P r i c e Total Price Unit Price Total Price 33 0 25 3 1 . 6 1 8 TR U N C A T E D D O M E S SQ F T 24 $5 0 . 0 0 $1 , 2 0 0 . 0 0 $4 2 . 0 0 $1 , 0 0 8 . 0 0 $3 5 . 0 0 $840.00$39.03$936.72 33 1 25 7 1 . 5 0 2 DE C I D U O U S T R E E 2 . 5 " C A L B & B TR E E 7 $3 5 0 . 0 0 $2 , 4 5 0 . 0 0 $2 9 0 . 0 0 $2 , 0 3 0 . 0 0 $3 2 0 . 0 0 $2,240.00$390.29$2,732.03 33 2 25 7 5 . 5 0 5 SO D D I N G T Y P E S A L T R E S I S T A N T SQ Y D 26 0 0 $3 . 0 0 $7 , 8 0 0 . 0 0 $2 . 5 5 $6 , 6 3 0 . 0 0 $3 . 0 0 $7,800.00$2.68$6,968.00 To t a l S C H E D U L E K - A L T E R N A T E N O . 6 ( P R A I R I E R O A D S I D E W A L K I M P R O V E M E N T S ) : $5 4 , 2 1 7 . 0 0 $5 5 , 8 4 0 . 7 5 $51,615.00 $61,439.03 To t a l S C H E D U L E A - S T R E E T I M P R O V E M E N T S ( R I V E R S T R E E T A N D S I D E S T R E E T S ) : $9 7 6 , 8 5 9 . 3 5 $9 3 6 , 6 1 8 . 2 0 $1,072,263.50 $1,038,273.30 To t a l S C H E D U L E B - S A N I T A R Y S E W E R I M P R OV E M E N T S ( R I V E R S T R E E T A N D S I D E ST R E E T S ) : $6 3 4 , 5 4 9 . 5 0 $5 5 1 , 0 9 8 . 6 0 $457,578.75 $536,916.38 To t a l S C H E D U L E C - W A T E R M A I N I M P R O V E M E N T S ( R I V E R S T R E E T A N D S I D E ST R E E T S ) : $2 8 5 , 9 1 2 . 5 0 $2 7 6 , 3 4 7 . 7 5 $244,389.00 $275,281.77 To t a l S C H E D U L E D - S T O R M S E W E R I M P R O V E M E N T S ( R I V E R S T R E E T A N D S I D E ST R E E T S ) : $1 5 5 , 5 0 5 . 4 0 $1 4 8 , 3 1 7 . 7 5 $185,884.50 $134,193.68 To t a l S C H E D U L E E - P R A I R I E R O A D I M P R O V E M E N T S : $4 6 6 , 3 1 1 . 0 0 $4 3 2 , 6 4 7 . 9 7 $414,644.80 $477,970.96 To t a l S C H E D U L E F - A L T E R N A T E N O . 1 ( W A L N U T S T R E E T C O N N E C T I O N ) : $4 9 , 7 1 5 . 8 0 $4 2 , 6 7 3 . 7 6 $51,063.00 $38,648.32 To t a l S C H E D U L E G - A L T E R N A T E N O . 2 ( T H I R D S T R E E T P A R K I N G L O T ) : $7 4 , 0 9 1 . 0 0 $6 4 , 4 3 2 . 0 0 $82,705.20 $71,012.80 To t a l S C H E D U L E H - A L T E R N A T E N O . 3 ( L I F T S T A T I O N I M P R O V E M E N T S ) : $1 1 3 , 0 2 6 . 3 0 $1 8 5 , 9 6 4 . 0 1 $237,130.00 $181,006.44 To t a l S C H E D U L E I - A L T E R N A T E N O . 4 ( W A L NU T S T R E E T N O R T H O F R I V E R S T R E E T ) : $2 2 , 9 6 5 . 0 0 $2 5 , 2 1 0 . 0 0 $37,935.00 $25,905.95 To t a l S C H E D U L E J - A L T E R N A T E N O . 5 ( P A R W E S T P A R K I N G L O T I M P R O V E M E N T S ) : $1 8 , 7 2 5 . 0 0 $2 2 , 1 8 1 . 5 0 $28,590.00 $25,217.13 To t a l S C H E D U L E K - A L T E R N A T E N O . 6 ( P R A I R I E R O A D S I D E W A L K I M P R O V E M E N T S ) : $5 4 , 2 1 7 . 0 0 $5 5 , 8 4 0 . 7 5 $51,615.00 $61,439.03 To t a l s f o r P r o j e c t 0 1 4 9 4 - 3 4 $2 , 8 5 1 , 8 7 7 . 8 5 $2 , 7 4 1 , 3 3 2 . 2 9 $2,863,798.75 $2,865,865.76 % o f E s t i m a t e f o r P r o j e c t 0 1 4 9 4 - 3 4 -3 . 8 8 % 0.42% 0.49%Page 22 Pr o j e c t : 0 1 4 9 4 - 3 4 - M O N T - 2 0 1 0 S t r e e t R e c o n s t r u c t i o n P r o j e c t En g i n e e r s E s t i m a t e No r t h d a l e C o n s t r u c t i o n C o . , In c . Bu r s c h v i l l e C o n s t r u c t i o n , In c . S. R. Weidema, Inc. It e m N o . It e m Un i t s Qu a n t i t y Un i t P r i c e To t a l P r i c e Un i t P r i c e To t a l P r i c e Un i t P r i c e Total Price Unit Price Total Price SC H E D U L E A - S T R E E T I M P R O V E M E N T S ( R I V E R S T R E E T A N D S I D E S T R E E T S ) 1 20 2 1 . 5 0 1 MO B I L I Z A T I O N LU M P S U M 1 $4 0 , 0 0 0 . 0 0 $4 0 , 0 0 0 . 0 0 $1 9 5 , 5 2 2 . 0 7 $1 9 5 , 5 2 2 . 0 7 $3 5 , 0 0 0 . 0 0 $35,000.00$83,710.00$83,710.00 2 21 0 1 . 5 0 2 CL E A R I N G TR E E 31 $2 0 0 . 0 0 $6 , 2 0 0 . 0 0 $1 7 8 . 8 5 $5 , 5 4 4 . 3 5 $1 7 5 . 0 0 $5,425.00$109.00$3,379.00 3 21 0 1 . 5 0 7 GR U B B I N G TR E E 31 $1 5 0 . 0 0 $4 , 6 5 0 . 0 0 $1 1 9 . 2 3 $3 , 6 9 6 . 1 3 $1 2 0 . 0 0 $3,720.00$50.00$1,550.00 4 21 0 4 . 5 0 1 RE M O V E C U R B A N D G U T T E R LI N F T 64 3 0 $3 . 5 0 $2 2 , 5 0 5 . 0 0 $1 . 2 9 $8 , 2 9 4 . 7 0 $2.10$13,503.00$1.90$12,217.00 5 21 0 4 . 5 0 1 RE M O V E C O N D U I T S Y S T E M LI N F T 17 5 $1 . 7 5 $3 0 6 . 2 5 $2 . 0 0 $3 5 0 . 0 0 $2.00$350.00$1.70$297.50 6 21 0 4 . 5 0 3 RE M O V E C O N C R E T E W A L K SQ F T 16 6 0 $1 . 0 0 $1 , 6 6 0 . 0 0 $0 . 6 7 $1 , 1 1 2 . 2 0 $0.55$913.00$0.65$1,079.00 7 21 0 4 . 5 0 5 RE M O V E C O N C R E T E D R I V E W A Y P A V E M E N T SQ Y D 56 0 $3 . 5 0 $1 , 9 6 0 . 0 0 $1 . 5 0 $8 4 0 . 0 0 $5.15$2,884.00$2.50$1,400.00 8 21 0 4 . 5 0 5 RE M O V E B I T U M I N O U S D R I V E W A Y P A V E M E N T SQ Y D 32 0 $2 . 5 0 $8 0 0 . 0 0 $1 . 5 0 $4 8 0 . 0 0 $3.10$992.00$2.25$720.00 9 21 0 4 . 5 0 9 RE M O V E M A I L B O X S U P P O R T EA C H 19 $5 0 . 0 0 $9 5 0 . 0 0 $2 5 . 8 8 $4 9 1 . 7 2 $2 1 . 0 0 $399.00$25.00$475.00 10 21 0 4 . 5 0 9 RE M O V E M A I L B O X EA C H 19 $3 0 . 0 0 $5 7 0 . 0 0 $7 7 . 6 3 $1 , 4 7 4 . 9 7 $1 1 . 0 0 $209.00$25.00$475.00 11 21 0 4 . 5 1 1 SA W I N G C O N C R E T E P A V E M E N T ( F U L L D E P T H ) LI N F T 23 0 $5 . 0 0 $1 , 1 5 0 . 0 0 $4 . 8 5 $1 , 1 1 5 . 5 0 $4.00$920.00$2.95$678.50 12 21 0 4 . 5 1 3 SA W I N G B I T U M I N O U S P A V E M E N T ( F U L L D E P T H ) LI N F T 93 0 $2 . 5 0 $2 , 3 2 5 . 0 0 $3 . 2 5 $3 , 0 2 2 . 5 0 $2.75$2,557.50$2.45$2,278.50 13 21 0 4 . 5 2 3 SA L V A G E S I G N EA C H 24 $3 0 . 0 0 $7 2 0 . 0 0 $2 5 . 8 8 $6 2 1 . 1 2 $2 6 . 2 5 $630.00$25.00$600.00 14 21 0 5 . 5 0 1 CO M M O N E X C A V A T I O N CU Y D 11 9 0 0 $6 . 0 0 $7 1 , 4 0 0 . 0 0 $4 . 8 6 $5 7 , 8 3 4 . 0 0 $5.15$61,285.00$9.03$107,457.00 15 21 0 5 . 5 0 7 SU B G R A D E E X C A V A T I O N ( E V ) CU Y D 11 9 0 $1 0 . 0 0 $1 1 , 9 0 0 . 0 0 $1 . 0 4 $1 , 2 3 7 . 6 0 $5.15$6,128.50$9.62$11,447.80 16 21 0 5 . 5 2 2 SE L E C T G R A N U L A R B O R R O W ( C V ) CU Y D 11 4 5 0 $1 0 . 0 0 $1 1 4 , 5 0 0 . 0 0 $8 . 8 0 $1 0 0 , 7 6 0 . 0 0 $1 0 . 0 0 $114,500.00$11.30$129,385.00 17 21 0 5 . 5 2 5 TO P S O I L B O R R O W ( C V ) CU Y D 85 0 $2 0 . 0 0 $1 7 , 0 0 0 . 0 0 $1 5 . 5 3 $1 3 , 2 0 0 . 5 0 $1 3 . 0 0 $11,050.00$23.20$19,720.00 18 21 0 5 . 6 0 4 GE O T E X T I L E F A B R I C S P E C I A L SQ Y D 90 $2 0 . 0 0 $1 , 8 0 0 . 0 0 $1 9 . 3 2 $1 , 7 3 8 . 8 0 $1 9 . 6 0 $1,764.00$2.00$180.00 19 21 1 2 . 5 0 1 SU B G R A D E P R E P A R A T I O N RO A D S T A 68 . 2 6 $2 5 0 . 0 0 $1 7 , 0 6 5 . 0 0 $1 2 9 . 3 8 $8 , 8 3 1 . 4 8 $1 9 5 . 0 0 $13,310.70$258.00$17,611.08 20 21 1 2 . 6 0 4 SU B G R A D E P R E P A R A T I O N SQ Y D 41 0 0 $1 . 5 0 $6 , 1 5 0 . 0 0 $4 . 8 6 $1 9 , 9 2 6 . 0 0 $0.80$3,280.00$0.66$2,706.00 21 21 2 3 . 6 1 0 ST R E E T S W E E P E R ( W I T H P I C K U P B R O O M ) HO U R 77 $1 0 5 . 0 0 $8 , 0 8 5 . 0 0 $1 0 5 . 0 0 $8 , 0 8 5 . 0 0 $1 0 0 . 0 0 $7,700.00$135.00$10,395.00 22 21 3 0 . 5 0 1 WA T E R M G A L L O N S 72 $2 5 . 0 0 $1 , 8 0 0 . 0 0 $2 4 . 5 0 $1 , 7 6 4 . 0 0 $3 0 . 0 0 $2,160.00$36.00$2,592.00 23 22 1 1 . 5 0 1 AG G R E G A T E B A S E C L A S S 5 M O D TO N 28 9 0 $9 . 0 0 $2 6 , 0 1 0 . 0 0 $1 2 . 9 4 $3 7 , 3 9 6 . 6 0 $9.75$28,177.50$0.01$28.90 24 23 0 1 . 6 0 3 MU D J A C K I N G ( C U R B ) LI N F T 10 0 $2 0 . 0 0 $2 , 0 0 0 . 0 0 $8 . 8 0 $8 8 0 . 0 0 $7.50$750.00$125.00$12,500.00 25 23 3 1 . 6 0 4 BI T U M I N O U S P A V E M E N T R E C L A M A T I O N SQ Y D 28 7 2 0 $2 . 5 0 $7 1 , 8 0 0 . 0 0 $1 . 9 1 $5 4 , 8 5 5 . 2 0 $2.85$81,852.00$4.22$121,198.40 26 23 5 7 . 5 0 2 BI T U M I N O U S M A T E R I A L F O R T A C K C O A T GA L L O N 14 7 0 $2 . 0 0 $2 , 9 4 0 . 0 0 $2 . 0 7 $3 , 0 4 2 . 9 0 $2.05$3,013.50$2.00$2,940.00 27 23 6 0 . 5 0 1 TY P E S P 1 2 . 5 W E A R I N G C O U R S E M I X T U R E ( 2 , B ) TO N 28 1 0 $5 2 . 0 0 $1 4 6 , 1 2 0 . 0 0 $4 8 . 5 7 $1 3 6 , 4 8 1 . 7 0 $4 9 . 5 0 $139,095.00$46.93$131,873.30 28 23 6 0 . 5 0 1 TY P E S P 1 2 . 5 W E A R I N G C O U R S E M I X T U R E ( 4 , B ) TO N 10 $5 6 . 0 0 $5 6 0 . 0 0 $8 9 . 4 9 $8 9 4 . 9 0 $8 9 . 0 0 $890.00$86.46$864.60 29 23 6 0 . 5 0 2 TY P E S P 1 2 . 5 N O N W E A R I N G C O U R S E M I X T U R E ( 2 , B ) TO N 36 7 0 $5 0 . 0 0 $1 8 3 , 5 0 0 . 0 0 $5 1 . 3 3 $1 8 8 , 3 8 1 . 1 0 $5 1 . 1 0 $187,537.00$49.59$181,995.30 30 23 6 0 . 5 0 2 TY P E S P 1 9 . 0 N O N W E A R I N G C O U R S E M I X T U R E ( 4 , B ) TO N 30 $5 4 . 0 0 $1 , 6 2 0 . 0 0 $6 9 . 5 1 $2 , 0 8 5 . 3 0 $6 9 . 2 5 $2,077.50$67.16$2,014.80 31 23 6 0 . 5 0 3 TY P E S P 9 . 5 W E A R I N G C O U R S E M I X ( 2 , B ) 1 . 5 " T H I C K SQ Y D 32 0 $8 . 0 0 $2 , 5 6 0 . 0 0 $1 8 . 8 2 $6 , 0 2 2 . 4 0 $1 4 . 0 0 $4,480.00$13.35$4,272.00 32 23 6 0 . 5 0 3 TY P E S P 9 . 5 N O N W E A R I N G C O U R S E M I X ( 2 , B ) 2 . 0 " T H I C K SQ Y D 32 0 $1 0 . 0 0 $3 , 2 0 0 . 0 0 $2 1 . 5 1 $6 , 8 8 3 . 2 0 $1 6 . 7 5 $5,360.00$15.95$5,104.00 33 25 0 4 . 6 0 2 IR R I G A T I O N S Y S T E M R E P A I R EA C H 15 $3 0 0 . 0 0 $4 , 5 0 0 . 0 0 $3 3 5 . 0 0 $5 , 0 2 5 . 0 0 $2 5 0 . 0 0 $3,750.00$300.00$4,500.00 34 25 0 6 . 5 2 2 AD J U S T F R A M E & R I N G C A S T I N G ( S A N I T A R Y ) EA C H 1 $3 5 0 . 0 0 $3 5 0 . 0 0 $2 7 5 . 0 0 $2 7 5 . 0 0 $6 5 0 . 0 0 $650.00$291.00$291.00 Page 23 Pr o j e c t : 0 1 4 9 4 - 3 4 - M O N T - 2 0 1 0 S t r e e t R e c o n s t r u c t i o n P r o j e c t En g i n e e r s E s t i m a t e No r t h d a l e C o n s t r u c t i o n C o . , I n c . Bu r s c h v i l l e C o n s t r u c t i o n , I n c . S. R. Weidema, Inc. It e m N o . It e m Un i t s Qu a n t i t y Un i t P r i c e To t a l P r i c e Un i t P r i c e To t a l P r i c e Un i t P r i c e Total Price Unit Price Total Price 35 25 0 6 . 5 2 2 AD J U S T F R A M E & R I N G C A S T I N G ( S T O R M ) EA C H 19 $4 5 0 . 0 0 $8 , 5 5 0 . 0 0 $2 7 5 . 0 0 $5 , 2 2 5 . 0 0 $5 0 0 . 0 0 $9,500.00$351.00$6,669.00 36 25 2 1 . 5 0 1 4" C O N C R E T E W A L K SQ F T 16 5 5 $3 . 0 0 $4 , 9 6 5 . 0 0 $3 . 6 6 $6 , 0 5 7 . 3 0 $3 . 6 0 $5,958.00$3.61$5,974.55 37 25 3 1 . 5 0 1 CO N C R E T E C U R B & G U T T E R D E S I G N B 6 1 8 LI N F T 64 2 8 $1 0 . 0 0 $6 4 , 2 8 0 . 0 0 $1 2 . 1 6 $7 8 , 1 6 4 . 4 8 $1 0 . 9 0 $70,065.20$11.75$75,529.00 38 25 3 1 . 5 0 7 6" C O N C R E T E D R I V E W A Y P A V E M E N T SQ Y D 38 0 $4 1 . 0 0 $1 5 , 5 8 0 . 0 0 $4 0 . 1 9 $1 5 , 2 7 2 . 2 0 $3 8 . 0 0 $14,440.00$39.35$14,953.00 39 25 3 1 . 5 0 7 7" C O N C R E T E D R I V E W A Y P A V E M E N T SQ Y D 80 $4 3 . 0 0 $3 , 4 4 0 . 0 0 $4 2 . 2 6 $3 , 3 8 0 . 8 0 $4 4 . 0 0 $3,520.00$41.36$3,308.80 40 25 3 1 . 5 0 7 6" C O N C R E T E D R I V E W A Y P A V E M E N T H E SQ Y D 11 0 $5 0 . 0 0 $5 , 5 0 0 . 0 0 $4 2 . 5 2 $4 , 6 7 7 . 2 0 $4 0 . 0 5 $4,405.50$41.60$4,576.00 41 25 3 1 . 5 0 7 7" C O N C R E T E D R I V E W A Y P A V E M E N T H E SQ Y D 30 $5 2 . 0 0 $1 , 5 6 0 . 0 0 $4 4 . 9 5 $1 , 3 4 8 . 5 0 $4 6 . 0 5 $1,381.50$43.94$1,318.20 42 25 3 1 . 6 0 2 PE D E S T R I A N C U R B R A M P EA C H 1 $5 0 0 . 0 0 $5 0 0 . 0 0 $2 4 8 . 4 0 $2 4 8 . 4 0 $2 6 5 . 0 0 $265.00$240.00$240.00 43 25 3 1 . 6 1 8 TR U N C A T E D D O M E S SQ F T 10 $5 0 . 0 0 $5 0 0 . 0 0 $2 6 . 4 3 $2 6 4 . 3 0 $4 2 . 0 0 $420.00$25.00$250.00 44 25 4 0 . 6 0 2 IN S T A L L M A I L B O X S U P P O R T ( C L U S T E R ) EA C H 15 $3 5 0 . 0 0 $5 , 2 5 0 . 0 0 $2 3 2 . 8 8 $3 , 4 9 3 . 2 0 $1 5 7 . 5 0 $2,362.50$125.00$1,875.00 45 25 4 0 . 6 0 2 MA I L B O X EA C H 19 $5 0 . 0 0 $9 5 0 . 0 0 $2 5 . 8 8 $4 9 1 . 7 2 $2 1 . 0 0 $399.00$40.00$760.00 46 25 4 0 . 6 0 2 MA I L B O X ( T E M P O R A R Y ) EA C H 19 $2 0 . 0 0 $3 8 0 . 0 0 $2 5 . 8 8 $4 9 1 . 7 2 $2 1 . 0 0 $399.00$50.00$950.00 47 25 5 0 . 5 4 1 6' X 6 ' L O O P D E T E C T O R D E S I G N N M C EA C H 5 $1 , 0 0 0 . 0 0 $5 , 0 0 0 . 0 0 $2 7 1 . 1 7 $1 , 3 5 5 . 8 5 $2 7 5 . 0 0 $1,375.00$262.00$1,310.00 48 25 6 3 . 6 0 1 TR A F F I C C O N T R O L LU M P S U M 1 $1 5 , 0 0 0 . 0 0 $1 5 , 0 0 0 . 0 0 $9 , 1 5 9 . 0 0 $9 , 1 5 9 . 0 0 $5 , 0 0 0 . 0 0 $5,000.00$9,000.00$9,000.00 49 25 6 4 . 5 3 1 SI G N P A N E L S T Y P E C SQ F T 12 3 $3 2 . 0 0 $3 , 9 3 6 . 0 0 $3 3 . 1 2 $4 , 0 7 3 . 7 6 $4 5 . 0 0 $5,535.00$32.00$3,936.00 50 25 6 4 . 6 0 2 FU R N I S H & I N S T A L L S I G N P A N E L T Y P E D EA C H 12 $3 0 0 . 0 0 $3 , 6 0 0 . 0 0 $3 3 6 . 3 8 $4 , 0 3 6 . 5 6 $1 5 7 . 5 0 $1,890.00$325.00$3,900.00 51 25 6 5 . 6 0 2 SP L I C E L O O P D E T E C T O R EA C H 1 $1 , 5 0 0 . 0 0 $1 , 5 0 0 . 0 0 $6 5 . 0 0 $6 5 . 0 0 $6 5 . 0 0 $65.00$59.00$59.00 52 25 6 5 . 6 0 3 4" N O N - M E T A L L I C C O N D U I T LI N F T 12 8 0 $4 . 0 0 $5 , 1 2 0 . 0 0 $2 . 8 5 $3 , 6 4 8 . 0 0 $2 . 9 0 $3,712.00$2.75$3,520.00 53 25 6 5 . 6 0 3 IN S T A L L 4 " N O N - M E T A L L I C C O N D U I T LI N F T 12 8 0 $2 . 5 0 $3 , 2 0 0 . 0 0 $5 . 8 0 $7 , 4 2 4 . 0 0 $5 . 9 0 $7,552.00$5.60$7,168.00 54 25 7 1 . 5 0 2 DE C I D U O U S T R E E 2 . 5 " C A L B & B TR E E 31 $3 5 0 . 0 0 $1 0 , 8 5 0 . 0 0 $2 9 4 . 9 8 $9 , 1 4 4 . 3 8 $2 9 0 . 0 0 $8,990.00$325.00$10,075.00 55 25 7 2 . 5 0 1 TE M P O R A R Y F E N C E LI N F T 47 0 $1 . 8 5 $8 6 9 . 5 0 $2 . 7 5 $1 , 2 9 2 . 5 0 $1 . 5 0 $705.00$20.00$9,400.00 56 25 7 3 . 5 0 2 SI L T F E N C E , T Y P E M A C H I N E S L I C E D LI N F T 15 0 $2 . 0 0 $3 0 0 . 0 0 $2 . 1 1 $3 1 6 . 5 0 $2 . 0 0 $300.00$3.00$450.00 57 25 7 3 . 5 3 0 ST O R M D R A I N I N L E T P R O T E C T I O N EA C H 45 $2 2 5 . 0 0 $1 0 , 1 2 5 . 0 0 $7 5 . 0 0 $3 , 3 7 5 . 0 0 $1 0 0 . 0 0 $4,500.00$130.00$5,850.00 58 25 7 5 . 5 0 1 SE E D I N G AC R E 0. 1 5 $1 , 8 0 0 . 0 0 $2 7 0 . 0 0 $4 , 9 5 7 . 6 5 $7 4 3 . 6 5 $5 , 0 3 0 . 0 0 $754.50$5,000.00$750.00 59 25 7 5 . 5 0 2 SE E D M I X T U R E 2 4 0 PO U N D 20 $5 . 0 0 $1 0 0 . 0 0 $2 . 3 6 $4 7 . 2 0 $2 . 4 0 $48.00$3.00$60.00 60 25 7 5 . 5 0 5 SO D D I N G T Y P E S A L T R E S I S T A N T SQ Y D 75 0 0 $3 . 0 0 $2 2 , 5 0 0 . 0 0 $2 . 4 8 $1 8 , 6 0 0 . 0 0 $2 . 5 0 $18,750.00$2.50$18,750.00 61 25 7 5 . 5 3 2 FE R T I L I Z E R T Y P E 2 PO U N D 23 0 $0 . 5 0 $1 1 5 . 0 0 $0 . 6 7 $1 5 4 . 1 0 $0 . 7 0 $161.00$1.00$230.00 62 25 7 5 . 5 6 0 HY D R A U L I C S O I L S T A B I L I Z E R T Y P E 5 PO U N D 38 7 0 $0 . 5 0 $1 , 9 3 5 . 0 0 $0 . 7 8 $3 , 0 1 8 . 6 0 $0 . 8 0 $3,096.00$0.70$2,709.00 63 25 8 2 . 5 0 2 4" S O L I D L I N E W H I T E - E P O X Y LI N F T 20 9 0 $1 . 0 0 $2 , 0 9 0 . 0 0 $0 . 9 3 $1 , 9 4 3 . 7 0 $0 . 9 5 $1,985.50$0.90$1,881.00 64 25 8 2 . 5 0 2 12 " S O L I D L I N E W H I T E - E P O X Y LI N F T 26 4 $0 . 9 0 $2 3 7 . 6 0 $5 . 6 9 $1 , 5 0 2 . 1 6 $5 . 7 0 $1,504.80$5.50$1,452.00 To t a l S C H E D U L E A - S T R E E T I M P R O V E M E N T S ( R I V E R S T R E E T A N D S I D E S T R E E T S ) : $9 7 6 , 8 5 9 . 3 5 $1 , 0 6 7 , 1 8 0 . 7 2 $925,352.70 $1,074,839.23 SC H E D U L E B - S A N I T A R Y S E W E R I M P R O V E M E N T S ( R I V E R S T R E E T A N D S I D E S T R E E T S ) 65 21 0 4 . 5 0 1 RE M O V E S E W E R P I P E ( S A N I T A R Y ) LI N F T 25 3 0 $8 . 0 0 $2 0 , 2 4 0 . 0 0 $2 . 5 0 $6 , 3 2 5 . 0 0 $3 . 0 0 $7,590.00$4.05$10,246.50 66 21 0 4 . 5 0 1 RE M O V E S A N I T A R Y S E R V I C E P I P E LI N F T 14 4 0 $3 . 5 0 $5 , 0 4 0 . 0 0 $4 . 5 0 $6 , 4 8 0 . 0 0 $3 . 0 0 $4,320.00$3.55$5,112.00 67 21 0 4 . 5 0 9 RE M O V E D R O P I N L E T EA C H 1 $3 0 0 . 0 0 $3 0 0 . 0 0 $4 5 0 . 0 0 $4 5 0 . 0 0 $3 5 0 . 0 0 $350.00$666.00$666.00 Page 24 Pr o j e c t : 0 1 4 9 4 - 3 4 - M O N T - 2 0 1 0 S t r e e t R e c o n s t r u c t i o n P r o j e c t En g i n e e r s E s t i m a t e No r t h d a l e C o n s t r u c t i o n C o . , In c . Bu r s c h v i l l e C o n s t r u c t i o n , In c . S. R. Weidema, Inc. It e m N o . It e m Un i t s Qu a n t i t y Un i t P r i c e To t a l P r i c e Un i t P r i c e To t a l P r i c e Un i t P r i c e Total Price Unit Price Total Price 68 21 0 4 . 5 0 9 RE M O V E M A N H O L E ( S A N I T A R Y ) EA C H 7 $6 5 0 . 0 0 $4 , 5 5 0 . 0 0 $4 2 5 . 0 0 $2 , 9 7 5 . 0 0 $4 0 0 . 0 0 $2,800.00$375.00$2,625.00 69 21 0 4 . 5 0 9 RE M O V E C A S T I N G A S S E M B L Y EA C H 3 $8 0 . 0 0 $2 4 0 . 0 0 $1 2 5 . 0 0 $3 7 5 . 0 0 $1 2 5 . 0 0 $375.00$51.10$153.30 70 21 0 5 . 5 2 2 SE L E C T G R A N U L A R B O R R O W ( C V ) CU Y D 27 $1 0 . 0 0 $2 7 0 . 0 0 $2 4 . 5 0 $6 6 1 . 5 0 $1 0 . 5 0 $283.50$13.36$360.72 71 21 0 5 . 6 0 1 DE W A T E R I N G LU M P S U M 1 $2 5 , 0 0 0 . 0 0 $2 5 , 0 0 0 . 0 0 $5 4 , 7 1 2 . 1 7 $5 4 , 7 1 2 . 1 7 $6 3 , 5 0 0 . 0 0 $63,500.00$36,287.44$36,287.44 72 22 1 1 . 5 0 1 AG G R E G A T E B A S E C L A S S 5 M O D TO N 10 $9 . 0 0 $9 0 . 0 0 $2 6 . 3 9 $2 6 3 . 9 0 $1 0 . 5 0 $105.00$14.07$140.70 73 23 3 1 . 6 0 4 BI T U M I N O U S P A V E M E N T R E C L A M A T I O N SQ Y D 24 $2 . 5 0 $6 0 . 0 0 $1 2 . 9 4 $3 1 0 . 5 6 $2 2 . 0 0 $528.00$0.97$23.28 74 23 5 7 . 5 0 2 BI T U M I N O U S M A T E R I A L F O R T A C K C O A T GA L L O N 2 $2 . 0 0 $4 . 0 0 $2 . 0 7 $4 . 1 4 $3 . 0 0 $6.00$2.00$4.00 75 23 6 0 . 5 0 1 TY P E S P 1 2 . 5 W E A R I N G C O U R S E M I X T U R E ( 2 , B ) TO N 2 $5 2 . 0 0 $1 0 4 . 0 0 $1 0 3 . 4 6 $2 0 6 . 9 2 $1 1 0 . 0 0 $220.00$99.96$199.92 76 23 6 0 . 5 0 2 TY P E S P 1 2 . 5 N O N W E A R I N G C O U R S E M I X T U R E ( 2 , B ) TO N 3 $5 0 . 0 0 $1 5 0 . 0 0 $1 0 3 . 1 4 $3 0 9 . 4 2 $1 0 5 . 0 0 $315.00$95.65$286.95 77 24 5 1 . 6 0 1 GR A N U L A R F O U N D A T I O N A N D / O R B E D D I N G CU Y D 80 $1 0 . 0 0 $8 0 0 . 0 0 $2 4 . 5 0 $1 , 9 6 0 . 0 0 $4 0 . 0 0 $3,200.00$11.89$951.20 78 25 0 1 . 6 0 5 CH E M I C A L G R O U T GA L L O N 6 $4 0 0 . 0 0 $2 , 4 0 0 . 0 0 $6 4 8 . 8 8 $3 , 8 9 3 . 2 8 $6 6 0 . 0 0 $3,960.00$625.00$3,750.00 79 25 0 3 . 5 1 1 10 " D U C T I L E I R O N P I P E S E W E R C L 5 2 LI N F T 12 $6 0 . 0 0 $7 2 0 . 0 0 $6 9 . 3 0 $8 3 1 . 6 0 $7 0 . 0 0 $840.00$76.02$912.24 80 25 0 3 . 5 4 1 10 " P V C P I P E S E W E R D E S I G N P R E S S U R E - D R 2 5 LI N F T 44 0 $5 6 . 0 0 $2 4 , 6 4 0 . 0 0 $2 5 . 6 4 $1 1 , 2 8 1 . 6 0 $2 7 . 5 0 $12,100.00$25.18$11,079.20 81 25 0 3 . 6 0 1 SA N I T A R Y S E W E R B Y P A S S LU M P S U M 1 $4 0 , 0 0 0 . 0 0 $4 0 , 0 0 0 . 0 0 $1 5 , 2 5 0 . 0 0 $1 5 , 2 5 0 . 0 0 $2 1 , 5 0 0 . 0 0 $21,500.00$41,099.27$41,099.27 82 25 0 3 . 6 0 2 CO N N E C T T O E X I S T I N G S A N I T A R Y S E W E R EA C H 40 $8 0 0 . 0 0 $3 2 , 0 0 0 . 0 0 $7 5 0 . 0 0 $3 0 , 0 0 0 . 0 0 $9 0 0 . 0 0 $36,000.00$400.00$16,000.00 83 25 0 3 . 6 0 2 CO N N E C T T O E X I S T I N G M A N H O L E S ( S A N ) EA C H 4 $1 , 1 0 0 . 0 0 $4 , 4 0 0 . 0 0 $1 , 2 5 0 . 0 0 $5 , 0 0 0 . 0 0 $1 , 7 5 0 . 0 0 $7,000.00$1,115.00$4,460.00 84 25 0 3 . 6 0 2 CO N N E C T T O E X I S T I N G S A N I T A R Y S E W E R S E R V I C E EA C H 53 $3 5 0 . 0 0 $1 8 , 5 5 0 . 0 0 $1 3 3 . 1 5 $7 , 0 5 6 . 9 5 $1 2 5 . 0 0 $6,625.00$177.00$9,381.00 85 25 0 3 . 6 0 2 CH I M N E Y S E A L S EA C H 11 $1 5 0 . 0 0 $1 , 6 5 0 . 0 0 $2 6 7 . 8 7 $2 , 9 4 6 . 5 7 $1 4 5 . 0 0 $1,595.00$205.00$2,255.00 86 25 0 3 . 6 0 2 8" X 6 " P V C W Y E EA C H 17 $1 2 0 . 0 0 $2 , 0 4 0 . 0 0 $2 1 2 . 7 6 $3 , 6 1 6 . 9 2 $1 6 0 . 0 0 $2,720.00$84.00$1,428.00 87 25 0 3 . 6 0 2 10 " X 6 " P V C W Y E EA C H 33 $1 5 0 . 0 0 $4 , 9 5 0 . 0 0 $2 7 5 . 6 7 $9 , 0 9 7 . 1 1 $2 2 5 . 0 0 $7,425.00$172.00$5,676.00 88 25 0 3 . 6 0 2 12 " X 6 " P V C W Y E EA C H 3 $1 8 5 . 0 0 $5 5 5 . 0 0 $3 1 5 . 1 8 $9 4 5 . 5 4 $2 5 0 . 0 0 $750.00$200.00$600.00 89 25 0 3 . 6 0 2 LA T E R A L G R O U T I N G EA C H 5 $1 , 0 0 0 . 0 0 $5 , 0 0 0 . 0 0 $8 1 9 . 7 2 $4 , 0 9 8 . 6 0 $1 , 6 3 0 . 0 0 $8,150.00$792.00$3,960.00 90 25 0 3 . 6 0 3 LI N I N G S E W E R P I P E 8 " LI N F T 24 0 3 $5 0 . 0 0 $1 2 0 , 1 5 0 . 0 0 $2 7 . 9 5 $6 7 , 1 6 3 . 8 5 $2 8 . 5 0 $68,485.50$27.00$64,881.00 91 25 0 3 . 6 0 3 LI N I N G S E W E R P I P E 1 0 " LI N F T 84 8 $5 5 . 0 0 $4 6 , 6 4 0 . 0 0 $3 2 . 0 9 $2 7 , 2 1 2 . 3 2 $3 2 . 5 5 $27,602.40$31.00$26,288.00 92 25 0 3 . 6 0 3 LI N I N G S E W E R P I P E 1 2 " LI N F T 92 $7 5 . 0 0 $6 , 9 0 0 . 0 0 $1 2 5 . 2 4 $1 1 , 5 2 2 . 0 8 $1 2 7 . 0 5 $11,688.60$121.00$11,132.00 93 25 0 3 . 6 0 3 6" P V C P I P E S E W E R - S D R 2 6 LI N F T 13 9 3 $2 3 . 0 0 $3 2 , 0 3 9 . 0 0 $2 1 . 7 8 $3 0 , 3 3 9 . 5 4 $1 2 . 5 0 $17,412.50$29.24$40,731.32 94 25 0 3 . 6 0 3 SA N I T A R Y S E W E R I N S P E C T I O N ( T E L E V I S I N G ) LI N F T 53 1 5 $1 . 5 0 $7 , 9 7 2 . 5 0 $1 . 0 9 $5 , 7 9 3 . 3 5 $1 . 2 5 $6,643.75$1.25$6,643.75 95 25 0 3 . 6 0 3 8" P V C P I P E S E W E R - S D R 3 5 LI N F T 59 3 $2 8 . 0 0 $1 6 , 6 0 4 . 0 0 $3 2 . 0 9 $1 9 , 0 2 9 . 3 7 $2 3 . 0 0 $13,639.00$61.10$36,232.30 96 25 0 3 . 6 0 3 10 " P V C P I P E S E W E R - S D R 3 5 LI N F T 13 9 9 $3 5 . 0 0 $4 8 , 9 6 5 . 0 0 $3 0 . 1 6 $4 2 , 1 9 3 . 8 4 $2 5 . 0 0 $34,975.00$34.18$47,817.82 97 25 0 3 . 6 0 3 12 " P V C P I P E S E W E R - S D R 3 5 LI N F T 31 9 $4 5 . 0 0 $1 4 , 3 5 5 . 0 0 $2 6 . 1 8 $8 , 3 5 1 . 4 2 $2 7 . 0 0 $8,613.00$26.02$8,300.38 98 25 0 6 . 5 1 6 CA S T I N G A S S E M B L Y ( S A N I T A R Y ) EA C H 10 $4 5 0 . 0 0 $4 , 5 0 0 . 0 0 $5 3 9 . 4 4 $5 , 3 9 4 . 4 0 $8 2 0 . 0 0 $8,200.00$676.00$6,760.00 99 25 0 6 . 5 2 2 AD J U S T F R A M E & R I N G C A S T I N G ( S A N I T A R Y ) EA C H 2 $3 5 0 . 0 0 $7 0 0 . 0 0 $2 7 5 . 0 0 $5 5 0 . 0 0 $5 1 5 . 0 0 $1,030.00$291.00$582.00 10 0 25 0 6 . 6 0 1 CO N S T R U C T L I F T S T A T I O N LU M P S U M 1 $1 2 0 , 0 0 0 . 0 0 $1 2 0 , 0 0 0 . 0 0 $1 5 5 , 7 5 0 . 0 0 $1 5 5 , 7 5 0 . 0 0 $1 3 0 , 0 0 0 . 0 0 $130,000.00$105,639.20$105,639.20 10 1 25 0 6 . 6 0 2 RE C O N S T R U C T S A N I T A R Y M A N H O L E S EA C H 4 $5 0 0 . 0 0 $2 , 0 0 0 . 0 0 $1 , 1 0 0 . 0 0 $4 , 4 0 0 . 0 0 $1 , 2 0 0 . 0 0 $4,800.00$1,000.00$4,000.00 10 2 25 0 6 . 6 0 3 CO N S T R U C T 1 0 " O U T S I D E D R O P LI N F T 5. 9 $2 9 0 . 0 0 $1 , 7 1 1 . 0 0 $4 5 4 . 7 0 $2 , 6 8 2 . 7 3 $3 2 5 . 0 0 $1,917.50$333.00$1,964.70 Page 25 Pr o j e c t : 0 1 4 9 4 - 3 4 - M O N T - 2 0 1 0 S t r e e t R e c o n s t r u c t i o n P r o j e c t En g i n e e r s E s t i m a t e No r t h d a l e C o n s t r u c t i o n C o . , In c . Bu r s c h v i l l e C o n s t r u c t i o n , In c . S. R. Weidema, Inc. It e m N o . It e m Un i t s Qu a n t i t y Un i t P r i c e To t a l P r i c e Un i t P r i c e To t a l P r i c e Un i t P r i c e Total Price Unit Price Total Price 10 3 25 0 6 . 6 0 3 CO N S T 4 8 " D I A S A N S E W E R M A N H O L E LI N F T 96 . 8 5 $1 8 0 . 0 0 $1 7 , 4 3 3 . 0 0 $1 8 3 . 0 0 $1 7 , 7 2 3 . 5 5 $2 0 4 . 0 0 $19,757.40$269.50$26,101.08 10 4 25 7 3 . 5 0 2 SI L T F E N C E , T Y P E M A C H I N E S L I C E D LI N F T 16 6 $2 . 0 0 $3 3 2 . 0 0 $2 . 1 1 $3 5 0 . 2 6 $2 . 0 0 $332.00$3.00$498.00 10 5 25 7 5 . 5 0 5 SO D D I N G T Y P E S A L T R E S I S T A N T SQ Y D 16 5 $3 . 0 0 $4 9 5 . 0 0 $3 . 9 8 $6 5 6 . 7 0 $2 . 5 0 $412.50$2.50$412.50 To t a l S C H E D U L E B - S A N I T A R Y S E W E R I M P R OV E M E N T S ( R I V E R S T R E E T A N D S I D E ST R E E T S ) : $6 3 4 , 5 4 9 . 5 0 $5 6 8 , 1 6 5 . 1 9 $547,766.65 $545,641.77 SC H E D U L E C - W A T E R M A I N I M P R O V E M E N T S ( R I V E R S T R E E T A N D S I D E S T R E E T S ) 10 6 21 0 3 . 5 0 7 DI S C O N N E C T W A T E R S E R V I C E EA C H 17 $1 5 0 . 0 0 $2 , 5 5 0 . 0 0 $5 0 . 0 0 $8 5 0 . 0 0 $1 5 0 . 0 0 $2,550.00$85.00$1,445.00 10 7 21 0 4 . 5 0 1 RE M O V E W A T E R M A I N LI N F T 25 1 0 $1 0 . 0 0 $2 5 , 1 0 0 . 0 0 $4 . 3 5 $1 0 , 9 1 8 . 5 0 $4 . 0 0 $10,040.00$2.40$6,024.00 10 8 21 0 4 . 5 0 1 RE M O V E W A T E R S E R V I C E P I P E LI N F T 12 7 0 $3 . 7 5 $4 , 7 6 2 . 5 0 $2 . 7 5 $3 , 4 9 2 . 5 0 $3 . 0 0 $3,810.00$3.40$4,318.00 10 9 21 0 4 . 5 0 9 RE M O V E H Y D R A N T EA C H 6 $4 5 0 . 0 0 $2 , 7 0 0 . 0 0 $3 0 0 . 0 0 $1 , 8 0 0 . 0 0 $3 0 0 . 0 0 $1,800.00$222.00$1,332.00 11 0 21 0 4 . 5 0 9 RE M O V E C U R B S T O P & B O X EA C H 26 $1 2 5 . 0 0 $3 , 2 5 0 . 0 0 $7 5 . 0 0 $1 , 9 5 0 . 0 0 $1 0 0 . 0 0 $2,600.00$111.00$2,886.00 11 1 21 0 4 . 5 0 9 RE M O V E G A T E V A L V E & B O X EA C H 15 $2 0 0 . 0 0 $3 , 0 0 0 . 0 0 $2 0 0 . 0 0 $3 , 0 0 0 . 0 0 $2 0 0 . 0 0 $3,000.00$166.50$2,497.50 11 2 21 0 4 . 5 2 3 SA L V A G E G A T E V A L V E EA C H 2 $2 5 0 . 0 0 $5 0 0 . 0 0 $1 7 5 . 0 0 $3 5 0 . 0 0 $2 5 0 . 0 0 $500.00$223.00$446.00 11 3 21 0 4 . 5 2 3 SA L V A G E H Y D R A N T EA C H 1 $4 5 0 . 0 0 $4 5 0 . 0 0 $2 3 5 . 0 0 $2 3 5 . 0 0 $6 0 0 . 0 0 $600.00$220.00$220.00 11 4 24 5 1 . 6 0 1 GR A N U L A R F O U N D A T I O N A N D / O R B E D D I N G CU Y D 80 $1 0 . 0 0 $8 0 0 . 0 0 $2 4 . 5 0 $1 , 9 6 0 . 0 0 $4 0 . 0 0 $3,200.00$11.89$951.20 11 5 25 0 4 . 6 0 1 TE M P O R A R Y W A T E R S E R V I C E LU M P S U M 1 $7 , 5 0 0 . 0 0 $7 , 5 0 0 . 0 0 $1 1 , 8 5 4 . 0 0 $1 1 , 8 5 4 . 0 0 $1 0 , 0 0 0 . 0 0 $10,000.00$14,944.53$14,944.53 11 6 25 0 4 . 6 0 2 RE C O N N E C T W A T E R S E R V I C E EA C H 17 $3 5 0 . 0 0 $5 , 9 5 0 . 0 0 $2 2 0 . 7 0 $3 , 7 5 1 . 9 0 $1 5 0 . 0 0 $2,550.00$278.60$4,736.20 11 7 25 0 4 . 6 0 2 CO N N E C T T O E X I S T I N G W A T E R M A I N EA C H 15 $1 , 0 0 0 . 0 0 $1 5 , 0 0 0 . 0 0 $9 7 5 . 0 0 $1 4 , 6 2 5 . 0 0 $1 , 6 0 0 . 0 0 $24,000.00$278.60$4,179.00 11 8 25 0 4 . 6 0 2 IN S T A L L H Y D R A N T EA C H 8 $2 , 0 0 0 . 0 0 $1 6 , 0 0 0 . 0 0 $2 , 6 9 0 . 6 2 $2 1 , 5 2 4 . 9 6 $2 , 9 0 0 . 0 0 $23,200.00$2,866.50$22,932.00 11 9 25 0 4 . 6 0 2 AD J U S T V A L V E B O X EA C H 2 $5 0 0 . 0 0 $1 , 0 0 0 . 0 0 $2 1 5 . 0 0 $4 3 0 . 0 0 $2 0 0 . 0 0 $400.00$150.00$300.00 12 0 25 0 4 . 6 0 2 1" C O R P O R A T I O N S T O P EA C H 40 $1 5 0 . 0 0 $6 , 0 0 0 . 0 0 $1 6 5 . 6 2 $6 , 6 2 4 . 8 0 $1 4 0 . 0 0 $5,600.00$81.00$3,240.00 12 1 25 0 4 . 6 0 2 6" G A T E V A L V E A N D B O X EA C H 18 $1 , 0 0 0 . 0 0 $1 8 , 0 0 0 . 0 0 $1 , 0 2 1 . 4 1 $1 8 , 3 8 5 . 3 8 $1 , 1 2 5 . 0 0 $20,250.00$956.00$17,208.00 12 2 25 0 4 . 6 0 2 8" G A T E V A L V E A N D B O X EA C H 10 $1 , 3 0 0 . 0 0 $1 3 , 0 0 0 . 0 0 $1 , 3 4 0 . 9 3 $1 3 , 4 0 9 . 3 0 $1 , 4 2 5 . 0 0 $14,250.00$1,270.40$12,704.00 12 3 25 0 4 . 6 0 2 12 " X 8 " W E T T A P EA C H 1 $2 , 8 0 0 . 0 0 $2 , 8 0 0 . 0 0 $3 , 5 8 4 . 7 9 $3 , 5 8 4 . 7 9 $3 , 4 0 0 . 0 0 $3,400.00$3,342.00$3,342.00 12 4 25 0 4 . 6 0 2 1" C U R B S T O P & B O X EA C H 23 $2 2 5 . 0 0 $5 , 1 7 5 . 0 0 $2 6 0 . 4 3 $5 , 9 8 9 . 8 9 $2 1 0 . 0 0 $4,830.00$149.00$3,427.00 12 5 25 0 4 . 6 0 2 IN S T A L L S A L V A G E D H Y D R A N T EA C H 1 $5 0 0 . 0 0 $5 0 0 . 0 0 $4 6 9 . 0 1 $4 6 9 . 0 1 $7 5 0 . 0 0 $750.00$698.00$698.00 12 6 25 0 4 . 6 0 3 1" T Y P E K C O P P E R P I P E LI N F T 81 0 $2 3 . 0 0 $1 8 , 6 3 0 . 0 0 $3 0 . 8 2 $2 4 , 9 6 4 . 2 0 $1 3 . 0 0 $10,530.00$22.20$17,982.00 12 7 25 0 4 . 6 0 3 6" W A T E R M A I N D U C T I L E I R O N C L 5 2 LI N F T 19 9 $2 9 . 0 0 $5 , 7 7 1 . 0 0 $2 9 . 7 7 $5 , 9 2 4 . 2 3 $3 1 . 3 3 $6,234.67$28.56$5,683.44 12 8 25 0 4 . 6 0 3 8" W A T E R M A I N D U C T I L E I R O N C L 5 2 LI N F T 33 8 7 $3 2 . 0 0 $1 0 8 , 3 8 4 . 0 0 $3 1 . 7 8 $1 0 7 , 6 3 8 . 8 6 $3 6 . 9 0 $124,980.30$32.44$109,874.28 12 9 25 0 4 . 6 0 4 4" P O L Y S T Y R E N E I N S U L A T I O N SQ Y D 19 0 $2 8 . 0 0 $5 , 3 2 0 . 0 0 $2 4 . 8 9 $4 , 7 2 9 . 1 0 $3 6 . 0 0 $6,840.00$33.25$6,317.50 13 0 25 0 4 . 6 0 8 DU C T I L E I R O N F I T T I N G S PO U N D 45 9 0 $3 . 0 0 $1 3 , 7 7 0 . 0 0 $2 . 8 2 $1 2 , 9 4 3 . 8 0 $2 . 5 0 $11,475.00$1.90$8,721.00 To t a l S C H E D U L E C - W A T E R M A I N I M P R O V E M E N T S ( R I V E R S T R E E T A N D S I D E S T R E E T S ) : $2 8 5 , 9 1 2 . 5 0 $2 8 1 , 4 0 5 . 2 2 $297,389.97 $256,408.65 SC H E D U L E D - S T O R M S E W E R I M P R O V E M E N T S ( R I V E R S T R E E T A N D S I D E S T R E E T S ) 13 1 21 0 4 . 5 0 1 RE M O V E P I P E D R A I N LI N F T 23 0 $1 . 5 0 $3 4 5 . 0 0 $4 . 5 0 $1 , 0 3 5 . 0 0 $3 . 0 0 $690.00$3.60$828.00 13 2 21 0 4 . 5 0 1 RE M O V E S E W E R P I P E ( S T O R M ) LI N F T 99 0 $8 . 0 0 $7 , 9 2 0 . 0 0 $8 . 7 5 $8 , 6 6 2 . 5 0 $1 2 . 0 0 $11,880.00$8.60$8,514.00 13 3 21 0 4 . 5 0 9 RE M O V E P I P E A P R O N EA C H 1 $2 7 5 . 0 0 $2 7 5 . 0 0 $7 5 0 . 0 0 $7 5 0 . 0 0 $2 5 0 . 0 0 $250.00$245.00$245.00 Page 26 Pr o j e c t : 0 1 4 9 4 - 3 4 - M O N T - 2 0 1 0 S t r e e t R e c o n s t r u c t i o n P r o j e c t En g i n e e r s E s t i m a t e No r t h d a l e C o n s t r u c t i o n C o . , In c . Bu r s c h v i l l e C o n s t r u c t i o n , In c . S. R. Weidema, Inc. It e m N o . It e m Un i t s Qu a n t i t y Un i t P r i c e To t a l P r i c e Un i t P r i c e To t a l P r i c e Un i t P r i c e Total Price Unit Price Total Price 13 4 21 0 4 . 5 0 9 RE M O V E M A N H O L E O R C A T C H B A S I N EA C H 21 $2 5 0 . 0 0 $5 , 2 5 0 . 0 0 $4 3 5 . 0 0 $9 , 1 3 5 . 0 0 $3 5 0 . 0 0 $7,350.00$273.00$5,733.00 13 5 21 0 4 . 5 0 9 RE M O V E C A S T I N G A S S E M B L Y EA C H 3 $8 0 . 0 0 $2 4 0 . 0 0 $1 2 5 . 0 0 $3 7 5 . 0 0 $1 2 5 . 0 0 $375.00$51.10$153.30 13 6 21 0 4 . 5 2 3 SA L V A G E A N D R E I N S T A L L C A T C H B A S I N EA C H 1 $1 , 5 0 0 . 0 0 $1 , 5 0 0 . 0 0 $5 7 5 . 0 0 $5 7 5 . 0 0 $1 , 2 0 0 . 0 0 $1,200.00$730.00$730.00 13 7 21 0 5 . 6 0 4 GE O T E X T I L E F A B R IC T Y P E I V SQ Y D 20 $2 . 0 0 $4 0 . 0 0 $3 . 5 0 $7 0 . 0 0 $5 . 0 0 $100.00$1.65$33.00 13 8 24 5 1 . 6 0 1 GR A N U L A R F O U N D A T I O N A N D / O R B E D D I N G CU Y D 23 0 $1 0 . 0 0 $2 , 3 0 0 . 0 0 $2 4 . 5 0 $5 , 6 3 5 . 0 0 $3 0 . 0 0 $6,900.00$11.89$2,734.70 13 9 25 0 1 . 5 1 5 15 " R C P I P E A P R O N EA C H 1 $4 5 0 . 0 0 $4 5 0 . 0 0 $1 , 0 9 3 . 7 6 $1 , 0 9 3 . 7 6 $4 8 5 . 0 0 $485.00$370.58$370.58 14 0 25 0 1 . 6 0 2 TR A S H G U A R D F O R 1 5 " P I P E A P R O N EA C H 1 $4 0 0 . 0 0 $4 0 0 . 0 0 $2 3 0 . 2 3 $2 3 0 . 2 3 $2 0 0 . 0 0 $200.00$410.00$410.00 14 1 25 0 1 . 6 0 2 TR A S H G U A R D F O R 3 6 " P I P E A P R O N EA C H 1 $8 0 0 . 0 0 $8 0 0 . 0 0 $2 5 5 . 2 3 $2 5 5 . 2 3 $5 9 0 . 0 0 $590.00$732.00$732.00 14 2 25 0 1 . 6 0 2 36 " R C P I P E A P R O N W / P I L I N G EA C H 1 $2 , 1 0 0 . 0 0 $2 , 1 0 0 . 0 0 $2 , 1 7 9 . 5 8 $2 , 1 7 9 . 5 8 $3 , 4 0 0 . 0 0 $3,400.00$1,260.00$1,260.00 14 3 25 0 2 . 5 4 1 6" P E R F P E P I P E D R A I N LI N F T 65 0 $1 0 . 0 0 $6 , 5 0 0 . 0 0 $1 5 . 0 4 $9 , 7 7 6 . 0 0 $1 1 . 5 0 $7,475.00$2.80$1,820.00 14 4 25 0 3 . 5 4 1 12 " R C P I P E S E W E R D E S I G N 3 0 0 6 C L A S S V LI N F T 10 2 $2 7 . 0 0 $2 , 7 5 4 . 0 0 $5 5 . 6 5 $5 , 6 7 6 . 3 0 $2 6 . 0 0 $2,652.00$46.73$4,766.46 14 5 25 0 3 . 5 4 1 15 " R C P I P E S E W E R D E S I G N 3 0 0 6 C L A S S V LI N F T 52 2 $2 8 . 0 0 $1 4 , 6 1 6 . 0 0 $4 8 . 0 4 $2 5 , 0 7 6 . 8 8 $2 7 . 0 0 $14,094.00$33.17$17,314.74 14 6 25 0 3 . 5 4 1 18 " R C P I P E S E W E R D E S I G N 3 0 0 6 C L A S S I I I LI N F T 92 $2 9 . 0 0 $2 , 6 6 8 . 0 0 $2 9 . 4 3 $2 , 7 0 7 . 5 6 $3 0 . 0 0 $2,760.00$29.47$2,711.24 14 7 25 0 3 . 5 4 1 24 " R C P I P E S E W E R D E S I G N 3 0 0 6 C L A S S I I I LI N F T 34 2 $3 9 . 0 0 $1 3 , 3 3 8 . 0 0 $3 4 . 4 7 $1 1 , 7 8 8 . 7 4 $3 6 . 0 0 $12,312.00$36.48$12,476.16 14 8 25 0 3 . 5 4 1 36 " R C P I P E S E W E R D E S I G N 3 0 0 6 C L A S S I I I LI N F T 90 $6 2 . 0 0 $5 , 5 8 0 . 0 0 $9 1 . 4 5 $8 , 2 3 0 . 5 0 $7 0 . 0 0 $6,300.00$64.12$5,770.80 14 9 25 0 3 . 5 7 3 RE P A I R S T O R M S E W E R EA C H 3 $1 , 2 0 0 . 0 0 $3 , 6 0 0 . 0 0 $1 , 5 7 5 . 7 2 $4 , 7 2 7 . 1 6 $1 , 5 0 0 . 0 0 $4,500.00$995.00$2,985.00 15 0 25 0 3 . 6 0 2 CO N N E C T T O E X I S T I N G S T O R M S E W E R EA C H 22 $5 0 0 . 0 0 $1 1 , 0 0 0 . 0 0 $6 5 0 . 0 0 $1 4 , 3 0 0 . 0 0 $7 5 0 . 0 0 $16,500.00$441.00$9,702.00 15 1 25 0 3 . 6 0 2 CO N S T R U C T I O N J O I N T EA C H 8 $6 5 0 . 0 0 $5 , 2 0 0 . 0 0 $6 8 5 . 0 0 $5 , 4 8 0 . 0 0 $1 , 3 5 0 . 0 0 $10,800.00$494.00$3,952.00 15 2 25 0 3 . 6 0 2 CO N N E C T I N T O E X I S T I N G D R A I N A G E S T R U C T U R E EA C H 11 $6 5 0 . 0 0 $7 , 1 5 0 . 0 0 $8 5 0 . 0 0 $9 , 3 5 0 . 0 0 $1 , 2 0 0 . 0 0 $13,200.00$773.25$8,505.75 15 3 25 0 3 . 6 0 3 ST O R M S E W E R I N S P E C T I O N ( T E L E V I S I N G ) LI N F T 10 5 8 $2 . 0 0 $2 , 1 1 6 . 0 0 $1 . 0 9 $1 , 1 5 3 . 2 2 $1 . 5 0 $1,587.00$1.50$1,587.00 15 4 25 0 6 . 5 0 1 CO N S T R U C T D R A I N A G E S T R U C T U R E D E S I G N G LI N F T 1 $3 5 0 . 0 0 $3 5 0 . 0 0 $1 , 2 3 3 . 0 0 $1 , 2 3 3 . 0 0 $8 2 0 . 0 0 $820.00$1,703.00$1,703.00 15 5 25 0 6 . 5 0 1 CO N S T R U C T D R A I N A G E S T R U C T U R E D E S I G N 4 8 - 4 0 2 0 LI N F T 84 . 1 4 $2 5 0 . 0 0 $2 1 , 0 3 5 . 0 0 $2 0 3 . 0 0 $1 7 , 0 8 0 . 4 2 $1 7 0 . 0 0 $14,303.80$278.00$23,390.92 15 6 25 0 6 . 5 0 1 CO N S T R U C T D R A I N A G E S T R U C T U R E D E S I G N 6 0 - 4 0 2 0 LI N F T 14 . 6 1 $4 4 0 . 0 0 $6 , 4 2 8 . 4 0 $2 8 9 . 0 0 $4 , 2 2 2 . 2 9 $2 7 0 . 0 0 $3,944.70$400.00$5,844.00 15 7 25 0 6 . 5 0 2 CO N S T R U C T D R A I N A G E S T R U C T U R E D E S I G N S P E C I A L 1 EA C H 11 $1 , 2 0 0 . 0 0 $1 3 , 2 0 0 . 0 0 $1 , 1 8 3 . 0 0 $1 3 , 0 1 3 . 0 0 $1 , 2 0 0 . 0 0 $13,200.00$1,815.00$19,965.00 15 8 25 0 6 . 5 1 6 CA S T I N G A S S E M B L Y ( S T O R M ) EA C H 13 $5 0 0 . 0 0 $6 , 5 0 0 . 0 0 $5 4 1 . 3 0 $7 , 0 3 6 . 9 0 $5 0 0 . 0 0 $6,500.00$639.10$8,308.30 15 9 25 0 6 . 5 2 2 AD J U S T F R A M E & R I N G C A S T I N G ( S T O R M ) EA C H 20 $4 5 0 . 0 0 $9 , 0 0 0 . 0 0 $2 7 5 . 0 0 $5 , 5 0 0 . 0 0 $5 0 0 . 0 0 $10,000.00$245.65$4,913.00 16 0 25 0 6 . 6 0 2 RE C O N S T R U C T D R A I N A G E S T R U C T U R E EA C H 1 $1 , 5 0 0 . 0 0 $1 , 5 0 0 . 0 0 $7 5 0 . 0 0 $7 5 0 . 0 0 $1 , 5 0 0 . 0 0 $1,500.00$1,220.00$1,220.00 16 1 25 1 1 . 5 0 1 RA N D O M R I P R A P C L A S S I V - G R O U T E D CU Y D 10 $1 3 5 . 0 0 $1 , 3 5 0 . 0 0 $1 1 5 . 0 0 $1 , 1 5 0 . 0 0 $1 7 0 . 0 0 $1,700.00$92.00$920.00 To t a l S C H E D U L E D - S T O R M S E W E R I M P R O V E M E N T S ( R I V E R S T R E E T A N D S I D E S T R E E T S ) : $1 5 5 , 5 0 5 . 4 0 $1 7 8 , 2 4 8 . 2 7 $177,568.50 $159,598.95 SC H E D U L E E - P R A I R I E R O A D I M P R O V E M E N T S 16 2 20 2 1 . 5 0 1 MO B I L I Z A T I O N LU M P S U M 1 $1 0 , 0 0 0 . 0 0 $1 0 , 0 0 0 . 0 0 $1 0 , 6 1 9 . 0 4 $1 0 , 6 1 9 . 0 4 $4 , 0 0 0 . 0 0 $4,000.00$4,850.00$4,850.00 16 3 21 0 3 . 5 0 5 DI S C O N N E C T S E W E R S E R V I C E EA C H 4 $1 0 0 . 0 0 $4 0 0 . 0 0 $1 2 5 . 0 0 $5 0 0 . 0 0 $5 0 0 . 0 0 $2,000.00$333.00$1,332.00 16 4 21 0 4 . 5 0 1 RE M O V E P I P E C U L V E R T S LI N F T 56 0 $9 . 0 0 $5 , 0 4 0 . 0 0 $4 . 5 0 $2 , 5 2 0 . 0 0 $8 . 0 0 $4,480.00$5.25$2,940.00 16 5 21 0 4 . 5 0 1 RE M O V E S E W E R P I P E ( S T O R M ) LI N F T 70 $8 . 0 0 $5 6 0 . 0 0 $6 . 3 5 $4 4 4 . 5 0 $1 0 . 0 0 $700.00$11.00$770.00 16 6 21 0 4 . 5 0 1 RE M O V E C U R B A N D G U T T E R LI N F T 10 0 $3 . 5 0 $3 5 0 . 0 0 $2 . 3 5 $2 3 5 . 0 0 $2 . 5 5 $255.00$2.00$200.00 Page 27 Pr o j e c t : 0 1 4 9 4 - 3 4 - M O N T - 2 0 1 0 S t r e e t R e c o n s t r u c t i o n P r o j e c t En g i n e e r s E s t i m a t e No r t h d a l e C o n s t r u c t i o n C o . , In c . Bu r s c h v i l l e C o n s t r u c t i o n , In c . S. R. Weidema, Inc. It e m N o . It e m Un i t s Qu a n t i t y Un i t P r i c e To t a l P r i c e Un i t P r i c e To t a l P r i c e Un i t P r i c e Total Price Unit Price Total Price 16 7 21 0 4 . 5 0 1 RE M O V E S A N I T A R Y S E R V I C E P I P E LI N F T 10 5 $3 . 5 0 $3 6 7 . 5 0 $4 . 5 0 $4 7 2 . 5 0 $1 0 . 0 0 $1,050.00$3.55$372.75 16 8 21 0 4 . 5 0 5 RE M O V E C O N C R E T E D R I V E W A Y P A V E M E N T SQ Y D 90 $3 . 5 0 $3 1 5 . 0 0 $2 . 5 4 $2 2 8 . 6 0 $5.15$463.50$2.50$225.00 16 9 21 0 4 . 5 0 5 RE M O V E B I T U M I N O U S D R I V E W A Y P A V E M E N T SQ Y D 58 5 $2 . 5 0 $1 , 4 6 2 . 5 0 $2 . 5 4 $1 , 4 8 5 . 9 0 $3.10$1,813.50$2.25$1,316.25 17 0 21 0 4 . 5 0 5 RE M O V E B I T U M I N O U S P A V E M E N T SQ Y D 48 7 5 $3 . 0 0 $1 4 , 6 2 5 . 0 0 $2 . 9 5 $1 4 , 3 8 1 . 2 5 $1.30$6,337.50$2.25$10,968.75 17 1 21 0 4 . 5 0 9 RE M O V E M A I L B O X S U P P O R T EA C H 16 $5 0 . 0 0 $8 0 0 . 0 0 $2 5 . 8 8 $4 1 4 . 0 8 $2 1 . 0 0 $336.00$25.00$400.00 17 2 21 0 4 . 5 0 9 RE M O V E M A I L B O X EA C H 16 $3 0 . 0 0 $4 8 0 . 0 0 $7 7 . 6 3 $1 , 2 4 2 . 0 8 $1 1 . 0 0 $176.00$25.00$400.00 17 3 21 0 4 . 5 1 1 SA W I N G C O N C R E T E P A V E M E N T ( F U L L D E P T H ) LI N F T 20 $5 . 0 0 $1 0 0 . 0 0 $4 . 3 5 $8 7 . 0 0 $1 0 . 0 0 $200.00$3.00$60.00 17 4 21 0 4 . 5 1 3 SA W I N G B I T U M I N O U S P A V E M E N T ( F U L L D E P T H ) LI N F T 40 0 $2 . 5 0 $1 , 0 0 0 . 0 0 $3 . 2 5 $1 , 3 0 0 . 0 0 $2.75$1,100.00$2.50$1,000.00 17 5 21 0 4 . 5 2 3 SA L V A G E S I G N EA C H 13 $3 0 . 0 0 $3 9 0 . 0 0 $2 5 . 8 8 $3 3 6 . 4 4 $2 6 . 2 5 $341.25$25.00$325.00 17 6 21 0 5 . 5 0 1 CO M M O N E X C A V A T I O N CU Y D 85 5 0 $6 . 0 0 $5 1 , 3 0 0 . 0 0 $4 . 8 6 $4 1 , 5 5 3 . 0 0 $5.15$44,032.50$5.83$49,846.50 17 7 21 0 5 . 5 0 7 SU B G R A D E E X C A V A T I O N ( E V ) CU Y D 50 0 $1 0 . 0 0 $5 , 0 0 0 . 0 0 $1 . 0 4 $5 2 0 . 0 0 $5.15$2,575.00$9.62$4,810.00 17 8 21 0 5 . 5 2 2 SE L E C T G R A N U L A R B O R R O W ( C V ) CU Y D 55 2 0 $1 0 . 0 0 $5 5 , 2 0 0 . 0 0 $4 . 1 4 $2 2 , 8 5 2 . 8 0 $1 0 . 5 0 $57,960.00$11.30$62,376.00 17 9 21 0 5 . 6 0 4 GE O T E X T I L E F A B R IC T Y P E I V SQ Y D 18 $2 . 0 0 $3 6 . 0 0 $2 . 0 7 $3 7 . 2 6 $5.00$90.00$1.60$28.80 18 0 21 1 2 . 5 0 1 SU B G R A D E P R E P A R A T I O N RO A D S T A 16 . 1 $2 5 0 . 0 0 $4 , 0 2 5 . 0 0 $1 2 9 . 3 8 $2 , 0 8 3 . 0 2 $1 9 5 . 0 0 $3,139.50$257.50$4,145.75 18 1 21 2 3 . 6 1 0 ST R E E T S W E E P E R ( W I T H P I C K U P B R O O M ) HO U R 20 $1 0 5 . 0 0 $2 , 1 0 0 . 0 0 $1 0 5 . 0 0 $2 , 1 0 0 . 0 0 $1 0 0 . 0 0 $2,000.00$135.00$2,700.00 18 2 21 3 0 . 5 0 1 WA T E R M G A L L O N S 25 $2 5 . 0 0 $6 2 5 . 0 0 $2 4 . 5 0 $6 1 2 . 5 0 $3 0 . 0 0 $750.00$36.00$900.00 18 3 22 1 1 . 5 0 1 AG G R E G A T E B A S E C L A S S 5 M O D TO N 22 5 0 $9 . 0 0 $2 0 , 2 5 0 . 0 0 $1 1 . 9 0 $2 6 , 7 7 5 . 0 0 $9.75$21,937.50$0.01$22.50 18 4 23 5 7 . 5 0 2 BI T U M I N O U S M A T E R I A L F O R T A C K C O A T GA L L O N 30 0 $2 . 0 0 $6 0 0 . 0 0 $2 . 0 7 $6 2 1 . 0 0 $2.05$615.00$2.00$600.00 18 5 23 6 0 . 5 0 1 TY P E S P 1 2 . 5 W E A R I N G C O U R S E M I X T U R E ( 2 , B ) TO N 71 5 $5 2 . 0 0 $3 7 , 1 8 0 . 0 0 $4 8 . 9 6 $3 5 , 0 0 6 . 4 0 $4 9 . 0 0 $35,035.00$47.03$33,626.45 18 6 23 6 0 . 5 0 2 TY P E S P 1 2 . 5 N O N W E A R I N G C O U R S E M I X T U R E ( 2 , B ) TO N 71 5 $5 0 . 0 0 $3 5 , 7 5 0 . 0 0 $5 1 . 6 5 $3 6 , 9 2 9 . 7 5 $5 1 . 9 0 $37,108.50$49.90$35,678.50 18 7 23 6 0 . 5 0 3 TY P E S P 9 . 5 W E A R I N G C O U R S E M I X ( 2 , B ) 1 . 5 " T H I C K SQ Y D 40 $8 . 0 0 $3 2 0 . 0 0 $2 2 . 3 3 $8 9 3 . 2 0 $1 8 . 7 5 $750.00$16.74$669.60 18 8 23 6 0 . 5 0 3 TY P E S P 9 . 5 N O N W E A R I N G C O U R S E M I X ( 2 , B ) 2 . 0 " T H I C K SQ Y D 55 $7 . 5 0 $4 1 2 . 5 0 $2 0 . 5 4 $1 , 1 2 9 . 7 0 $1 7 . 0 0 $935.00$15.01$825.55 18 9 25 0 1 . 5 1 5 15 " R C P I P E A P R O N EA C H 1 $4 5 0 . 0 0 $4 5 0 . 0 0 $5 6 8 . 6 2 $5 6 8 . 6 2 $3 6 0 . 0 0 $360.00$370.00$370.00 19 0 25 0 1 . 6 0 2 TR A S H G U A R D F O R 1 5 " P I P E A P R O N EA C H 1 $4 0 0 . 0 0 $4 0 0 . 0 0 $2 0 5 . 2 3 $2 0 5 . 2 3 $2 7 0 . 0 0 $270.00$153.00$153.00 19 1 25 0 1 . 6 0 2 TR A S H G U A R D F O R 3 6 " P I P E A P R O N EA C H 1 $8 0 0 . 0 0 $8 0 0 . 0 0 $2 8 0 . 2 3 $2 8 0 . 2 3 $8 4 0 . 0 0 $840.00$475.00$475.00 19 2 25 0 1 . 6 0 2 36 " R C P I P E A P R O N W / P I L I N G EA C H 1 $2 , 1 0 0 . 0 0 $2 , 1 0 0 . 0 0 $1 , 5 7 9 . 7 2 $1 , 5 7 9 . 7 2 $2 , 5 0 0 . 0 0 $2,500.00$1,260.00$1,260.00 19 3 25 0 2 . 5 4 1 6" P E R F P E P I P E D R A I N LI N F T 53 0 $5 . 0 0 $2 , 6 5 0 . 0 0 $1 2 . 3 1 $6 , 5 2 4 . 3 0 $1 1 . 5 0 $6,095.00$2.75$1,457.50 19 4 25 0 3 . 5 4 1 15 " R C P I P E S E W E R D E S I G N 3 0 0 6 C L A S S V LI N F T 80 9 $2 5 . 0 0 $2 0 , 2 2 5 . 0 0 $2 7 . 0 2 $2 1 , 8 5 9 . 1 8 $2 4 . 6 0 $19,901.40$27.28$22,069.52 19 5 25 0 3 . 5 4 1 18 " R C P I P E S E W E R D E S I G N 3 0 0 6 C L A S S I I I LI N F T 31 7 $2 9 . 0 0 $9 , 1 9 3 . 0 0 $2 8 . 9 4 $9 , 1 7 3 . 9 8 $2 6 . 8 5 $8,511.45$29.10$9,224.70 19 6 25 0 3 . 5 4 1 21 " R C P I P E S E W E R D E S I G N 3 0 0 6 C L A S S I I I LI N F T 23 0 $3 2 . 0 0 $7 , 3 6 0 . 0 0 $3 0 . 3 5 $6 , 9 8 0 . 5 0 $2 9 . 0 0 $6,670.00$29.38$6,757.40 19 7 25 0 3 . 5 4 1 24 " R C P I P E S E W E R D E S I G N 3 0 0 6 C L A S S I I I LI N F T 56 4 $3 9 . 0 0 $2 1 , 9 9 6 . 0 0 $3 2 . 3 5 $1 8 , 2 4 5 . 4 0 $3 1 . 0 0 $17,484.00$31.45$17,737.80 19 8 25 0 3 . 5 4 1 36 " R C P I P E S E W E R D E S I G N 3 0 0 6 C L A S S I I I LI N F T 26 $6 2 . 0 0 $1 , 6 1 2 . 0 0 $5 9 . 1 6 $1 , 5 3 8 . 1 6 $6 2 . 0 0 $1,612.00$64.25$1,670.50 19 9 25 0 3 . 6 0 2 CO N N E C T S E W E R S E R V I C E EA C H 4 $3 5 0 . 0 0 $1 , 4 0 0 . 0 0 $7 9 . 3 5 $3 1 7 . 4 0 $5 0 0 . 0 0 $2,000.00$662.30$2,649.20 20 0 25 0 3 . 6 0 2 CO N N E C T I N T O E X I S T I N G D R A I N A G E S T R U C T U R E EA C H 1 $6 5 0 . 0 0 $6 5 0 . 0 0 $8 5 0 . 0 0 $8 5 0 . 0 0 $1 , 5 0 0 . 0 0 $1,500.00$775.00$775.00 20 1 25 0 3 . 6 0 2 CH I M N E Y S E A L S EA C H 8 $1 5 0 . 0 0 $1 , 2 0 0 . 0 0 $2 6 7 . 8 7 $2 , 1 4 2 . 9 6 $1 4 5 . 0 0 $1,160.00$204.50$1,636.00 Page 28 Pr o j e c t : 0 1 4 9 4 - 3 4 - M O N T - 2 0 1 0 S t r e e t R e c o n s t r u c t i o n P r o j e c t En g i n e e r s E s t i m a t e No r t h d a l e C o n s t r u c t i o n C o . , In c . Bu r s c h v i l l e C o n s t r u c t i o n , In c . S. R. Weidema, Inc. It e m N o . It e m Un i t s Qu a n t i t y Un i t P r i c e To t a l P r i c e Un i t P r i c e To t a l P r i c e Un i t P r i c e Total Price Unit Price Total Price 20 2 25 0 3 . 6 0 3 4" P V C P I P E S E W E R - S D R 2 6 LI N F T 10 5 $1 5 . 0 0 $1 , 5 7 5 . 0 0 $3 0 . 1 9 $3 , 1 6 9 . 9 5 $2 5 . 0 0 $2,625.00$27.80$2,919.00 20 3 25 0 3 . 6 0 3 ST O R M S E W E R I N S P E C T I O N ( T E L E V I S I N G ) LI N F T 19 4 6 $2 . 0 0 $3 , 8 9 2 . 0 0 $1 . 0 9 $2 , 1 2 1 . 1 4 $1 . 5 0 $2,919.00$1.50$2,919.00 20 4 25 0 4 . 6 0 2 AD J U S T V A L V E B O X EA C H 12 $5 0 0 . 0 0 $6 , 0 0 0 . 0 0 $2 1 5 . 0 0 $2 , 5 8 0 . 0 0 $2 0 0 . 0 0 $2,400.00$207.30$2,487.60 20 5 25 0 6 . 5 0 1 CO N S T R U C T D R A I N A G E S T R U C T U R E D E S I G N 4 8 - 4 0 2 0 LI N F T 81 . 4 2 $2 5 0 . 0 0 $2 0 , 3 5 5 . 0 0 $2 1 3 . 0 0 $1 7 , 3 4 2 . 4 6 $2 3 2 . 0 0 $18,889.44$468.00$38,104.56 20 6 25 0 6 . 5 0 1 CO N S T R U C T D R A I N A G E S T R U C T U R E D E S I G N 8 4 - 4 0 2 0 LI N F T 8. 0 4 $5 0 0 . 0 0 $4 , 0 2 0 . 0 0 $4 8 3 . 0 0 $3 , 8 8 3 . 3 2 $3 4 6 . 0 0 $2,781.84$542.40$4,360.90 20 7 25 0 6 . 5 0 2 CO N S T R U C T D R A I N A G E S T R U C T U R E D E S I G N S P E C I A L 1 EA C H 9 $1 , 2 0 0 . 0 0 $1 0 , 8 0 0 . 0 0 $1 , 1 8 3 . 0 0 $1 0 , 6 4 7 . 0 0 $1 , 2 0 0 . 0 0 $10,800.00$2,031.00$18,279.00 20 8 25 0 6 . 5 1 6 CA S T I N G A S S E M B L Y ( S T O R M ) EA C H 18 $5 0 0 . 0 0 $9 , 0 0 0 . 0 0 $5 4 1 . 3 0 $9 , 7 4 3 . 4 0 $4 2 5 . 0 0 $7,650.00$557.20$10,029.60 20 9 25 0 6 . 5 2 2 AD J U S T F R A M E & R I N G C A S T I N G ( S A N I T A R Y ) EA C H 5 $3 5 0 . 0 0 $1 , 7 5 0 . 0 0 $2 7 5 . 0 0 $1 , 3 7 5 . 0 0 $6 5 0 . 0 0 $3,250.00$290.00$1,450.00 21 0 25 0 6 . 5 2 2 AD J U S T F R A M E & R I N G C A S T I N G ( S T O R M ) EA C H 1 $3 5 0 . 0 0 $3 5 0 . 0 0 $2 7 5 . 0 0 $2 7 5 . 0 0 $5 0 0 . 0 0 $500.00$309.00$309.00 21 1 25 0 6 . 6 0 2 RE C O N S T R U C T S A N I T A R Y M A N H O L E S EA C H 3 $1 , 5 0 0 . 0 0 $4 , 5 0 0 . 0 0 $8 5 0 . 0 0 $2 , 5 5 0 . 0 0 $1 , 5 0 0 . 0 0 $4,500.00$1,000.00$3,000.00 21 2 25 1 1 . 6 0 9 FI E L D S T O N E R I P R A P C L A S S I V TO N 25 $6 5 . 0 0 $1 , 6 2 5 . 0 0 $6 5 . 0 0 $1 , 6 2 5 . 0 0 $9 0 . 0 0 $2,250.00$115.00$2,875.00 21 3 25 3 1 . 5 0 1 CO N C R E T E C U R B & G U T T E R D E S I G N B 6 1 8 LI N F T 30 9 0 $1 0 . 0 0 $3 0 , 9 0 0 . 0 0 $8 . 8 0 $2 7 , 1 9 2 . 0 0 $9 . 6 0 $29,664.00$8.50$26,265.00 21 4 25 3 1 . 5 0 7 6" C O N C R E T E D R I V E W A Y P A V E M E N T SQ Y D 52 $4 1 . 0 0 $2 , 1 3 2 . 0 0 $4 2 . 5 2 $2 , 2 1 1 . 0 4 $3 7 . 2 5 $1,937.00$39.33$2,045.16 21 5 25 3 1 . 5 0 7 6" C O N C R E T E D R I V E W A Y P A V E M E N T H E SQ Y D 20 8 $4 4 . 0 0 $9 , 1 5 2 . 0 0 $4 2 . 5 2 $8 , 8 4 4 . 1 6 $3 9 . 5 0 $8,216.00$41.60$8,652.80 21 6 25 4 0 . 6 0 2 IN S T A L L M A I L B O X S U P P O R T ( C L U S T E R ) EA C H 5 $3 5 0 . 0 0 $1 , 7 5 0 . 0 0 $2 3 2 . 8 8 $1 , 1 6 4 . 4 0 $1 5 7 . 5 0 $787.50$125.00$625.00 21 7 25 4 0 . 6 0 2 MA I L B O X EA C H 16 $5 0 . 0 0 $8 0 0 . 0 0 $2 5 . 8 8 $4 1 4 . 0 8 $2 1 . 0 0 $336.00$40.00$640.00 21 8 25 4 0 . 6 0 2 MA I L B O X ( T E M P O R A R Y ) EA C H 16 $2 0 . 0 0 $3 2 0 . 0 0 $2 5 . 8 8 $4 1 4 . 0 8 $2 1 . 0 0 $336.00$50.00$800.00 21 9 25 6 3 . 6 0 1 TR A F F I C C O N T R O L LU M P S U M 1 $2 , 5 0 0 . 0 0 $2 , 5 0 0 . 0 0 $2 , 6 2 7 . 0 0 $2 , 6 2 7 . 0 0 $1 , 5 0 0 . 0 0 $1,500.00$3,000.00$3,000.00 22 0 25 6 4 . 5 3 1 SI G N P A N E L S T Y P E C SQ F T 67 . 2 5 $3 2 . 0 0 $2 , 1 5 2 . 0 0 $3 3 . 1 2 $2 , 2 2 7 . 3 2 $3 4 . 0 0 $2,286.50$32.00$2,152.00 22 1 25 6 4 . 6 0 2 FU R N I S H & I N S T A L L S I G N P A N E L T Y P E D EA C H 8 $3 0 0 . 0 0 $2 , 4 0 0 . 0 0 $3 3 6 . 3 8 $2 , 6 9 1 . 0 4 $7 8 . 0 0 $624.00$325.00$2,600.00 22 2 25 6 5 . 6 0 3 4" N O N - M E T A L L I C C O N D U I T LI N F T 80 $4 . 0 0 $3 2 0 . 0 0 $2 . 8 5 $2 2 8 . 0 0 $2 . 9 0 $232.00$2.75$220.00 22 3 25 6 5 . 6 0 3 IN S T A L L 4 " N O N - M E T A L L I C C O N D U I T LI N F T 80 $2 . 5 0 $2 0 0 . 0 0 $5 . 8 0 $4 6 4 . 0 0 $5 . 9 0 $472.00$5.60$448.00 22 4 25 7 3 . 5 0 2 SI L T F E N C E , T Y P E M A C H I N E S L I C E D LI N F T 50 0 $2 . 0 0 $1 , 0 0 0 . 0 0 $2 . 1 1 $1 , 0 5 5 . 0 0 $2 . 0 0 $1,000.00$3.00$1,500.00 22 5 25 7 3 . 5 3 0 ST O R M D R A I N I N L E T P R O T E C T I O N EA C H 27 $2 2 5 . 0 0 $6 , 0 7 5 . 0 0 $8 5 . 0 0 $2 , 2 9 5 . 0 0 $1 0 0 . 0 0 $2,700.00$130.00$3,510.00 22 6 25 7 3 . 6 0 2 TE M P O R A R Y R O C K C O N S T R U C T I O N E N T R A N C E EA C H 6 $7 5 0 . 0 0 $4 , 5 0 0 . 0 0 $7 5 0 . 0 0 $4 , 5 0 0 . 0 0 $9 0 0 . 0 0 $5,400.00$1,000.00$6,000.00 22 7 25 7 3 . 6 0 3 BI O R O L L LI N F T 25 0 $6 . 5 0 $1 , 6 2 5 . 0 0 $3 . 7 8 $9 4 5 . 0 0 $3 . 8 0 $950.00$4.50$1,125.00 22 8 25 7 5 . 5 0 1 SE E D I N G AC R E 0. 1 $1 , 0 0 0 . 0 0 $1 0 0 . 0 0 $2 , 5 8 7 . 5 0 $2 5 8 . 7 5 $2 , 6 0 0 . 0 0 $260.00$5,000.00$500.00 22 9 25 7 5 . 5 0 5 SO D D I N G T Y P E S A L T R E S I S T A N T SQ Y D 52 5 0 $3 . 0 0 $1 5 , 7 5 0 . 0 0 $2 . 4 8 $1 3 , 0 2 0 . 0 0 $2 . 5 0 $13,125.00$2.50$13,125.00 23 0 25 7 5 . 5 2 3 ER O S I O N C O N T R O L B L A N K E T S C A T E G O R Y 3 SQ Y D 75 $3 . 0 0 $2 2 5 . 0 0 $1 . 0 9 $8 1 . 7 5 $1 . 1 0 $82.50$3.00$225.00 23 1 25 7 5 . 5 3 2 FE R T I L I Z E R T Y P E 2 PO U N D 21 7 $0 . 5 0 $1 0 8 . 5 0 $0 . 6 7 $1 4 5 . 3 9 $0 . 7 0 $151.90$1.00$217.00 23 2 25 7 5 . 5 6 0 HY D R A U L I C S O I L S T A B I L I Z E R T Y P E 5 PO U N D 27 2 0 $0 . 5 0 $1 , 3 6 0 . 0 0 $0 . 7 8 $2 , 1 2 1 . 6 0 $0 . 8 0 $2,176.00$0.70$1,904.00 23 3 25 7 5 . 6 0 8 BW S R S E E D M I X T U R E N O . W 4 PO U N D 7 $5 0 . 0 0 $3 5 0 . 0 0 $6 . 9 9 $4 8 . 9 3 $7 . 1 0 $49.70$50.00$350.00 To t a l S C H E D U L E E - P R A I R I E R O A D I M P R O V E M E N T S : $4 6 6 , 3 1 1 . 0 0 $4 0 3 , 9 0 6 . 5 1 $429,935.98 $450,262.64 SC H E D U L E F - A L T E R N A T E N O . 1 ( W A L N U T S T R E E T C O N N E C T I O N ) 23 4 20 2 1 . 5 0 1 MO B I L I Z A T I O N LU M P S U M 1 $2 , 4 0 0 . 0 0 $2 , 4 0 0 . 0 0 $6 , 3 0 6 . 0 0 $6 , 3 0 6 . 0 0 $2 , 5 0 0 . 0 0 $2,500.00$960.00$960.00 Page 29 Pr o j e c t : 0 1 4 9 4 - 3 4 - M O N T - 2 0 1 0 S t r e e t R e c o n s t r u c t i o n P r o j e c t En g i n e e r s E s t i m a t e No r t h d a l e C o n s t r u c t i o n C o . , In c . Bu r s c h v i l l e C o n s t r u c t i o n , In c . S. R. Weidema, Inc. It e m N o . It e m Un i t s Qu a n t i t y Un i t P r i c e To t a l P r i c e Un i t P r i c e To t a l P r i c e Un i t P r i c e Total Price Unit Price Total Price 23 5 21 0 4 . 5 0 1 RE M O V E S E W E R P I P E ( S T O R M ) LI N F T 60 $8 . 0 0 $4 8 0 . 0 0 $6 . 8 5 $4 1 1 . 0 0 $1 2 . 0 0 $720.00$11.00$660.00 23 6 21 0 4 . 5 0 1 RE M O V E C U R B A N D G U T T E R LI N F T 34 0 $2 . 5 0 $8 5 0 . 0 0 $1 . 2 9 $4 3 8 . 6 0 $2.10$714.00$1.90$646.00 23 7 21 0 4 . 5 0 3 RE M O V E C O N C R E T E W A L K SQ F T 52 0 $1 . 0 0 $5 2 0 . 0 0 $0 . 6 7 $3 4 8 . 4 0 $0.55$286.00$0.65$338.00 23 8 21 0 4 . 5 0 9 RE M O V E M A N H O L E O R C A T C H B A S I N EA C H 2 $2 5 0 . 0 0 $5 0 0 . 0 0 $4 3 5 . 0 0 $8 7 0 . 0 0 $3 5 0 . 0 0 $700.00$390.00$780.00 23 9 21 0 5 . 5 0 1 CO M M O N E X C A V A T I O N CU Y D 29 6 0 $8 . 0 0 $2 3 , 6 8 0 . 0 0 $4 . 8 6 $1 4 , 3 8 5 . 6 0 $5.15$15,244.00$9.42$27,883.20 24 0 21 0 5 . 5 2 5 TO P S O I L B O R R O W ( C V ) CU Y D 10 0 $2 0 . 0 0 $2 , 0 0 0 . 0 0 $1 5 . 5 3 $1 , 5 5 3 . 0 0 $1 3 . 0 0 $1,300.00$23.00$2,300.00 24 1 25 0 3 . 5 4 1 15 " R C P I P E S E W E R D E S I G N 3 0 0 6 C L A S S V LI N F T 99 $2 5 . 0 0 $2 , 4 7 5 . 0 0 $3 3 . 7 9 $3 , 3 4 5 . 2 1 $2 7 . 0 0 $2,673.00$31.46$3,114.54 24 2 25 0 6 . 5 0 1 CO N S T R U C T D R A I N A G E S T R U C T U R E D E S I G N 4 8 - 4 0 2 0 LI N F T 14 . 7 2 $2 5 0 . 0 0 $3 , 6 8 0 . 0 0 $2 3 3 . 0 0 $3 , 4 2 9 . 7 6 $3 8 5 . 0 0 $5,667.20$384.00$5,652.48 24 3 25 0 6 . 5 0 2 CO N S T R U C T D R A I N A G E S T R U C T U R E D E S I G N S P E C I A L 1 EA C H 1 $1 , 2 0 0 . 0 0 $1 , 2 0 0 . 0 0 $1 , 2 3 3 . 0 0 $1 , 2 3 3 . 0 0 $1 , 2 0 0 . 0 0 $1,200.00$1,730.00$1,730.00 24 4 25 0 6 . 5 1 6 CA S T I N G A S S E M B L Y ( S T O R M ) EA C H 4 $5 0 0 . 0 0 $2 , 0 0 0 . 0 0 $5 4 1 . 3 0 $2 , 1 6 5 . 2 0 $5 0 0 . 0 0 $2,000.00$498.00$1,992.00 24 5 25 0 6 . 6 0 2 CO N N E C T I N T O E X I S T I N G D R A I N A G E S T R U C T U R E EA C H 1 $6 5 0 . 0 0 $6 5 0 . 0 0 $1 , 2 5 0 . 0 0 $1 , 2 5 0 . 0 0 $1 , 2 0 0 . 0 0 $1,200.00$775.00$775.00 24 6 25 2 1 . 5 0 1 4" C O N C R E T E W A L K SQ F T 52 0 $3 . 0 0 $1 , 5 6 0 . 0 0 $4 . 1 1 $2 , 1 3 7 . 2 0 $3.90$2,028.00$3.61$1,877.20 24 7 25 3 1 . 5 0 1 CO N C R E T E C U R B & G U T T E R D E S I G N B 6 1 8 LI N F T 34 0 $1 0 . 0 0 $3 , 4 0 0 . 0 0 $1 5 . 5 3 $5 , 2 8 0 . 2 0 $1 5 . 5 0 $5,270.00$15.00$5,100.00 24 8 25 6 4 . 5 3 1 SI G N P A N E L S T Y P E C SQ F T 6. 2 5 $3 2 . 0 0 $2 0 0 . 0 0 $4 1 . 4 0 $2 5 8 . 7 5 $3 8 . 0 0 $237.50$40.00$250.00 24 9 25 6 4 . 6 0 2 FU R N I S H & I N S T A L L S I G N P A N E L T Y P E D EA C H 1 $3 0 0 . 0 0 $3 0 0 . 0 0 $3 3 6 . 3 8 $3 3 6 . 3 8 $1 5 7 . 5 0 $157.50$325.00$325.00 25 0 25 7 3 . 5 3 0 ST O R M D R A I N I N L E T P R O T E C T I O N EA C H 5 $2 2 5 . 0 0 $1 , 1 2 5 . 0 0 $8 5 . 0 0 $4 2 5 . 0 0 $1 0 0 . 0 0 $500.00$130.00$650.00 25 1 25 7 5 . 5 0 5 SO D D I N G T Y P E S A L T R E S I S T A N T SQ Y D 82 0 $3 . 0 0 $2 , 4 6 0 . 0 0 $2 . 4 8 $2 , 0 3 3 . 6 0 $2.50$2,050.00$2.50$2,050.00 25 2 25 7 5 . 5 3 2 FE R T I L I Z E R T Y P E 2 PO U N D 30 $0 . 5 0 $1 5 . 0 0 $0 . 6 7 $2 0 . 1 0 $0.70$21.00$1.00$30.00 25 3 25 7 5 . 5 6 0 HY D R A U L I C S O I L S T A B I L I Z E R T Y P E 5 PO U N D 42 0 $0 . 5 0 $2 1 0 . 0 0 $0 . 7 8 $3 2 7 . 6 0 $0.80$336.00$0.70$294.00 25 4 25 8 2 . 5 0 2 12 " S O L I D L I N E W H I T E - E P O X Y LI N F T 12 $0 . 9 0 $1 0 . 8 0 $5 . 6 9 $6 8 . 2 8 $5.70$68.40$5.50$66.00 To t a l S C H E D U L E F - A L T E R N A T E N O . 1 ( W A L N U T S T R E E T C O N N E C T I O N ) : $4 9 , 7 1 5 . 8 0 $4 6 , 6 2 2 . 8 8 $44,872.60 $57,473.42 SC H E D U L E G - A L T E R N A T E N O . 2 ( T H I R D S T R E E T P A R K I N G L O T ) 25 5 20 2 1 . 5 0 1 MO B I L I Z A T I O N LU M P S U M 1 $3 , 6 0 0 . 0 0 $3 , 6 0 0 . 0 0 $4 , 0 5 2 . 5 0 $4 , 0 5 2 . 5 0 $5 , 0 0 0 . 0 0 $5,000.00$3,120.00$3,120.00 25 6 21 0 4 . 5 0 1 RE M O V E C U R B A N D G U T T E R LI N F T 41 0 $2 . 5 0 $1 , 0 2 5 . 0 0 $2 . 3 5 $9 6 3 . 5 0 $2.05$840.50$1.90$779.00 25 7 21 0 4 . 5 0 5 RE M O V E B I T U M I N O U S P A V E M E N T SQ Y D 33 3 0 $4 . 0 0 $1 3 , 3 2 0 . 0 0 $1 . 5 0 $4 , 9 9 5 . 0 0 $1.30$4,329.00$2.70$8,991.00 25 8 21 0 5 . 5 0 1 CO M M O N E X C A V A T I O N CU Y D 80 $8 . 0 0 $6 4 0 . 0 0 $7 . 2 5 $5 8 0 . 0 0 $1 0 . 5 0 $840.00$10.56$844.80 25 9 21 0 5 . 5 0 7 SU B G R A D E E X C A V A T I O N ( E V ) CU Y D 10 $9 . 5 0 $9 5 . 0 0 $3 . 1 1 $3 1 . 1 0 $1 0 . 5 0 $105.00$9.62$96.20 26 0 21 1 2 . 6 0 4 SU B G R A D E P R E P A R A T I O N SQ Y D 33 3 0 $1 . 5 0 $4 , 9 9 5 . 0 0 $5 . 1 8 $1 7 , 2 4 9 . 4 0 $0.80$2,664.00$0.70$2,331.00 26 1 21 2 3 . 6 1 0 ST R E E T S W E E P E R ( W I T H P I C K U P B R O O M ) HO U R 4 $1 0 5 . 0 0 $4 2 0 . 0 0 $1 0 5 . 0 0 $4 2 0 . 0 0 $1 0 0 . 0 0 $400.00$135.00$540.00 26 2 22 1 1 . 5 0 1 AG G R E G A T E B A S E C L A S S 5 M O D TO N 26 0 $9 . 0 0 $2 , 3 4 0 . 0 0 $1 6 . 0 4 $4 , 1 7 0 . 4 0 $1 2 . 5 0 $3,250.00$14.05$3,653.00 26 3 23 5 7 . 5 0 2 BI T U M I N O U S M A T E R I A L F O R T A C K C O A T GA L L O N 17 0 $2 . 0 0 $3 4 0 . 0 0 $2 . 0 7 $3 5 1 . 9 0 $2.05$348.50$2.00$340.00 26 4 23 6 0 . 5 0 1 TY P E S P 1 2 . 5 W E A R I N G C O U R S E M I X T U R E ( 2 , B ) TO N 32 0 $5 2 . 0 0 $1 6 , 6 4 0 . 0 0 $5 0 . 9 9 $1 6 , 3 1 6 . 8 0 $5 1 . 2 5 $16,400.00$49.27$15,766.40 26 5 23 6 0 . 5 0 2 TY P E S P 1 2 . 5 N O N W E A R I N G C O U R S E M I X T U R E ( 2 , B ) TO N 42 0 $5 0 . 0 0 $2 1 , 0 0 0 . 0 0 $5 3 . 7 7 $2 2 , 5 8 3 . 4 0 $5 3 . 6 0 $22,512.00$51.59$21,667.80 26 6 25 3 1 . 5 0 1 CO N C R E T E C U R B & G U T T E R D E S I G N B 6 1 2 LI N F T 41 0 $9 . 5 0 $3 , 8 9 5 . 0 0 $1 5 . 0 1 $6 , 1 5 4 . 1 0 $1 0 . 7 5 $4,407.50$16.12$6,609.20 26 7 25 3 1 . 5 0 7 6" C O N C R E T E D R I V E W A Y P A V E M E N T SQ Y D 50 $4 1 . 0 0 $2 , 0 5 0 . 0 0 $4 0 . 1 9 $2 , 0 0 9 . 5 0 $3 7 . 2 5 $1,862.50$39.37$1,968.50 Page 30 Pr o j e c t : 0 1 4 9 4 - 3 4 - M O N T - 2 0 1 0 S t r e e t R e c o n s t r u c t i o n P r o j e c t En g i n e e r s E s t i m a t e No r t h d a l e C o n s t r u c t i o n Co . , I n c . Bu r s c h v i l l e Co n s t r u c t i o n , I n c . S. R. Weidema, Inc. It e m N o . It e m Un i t s Qu a n t i t y Un i t P r i c e To t a l P r i c e Un i t P r i c e To t a l P r i c e Un i t P r i c e Total Price Unit Price Total Price 26 8 25 6 3 . 6 0 1 TR A F F I C C O N T R O L LU M P S U M 1 $1 , 0 0 0 . 0 0 $1 , 0 0 0 . 0 0 $4 1 4 . 0 0 $4 1 4 . 0 0 $2 0 0 . 0 0 $200.00$1,000.00$1,000.00 26 9 25 7 3 . 5 3 0 ST O R M D R A I N I N L E T P R O T E C T I O N EA C H 3 $2 2 5 . 0 0 $6 7 5 . 0 0 $8 5 . 0 0 $2 5 5 . 0 0 $1 0 0 . 0 0 $300.00$130.00$390.00 27 0 25 8 2 . 5 0 2 4" S O L I D L I N E W H I T E - E P O X Y LI N F T 20 5 6 $1 . 0 0 $2 , 0 5 6 . 0 0 $0 . 9 3 $1 , 9 1 2 . 0 8 $0.95$1,953.20$0.90$1,850.40 To t a l S C H E D U L E G - A L T E R N A T E N O . 2 ( T H I R D S T R E E T P A R K I N G L O T ) : $7 4 , 0 9 1 . 0 0 $8 2 , 4 5 8 . 6 8 $65,412.20 $69,947.30 SC H E D U L E H - A L T E R N A T E N O . 3 ( L I F T S T A T I O N I M P R O V E M E N T S ) 27 1 20 2 1 . 5 0 1 MO B I L I Z A T I O N LU M P S U M 1 $3 , 5 0 0 . 0 0 $3 , 5 0 0 . 0 0 $1 2 , 9 3 7 . 5 0 $1 2 , 9 3 7 . 5 0 $1 0 , 0 0 0 . 0 0 $10,000.00$2,523.11$2,523.11 27 2 21 0 4 . 5 0 1 RE M O V E S E W E R P I P E ( S A N I T A R Y ) LI N F T 22 $8 . 0 0 $1 7 6 . 0 0 $2 5 . 0 0 $5 5 0 . 0 0 $30.00$660.00$5.70$125.40 27 3 21 0 4 . 5 0 1 RE M O V E C U R B A N D G U T T E R LI N F T 35 $3 . 5 0 $1 2 2 . 5 0 $3 . 5 0 $1 2 2 . 5 0 $2.60$91.00$1.90$66.50 27 4 21 0 4 . 5 0 5 RE M O V E B I T U M I N O U S D R I V E W A Y P A V E M E N T SQ Y D 36 $2 . 5 0 $9 0 . 0 0 $4 . 5 0 $1 6 2 . 0 0 $5.15$185.40$2.30$82.80 27 5 21 0 4 . 5 0 5 RE M O V E B I T U M I N O U S P A V E M E N T SQ Y D 40 $2 . 5 0 $1 0 0 . 0 0 $5 . 5 0 $2 2 0 . 0 0 $5.15$206.00$3.60$144.00 27 6 21 0 4 . 5 1 3 SA W I N G B I T U M I N O U S P A V E M E N T ( F U L L D E P T H ) LI N F T 36 $2 . 5 0 $9 0 . 0 0 $3 . 5 0 $1 2 6 . 0 0 $6.00$216.00$2.50$90.00 27 7 21 0 5 . 5 2 2 SE L E C T G R A N U L A R B O R R O W ( C V ) CU Y D 19 5 $1 0 . 0 0 $1 , 9 5 0 . 0 0 $2 4 . 5 0 $4 , 7 7 7 . 5 0 $17.50$3,412.50$13.37$2,607.15 27 8 21 0 5 . 6 0 1 DE W A T E R I N G LU M P S U M 1 $1 0 , 0 0 0 . 0 0 $1 0 , 0 0 0 . 0 0 $5 , 0 0 0 . 0 0 $5 , 0 0 0 . 0 0 $5 , 0 0 0 . 0 0 $5,000.00$1,011.56$1,011.56 27 9 22 1 1 . 5 0 1 AG G R E G A T E B A S E C L A S S 5 M O D TO N 20 $9 . 0 0 $1 8 0 . 0 0 $2 5 . 8 8 $5 1 7 . 6 0 $22.50$450.00$14.43$288.60 28 0 23 6 0 . 5 0 1 TY P E S P 1 2 . 5 W E A R I N G C O U R S E M I X T U R E ( 2 , B ) TO N 3. 8 $5 2 . 0 0 $1 9 7 . 6 0 $1 0 1 . 3 7 $3 8 5 . 2 1 $1 0 8 . 0 0 $410.40$97.94$372.17 28 1 23 6 0 . 5 0 2 TY P E S P 1 2 . 5 N O N W E A R I N G C O U R S E M I X T U R E ( 2 , B ) TO N 5 $5 0 . 0 0 $2 5 0 . 0 0 $8 7 . 8 4 $4 3 9 . 2 0 $95.00$475.00$84.87$424.35 28 2 23 6 0 . 5 0 3 TY P E S P 9 . 5 W E A R I N G C O U R S E M I X ( 2 , B ) 1 . 5 " T H I C K SQ Y D 3. 4 $8 . 0 0 $2 7 . 2 0 $5 3 . 1 2 $1 8 0 . 6 1 $48.50$164.90$46.49$158.07 28 3 23 6 0 . 5 0 3 TY P E S P 9 . 5 N O N W E A R I N G C O U R S E M I X ( 2 , B ) 2 . 0 " T H I C K SQ Y D 3. 4 $1 0 . 0 0 $3 4 . 0 0 $6 7 . 4 7 $2 2 9 . 4 0 $62.50$212.50$60.36$205.22 28 4 24 3 3 . 5 0 1 RE M O V E E X I S T I N G W E T W E L L S T R U C T U R E LU M P S U M 1 $1 9 , 0 0 0 . 0 0 $1 9 , 0 0 0 . 0 0 $7 , 5 0 0 . 0 0 $7 , 5 0 0 . 0 0 $1 5 , 0 0 0 . 0 0 $15,000.00$3,219.35$3,219.35 28 5 25 0 3 . 5 1 1 16 " D U C T I L E I R O N P I P E S E W E R C L 5 2 LI N F T 10 $1 0 0 . 0 0 $1 , 0 0 0 . 0 0 $3 1 8 . 9 8 $3 , 1 8 9 . 8 0 $1 , 0 0 0 . 0 0 $10,000.00$49.67$496.70 28 6 25 0 3 . 5 1 1 6" D U C T I L E I R O N P I P E S E W E R C L 5 2 LI N F T 12 $4 0 . 0 0 $4 8 0 . 0 0 $1 6 9 . 2 7 $2 , 0 3 1 . 2 4 $5 0 0 . 0 0 $6,000.00$23.51$282.12 28 7 25 0 6 . 6 0 3 CO N S T R U C T 1 2 0 " D I A S A N I T A R Y S E W E R M A N H O L E ( W E T W E L L ) LI N F T 26 $2 , 8 8 4 . 0 0 $7 4 , 9 8 4 . 0 0 $7 , 5 2 0 . 0 0 $1 9 5 , 5 2 0 . 0 0 $1 3 , 5 0 0 . 0 0 $351,000.00$6,420.60$166,935.60 28 8 25 3 1 . 5 0 1 CO N C R E T E C U R B & G U T T E R D E S I G N B 6 1 8 LI N F T 35 $1 0 . 0 0 $3 5 0 . 0 0 $1 5 . 5 3 $5 4 3 . 5 5 $15.50$542.50$15.00$525.00 28 9 25 7 5 . 5 0 5 SO D D I N G T Y P E S A L T R E S I S T A N T SQ Y D 16 5 $3 . 0 0 $4 9 5 . 0 0 $4 . 0 6 $6 6 9 . 9 0 $2.50$412.50$2.50$412.50 To t a l S C H E D U L E H - A L T E R N A T E N O . 3 ( L I F T S T A T I O N I M P R O V E M E N T S ) : $1 1 3 , 0 2 6 . 3 0 $2 3 5 , 1 0 2 . 0 1 $404,438.70 $179,970.20 SC H E D U L E I - A L T E R N A T E N O . 4 ( W A L N U T S T R E E T N O R T H O F R I V E R S T R E E T ) 29 0 20 2 1 . 5 0 1 MO B I L I Z A T I O N LU M P S U M 1 $1 , 1 0 0 . 0 0 $1 , 1 0 0 . 0 0 $3 , 8 4 5 . 5 0 $3 , 8 4 5 . 5 0 $1 , 5 0 0 . 0 0 $1,500.00$1,120.00$1,120.00 29 1 21 0 4 . 5 0 1 RE M O V E C U R B A N D G U T T E R LI N F T 80 $3 . 5 0 $2 8 0 . 0 0 $3 . 1 1 $2 4 8 . 8 0 $2.60$208.00$1.90$152.00 29 2 21 0 5 . 5 0 1 CO M M O N E X C A V A T I O N CU Y D 43 0 $6 . 0 0 $2 , 5 8 0 . 0 0 $4 . 8 6 $2 , 0 8 9 . 8 0 $5.15$2,214.50$10.26$4,411.80 29 3 21 0 5 . 5 0 7 SU B G R A D E E X C A V A T I O N ( E V ) CU Y D 50 $1 0 . 0 0 $5 0 0 . 0 0 $1 . 0 4 $5 2 . 0 0 $5.15$257.50$9.62$481.00 29 4 21 1 2 . 5 0 1 SU B G R A D E P R E P A R A T I O N RO A D S T A 3. 7 $2 5 0 . 0 0 $9 2 5 . 0 0 $3 6 2 . 2 5 $1 , 3 4 0 . 3 3 $2 6 5 . 0 0 $980.50$257.00$950.90 29 5 22 1 1 . 5 0 1 AG G R E G A T E B A S E C L A S S 5 M O D TO N 35 0 $9 . 0 0 $3 , 1 5 0 . 0 0 $1 8 . 1 1 $6 , 3 3 8 . 5 0 $10.50$3,675.00$14.89$5,211.50 29 6 23 3 1 . 6 0 4 BI T U M I N O U S P A V E M E N T R E C L A M A T I O N SQ Y D 96 0 $2 . 5 0 $2 , 4 0 0 . 0 0 $2 . 5 9 $2 , 4 8 6 . 4 0 $3.25$3,120.00$1.10$1,056.00 29 7 23 5 7 . 5 0 2 BI T U M I N O U S M A T E R I A L F O R T A C K C O A T GA L L O N 50 $2 . 0 0 $1 0 0 . 0 0 $2 . 0 7 $1 0 3 . 5 0 $2.05$102.50$2.00$100.00 29 8 23 6 0 . 5 0 1 TY P E S P 1 2 . 5 W E A R I N G C O U R S E M I X T U R E ( 2 , B ) TO N 90 $5 2 . 0 0 $4 , 6 8 0 . 0 0 $5 7 . 3 3 $5 , 1 5 9 . 7 0 $57.40$5,166.00$55.39$4,985.10 Page 31 Pr o j e c t : 0 1 4 9 4 - 3 4 - M O N T - 2 0 1 0 S t r e e t R e c o n s t r u c t i o n P r o j e c t En g i n e e r s E s t i m a t e No r t h d a l e C o n s t r u c t i o n C o . , In c . Bu r s c h v i l l e C o n s t r u c t i o n , In c . S. R. Weidema, Inc. It e m N o . It e m Un i t s Qu a n t i t y Un i t P r i c e To t a l P r i c e Un i t P r i c e To t a l P r i c e Un i t P r i c e Total Price Unit Price Total Price 29 9 23 6 0 . 5 0 2 TY P E S P 1 2 . 5 N O N W E A R I N G C O U R S E M I X T U R E ( 2 , B ) TO N 12 0 $5 0 . 0 0 $6 , 0 0 0 . 0 0 $5 6 . 7 1 $6 , 8 0 5 . 2 0 $5 6 . 8 0 $6,816.00$54.79$6,574.80 30 0 25 3 1 . 5 0 1 CO N C R E T E C U R B & G U T T E R D E S I G N B 6 1 8 LI N F T 80 $1 0 . 0 0 $8 0 0 . 0 0 $1 5 . 5 3 $1 , 2 4 2 . 4 0 $1 5 . 5 0 $1,240.00$15.00$1,200.00 30 1 25 7 3 . 5 3 0 ST O R M D R A I N I N L E T P R O T E C T I O N EA C H 2 $2 2 5 . 0 0 $4 5 0 . 0 0 $8 5 . 0 0 $1 7 0 . 0 0 $1 0 0 . 0 0 $200.00$130.00$260.00 To t a l S C H E D U L E I - A L T E R N A T E N O . 4 ( W A L NU T S T R E E T N O R T H O F R I V E R S T R E E T ) : $2 2 , 9 6 5 . 0 0 $2 9 , 8 8 2 . 1 3 $25,480.00 $26,503.10 SC H E D U L E J - A L T E R N A T E N O . 5 ( P A R W E S T P A R K I N G L O T I M P R O V E M E N T S ) 30 2 20 2 1 . 5 0 1 MO B I L I Z A T I O N LU M P S U M 1 $9 0 0 . 0 0 $9 0 0 . 0 0 $4 , 6 7 3 . 5 0 $4 , 6 7 3 . 5 0 $5 , 0 0 0 . 0 0 $5,000.00$2,480.00$2,480.00 30 3 21 0 4 . 5 0 1 RE M O V E C U R B A N D G U T T E R LI N F T 45 $2 . 5 0 $1 1 2 . 5 0 $2 . 3 5 $1 0 5 . 7 5 $2 . 6 0 $117.00$1.90$85.50 30 4 21 0 4 . 5 0 5 RE M O V E B I T U M I N O U S P A V E M E N T SQ Y D 42 5 $3 . 0 0 $1 , 2 7 5 . 0 0 $2 . 7 5 $1 , 1 6 8 . 7 5 $1 . 5 5 $658.75$2.70$1,147.50 30 5 21 0 4 . 5 1 3 SA W I N G B I T U M I N O U S P A V E M E N T ( F U L L D E P T H ) LI N F T 45 $3 . 0 0 $1 3 5 . 0 0 $3 . 2 5 $1 4 6 . 2 5 $6 . 0 0 $270.00$2.50$112.50 30 6 21 0 5 . 5 0 1 CO M M O N E X C A V A T I O N CU Y D 20 0 $6 . 0 0 $1 , 2 0 0 . 0 0 $4 . 1 4 $8 2 8 . 0 0 $7 . 0 0 $1,400.00$13.43$2,686.00 30 7 22 1 1 . 5 0 1 AG G R E G A T E B A S E C L A S S 5 M O D TO N 27 5 $9 . 0 0 $2 , 4 7 5 . 0 0 $1 6 . 0 4 $4 , 4 1 1 . 0 0 $1 2 . 5 0 $3,437.50$16.97$4,666.75 30 8 23 5 7 . 5 0 2 BI T U M I N O U S M A T E R I A L F O R T A C K C O A T GA L L O N 25 $2 . 0 0 $5 0 . 0 0 $2 . 0 7 $5 1 . 7 5 $2 . 0 5 $51.25$2.00$50.00 30 9 23 6 0 . 5 0 1 TY P E S P 1 2 . 5 W E A R I N G C O U R S E M I X T U R E ( 2 , B ) TO N 50 $5 2 . 0 0 $2 , 6 0 0 . 0 0 $5 6 . 9 0 $2 , 8 4 5 . 0 0 $5 7 . 0 0 $2,850.00$54.98$2,749.00 31 0 23 6 0 . 5 0 2 TY P E S P 1 2 . 5 N O N W E A R I N G C O U R S E M I X T U R E ( 2 , B ) TO N 65 $5 0 . 0 0 $3 , 2 5 0 . 0 0 $5 9 . 5 5 $3 , 8 7 0 . 7 5 $5 9 . 5 0 $3,867.50$57.54$3,740.10 31 1 25 3 1 . 5 0 1 CO N C R E T E C U R B & G U T T E R D E S I G N B 6 1 2 LI N F T 35 5 $9 . 5 0 $3 , 3 7 2 . 5 0 $1 5 . 0 1 $5 , 3 2 8 . 5 5 $1 0 . 7 5 $3,816.25$14.50$5,147.50 31 2 25 3 1 . 5 0 7 6" C O N C R E T E D R I V E W A Y P A V E M E N T SQ Y D 25 $4 4 . 0 0 $1 , 1 0 0 . 0 0 $4 2 . 2 6 $1 , 0 5 6 . 5 0 $3 7 . 2 5 $931.25$48.28$1,207.00 31 3 25 3 1 . 6 0 2 PE D E S T R I A N C U R B R A M P EA C H 1 $5 0 0 . 0 0 $5 0 0 . 0 0 $2 4 8 . 4 0 $2 4 8 . 4 0 $2 6 5 . 0 0 $265.00$240.00$240.00 31 4 25 3 1 . 6 1 8 TR U N C A T E D D O M E S SQ F T 4 $5 0 . 0 0 $2 0 0 . 0 0 $2 6 . 4 3 $1 0 5 . 7 2 $4 2 . 0 0 $168.00$25.00$100.00 31 5 25 6 4 . 5 3 1 SI G N P A N E L S T Y P E C SQ F T 1. 5 $3 0 . 0 0 $4 5 . 0 0 $9 8 . 3 3 $1 4 7 . 5 0 $1 3 0 . 0 0 $195.00$95.00$142.50 31 6 25 7 5 . 5 0 5 SO D D I N G T Y P E S A L T R E S I S T A N T SQ Y D 35 0 $3 . 5 0 $1 , 2 2 5 . 0 0 $3 . 9 8 $1 , 3 9 3 . 0 0 $2 . 5 0 $875.00$2.50$875.00 31 7 25 8 2 . 5 0 1 PA V E M E N T M E S S A G E ( H A N D I C A P P E D S Y M B O L ) P A I N T EA C H 1 $5 0 . 0 0 $5 0 . 0 0 $1 2 9 . 3 8 $1 2 9 . 3 8 $1 3 5 . 0 0 $135.00$125.00$125.00 31 8 25 8 2 . 5 0 2 4" S O L I D L I N E W H I T E - E P O X Y LI N F T 23 5 $1 . 0 0 $2 3 5 . 0 0 $0 . 9 3 $2 1 8 . 5 5 $0 . 9 5 $223.25$0.90$211.50 To t a l S C H E D U L E J - A L T E R N A T E N O . 5 ( P A R W E S T P A R K I N G L O T I M P R O V E M E N T S ) : $1 8 , 7 2 5 . 0 0 $2 6 , 7 2 8 . 3 5 $24,260.75 $25,765.85 SC H E D U L E K - A L T E R N A T E N O . 6 ( P R A I R I E R O A D S I D E W A L K I M P R O V E M E N T S ) 31 9 20 2 1 . 5 0 1 MO B I L I Z A T I O N LU M P S U M 1 $2 , 6 0 0 . 0 0 $2 , 6 0 0 . 0 0 $2 , 7 9 3 . 7 5 $2 , 7 9 3 . 7 5 $1 , 5 0 0 . 0 0 $1,500.00$680.00$680.00 32 0 21 0 1 . 5 0 2 CL E A R I N G TR E E 7 $2 0 0 . 0 0 $1 , 4 0 0 . 0 0 $1 0 4 . 3 3 $7 3 0 . 3 1 $1 0 6 . 0 0 $742.00$100.00$700.00 32 1 21 0 1 . 5 0 7 GR U B B I N G TR E E 7 $1 5 0 . 0 0 $1 , 0 5 0 . 0 0 $6 9 . 5 5 $4 8 6 . 8 5 $7 1 . 0 0 $497.00$50.00$350.00 32 2 21 0 1 . 6 0 5 CL E A R I N G A N D G R U B B I N G AC R E 0. 0 5 $1 0 , 0 0 0 . 0 0 $5 0 0 . 0 0 $8 , 7 9 7 . 5 0 $4 3 9 . 8 8 $2 0 , 0 0 0 . 0 0 $1,000.00$5,000.00$250.00 32 3 21 0 4 . 5 2 3 SA L V A G E H Y D R A N T EA C H 1 $4 5 0 . 0 0 $4 5 0 . 0 0 $2 7 5 . 0 0 $2 7 5 . 0 0 $6 0 0 . 0 0 $600.00$220.00$220.00 32 4 21 0 5 . 5 2 2 SE L E C T G R A N U L A R B O R R O W ( C V ) CU Y D 40 5 $1 0 . 0 0 $4 , 0 5 0 . 0 0 $7 . 2 5 $2 , 9 3 6 . 2 5 $1 4 . 5 0 $5,872.50$17.08$6,917.40 32 5 25 0 4 . 6 0 2 IN S T A L L S A L V A G E D H Y D R A N T EA C H 1 $5 0 0 . 0 0 $5 0 0 . 0 0 $5 7 6 . 3 0 $5 7 6 . 3 0 $7 5 0 . 0 0 $750.00$700.00$700.00 32 6 25 0 4 . 6 0 3 6" W A T E R M A I N D U C T I L E I R O N C L 5 2 LI N F T 3 $2 9 . 0 0 $8 7 . 0 0 $4 5 . 2 7 $1 3 5 . 8 1 $4 7 5 . 0 0 $1,425.00$460.39$1,381.17 32 7 25 2 1 . 5 0 1 4" C O N C R E T E W A L K SQ F T 89 1 0 $3 . 0 0 $2 6 , 7 3 0 . 0 0 $3 . 2 4 $2 8 , 8 6 8 . 4 0 $3 . 5 5 $31,630.50$16.81$149,777.10 32 8 25 2 1 . 5 0 1 6" C O N C R E T E W A L K SQ F T 40 0 $6 . 0 0 $2 , 4 0 0 . 0 0 $3 . 9 1 $1 , 5 6 4 . 0 0 $4 . 4 5 $1,780.00$17.49$6,996.00 32 9 25 3 1 . 6 0 2 PE D E S T R I A N C U R B R A M P EA C H 6 $5 0 0 . 0 0 $3 , 0 0 0 . 0 0 $2 4 8 . 4 0 $1 , 4 9 0 . 4 0 $2 6 5 . 0 0 $1,590.00$240.00$1,440.00 Page 32 Pr o j e c t : 0 1 4 9 4 - 3 4 - M O N T - 2 0 1 0 S t r e e t R e c o n s t r u c t i o n P r o j e c t En g i n e e r s E s t i m a t e No r t h d a l e C o n s t r u c t i o n C o . , In c . Bu r s c h v i l l e C o n s t r u c t i o n , In c . S. R. Weidema, Inc. It e m N o . It e m Un i t s Qu a n t i t y Un i t P r i c e To t a l P r i c e Un i t P r i c e To t a l P r i c e Un i t P r i c e Total Price Unit Price Total Price 33 0 25 3 1 . 6 1 8 TR U N C A T E D D O M E S SQ F T 24 $5 0 . 0 0 $1 , 2 0 0 . 0 0 $2 6 . 4 3 $6 3 4 . 3 2 $4 2 . 0 0 $1,008.00$25.00$600.00 33 1 25 7 1 . 5 0 2 DE C I D U O U S T R E E 2 . 5 " C A L B & B TR E E 7 $3 5 0 . 0 0 $2 , 4 5 0 . 0 0 $3 0 5 . 3 3 $2 , 1 3 7 . 3 1 $2 9 0 . 0 0 $2,030.00$325.00$2,275.00 33 2 25 7 5 . 5 0 5 SO D D I N G T Y P E S A L T R E S I S T A N T SQ Y D 26 0 0 $3 . 0 0 $7 , 8 0 0 . 0 0 $3 . 9 8 $1 0 , 3 4 8 . 0 0 $2 . 5 0 $6,500.00$2.50$6,500.00 To t a l S C H E D U L E K - A L T E R N A T E N O . 6 ( P R A I R I E R O A D S I D E W A L K I M P R O V E M E N T S ) : $5 4 , 2 1 7 . 0 0 $5 3 , 4 1 6 . 5 8 $56,925.00 $178,786.67 To t a l S C H E D U L E A - S T R E E T I M P R O V E M E N T S ( R I V E R S T R E E T A N D S I D E S T R E E T S ) : $9 7 6 , 8 5 9 . 3 5 $1 , 0 6 7 , 1 8 0 . 7 2 $925,352.70 $1,074,839.23 To t a l S C H E D U L E B - S A N I T A R Y S E W E R I M P R OV E M E N T S ( R I V E R S T R E E T A N D S I D E ST R E E T S ) : $6 3 4 , 5 4 9 . 5 0 $5 6 8 , 1 6 5 . 1 9 $547,766.65 $545,641.77 To t a l S C H E D U L E C - W A T E R M A I N I M P R O V E M E N T S ( R I V E R S T R E E T A N D S I D E ST R E E T S ) : $2 8 5 , 9 1 2 . 5 0 $2 8 1 , 4 0 5 . 2 2 $297,389.97 $256,408.65 To t a l S C H E D U L E D - S T O R M S E W E R I M P R O V E M E N T S ( R I V E R S T R E E T A N D S I D E ST R E E T S ) : $1 5 5 , 5 0 5 . 4 0 $1 7 8 , 2 4 8 . 2 7 $177,568.50 $159,598.95 To t a l S C H E D U L E E - P R A I R I E R O A D I M P R O V E M E N T S : $4 6 6 , 3 1 1 . 0 0 $4 0 3 , 9 0 6 . 5 1 $429,935.98 $450,262.64 To t a l S C H E D U L E F - A L T E R N A T E N O . 1 ( W A L N U T S T R E E T C O N N E C T I O N ) : $4 9 , 7 1 5 . 8 0 $4 6 , 6 2 2 . 8 8 $44,872.60 $57,473.42 To t a l S C H E D U L E G - A L T E R N A T E N O . 2 ( T H I R D S T R E E T P A R K I N G L O T ) : $7 4 , 0 9 1 . 0 0 $8 2 , 4 5 8 . 6 8 $65,412.20 $69,947.30 To t a l S C H E D U L E H - A L T E R N A T E N O . 3 ( L I F T S T A T I O N I M P R O V E M E N T S ) : $1 1 3 , 0 2 6 . 3 0 $2 3 5 , 1 0 2 . 0 1 $404,438.70 $179,970.20 To t a l S C H E D U L E I - A L T E R N A T E N O . 4 ( W A L N U T S T R E E T N O R T H O F R I V E R ST R E E T ) : $2 2 , 9 6 5 . 0 0 $2 9 , 8 8 2 . 1 3 $25,480.00 $26,503.10 To t a l S C H E D U L E J - A L T E R N A T E N O . 5 ( P A R W E S T P A R K I N G L O T I M P R O V E M E N T S ) : $1 8 , 7 2 5 . 0 0 $2 6 , 7 2 8 . 3 5 $24,260.75 $25,765.85 To t a l S C H E D U L E K - A L T E R N A T E N O . 6 ( P R A I R I E R O A D S I D E W A L K IM P R O V E M E N T S ) : $5 4 , 2 1 7 . 0 0 $5 3 , 4 1 6 . 5 8 $56,925.00 $178,786.67 To t a l s f o r P r o j e c t 0 1 4 9 4 - 3 4 $2 , 8 5 1 , 8 7 7 . 8 5 $2 , 9 7 3 , 1 1 6 . 5 4 $2,999,403.05 $3,025,197.78 % o f E s t i m a t e f o r P r o j e c t 0 1 4 9 4 - 3 4 4. 2 5 % 5.17% 6.08%Page 33 Pr o j e c t : 0 1 4 9 4 - 3 4 - M O N T - 2 0 1 0 S t r e e t R e c o n s t r u c t i o n P r o j e c t En g i n e e r s E s t i m a t e Mi n g e r C o n s t r u c t i o n , I n c . J. R . F e r c h e , I n c . R. L. Larson Excavating, Inc. It e m N o . It e m Un i t s Qu a n t i t y Un i t P r i c e To t a l P r i c e Un i t P r i c e To t a l P r i c e Un i t P r i c e Total Price Unit Price Total Price SC H E D U L E A - S T R E E T I M P R O V E M E N T S ( R I V E R S T R E E T A N D S I D E S T R E E T S ) 1 20 2 1 . 5 0 1 MO B I L I Z A T I O N LU M P S U M 1 $4 0 , 0 0 0 . 0 0 $4 0 , 0 0 0 . 0 0 $6 4 , 5 0 0 . 0 0 $6 4 , 5 0 0 . 0 0 $9 0 , 0 0 0 . 0 0 $90,000.00$40,000.00$40,000.00 2 21 0 1 . 5 0 2 CL E A R I N G TR E E 31 $2 0 0 . 0 0 $6 , 2 0 0 . 0 0 $1 3 2 . 0 0 $4 , 0 9 2 . 0 0 $2 5 0 . 0 0 $7,750.00$150.00$4,650.00 3 21 0 1 . 5 0 7 GR U B B I N G TR E E 31 $1 5 0 . 0 0 $4 , 6 5 0 . 0 0 $6 0 . 0 0 $1 , 8 6 0 . 0 0 $2 0 0 . 0 0 $6,200.00$100.00$3,100.00 4 21 0 4 . 5 0 1 RE M O V E C U R B A N D G U T T E R LI N F T 64 3 0 $3 . 5 0 $2 2 , 5 0 5 . 0 0 $4 . 1 0 $2 6 , 3 6 3 . 0 0 $2 . 5 0 $16,075.00$1.50$9,645.00 5 21 0 4 . 5 0 1 RE M O V E C O N D U I T S Y S T E M LI N F T 17 5 $1 . 7 5 $3 0 6 . 2 5 $1 . 4 0 $2 4 5 . 0 0 $1 . 7 0 $297.50$2.50$437.50 6 21 0 4 . 5 0 3 RE M O V E C O N C R E T E W A L K SQ F T 16 6 0 $1 . 0 0 $1 , 6 6 0 . 0 0 $0 . 9 5 $1 , 5 7 7 . 0 0 $0 . 6 5 $1,079.00$0.50$830.00 7 21 0 4 . 5 0 5 RE M O V E C O N C R E T E D R I V E W A Y P A V E M E N T SQ Y D 56 0 $3 . 5 0 $1 , 9 6 0 . 0 0 $5 . 4 0 $3 , 0 2 4 . 0 0 $5 . 5 0 $3,080.00$6.00$3,360.00 8 21 0 4 . 5 0 5 RE M O V E B I T U M I N O U S D R I V E W A Y P A V E M E N T SQ Y D 32 0 $2 . 5 0 $8 0 0 . 0 0 $4 . 9 5 $1 , 5 8 4 . 0 0 $3 . 5 0 $1,120.00$3.00$960.00 9 21 0 4 . 5 0 9 RE M O V E M A I L B O X S U P P O R T EA C H 19 $5 0 . 0 0 $9 5 0 . 0 0 $3 2 . 0 0 $6 0 8 . 0 0 $5 0 . 0 0 $950.00$25.00$475.00 10 21 0 4 . 5 0 9 RE M O V E M A I L B O X EA C H 19 $3 0 . 0 0 $5 7 0 . 0 0 $2 0 . 0 0 $3 8 0 . 0 0 $2 5 . 0 0 $475.00$20.00$380.00 11 21 0 4 . 5 1 1 SA W I N G C O N C R E T E P A V E M E N T ( F U L L D E P T H ) LI N F T 23 0 $5 . 0 0 $1 , 1 5 0 . 0 0 $3 . 4 5 $7 9 3 . 5 0 $8 . 0 0 $1,840.00$4.00$920.00 12 21 0 4 . 5 1 3 SA W I N G B I T U M I N O U S P A V E M E N T ( F U L L D E P T H ) LI N F T 93 0 $2 . 5 0 $2 , 3 2 5 . 0 0 $3 . 1 0 $2 , 8 8 3 . 0 0 $4 . 0 0 $3,720.00$3.00$2,790.00 13 21 0 4 . 5 2 3 SA L V A G E S I G N EA C H 24 $3 0 . 0 0 $7 2 0 . 0 0 $2 7 . 2 5 $6 5 4 . 0 0 $2 5 . 0 0 $600.00$25.00$600.00 14 21 0 5 . 5 0 1 CO M M O N E X C A V A T I O N CU Y D 11 9 0 0 $6 . 0 0 $7 1 , 4 0 0 . 0 0 $1 2 . 3 5 $1 4 6 , 9 6 5 . 0 0 $1 2 . 0 0 $142,800.00$8.00$95,200.00 15 21 0 5 . 5 0 7 SU B G R A D E E X C A V A T I O N ( E V ) CU Y D 11 9 0 $1 0 . 0 0 $1 1 , 9 0 0 . 0 0 $1 5 . 6 5 $1 8 , 6 2 3 . 5 0 $8 . 2 0 $9,758.00$6.00$7,140.00 16 21 0 5 . 5 2 2 SE L E C T G R A N U L A R B O R R O W ( C V ) CU Y D 11 4 5 0 $1 0 . 0 0 $1 1 4 , 5 0 0 . 0 0 $1 0 . 9 5 $1 2 5 , 3 7 7 . 5 0 $1 2 . 0 0 $137,400.00$20.00$229,000.00 17 21 0 5 . 5 2 5 TO P S O I L B O R R O W ( C V ) CU Y D 85 0 $2 0 . 0 0 $1 7 , 0 0 0 . 0 0 $2 0 . 2 0 $1 7 , 1 7 0 . 0 0 $1 8 . 0 0 $15,300.00$24.00$20,400.00 18 21 0 5 . 6 0 4 GE O T E X T I L E F A B R I C S P E C I A L SQ Y D 90 $2 0 . 0 0 $1 , 8 0 0 . 0 0 $2 0 . 7 0 $1 , 8 6 3 . 0 0 $2 5 . 0 0 $2,250.00$20.00$1,800.00 19 21 1 2 . 5 0 1 SU B G R A D E P R E P A R A T I O N RO A D S T A 68 . 2 6 $2 5 0 . 0 0 $1 7 , 0 6 5 . 0 0 $2 6 5 . 0 0 $1 8 , 0 8 8 . 9 0 $2 5 0 . 0 0 $17,065.00$300.00$20,478.00 20 21 1 2 . 6 0 4 SU B G R A D E P R E P A R A T I O N SQ Y D 41 0 0 $1 . 5 0 $6 , 1 5 0 . 0 0 $0 . 9 0 $3 , 6 9 0 . 0 0 $1 . 0 0 $4,100.00$1.00$4,100.00 21 21 2 3 . 6 1 0 ST R E E T S W E E P E R ( W I T H P I C K U P B R O O M ) HO U R 77 $1 0 5 . 0 0 $8 , 0 8 5 . 0 0 $1 2 8 . 0 0 $9 , 8 5 6 . 0 0 $9 0 . 0 0 $6,930.00$125.00$9,625.00 22 21 3 0 . 5 0 1 WA T E R M G A L L O N S 72 $2 5 . 0 0 $1 , 8 0 0 . 0 0 $2 8 . 0 0 $2 , 0 1 6 . 0 0 $2 5 . 0 0 $1,800.00$30.00$2,160.00 23 22 1 1 . 5 0 1 AG G R E G A T E B A S E C L A S S 5 M O D TO N 28 9 0 $9 . 0 0 $2 6 , 0 1 0 . 0 0 $1 8 . 0 0 $5 2 , 0 2 0 . 0 0 $1 0 . 0 0 $28,900.00$12.50$36,125.00 24 23 0 1 . 6 0 3 MU D J A C K I N G ( C U R B ) LI N F T 10 0 $2 0 . 0 0 $2 , 0 0 0 . 0 0 $4 2 . 8 0 $4 , 2 8 0 . 0 0 $2 0 . 0 0 $2,000.00$25.00$2,500.00 25 23 3 1 . 6 0 4 BI T U M I N O U S P A V E M E N T R E C L A M A T I O N SQ Y D 28 7 2 0 $2 . 5 0 $7 1 , 8 0 0 . 0 0 $2 . 2 5 $6 4 , 6 2 0 . 0 0 $3 . 2 0 $91,904.00$6.00$172,320.00 26 23 5 7 . 5 0 2 BI T U M I N O U S M A T E R I A L F O R T A C K C O A T GA L L O N 14 7 0 $2 . 0 0 $2 , 9 4 0 . 0 0 $2 . 1 5 $3 , 1 6 0 . 5 0 $2 . 0 0 $2,940.00$2.50$3,675.00 27 23 6 0 . 5 0 1 TY P E S P 1 2 . 5 W E A R I N G C O U R S E M I X T U R E ( 2 , B ) TO N 28 1 0 $5 2 . 0 0 $1 4 6 , 1 2 0 . 0 0 $5 1 . 1 0 $1 4 3 , 5 9 1 . 0 0 $5 2 . 0 0 $146,120.00$50.00$140,500.00 28 23 6 0 . 5 0 1 TY P E S P 1 2 . 5 W E A R I N G C O U R S E M I X T U R E ( 4 , B ) TO N 10 $5 6 . 0 0 $5 6 0 . 0 0 $9 4 . 1 5 $9 4 1 . 5 0 $9 0 . 0 0 $900.00$100.00$1,000.00 29 23 6 0 . 5 0 2 TY P E S P 1 2 . 5 N O N W E A R I N G C O U R S E M I X T U R E ( 2 , B ) TO N 36 7 0 $5 0 . 0 0 $1 8 3 , 5 0 0 . 0 0 $5 4 . 0 0 $1 9 8 , 1 8 0 . 0 0 $4 8 . 0 0 $176,160.00$52.00$190,840.00 30 23 6 0 . 5 0 2 TY P E S P 1 9 . 0 N O N W E A R I N G C O U R S E M I X T U R E ( 4 , B ) TO N 30 $5 4 . 0 0 $1 , 6 2 0 . 0 0 $7 3 . 1 5 $2 , 1 9 4 . 5 0 $8 0 . 0 0 $2,400.00$80.00$2,400.00 31 23 6 0 . 5 0 3 TY P E S P 9 . 5 W E A R I N G C O U R S E M I X ( 2 , B ) 1 . 5 " T H I C K SQ Y D 32 0 $8 . 0 0 $2 , 5 6 0 . 0 0 $1 4 . 5 5 $4 , 6 5 6 . 0 0 $7 . 1 4 $2,284.80$18.00$5,760.00 32 23 6 0 . 5 0 3 TY P E S P 9 . 5 N O N W E A R I N G C O U R S E M I X ( 2 , B ) 2 . 0 " T H I C K SQ Y D 32 0 $1 0 . 0 0 $3 , 2 0 0 . 0 0 $1 7 . 3 5 $5 , 5 5 2 . 0 0 $9 . 3 5 $2,992.00$20.00$6,400.00 33 25 0 4 . 6 0 2 IR R I G A T I O N S Y S T E M R E P A I R EA C H 15 $3 0 0 . 0 0 $4 , 5 0 0 . 0 0 $1 , 5 7 5 . 0 0 $2 3 , 6 2 5 . 0 0 $5 5 0 . 0 0 $8,250.00$500.00$7,500.00 34 25 0 6 . 5 2 2 AD J U S T F R A M E & R I N G C A S T I N G ( S A N I T A R Y ) EA C H 1 $3 5 0 . 0 0 $3 5 0 . 0 0 $3 2 5 . 0 0 $3 2 5 . 0 0 $5 6 0 . 0 0 $560.00$300.00$300.00 Page 34 Pr o j e c t : 0 1 4 9 4 - 3 4 - M O N T - 2 0 1 0 S t r e e t R e c o n s t r u c t i o n P r o j e c t En g i n e e r s E s t i m a t e Mi n g e r C o n s t r u c t i o n , I n c . J. R . F e r c h e , I n c . R. L. Larson Excavating, Inc. It e m N o . It e m Un i t s Qu a n t i t y Un i t P r i c e To t a l P r i c e Un i t P r i c e To t a l P r i c e Un i t P r i c e Total Price Unit Price Total Price 35 25 0 6 . 5 2 2 AD J U S T F R A M E & R I N G C A S T I N G ( S T O R M ) EA C H 19 $4 5 0 . 0 0 $8 , 5 5 0 . 0 0 $2 5 5 . 0 0 $4 , 8 4 5 . 0 0 $5 6 0 . 0 0 $10,640.00$300.00$5,700.00 36 25 2 1 . 5 0 1 4" C O N C R E T E W A L K SQ F T 16 5 5 $3 . 0 0 $4 , 9 6 5 . 0 0 $3 . 1 5 $5 , 2 1 3 . 2 5 $3 . 0 0 $4,965.00$3.25$5,378.75 37 25 3 1 . 5 0 1 CO N C R E T E C U R B & G U T T E R D E S I G N B 6 1 8 LI N F T 64 2 8 $1 0 . 0 0 $6 4 , 2 8 0 . 0 0 $1 0 . 6 0 $6 8 , 1 3 6 . 8 0 $1 1 . 7 5 $75,529.00$12.00$77,136.00 38 25 3 1 . 5 0 7 6" C O N C R E T E D R I V E W A Y P A V E M E N T SQ Y D 38 0 $4 1 . 0 0 $1 5 , 5 8 0 . 0 0 $4 8 . 7 0 $1 8 , 5 0 6 . 0 0 $3 4 . 0 0 $12,920.00$40.00$15,200.00 39 25 3 1 . 5 0 7 7" C O N C R E T E D R I V E W A Y P A V E M E N T SQ Y D 80 $4 3 . 0 0 $3 , 4 4 0 . 0 0 $5 2 . 7 0 $4 , 2 1 6 . 0 0 $3 6 . 0 0 $2,880.00$40.00$3,200.00 40 25 3 1 . 5 0 7 6" C O N C R E T E D R I V E W A Y P A V E M E N T H E SQ Y D 11 0 $5 0 . 0 0 $5 , 5 0 0 . 0 0 $5 2 . 1 0 $5 , 7 3 1 . 0 0 $3 6 . 2 5 $3,987.50$40.00$4,400.00 41 25 3 1 . 5 0 7 7" C O N C R E T E D R I V E W A Y P A V E M E N T H E SQ Y D 30 $5 2 . 0 0 $1 , 5 6 0 . 0 0 $5 9 . 7 0 $1 , 7 9 1 . 0 0 $3 8 . 6 0 $1,158.00$40.00$1,200.00 42 25 3 1 . 6 0 2 PE D E S T R I A N C U R B R A M P EA C H 1 $5 0 0 . 0 0 $5 0 0 . 0 0 $2 7 5 . 0 0 $2 7 5 . 0 0 $2 4 0 . 0 0 $240.00$250.00$250.00 43 25 3 1 . 6 1 8 TR U N C A T E D D O M E S SQ F T 10 $5 0 . 0 0 $5 0 0 . 0 0 $3 8 . 1 0 $3 8 1 . 0 0 $2 5 . 0 0 $250.00$30.00$300.00 44 25 4 0 . 6 0 2 IN S T A L L M A I L B O X S U P P O R T ( C L U S T E R ) EA C H 15 $3 5 0 . 0 0 $5 , 2 5 0 . 0 0 $2 1 5 . 0 0 $3 , 2 2 5 . 0 0 $1 5 0 . 0 0 $2,250.00$175.00$2,625.00 45 25 4 0 . 6 0 2 MA I L B O X EA C H 19 $5 0 . 0 0 $9 5 0 . 0 0 $7 0 . 0 0 $1 , 3 3 0 . 0 0 $2 0 . 0 0 $380.00$25.00$475.00 46 25 4 0 . 6 0 2 MA I L B O X ( T E M P O R A R Y ) EA C H 19 $2 0 . 0 0 $3 8 0 . 0 0 $2 5 . 0 0 $4 7 5 . 0 0 $2 0 . 0 0 $380.00$25.00$475.00 47 25 5 0 . 5 4 1 6' X 6 ' L O O P D E T E C T O R D E S I G N N M C EA C H 5 $1 , 0 0 0 . 0 0 $5 , 0 0 0 . 0 0 $2 8 5 . 0 0 $1 , 4 2 5 . 0 0 $2 6 2 . 0 0 $1,310.00$300.00$1,500.00 48 25 6 3 . 6 0 1 TR A F F I C C O N T R O L LU M P S U M 1 $1 5 , 0 0 0 . 0 0 $1 5 , 0 0 0 . 0 0 $4 , 7 8 5 . 0 0 $4 , 7 8 5 . 0 0 $5 , 0 0 0 . 0 0 $5,000.00$5,000.00$5,000.00 49 25 6 4 . 5 3 1 SI G N P A N E L S T Y P E C SQ F T 12 3 $3 2 . 0 0 $3 , 9 3 6 . 0 0 $4 7 . 4 0 $5 , 8 3 0 . 2 0 $4 5 . 0 0 $5,535.00$46.00$5,658.00 50 25 6 4 . 6 0 2 FU R N I S H & I N S T A L L S I G N P A N E L T Y P E D EA C H 12 $3 0 0 . 0 0 $3 , 6 0 0 . 0 0 $1 6 5 . 0 0 $1 , 9 8 0 . 0 0 $1 5 0 . 0 0 $1,800.00$160.00$1,920.00 51 25 6 5 . 6 0 2 SP L I C E L O O P D E T E C T O R EA C H 1 $1 , 5 0 0 . 0 0 $1 , 5 0 0 . 0 0 $1 , 1 5 5 . 0 0 $1 , 1 5 5 . 0 0 $5 9 . 0 0 $59.00$100.00$100.00 52 25 6 5 . 6 0 3 4" N O N - M E T A L L I C C O N D U I T LI N F T 12 8 0 $4 . 0 0 $5 , 1 2 0 . 0 0 $3 . 0 0 $3 , 8 4 0 . 0 0 $2 . 7 5 $3,520.00$3.00$3,840.00 53 25 6 5 . 6 0 3 IN S T A L L 4 " N O N - M E T A L L I C C O N D U I T LI N F T 12 8 0 $2 . 5 0 $3 , 2 0 0 . 0 0 $6 . 1 0 $7 , 8 0 8 . 0 0 $5 . 6 0 $7,168.00$6.00$7,680.00 54 25 7 1 . 5 0 2 DE C I D U O U S T R E E 2 . 5 " C A L B & B TR E E 31 $3 5 0 . 0 0 $1 0 , 8 5 0 . 0 0 $3 2 5 . 0 0 $1 0 , 0 7 5 . 0 0 $3 5 0 . 0 0 $10,850.00$250.00$7,750.00 55 25 7 2 . 5 0 1 TE M P O R A R Y F E N C E LI N F T 47 0 $1 . 8 5 $8 6 9 . 5 0 $1 . 4 5 $6 8 1 . 5 0 $2 . 5 0 $1,175.00$1.50$705.00 56 25 7 3 . 5 0 2 SI L T F E N C E , T Y P E M A C H I N E S L I C E D LI N F T 15 0 $2 . 0 0 $3 0 0 . 0 0 $2 . 0 0 $3 0 0 . 0 0 $2 . 0 0 $300.00$2.00$300.00 57 25 7 3 . 5 3 0 ST O R M D R A I N I N L E T P R O T E C T I O N EA C H 45 $2 2 5 . 0 0 $1 0 , 1 2 5 . 0 0 $1 1 0 . 0 0 $4 , 9 5 0 . 0 0 $3 5 0 . 0 0 $15,750.00$150.00$6,750.00 58 25 7 5 . 5 0 1 SE E D I N G AC R E 0. 1 5 $1 , 8 0 0 . 0 0 $2 7 0 . 0 0 $5 , 2 1 5 . 0 0 $7 8 2 . 2 5 $4 , 7 9 0 . 0 0 $718.50$6,000.00$900.00 59 25 7 5 . 5 0 2 SE E D M I X T U R E 2 4 0 PO U N D 20 $5 . 0 0 $1 0 0 . 0 0 $2 . 5 0 $5 0 . 0 0 $2 . 2 8 $45.60$3.00$60.00 60 25 7 5 . 5 0 5 SO D D I N G T Y P E S A L T R E S I S T A N T SQ Y D 75 0 0 $3 . 0 0 $2 2 , 5 0 0 . 0 0 $2 . 6 0 $1 9 , 5 0 0 . 0 0 $2 . 4 0 $18,000.00$2.50$18,750.00 61 25 7 5 . 5 3 2 FE R T I L I Z E R T Y P E 2 PO U N D 23 0 $0 . 5 0 $1 1 5 . 0 0 $0 . 7 0 $1 6 1 . 0 0 $0 . 6 5 $149.50$1.00$230.00 62 25 7 5 . 5 6 0 HY D R A U L I C S O I L S T A B I L I Z E R T Y P E 5 PO U N D 38 7 0 $0 . 5 0 $1 , 9 3 5 . 0 0 $0 . 8 5 $3 , 2 8 9 . 5 0 $0 . 7 5 $2,902.50$0.80$3,096.00 63 25 8 2 . 5 0 2 4" S O L I D L I N E W H I T E - E P O X Y LI N F T 20 9 0 $1 . 0 0 $2 , 0 9 0 . 0 0 $1 . 8 0 $3 , 7 6 2 . 0 0 $0 . 9 0 $1,881.00$1.00$2,090.00 64 25 8 2 . 5 0 2 12 " S O L I D L I N E W H I T E - E P O X Y LI N F T 26 4 $0 . 9 0 $2 3 7 . 6 0 $1 1 . 1 5 $2 , 9 4 3 . 6 0 $5 . 5 0 $1,452.00$6.00$1,584.00 To t a l S C H E D U L E A - S T R E E T I M P R O V E M E N T S ( R I V E R S T R E E T A N D S I D E S T R E E T S ) : $9 7 6 , 8 5 9 . 3 5 $1 , 1 4 2 , 8 0 2 . 0 0 $1,129,195.90 $1,211,623.25 SC H E D U L E B - S A N I T A R Y S E W E R I M P R O V E M E N T S ( R I V E R S T R E E T A N D S I D E S T R E E T S ) 65 21 0 4 . 5 0 1 RE M O V E S E W E R P I P E ( S A N I T A R Y ) LI N F T 25 3 0 $8 . 0 0 $2 0 , 2 4 0 . 0 0 $3 . 8 0 $9 , 6 1 4 . 0 0 $5 . 0 0 $12,650.00$3.00$7,590.00 66 21 0 4 . 5 0 1 RE M O V E S A N I T A R Y S E R V I C E P I P E LI N F T 14 4 0 $3 . 5 0 $5 , 0 4 0 . 0 0 $4 . 9 5 $7 , 1 2 8 . 0 0 $5 . 0 0 $7,200.00$3.00$4,320.00 67 21 0 4 . 5 0 9 RE M O V E D R O P I N L E T EA C H 1 $3 0 0 . 0 0 $3 0 0 . 0 0 $4 7 0 . 0 0 $4 7 0 . 0 0 $2 5 0 . 0 0 $250.00$1,000.00$1,000.00 Page 35 Pr o j e c t : 0 1 4 9 4 - 3 4 - M O N T - 2 0 1 0 S t r e e t R e c o n s t r u c t i o n P r o j e c t En g i n e e r s E s t i m a t e Mi n g e r C o n s t r u c t i o n , I n c . J. R . F e r c h e , I n c . R. L. Larson Excavating, Inc. It e m N o . It e m Un i t s Qu a n t i t y Un i t P r i c e To t a l P r i c e Un i t P r i c e To t a l P r i c e Un i t P r i c e Total Price Unit Price Total Price 68 21 0 4 . 5 0 9 RE M O V E M A N H O L E ( S A N I T A R Y ) EA C H 7 $6 5 0 . 0 0 $4 , 5 5 0 . 0 0 $3 7 5 . 0 0 $2 , 6 2 5 . 0 0 $3 5 0 . 0 0 $2,450.00$750.00$5,250.00 69 21 0 4 . 5 0 9 RE M O V E C A S T I N G A S S E M B L Y EA C H 3 $8 0 . 0 0 $2 4 0 . 0 0 $4 0 . 0 0 $1 2 0 . 0 0 $1 0 0 . 0 0 $300.00$200.00$600.00 70 21 0 5 . 5 2 2 SE L E C T G R A N U L A R B O R R O W ( C V ) CU Y D 27 $1 0 . 0 0 $2 7 0 . 0 0 $2 4 . 2 5 $6 5 4 . 7 5 $1 2 . 0 0 $324.00$20.00$540.00 71 21 0 5 . 6 0 1 DE W A T E R I N G LU M P S U M 1 $2 5 , 0 0 0 . 0 0 $2 5 , 0 0 0 . 0 0 $3 5 , 4 1 0 . 0 0 $3 5 , 4 1 0 . 0 0 $7 5 , 0 0 0 . 0 0 $75,000.00$60,000.00$60,000.00 72 22 1 1 . 5 0 1 AG G R E G A T E B A S E C L A S S 5 M O D TO N 10 $9 . 0 0 $9 0 . 0 0 $3 4 . 1 5 $3 4 1 . 5 0 $2 0 . 0 0 $200.00$40.00$400.00 73 23 3 1 . 6 0 4 BI T U M I N O U S P A V E M E N T R E C L A M A T I O N SQ Y D 24 $2 . 5 0 $6 0 . 0 0 $8 . 9 0 $2 1 3 . 6 0 $1 0 . 0 0 $240.00$10.00$240.00 74 23 5 7 . 5 0 2 BI T U M I N O U S M A T E R I A L F O R T A C K C O A T GA L L O N 2 $2 . 0 0 $4 . 0 0 $2 . 1 5 $4 . 3 0 $3 7 . 0 0 $74.00$10.00$20.00 75 23 6 0 . 5 0 1 TY P E S P 1 2 . 5 W E A R I N G C O U R S E M I X T U R E ( 2 , B ) TO N 2 $5 2 . 0 0 $1 0 4 . 0 0 $1 0 8 . 8 5 $2 1 7 . 7 0 $1 1 2 . 0 0 $224.00$100.00$200.00 76 23 6 0 . 5 0 2 TY P E S P 1 2 . 5 N O N W E A R I N G C O U R S E M I X T U R E ( 2 , B ) TO N 3 $5 0 . 0 0 $1 5 0 . 0 0 $1 0 4 . 1 5 $3 1 2 . 4 5 $1 1 2 . 0 0 $336.00$100.00$300.00 77 24 5 1 . 6 0 1 GR A N U L A R F O U N D A T I O N A N D / O R B E D D I N G CU Y D 80 $1 0 . 0 0 $8 0 0 . 0 0 $3 6 . 7 0 $2 , 9 3 6 . 0 0 $3 0 . 0 0 $2,400.00$35.00$2,800.00 78 25 0 1 . 6 0 5 CH E M I C A L G R O U T GA L L O N 6 $4 0 0 . 0 0 $2 , 4 0 0 . 0 0 $8 6 0 . 0 0 $5 , 1 6 0 . 0 0 $6 5 0 . 0 0 $3,900.00$700.00$4,200.00 79 25 0 3 . 5 1 1 10 " D U C T I L E I R O N P I P E S E W E R C L 5 2 LI N F T 12 $6 0 . 0 0 $7 2 0 . 0 0 $7 5 . 0 5 $9 0 0 . 6 0 $1 1 7 . 0 0 $1,404.00$140.00$1,680.00 80 25 0 3 . 5 4 1 10 " P V C P I P E S E W E R D E S I G N P R E S S U R E - D R 2 5 LI N F T 44 0 $5 6 . 0 0 $2 4 , 6 4 0 . 0 0 $2 8 . 8 5 $1 2 , 6 9 4 . 0 0 $5 0 . 0 0 $22,000.00$30.00$13,200.00 81 25 0 3 . 6 0 1 SA N I T A R Y S E W E R B Y P A S S LU M P S U M 1 $4 0 , 0 0 0 . 0 0 $4 0 , 0 0 0 . 0 0 $1 0 , 7 8 5 . 0 0 $1 0 , 7 8 5 . 0 0 $5 , 0 0 0 . 0 0 $5,000.00$15,000.00$15,000.00 82 25 0 3 . 6 0 2 CO N N E C T T O E X I S T I N G S A N I T A R Y S E W E R EA C H 40 $8 0 0 . 0 0 $3 2 , 0 0 0 . 0 0 $8 3 0 . 0 0 $3 3 , 2 0 0 . 0 0 $5 0 0 . 0 0 $20,000.00$800.00$32,000.00 83 25 0 3 . 6 0 2 CO N N E C T T O E X I S T I N G M A N H O L E S ( S A N ) EA C H 4 $1 , 1 0 0 . 0 0 $4 , 4 0 0 . 0 0 $7 1 0 . 0 0 $2 , 8 4 0 . 0 0 $1 , 2 0 0 . 0 0 $4,800.00$1,250.00$5,000.00 84 25 0 3 . 6 0 2 CO N N E C T T O E X I S T I N G S A N I T A R Y S E W E R S E R V I C E EA C H 53 $3 5 0 . 0 0 $1 8 , 5 5 0 . 0 0 $1 2 0 . 0 0 $6 , 3 6 0 . 0 0 $1 , 0 0 0 . 0 0 $53,000.00$140.00$7,420.00 85 25 0 3 . 6 0 2 CH I M N E Y S E A L S EA C H 11 $1 5 0 . 0 0 $1 , 6 5 0 . 0 0 $2 2 5 . 0 0 $2 , 4 7 5 . 0 0 $1 8 0 . 0 0 $1,980.00$305.00$3,355.00 86 25 0 3 . 6 0 2 8" X 6 " P V C W Y E EA C H 17 $1 2 0 . 0 0 $2 , 0 4 0 . 0 0 $1 7 5 . 0 0 $2 , 9 7 5 . 0 0 $2 , 0 0 0 . 0 0 $34,000.00$155.00$2,635.00 87 25 0 3 . 6 0 2 10 " X 6 " P V C W Y E EA C H 33 $1 5 0 . 0 0 $4 , 9 5 0 . 0 0 $2 4 5 . 0 0 $8 , 0 8 5 . 0 0 $2 , 1 0 0 . 0 0 $69,300.00$270.00$8,910.00 88 25 0 3 . 6 0 2 12 " X 6 " P V C W Y E EA C H 3 $1 8 5 . 0 0 $5 5 5 . 0 0 $2 7 5 . 0 0 $8 2 5 . 0 0 $2 , 2 0 0 . 0 0 $6,600.00$340.00$1,020.00 89 25 0 3 . 6 0 2 LA T E R A L G R O U T I N G EA C H 5 $1 , 0 0 0 . 0 0 $5 , 0 0 0 . 0 0 $6 8 0 . 0 0 $3 , 4 0 0 . 0 0 $8 0 0 . 0 0 $4,000.00$1,000.00$5,000.00 90 25 0 3 . 6 0 3 LI N I N G S E W E R P I P E 8 " LI N F T 24 0 3 $5 0 . 0 0 $1 2 0 , 1 5 0 . 0 0 $2 9 . 4 0 $7 0 , 6 4 8 . 2 0 $2 7 . 0 0 $64,881.00$32.00$76,896.00 91 25 0 3 . 6 0 3 LI N I N G S E W E R P I P E 1 0 " LI N F T 84 8 $5 5 . 0 0 $4 6 , 6 4 0 . 0 0 $3 3 . 7 5 $2 8 , 6 2 0 . 0 0 $3 1 . 0 0 $26,288.00$32.00$27,136.00 92 25 0 3 . 6 0 3 LI N I N G S E W E R P I P E 1 2 " LI N F T 92 $7 5 . 0 0 $6 , 9 0 0 . 0 0 $1 3 1 . 7 5 $1 2 , 1 2 1 . 0 0 $1 2 5 . 0 0 $11,500.00$100.00$9,200.00 93 25 0 3 . 6 0 3 6" P V C P I P E S E W E R - S D R 2 6 LI N F T 13 9 3 $2 3 . 0 0 $3 2 , 0 3 9 . 0 0 $1 9 . 1 5 $2 6 , 6 7 5 . 9 5 $4 3 . 0 0 $59,899.00$30.00$41,790.00 94 25 0 3 . 6 0 3 SA N I T A R Y S E W E R I N S P E C T I O N ( T E L E V I S I N G ) LI N F T 53 1 5 $1 . 5 0 $7 , 9 7 2 . 5 0 $0 . 7 5 $3 , 9 8 6 . 2 5 $1 . 2 5 $6,643.75$1.10$5,846.50 95 25 0 3 . 6 0 3 8" P V C P I P E S E W E R - S D R 3 5 LI N F T 59 3 $2 8 . 0 0 $1 6 , 6 0 4 . 0 0 $2 5 . 2 5 $1 4 , 9 7 3 . 2 5 $2 7 . 0 0 $16,011.00$26.00$15,418.00 96 25 0 3 . 6 0 3 10 " P V C P I P E S E W E R - S D R 3 5 LI N F T 13 9 9 $3 5 . 0 0 $4 8 , 9 6 5 . 0 0 $3 3 . 8 5 $4 7 , 3 5 6 . 1 5 $2 9 . 0 0 $40,571.00$40.00$55,960.00 97 25 0 3 . 6 0 3 12 " P V C P I P E S E W E R - S D R 3 5 LI N F T 31 9 $4 5 . 0 0 $1 4 , 3 5 5 . 0 0 $3 3 . 0 0 $1 0 , 5 2 7 . 0 0 $3 3 . 0 0 $10,527.00$37.00$11,803.00 98 25 0 6 . 5 1 6 CA S T I N G A S S E M B L Y ( S A N I T A R Y ) EA C H 10 $4 5 0 . 0 0 $4 , 5 0 0 . 0 0 $5 1 2 . 0 0 $5 , 1 2 0 . 0 0 $8 2 5 . 0 0 $8,250.00$380.00$3,800.00 99 25 0 6 . 5 2 2 AD J U S T F R A M E & R I N G C A S T I N G ( S A N I T A R Y ) EA C H 2 $3 5 0 . 0 0 $7 0 0 . 0 0 $3 2 5 . 0 0 $6 5 0 . 0 0 $5 6 0 . 0 0 $1,120.00$300.00$600.00 10 0 25 0 6 . 6 0 1 CO N S T R U C T L I F T S T A T I O N LU M P S U M 1 $1 2 0 , 0 0 0 . 0 0 $1 2 0 , 0 0 0 . 0 0 $1 4 0 , 8 9 5 . 0 0 $1 4 0 , 8 9 5 . 0 0 $1 0 0 , 0 0 0 . 0 0 $100,000.00$230,000.00$230,000.00 10 1 25 0 6 . 6 0 2 RE C O N S T R U C T S A N I T A R Y M A N H O L E S EA C H 4 $5 0 0 . 0 0 $2 , 0 0 0 . 0 0 $1 , 0 5 5 . 0 0 $4 , 2 2 0 . 0 0 $1 , 0 0 0 . 0 0 $4,000.00$1,500.00$6,000.00 10 2 25 0 6 . 6 0 3 CO N S T R U C T 1 0 " O U T S I D E D R O P LI N F T 5. 9 $2 9 0 . 0 0 $1 , 7 1 1 . 0 0 $4 4 0 . 2 5 $2 , 5 9 7 . 4 8 $7 5 0 . 0 0 $4,425.00$510.00$3,009.00 Page 36 Pr o j e c t : 0 1 4 9 4 - 3 4 - M O N T - 2 0 1 0 S t r e e t R e c o n s t r u c t i o n P r o j e c t En g i n e e r s E s t i m a t e Mi n g e r C o n s t r u c t i o n , I n c . J. R . F e r c h e , I n c . R. L. Larson Excavating, Inc. It e m N o . It e m Un i t s Qu a n t i t y Un i t P r i c e To t a l P r i c e Un i t P r i c e To t a l P r i c e Un i t P r i c e Total Price Unit Price Total Price 10 3 25 0 6 . 6 0 3 CO N S T 4 8 " D I A S A N S E W E R M A N H O L E LI N F T 96 . 8 5 $1 8 0 . 0 0 $1 7 , 4 3 3 . 0 0 $1 6 7 . 1 0 $1 6 , 1 8 3 . 6 4 $2 0 0 . 0 0 $19,370.00$280.00$27,118.00 10 4 25 7 3 . 5 0 2 SI L T F E N C E , T Y P E M A C H I N E S L I C E D LI N F T 16 6 $2 . 0 0 $3 3 2 . 0 0 $2 . 0 0 $3 3 2 . 0 0 $2 . 0 0 $332.00$2.00$332.00 10 5 25 7 5 . 5 0 5 SO D D I N G T Y P E S A L T R E S I S T A N T SQ Y D 16 5 $3 . 0 0 $4 9 5 . 0 0 $2 . 6 0 $4 2 9 . 0 0 $2 . 4 0 $396.00$2.50$412.50 To t a l S C H E D U L E B - S A N I T A R Y S E W E R I M P R O V E M EN T S ( R I V E R S T R E E T A N D S I D E S T R E E T S ) : $6 3 4 , 5 4 9 . 5 0 $5 3 5 , 0 8 1 . 8 2 $701,845.75 $698,001.00 SC H E D U L E C - W A T E R M A I N I M P R O V E M E N T S ( R I V E R S T R E E T A N D S I D E S T R E E T S ) 10 6 21 0 3 . 5 0 7 DI S C O N N E C T W A T E R S E R V I C E EA C H 17 $1 5 0 . 0 0 $2 , 5 5 0 . 0 0 $3 2 5 . 0 0 $5 , 5 2 5 . 0 0 $5 0 . 0 0 $850.00$750.00$12,750.00 10 7 21 0 4 . 5 0 1 RE M O V E W A T E R M A I N LI N F T 25 1 0 $1 0 . 0 0 $2 5 , 1 0 0 . 0 0 $6 . 1 5 $1 5 , 4 3 6 . 5 0 $2 . 0 0 $5,020.00$4.00$10,040.00 10 8 21 0 4 . 5 0 1 RE M O V E W A T E R S E R V I C E P I P E LI N F T 12 7 0 $3 . 7 5 $4 , 7 6 2 . 5 0 $4 . 9 5 $6 , 2 8 6 . 5 0 $2 . 0 0 $2,540.00$4.00$5,080.00 10 9 21 0 4 . 5 0 9 RE M O V E H Y D R A N T EA C H 6 $4 5 0 . 0 0 $2 , 7 0 0 . 0 0 $3 1 0 . 0 0 $1 , 8 6 0 . 0 0 $5 0 . 0 0 $300.00$800.00$4,800.00 11 0 21 0 4 . 5 0 9 RE M O V E C U R B S T O P & B O X EA C H 26 $1 2 5 . 0 0 $3 , 2 5 0 . 0 0 $7 5 . 0 0 $1 , 9 5 0 . 0 0 $5 0 . 0 0 $1,300.00$150.00$3,900.00 11 1 21 0 4 . 5 0 9 RE M O V E G A T E V A L V E & B O X EA C H 15 $2 0 0 . 0 0 $3 , 0 0 0 . 0 0 $7 5 . 0 0 $1 , 1 2 5 . 0 0 $5 0 . 0 0 $750.00$400.00$6,000.00 11 2 21 0 4 . 5 2 3 SA L V A G E G A T E V A L V E EA C H 2 $2 5 0 . 0 0 $5 0 0 . 0 0 $1 0 7 . 0 0 $2 1 4 . 0 0 $5 0 . 0 0 $100.00$750.00$1,500.00 11 3 21 0 4 . 5 2 3 SA L V A G E H Y D R A N T EA C H 1 $4 5 0 . 0 0 $4 5 0 . 0 0 $6 1 5 . 0 0 $6 1 5 . 0 0 $5 0 . 0 0 $50.00$750.00$750.00 11 4 24 5 1 . 6 0 1 GR A N U L A R F O U N D A T I O N A N D / O R B E D D I N G CU Y D 80 $1 0 . 0 0 $8 0 0 . 0 0 $3 5 . 5 0 $2 , 8 4 0 . 0 0 $3 0 . 0 0 $2,400.00$35.00$2,800.00 11 5 25 0 4 . 6 0 1 TE M P O R A R Y W A T E R S E R V I C E LU M P S U M 1 $7 , 5 0 0 . 0 0 $7 , 5 0 0 . 0 0 $1 9 , 2 7 5 . 0 0 $1 9 , 2 7 5 . 0 0 $7 , 5 0 0 . 0 0 $7,500.00$8,000.00$8,000.00 11 6 25 0 4 . 6 0 2 RE C O N N E C T W A T E R S E R V I C E EA C H 17 $3 5 0 . 0 0 $5 , 9 5 0 . 0 0 $2 3 0 . 0 0 $3 , 9 1 0 . 0 0 $5 0 0 . 0 0 $8,500.00$770.00$13,090.00 11 7 25 0 4 . 6 0 2 CO N N E C T T O E X I S T I N G W A T E R M A I N EA C H 15 $1 , 0 0 0 . 0 0 $1 5 , 0 0 0 . 0 0 $6 8 5 . 0 0 $1 0 , 2 7 5 . 0 0 $5 0 0 . 0 0 $7,500.00$800.00$12,000.00 11 8 25 0 4 . 6 0 2 IN S T A L L H Y D R A N T EA C H 8 $2 , 0 0 0 . 0 0 $1 6 , 0 0 0 . 0 0 $3 , 3 4 0 . 0 0 $2 6 , 7 2 0 . 0 0 $3 , 0 0 0 . 0 0 $24,000.00$3,100.00$24,800.00 11 9 25 0 4 . 6 0 2 AD J U S T V A L V E B O X EA C H 2 $5 0 0 . 0 0 $1 , 0 0 0 . 0 0 $2 0 5 . 0 0 $4 1 0 . 0 0 $1 5 0 . 0 0 $300.00$200.00$400.00 12 0 25 0 4 . 6 0 2 1" C O R P O R A T I O N S T O P EA C H 40 $1 5 0 . 0 0 $6 , 0 0 0 . 0 0 $1 5 2 . 0 0 $6 , 0 8 0 . 0 0 $2 5 0 . 0 0 $10,000.00$135.00$5,400.00 12 1 25 0 4 . 6 0 2 6" G A T E V A L V E A N D B O X EA C H 18 $1 , 0 0 0 . 0 0 $1 8 , 0 0 0 . 0 0 $1 , 6 4 0 . 0 0 $2 9 , 5 2 0 . 0 0 $1 , 1 0 0 . 0 0 $19,800.00$1,030.00$18,540.00 12 2 25 0 4 . 6 0 2 8" G A T E V A L V E A N D B O X EA C H 10 $1 , 3 0 0 . 0 0 $1 3 , 0 0 0 . 0 0 $1 , 3 8 4 . 5 4 $1 3 , 8 4 5 . 4 0 $1 , 4 5 3 . 0 0 $14,530.00$1,350.00$13,500.00 12 3 25 0 4 . 6 0 2 12 " X 8 " W E T T A P EA C H 1 $2 , 8 0 0 . 0 0 $2 , 8 0 0 . 0 0 $3 , 8 0 0 . 8 6 $3 , 8 0 0 . 8 6 $3 , 0 0 0 . 0 0 $3,000.00$3,050.00$3,050.00 12 4 25 0 4 . 6 0 2 1" C U R B S T O P & B O X EA C H 23 $2 2 5 . 0 0 $5 , 1 7 5 . 0 0 $2 2 0 . 0 0 $5 , 0 6 0 . 0 0 $2 5 0 . 0 0 $5,750.00$210.00$4,830.00 12 5 25 0 4 . 6 0 2 IN S T A L L S A L V A G E D H Y D R A N T EA C H 1 $5 0 0 . 0 0 $5 0 0 . 0 0 $8 5 5 . 0 0 $8 5 5 . 0 0 $1 , 0 0 0 . 0 0 $1,000.00$945.00$945.00 12 6 25 0 4 . 6 0 3 1" T Y P E K C O P P E R P I P E LI N F T 81 0 $2 3 . 0 0 $1 8 , 6 3 0 . 0 0 $1 9 . 3 0 $1 5 , 6 3 3 . 0 0 $4 5 . 0 0 $36,450.00$26.00$21,060.00 12 7 25 0 4 . 6 0 3 6" W A T E R M A I N D U C T I L E I R O N C L 5 2 LI N F T 19 9 $2 9 . 0 0 $5 , 7 7 1 . 0 0 $3 1 . 7 0 $6 , 3 0 8 . 3 0 $3 3 . 0 0 $6,567.00$28.00$5,572.00 12 8 25 0 4 . 6 0 3 8" W A T E R M A I N D U C T I L E I R O N C L 5 2 LI N F T 33 8 7 $3 2 . 0 0 $1 0 8 , 3 8 4 . 0 0 $3 4 . 3 0 $1 1 6 , 1 7 4 . 1 0 $3 9 . 0 0 $132,093.00$33.00$111,771.00 12 9 25 0 4 . 6 0 4 4" P O L Y S T Y R E N E I N S U L A T I O N SQ Y D 19 0 $2 8 . 0 0 $5 , 3 2 0 . 0 0 $2 0 . 9 0 $3 , 9 7 1 . 0 0 $2 1 . 0 0 $3,990.00$25.00$4,750.00 13 0 25 0 4 . 6 0 8 DU C T I L E I R O N F I T T I N G S PO U N D 45 9 0 $3 . 0 0 $1 3 , 7 7 0 . 0 0 $1 . 8 0 $8 , 2 6 2 . 0 0 $2 . 5 0 $11,475.00$3.00$13,770.00 To t a l S C H E D U L E C - W A T E R M A I N I M P R O V E M E N T S ( R I V E R S T R E E T A N D S I D E S T R E E T S ) : $2 8 5 , 9 1 2 . 5 0 $3 0 5 , 9 5 1 . 6 6 $305,765.00 $309,098.00 SC H E D U L E D - S T O R M S E W E R I M P R O V E M E N T S ( R I V E R S T R E E T A N D S I D E S T R E E T S ) 13 1 21 0 4 . 5 0 1 RE M O V E P I P E D R A I N LI N F T 23 0 $1 . 5 0 $3 4 5 . 0 0 $7 . 0 0 $1 , 6 1 0 . 0 0 $5 . 0 0 $1,150.00$6.00$1,380.00 13 2 21 0 4 . 5 0 1 RE M O V E S E W E R P I P E ( S T O R M ) LI N F T 99 0 $8 . 0 0 $7 , 9 2 0 . 0 0 $7 . 0 0 $6 , 9 3 0 . 0 0 $7 . 0 0 $6,930.00$4.00$3,960.00 13 3 21 0 4 . 5 0 9 RE M O V E P I P E A P R O N EA C H 1 $2 7 5 . 0 0 $2 7 5 . 0 0 $2 6 5 . 0 0 $2 6 5 . 0 0 $1 5 0 . 0 0 $150.00$200.00$200.00 Page 37 Pr o j e c t : 0 1 4 9 4 - 3 4 - M O N T - 2 0 1 0 S t r e e t R e c o n s t r u c t i o n P r o j e c t En g i n e e r s E s t i m a t e Mi n g e r C o n s t r u c t i o n , I n c . J. R . F e r c h e , I n c . R. L. Larson Excavating, Inc. It e m N o . It e m Un i t s Qu a n t i t y Un i t P r i c e To t a l P r i c e Un i t P r i c e To t a l P r i c e Un i t P r i c e Total Price Unit Price Total Price 13 4 21 0 4 . 5 0 9 RE M O V E M A N H O L E O R C A T C H B A S I N EA C H 21 $2 5 0 . 0 0 $5 , 2 5 0 . 0 0 $3 2 5 . 0 0 $6 , 8 2 5 . 0 0 $3 0 0 . 0 0 $6,300.00$200.00$4,200.00 13 5 21 0 4 . 5 0 9 RE M O V E C A S T I N G A S S E M B L Y EA C H 3 $8 0 . 0 0 $2 4 0 . 0 0 $4 5 . 0 0 $1 3 5 . 0 0 $5 0 . 0 0 $150.00$200.00$600.00 13 6 21 0 4 . 5 2 3 SA L V A G E A N D R E I N S T A L L C A T C H B A S I N EA C H 1 $1 , 5 0 0 . 0 0 $1 , 5 0 0 . 0 0 $6 7 5 . 0 0 $6 7 5 . 0 0 $1 , 2 0 0 . 0 0 $1,200.00$2,000.00$2,000.00 13 7 21 0 5 . 6 0 4 GE O T E X T I L E F A B R IC T Y P E I V SQ Y D 20 $2 . 0 0 $4 0 . 0 0 $1 . 1 5 $2 3 . 0 0 $2 . 0 0 $40.00$5.00$100.00 13 8 24 5 1 . 6 0 1 GR A N U L A R F O U N D A T I O N A N D / O R B E D D I N G CU Y D 23 0 $1 0 . 0 0 $2 , 3 0 0 . 0 0 $2 9 . 0 0 $6 , 6 7 0 . 0 0 $1 0 . 0 0 $2,300.00$35.00$8,050.00 13 9 25 0 1 . 5 1 5 15 " R C P I P E A P R O N EA C H 1 $4 5 0 . 0 0 $4 5 0 . 0 0 $9 3 0 . 0 0 $9 3 0 . 0 0 $3 0 0 . 0 0 $300.00$400.00$400.00 14 0 25 0 1 . 6 0 2 TR A S H G U A R D F O R 1 5 " P I P E A P R O N EA C H 1 $4 0 0 . 0 0 $4 0 0 . 0 0 $1 7 0 . 0 0 $1 7 0 . 0 0 $1 7 5 . 0 0 $175.00$300.00$300.00 14 1 25 0 1 . 6 0 2 TR A S H G U A R D F O R 3 6 " P I P E A P R O N EA C H 1 $8 0 0 . 0 0 $8 0 0 . 0 0 $5 5 5 . 0 0 $5 5 5 . 0 0 $4 5 0 . 0 0 $450.00$1,100.00$1,100.00 14 2 25 0 1 . 6 0 2 36 " R C P I P E A P R O N W / P I L I N G EA C H 1 $2 , 1 0 0 . 0 0 $2 , 1 0 0 . 0 0 $3 , 8 6 0 . 0 0 $3 , 8 6 0 . 0 0 $3 , 5 0 0 . 0 0 $3,500.00$4,500.00$4,500.00 14 3 25 0 2 . 5 4 1 6" P E R F P E P I P E D R A I N LI N F T 65 0 $1 0 . 0 0 $6 , 5 0 0 . 0 0 $1 1 . 3 0 $7 , 3 4 5 . 0 0 $5 . 0 0 $3,250.00$8.00$5,200.00 14 4 25 0 3 . 5 4 1 12 " R C P I P E S E W E R D E S I G N 3 0 0 6 C L A S S V LI N F T 10 2 $2 7 . 0 0 $2 , 7 5 4 . 0 0 $3 7 . 9 0 $3 , 8 6 5 . 8 0 $3 5 . 0 0 $3,570.00$32.00$3,264.00 14 5 25 0 3 . 5 4 1 15 " R C P I P E S E W E R D E S I G N 3 0 0 6 C L A S S V LI N F T 52 2 $2 8 . 0 0 $1 4 , 6 1 6 . 0 0 $2 8 . 4 0 $1 4 , 8 2 4 . 8 0 $3 7 . 0 0 $19,314.00$32.00$16,704.00 14 6 25 0 3 . 5 4 1 18 " R C P I P E S E W E R D E S I G N 3 0 0 6 C L A S S I I I LI N F T 92 $2 9 . 0 0 $2 , 6 6 8 . 0 0 $3 4 . 1 0 $3 , 1 3 7 . 2 0 $3 9 . 0 0 $3,588.00$34.00$3,128.00 14 7 25 0 3 . 5 4 1 24 " R C P I P E S E W E R D E S I G N 3 0 0 6 C L A S S I I I LI N F T 34 2 $3 9 . 0 0 $1 3 , 3 3 8 . 0 0 $4 1 . 0 5 $1 4 , 0 3 9 . 1 0 $4 2 . 0 0 $14,364.00$41.00$14,022.00 14 8 25 0 3 . 5 4 1 36 " R C P I P E S E W E R D E S I G N 3 0 0 6 C L A S S I I I LI N F T 90 $6 2 . 0 0 $5 , 5 8 0 . 0 0 $7 0 . 6 0 $6 , 3 5 4 . 0 0 $7 5 . 0 0 $6,750.00$65.00$5,850.00 14 9 25 0 3 . 5 7 3 RE P A I R S T O R M S E W E R EA C H 3 $1 , 2 0 0 . 0 0 $3 , 6 0 0 . 0 0 $7 8 5 . 0 0 $2 , 3 5 5 . 0 0 $9 0 0 . 0 0 $2,700.00$2,000.00$6,000.00 15 0 25 0 3 . 6 0 2 CO N N E C T T O E X I S T I N G S T O R M S E W E R EA C H 22 $5 0 0 . 0 0 $1 1 , 0 0 0 . 0 0 $6 1 0 . 0 0 $1 3 , 4 2 0 . 0 0 $4 0 0 . 0 0 $8,800.00$850.00$18,700.00 15 1 25 0 3 . 6 0 2 CO N S T R U C T I O N J O I N T EA C H 8 $6 5 0 . 0 0 $5 , 2 0 0 . 0 0 $7 8 5 . 0 0 $6 , 2 8 0 . 0 0 $4 5 0 . 0 0 $3,600.00$500.00$4,000.00 15 2 25 0 3 . 6 0 2 CO N N E C T I N T O E X I S T I N G D R A I N A G E S T R U C T U R E EA C H 11 $6 5 0 . 0 0 $7 , 1 5 0 . 0 0 $5 2 5 . 4 9 $5 , 7 8 0 . 3 9 $5 0 0 . 0 0 $5,500.00$850.00$9,350.00 15 3 25 0 3 . 6 0 3 ST O R M S E W E R I N S P E C T I O N ( T E L E V I S I N G ) LI N F T 10 5 8 $2 . 0 0 $2 , 1 1 6 . 0 0 $1 . 0 5 $1 , 1 1 0 . 9 0 $2 . 0 0 $2,116.00$1.25$1,322.50 15 4 25 0 6 . 5 0 1 CO N S T R U C T D R A I N A G E S T R U C T U R E D E S I G N G LI N F T 1 $3 5 0 . 0 0 $3 5 0 . 0 0 $1 , 1 1 5 . 0 0 $1 , 1 1 5 . 0 0 $6 9 0 . 0 0 $690.00$1,600.00$1,600.00 15 5 25 0 6 . 5 0 1 CO N S T R U C T D R A I N A G E S T R U C T U R E D E S I G N 4 8 - 4 0 2 0 LI N F T 84 . 1 4 $2 5 0 . 0 0 $2 1 , 0 3 5 . 0 0 $2 1 3 . 8 5 $1 7 , 9 9 3 . 3 4 $2 5 0 . 0 0 $21,035.00$200.00$16,828.00 15 6 25 0 6 . 5 0 1 CO N S T R U C T D R A I N A G E S T R U C T U R E D E S I G N 6 0 - 4 0 2 0 LI N F T 14 . 6 1 $4 4 0 . 0 0 $6 , 4 2 8 . 4 0 $3 0 2 . 5 5 $4 , 4 2 0 . 2 6 $3 5 0 . 0 0 $5,113.50$400.00$5,844.00 15 7 25 0 6 . 5 0 2 CO N S T R U C T D R A I N A G E S T R U C T U R E D E S I G N S P E C I A L 1 EA C H 11 $1 , 2 0 0 . 0 0 $1 3 , 2 0 0 . 0 0 $1 , 2 7 0 . 0 0 $1 3 , 9 7 0 . 0 0 $1 , 4 0 0 . 0 0 $15,400.00$1,700.00$18,700.00 15 8 25 0 6 . 5 1 6 CA S T I N G A S S E M B L Y ( S T O R M ) EA C H 13 $5 0 0 . 0 0 $6 , 5 0 0 . 0 0 $5 3 5 . 0 0 $6 , 9 5 5 . 0 0 $5 5 0 . 0 0 $7,150.00$500.00$6,500.00 15 9 25 0 6 . 5 2 2 AD J U S T F R A M E & R I N G C A S T I N G ( S T O R M ) EA C H 20 $4 5 0 . 0 0 $9 , 0 0 0 . 0 0 $2 5 5 . 0 0 $5 , 1 0 0 . 0 0 $5 6 0 . 0 0 $11,200.00$350.00$7,000.00 16 0 25 0 6 . 6 0 2 RE C O N S T R U C T D R A I N A G E S T R U C T U R E EA C H 1 $1 , 5 0 0 . 0 0 $1 , 5 0 0 . 0 0 $9 7 0 . 0 0 $9 7 0 . 0 0 $1 , 0 0 0 . 0 0 $1,000.00$1,000.00$1,000.00 16 1 25 1 1 . 5 0 1 RA N D O M R I P R A P C L A S S I V - G R O U T E D CU Y D 10 $1 3 5 . 0 0 $1 , 3 5 0 . 0 0 $1 3 7 . 3 5 $1 , 3 7 3 . 5 0 $1 7 5 . 0 0 $1,750.00$120.00$1,200.00 To t a l S C H E D U L E D - S T O R M S E W E R I M P R O V E M E N T S ( R I V E R S T R E E T A N D S I D E S T R E E T S ) : $1 5 5 , 5 0 5 . 4 0 $1 5 9 , 0 5 7 . 2 9 $159,535.50 $173,002.50 SC H E D U L E E - P R A I R I E R O A D I M P R O V E M E N T S 16 2 20 2 1 . 5 0 1 MO B I L I Z A T I O N LU M P S U M 1 $1 0 , 0 0 0 . 0 0 $1 0 , 0 0 0 . 0 0 $1 2 , 9 4 0 . 0 0 $1 2 , 9 4 0 . 0 0 $2 5 , 0 0 0 . 0 0 $25,000.00$30,000.00$30,000.00 16 3 21 0 3 . 5 0 5 DI S C O N N E C T S E W E R S E R V I C E EA C H 4 $1 0 0 . 0 0 $4 0 0 . 0 0 $4 5 . 0 0 $1 8 0 . 0 0 $2 5 . 0 0 $100.00$800.00$3,200.00 16 4 21 0 4 . 5 0 1 RE M O V E P I P E C U L V E R T S LI N F T 56 0 $9 . 0 0 $5 , 0 4 0 . 0 0 $6 . 2 5 $3 , 5 0 0 . 0 0 $5 . 0 0 $2,800.00$5.00$2,800.00 16 5 21 0 4 . 5 0 1 RE M O V E S E W E R P I P E ( S T O R M ) LI N F T 70 $8 . 0 0 $5 6 0 . 0 0 $6 . 5 5 $4 5 8 . 5 0 $7 . 0 0 $490.00$10.00$700.00 16 6 21 0 4 . 5 0 1 RE M O V E C U R B A N D G U T T E R LI N F T 10 0 $3 . 5 0 $3 5 0 . 0 0 $3 . 8 0 $3 8 0 . 0 0 $2 . 5 0 $250.00$1.50$150.00 Page 38 Pr o j e c t : 0 1 4 9 4 - 3 4 - M O N T - 2 0 1 0 S t r e e t R e c o n s t r u c t i o n P r o j e c t En g i n e e r s E s t i m a t e Mi n g e r C o n s t r u c t i o n , I n c . J. R . F e r c h e , I n c . R. L. Larson Excavating, Inc. It e m N o . It e m Un i t s Qu a n t i t y Un i t P r i c e To t a l P r i c e Un i t P r i c e To t a l P r i c e Un i t P r i c e Total Price Unit Price Total Price 16 7 21 0 4 . 5 0 1 RE M O V E S A N I T A R Y S E R V I C E P I P E LI N F T 10 5 $3 . 5 0 $3 6 7 . 5 0 $6 . 5 0 $6 8 2 . 5 0 $5 . 0 0 $525.00$10.00$1,050.00 16 8 21 0 4 . 5 0 5 RE M O V E C O N C R E T E D R I V E W A Y P A V E M E N T SQ Y D 90 $3 . 5 0 $3 1 5 . 0 0 $6 . 5 5 $5 8 9 . 5 0 $5 . 5 0 $495.00$6.00$540.00 16 9 21 0 4 . 5 0 5 RE M O V E B I T U M I N O U S D R I V E W A Y P A V E M E N T SQ Y D 58 5 $2 . 5 0 $1 , 4 6 2 . 5 0 $3 . 5 0 $2 , 0 4 7 . 5 0 $3 . 5 0 $2,047.50$3.00$1,755.00 17 0 21 0 4 . 5 0 5 RE M O V E B I T U M I N O U S P A V E M E N T SQ Y D 48 7 5 $3 . 0 0 $1 4 , 6 2 5 . 0 0 $1 . 3 0 $6 , 3 3 7 . 5 0 $2 . 0 0 $9,750.00$3.00$14,625.00 17 1 21 0 4 . 5 0 9 RE M O V E M A I L B O X S U P P O R T EA C H 16 $5 0 . 0 0 $8 0 0 . 0 0 $4 4 . 2 5 $7 0 8 . 0 0 $5 0 . 0 0 $800.00$25.00$400.00 17 2 21 0 4 . 5 0 9 RE M O V E M A I L B O X EA C H 16 $3 0 . 0 0 $4 8 0 . 0 0 $1 . 1 0 $1 7 . 6 0 $2 5 . 0 0 $400.00$20.00$320.00 17 3 21 0 4 . 5 1 1 SA W I N G C O N C R E T E P A V E M E N T ( F U L L D E P T H ) LI N F T 20 $5 . 0 0 $1 0 0 . 0 0 $3 . 4 5 $6 9 . 0 0 $8 . 0 0 $160.00$10.00$200.00 17 4 21 0 4 . 5 1 3 SA W I N G B I T U M I N O U S P A V E M E N T ( F U L L D E P T H ) LI N F T 40 0 $2 . 5 0 $1 , 0 0 0 . 0 0 $3 . 1 0 $1 , 2 4 0 . 0 0 $4 . 0 0 $1,600.00$3.00$1,200.00 17 5 21 0 4 . 5 2 3 SA L V A G E S I G N EA C H 13 $3 0 . 0 0 $3 9 0 . 0 0 $2 7 . 2 5 $3 5 4 . 2 5 $2 5 . 0 0 $325.00$25.00$325.00 17 6 21 0 5 . 5 0 1 CO M M O N E X C A V A T I O N CU Y D 85 5 0 $6 . 0 0 $5 1 , 3 0 0 . 0 0 $8 . 0 0 $6 8 , 4 0 0 . 0 0 $1 2 . 0 0 $102,600.00$8.00$68,400.00 17 7 21 0 5 . 5 0 7 SU B G R A D E E X C A V A T I O N ( E V ) CU Y D 50 0 $1 0 . 0 0 $5 , 0 0 0 . 0 0 $1 0 . 3 0 $5 , 1 5 0 . 0 0 $8 . 7 5 $4,375.00$6.00$3,000.00 17 8 21 0 5 . 5 2 2 SE L E C T G R A N U L A R B O R R O W ( C V ) CU Y D 55 2 0 $1 0 . 0 0 $5 5 , 2 0 0 . 0 0 $1 0 . 7 0 $5 9 , 0 6 4 . 0 0 $1 2 . 0 0 $66,240.00$20.00$110,400.00 17 9 21 0 5 . 6 0 4 GE O T E X T I L E F A B R IC T Y P E I V SQ Y D 18 $2 . 0 0 $3 6 . 0 0 $1 . 2 5 $2 2 . 5 0 $2 . 0 0 $36.00$20.00$360.00 18 0 21 1 2 . 5 0 1 SU B G R A D E P R E P A R A T I O N RO A D S T A 16 . 1 $2 5 0 . 0 0 $4 , 0 2 5 . 0 0 $4 5 0 . 0 0 $7 , 2 4 5 . 0 0 $2 0 0 . 0 0 $3,220.00$300.00$4,830.00 18 1 21 2 3 . 6 1 0 ST R E E T S W E E P E R ( W I T H P I C K U P B R O O M ) HO U R 20 $1 0 5 . 0 0 $2 , 1 0 0 . 0 0 $1 2 8 . 0 0 $2 , 5 6 0 . 0 0 $9 0 . 0 0 $1,800.00$125.00$2,500.00 18 2 21 3 0 . 5 0 1 WA T E R M G A L L O N S 25 $2 5 . 0 0 $6 2 5 . 0 0 $2 8 . 0 0 $7 0 0 . 0 0 $2 5 . 0 0 $625.00$30.00$750.00 18 3 22 1 1 . 5 0 1 AG G R E G A T E B A S E C L A S S 5 M O D TO N 22 5 0 $9 . 0 0 $2 0 , 2 5 0 . 0 0 $1 7 . 1 0 $3 8 , 4 7 5 . 0 0 $1 0 . 0 0 $22,500.00$12.00$27,000.00 18 4 23 5 7 . 5 0 2 BI T U M I N O U S M A T E R I A L F O R T A C K C O A T GA L L O N 30 0 $2 . 0 0 $6 0 0 . 0 0 $2 . 1 5 $6 4 5 . 0 0 $2 . 0 5 $615.00$2.50$750.00 18 5 23 6 0 . 5 0 1 TY P E S P 1 2 . 5 W E A R I N G C O U R S E M I X T U R E ( 2 , B ) TO N 71 5 $5 2 . 0 0 $3 7 , 1 8 0 . 0 0 $5 1 . 2 0 $3 6 , 6 0 8 . 0 0 $5 2 . 0 0 $37,180.00$52.00$37,180.00 18 6 23 6 0 . 5 0 2 TY P E S P 1 2 . 5 N O N W E A R I N G C O U R S E M I X T U R E ( 2 , B ) TO N 71 5 $5 0 . 0 0 $3 5 , 7 5 0 . 0 0 $5 4 . 3 5 $3 8 , 8 6 0 . 2 5 $5 0 . 0 0 $35,750.00$54.00$38,610.00 18 7 23 6 0 . 5 0 3 TY P E S P 9 . 5 W E A R I N G C O U R S E M I X ( 2 , B ) 1 . 5 " T H I C K SQ Y D 40 $8 . 0 0 $3 2 0 . 0 0 $1 8 . 2 0 $7 2 8 . 0 0 $8 . 4 5 $338.00$20.00$800.00 18 8 23 6 0 . 5 0 3 TY P E S P 9 . 5 N O N W E A R I N G C O U R S E M I X ( 2 , B ) 2 . 0 " T H I C K SQ Y D 55 $7 . 5 0 $4 1 2 . 5 0 $1 6 . 3 5 $8 9 9 . 2 5 $1 0 . 5 0 $577.50$22.00$1,210.00 18 9 25 0 1 . 5 1 5 15 " R C P I P E A P R O N EA C H 1 $4 5 0 . 0 0 $4 5 0 . 0 0 $9 3 0 . 0 0 $9 3 0 . 0 0 $2 8 5 . 0 0 $285.00$400.00$400.00 19 0 25 0 1 . 6 0 2 TR A S H G U A R D F O R 1 5 " P I P E A P R O N EA C H 1 $4 0 0 . 0 0 $4 0 0 . 0 0 $1 7 0 . 0 0 $1 7 0 . 0 0 $2 0 0 . 0 0 $200.00$300.00$300.00 19 1 25 0 1 . 6 0 2 TR A S H G U A R D F O R 3 6 " P I P E A P R O N EA C H 1 $8 0 0 . 0 0 $8 0 0 . 0 0 $5 5 5 . 0 0 $5 5 5 . 0 0 $4 8 0 . 0 0 $480.00$1,100.00$1,100.00 19 2 25 0 1 . 6 0 2 36 " R C P I P E A P R O N W / P I L I N G EA C H 1 $2 , 1 0 0 . 0 0 $2 , 1 0 0 . 0 0 $3 , 8 6 0 . 0 0 $3 , 8 6 0 . 0 0 $3 , 5 0 0 . 0 0 $3,500.00$4,500.00$4,500.00 19 3 25 0 2 . 5 4 1 6" P E R F P E P I P E D R A I N LI N F T 53 0 $5 . 0 0 $2 , 6 5 0 . 0 0 $1 1 . 5 5 $6 , 1 2 1 . 5 0 $5 . 0 0 $2,650.00$8.00$4,240.00 19 4 25 0 3 . 5 4 1 15 " R C P I P E S E W E R D E S I G N 3 0 0 6 C L A S S V LI N F T 80 9 $2 5 . 0 0 $2 0 , 2 2 5 . 0 0 $2 8 . 5 5 $2 3 , 0 9 6 . 9 5 $2 8 . 0 0 $22,652.00$30.00$24,270.00 19 5 25 0 3 . 5 4 1 18 " R C P I P E S E W E R D E S I G N 3 0 0 6 C L A S S I I I LI N F T 31 7 $2 9 . 0 0 $9 , 1 9 3 . 0 0 $3 0 . 8 5 $9 , 7 7 9 . 4 5 $2 9 . 0 0 $9,193.00$32.00$10,144.00 19 6 25 0 3 . 5 4 1 21 " R C P I P E S E W E R D E S I G N 3 0 0 6 C L A S S I I I LI N F T 23 0 $3 2 . 0 0 $7 , 3 6 0 . 0 0 $3 3 . 2 5 $7 , 6 4 7 . 5 0 $3 2 . 0 0 $7,360.00$35.00$8,050.00 19 7 25 0 3 . 5 4 1 24 " R C P I P E S E W E R D E S I G N 3 0 0 6 C L A S S I I I LI N F T 56 4 $3 9 . 0 0 $2 1 , 9 9 6 . 0 0 $3 5 . 5 5 $2 0 , 0 5 0 . 2 0 $3 4 . 0 0 $19,176.00$37.00$20,868.00 19 8 25 0 3 . 5 4 1 36 " R C P I P E S E W E R D E S I G N 3 0 0 6 C L A S S I I I LI N F T 26 $6 2 . 0 0 $1 , 6 1 2 . 0 0 $7 0 . 6 1 $1 , 8 3 5 . 8 6 $7 0 . 0 0 $1,820.00$85.00$2,210.00 19 9 25 0 3 . 6 0 2 CO N N E C T S E W E R S E R V I C E EA C H 4 $3 5 0 . 0 0 $1 , 4 0 0 . 0 0 $1 3 5 . 0 0 $5 4 0 . 0 0 $5 0 0 . 0 0 $2,000.00$800.00$3,200.00 20 0 25 0 3 . 6 0 2 CO N N E C T I N T O E X I S T I N G D R A I N A G E S T R U C T U R E EA C H 1 $6 5 0 . 0 0 $6 5 0 . 0 0 $6 8 0 . 0 0 $6 8 0 . 0 0 $4 0 0 . 0 0 $400.00$1,000.00$1,000.00 20 1 25 0 3 . 6 0 2 CH I M N E Y S E A L S EA C H 8 $1 5 0 . 0 0 $1 , 2 0 0 . 0 0 $3 7 5 . 0 0 $3 , 0 0 0 . 0 0 $1 5 0 . 0 0 $1,200.00$305.00$2,440.00 Page 39 Pr o j e c t : 0 1 4 9 4 - 3 4 - M O N T - 2 0 1 0 S t r e e t R e c o n s t r u c t i o n P r o j e c t En g i n e e r s E s t i m a t e Mi n g e r C o n s t r u c t i o n , I n c . J. R . F e r c h e , I n c . R. L. Larson Excavating, Inc. It e m N o . It e m Un i t s Qu a n t i t y Un i t P r i c e To t a l P r i c e Un i t P r i c e To t a l P r i c e Un i t P r i c e Total Price Unit Price Total Price 20 2 25 0 3 . 6 0 3 4" P V C P I P E S E W E R - S D R 2 6 LI N F T 10 5 $1 5 . 0 0 $1 , 5 7 5 . 0 0 $1 4 . 4 0 $1 , 5 1 2 . 0 0 $4 1 . 0 0 $4,305.00$22.00$2,310.00 20 3 25 0 3 . 6 0 3 ST O R M S E W E R I N S P E C T I O N ( T E L E V I S I N G ) LI N F T 19 4 6 $2 . 0 0 $3 , 8 9 2 . 0 0 $1 . 0 5 $2 , 0 4 3 . 3 0 $2 . 0 0 $3,892.00$1.25$2,432.50 20 4 25 0 4 . 6 0 2 AD J U S T V A L V E B O X EA C H 12 $5 0 0 . 0 0 $6 , 0 0 0 . 0 0 $1 7 5 . 0 0 $2 , 1 0 0 . 0 0 $3 0 0 . 0 0 $3,600.00$200.00$2,400.00 20 5 25 0 6 . 5 0 1 CO N S T R U C T D R A I N A G E S T R U C T U R E D E S I G N 4 8 - 4 0 2 0 LI N F T 81 . 4 2 $2 5 0 . 0 0 $2 0 , 3 5 5 . 0 0 $2 7 5 . 0 0 $2 2 , 3 9 0 . 5 0 $2 5 0 . 0 0 $20,355.00$300.00$24,426.00 20 6 25 0 6 . 5 0 1 CO N S T R U C T D R A I N A G E S T R U C T U R E D E S I G N 8 4 - 4 0 2 0 LI N F T 8. 0 4 $5 0 0 . 0 0 $4 , 0 2 0 . 0 0 $5 1 9 . 0 0 $4 , 1 7 2 . 7 6 $5 0 0 . 0 0 $4,020.00$660.00$5,306.40 20 7 25 0 6 . 5 0 2 CO N S T R U C T D R A I N A G E S T R U C T U R E D E S I G N S P E C I A L 1 EA C H 9 $1 , 2 0 0 . 0 0 $1 0 , 8 0 0 . 0 0 $1 , 4 3 0 . 0 0 $1 2 , 8 7 0 . 0 0 $1 , 3 6 0 . 0 0 $12,240.00$1,700.00$15,300.00 20 8 25 0 6 . 5 1 6 CA S T I N G A S S E M B L Y ( S T O R M ) EA C H 18 $5 0 0 . 0 0 $9 , 0 0 0 . 0 0 $5 3 5 . 0 0 $9 , 6 3 0 . 0 0 $5 5 0 . 0 0 $9,900.00$500.00$9,000.00 20 9 25 0 6 . 5 2 2 AD J U S T F R A M E & R I N G C A S T I N G ( S A N I T A R Y ) EA C H 5 $3 5 0 . 0 0 $1 , 7 5 0 . 0 0 $2 5 5 . 0 0 $1 , 2 7 5 . 0 0 $5 6 0 . 0 0 $2,800.00$350.00$1,750.00 21 0 25 0 6 . 5 2 2 AD J U S T F R A M E & R I N G C A S T I N G ( S T O R M ) EA C H 1 $3 5 0 . 0 0 $3 5 0 . 0 0 $2 5 5 . 0 0 $2 5 5 . 0 0 $5 6 0 . 0 0 $560.00$350.00$350.00 21 1 25 0 6 . 6 0 2 RE C O N S T R U C T S A N I T A R Y M A N H O L E S EA C H 3 $1 , 5 0 0 . 0 0 $4 , 5 0 0 . 0 0 $9 7 0 . 0 0 $2 , 9 1 0 . 0 0 $1 , 5 0 0 . 0 0 $4,500.00$1,500.00$4,500.00 21 2 25 1 1 . 6 0 9 FI E L D S T O N E R I P R A P C L A S S I V TO N 25 $6 5 . 0 0 $1 , 6 2 5 . 0 0 $6 4 . 0 0 $1 , 6 0 0 . 0 0 $6 5 . 0 0 $1,625.00$70.00$1,750.00 21 3 25 3 1 . 5 0 1 CO N C R E T E C U R B & G U T T E R D E S I G N B 6 1 8 LI N F T 30 9 0 $1 0 . 0 0 $3 0 , 9 0 0 . 0 0 $1 0 . 6 0 $3 2 , 7 5 4 . 0 0 $8 . 5 0 $26,265.00$8.75$27,037.50 21 4 25 3 1 . 5 0 7 6" C O N C R E T E D R I V E W A Y P A V E M E N T SQ Y D 52 $4 1 . 0 0 $2 , 1 3 2 . 0 0 $5 1 . 1 0 $2 , 6 5 7 . 2 0 $3 6 . 2 5 $1,885.00$40.00$2,080.00 21 5 25 3 1 . 5 0 7 6" C O N C R E T E D R I V E W A Y P A V E M E N T H E SQ Y D 20 8 $4 4 . 0 0 $9 , 1 5 2 . 0 0 $5 3 . 3 0 $1 1 , 0 8 6 . 4 0 $3 6 . 2 5 $7,540.00$40.00$8,320.00 21 6 25 4 0 . 6 0 2 IN S T A L L M A I L B O X S U P P O R T ( C L U S T E R ) EA C H 5 $3 5 0 . 0 0 $1 , 7 5 0 . 0 0 $2 4 5 . 0 0 $1 , 2 2 5 . 0 0 $1 5 0 . 0 0 $750.00$175.00$875.00 21 7 25 4 0 . 6 0 2 MA I L B O X EA C H 16 $5 0 . 0 0 $8 0 0 . 0 0 $6 1 . 0 0 $9 7 6 . 0 0 $2 0 . 0 0 $320.00$25.00$400.00 21 8 25 4 0 . 6 0 2 MA I L B O X ( T E M P O R A R Y ) EA C H 16 $2 0 . 0 0 $3 2 0 . 0 0 $3 2 . 0 0 $5 1 2 . 0 0 $2 5 . 0 0 $400.00$25.00$400.00 21 9 25 6 3 . 6 0 1 TR A F F I C C O N T R O L LU M P S U M 1 $2 , 5 0 0 . 0 0 $2 , 5 0 0 . 0 0 $1 , 1 0 0 . 0 0 $1 , 1 0 0 . 0 0 $1 , 5 0 0 . 0 0 $1,500.00$1,200.00$1,200.00 22 0 25 6 4 . 5 3 1 SI G N P A N E L S T Y P E C SQ F T 67 . 2 5 $3 2 . 0 0 $2 , 1 5 2 . 0 0 $3 5 . 4 0 $2 , 3 8 0 . 6 5 $3 2 . 5 0 $2,185.63$36.00$2,421.00 22 1 25 6 4 . 6 0 2 FU R N I S H & I N S T A L L S I G N P A N E L T Y P E D EA C H 8 $3 0 0 . 0 0 $2 , 4 0 0 . 0 0 $8 1 . 6 5 $6 5 3 . 2 0 $7 5 . 0 0 $600.00$100.00$800.00 22 2 25 6 5 . 6 0 3 4" N O N - M E T A L L I C C O N D U I T LI N F T 80 $4 . 0 0 $3 2 0 . 0 0 $3 . 0 0 $2 4 0 . 0 0 $2 . 7 5 $220.00$3.00$240.00 22 3 25 6 5 . 6 0 3 IN S T A L L 4 " N O N - M E T A L L I C C O N D U I T LI N F T 80 $2 . 5 0 $2 0 0 . 0 0 $6 . 1 0 $4 8 8 . 0 0 $5 . 6 0 $448.00$6.00$480.00 22 4 25 7 3 . 5 0 2 SI L T F E N C E , T Y P E M A C H I N E S L I C E D LI N F T 50 0 $2 . 0 0 $1 , 0 0 0 . 0 0 $2 . 0 0 $1 , 0 0 0 . 0 0 $2 . 0 0 $1,000.00$2.00$1,000.00 22 5 25 7 3 . 5 3 0 ST O R M D R A I N I N L E T P R O T E C T I O N EA C H 27 $2 2 5 . 0 0 $6 , 0 7 5 . 0 0 $1 1 0 . 0 0 $2 , 9 7 0 . 0 0 $3 5 0 . 0 0 $9,450.00$150.00$4,050.00 22 6 25 7 3 . 6 0 2 TE M P O R A R Y R O C K C O N S T R U C T I O N E N T R A N C E EA C H 6 $7 5 0 . 0 0 $4 , 5 0 0 . 0 0 $6 2 5 . 0 0 $3 , 7 5 0 . 0 0 $6 5 0 . 0 0 $3,900.00$600.00$3,600.00 22 7 25 7 3 . 6 0 3 BI O R O L L LI N F T 25 0 $6 . 5 0 $1 , 6 2 5 . 0 0 $3 . 9 5 $9 8 7 . 5 0 $3 . 6 5 $912.50$4.00$1,000.00 22 8 25 7 5 . 5 0 1 SE E D I N G AC R E 0. 1 $1 , 0 0 0 . 0 0 $1 0 0 . 0 0 $2 , 7 2 0 . 0 0 $2 7 2 . 0 0 $2 , 5 0 0 . 0 0 $250.00$3,000.00$300.00 22 9 25 7 5 . 5 0 5 SO D D I N G T Y P E S A L T R E S I S T A N T SQ Y D 52 5 0 $3 . 0 0 $1 5 , 7 5 0 . 0 0 $2 . 6 0 $1 3 , 6 5 0 . 0 0 $2 . 4 0 $12,600.00$2.50$13,125.00 23 0 25 7 5 . 5 2 3 ER O S I O N C O N T R O L B L A N K E T S C A T E G O R Y 3 SQ Y D 75 $3 . 0 0 $2 2 5 . 0 0 $1 . 1 5 $8 6 . 2 5 $1 . 0 5 $78.75$1.50$112.50 23 1 25 7 5 . 5 3 2 FE R T I L I Z E R T Y P E 2 PO U N D 21 7 $0 . 5 0 $1 0 8 . 5 0 $0 . 7 0 $1 5 1 . 9 0 $0 . 6 5 $141.05$1.00$217.00 23 2 25 7 5 . 5 6 0 HY D R A U L I C S O I L S T A B I L I Z E R T Y P E 5 PO U N D 27 2 0 $0 . 5 0 $1 , 3 6 0 . 0 0 $0 . 8 5 $2 , 3 1 2 . 0 0 $0 . 7 5 $2,040.00$0.80$2,176.00 23 3 25 7 5 . 6 0 8 BW S R S E E D M I X T U R E N O . W 4 PO U N D 7 $5 0 . 0 0 $3 5 0 . 0 0 $7 . 3 5 $5 1 . 4 5 $6 . 7 5 $47.25$8.00$56.00 To t a l S C H E D U L E E - P R A I R I E R O A D I M P R O V E M E N T S : $4 6 6 , 3 1 1 . 0 0 $5 0 7 , 1 8 9 . 9 2 $531,845.18 $575,191.90 SC H E D U L E F - A L T E R N A T E N O . 1 ( W A L N U T S T R E E T C O N N E C T I O N ) 23 4 20 2 1 . 5 0 1 MO B I L I Z A T I O N LU M P S U M 1 $2 , 4 0 0 . 0 0 $2 , 4 0 0 . 0 0 $2 , 3 7 0 . 0 0 $2 , 3 7 0 . 0 0 $2 , 5 0 0 . 0 0 $2,500.00$5,000.00$5,000.00 Page 40 Pr o j e c t : 0 1 4 9 4 - 3 4 - M O N T - 2 0 1 0 S t r e e t R e c o n s t r u c t i o n P r o j e c t En g i n e e r s E s t i m a t e Mi n g e r C o n s t r u c t i o n , I n c . J. R . F e r c h e , I n c . R. L. Larson Excavating, Inc. It e m N o . It e m Un i t s Qu a n t i t y Un i t P r i c e To t a l P r i c e Un i t P r i c e To t a l P r i c e Un i t P r i c e Total Price Unit Price Total Price 23 5 21 0 4 . 5 0 1 RE M O V E S E W E R P I P E ( S T O R M ) LI N F T 60 $8 . 0 0 $4 8 0 . 0 0 $6 . 7 5 $4 0 5 . 0 0 $7 . 0 0 $420.00$10.00$600.00 23 6 21 0 4 . 5 0 1 RE M O V E C U R B A N D G U T T E R LI N F T 34 0 $2 . 5 0 $8 5 0 . 0 0 $3 . 9 0 $1 , 3 2 6 . 0 0 $2 . 0 0 $680.00$1.50$510.00 23 7 21 0 4 . 5 0 3 RE M O V E C O N C R E T E W A L K SQ F T 52 0 $1 . 0 0 $5 2 0 . 0 0 $0 . 9 5 $4 9 4 . 0 0 $0 . 5 0 $260.00$0.50$260.00 23 8 21 0 4 . 5 0 9 RE M O V E M A N H O L E O R C A T C H B A S I N EA C H 2 $2 5 0 . 0 0 $5 0 0 . 0 0 $2 2 0 . 0 0 $4 4 0 . 0 0 $2 0 0 . 0 0 $400.00$200.00$400.00 23 9 21 0 5 . 5 0 1 CO M M O N E X C A V A T I O N CU Y D 29 6 0 $8 . 0 0 $2 3 , 6 8 0 . 0 0 $9 . 9 5 $2 9 , 4 5 2 . 0 0 $1 0 . 9 5 $32,412.00$12.00$35,520.00 24 0 21 0 5 . 5 2 5 TO P S O I L B O R R O W ( C V ) CU Y D 10 0 $2 0 . 0 0 $2 , 0 0 0 . 0 0 $1 7 . 8 0 $1 , 7 8 0 . 0 0 $1 8 . 0 0 $1,800.00$24.00$2,400.00 24 1 25 0 3 . 5 4 1 15 " R C P I P E S E W E R D E S I G N 3 0 0 6 C L A S S V LI N F T 99 $2 5 . 0 0 $2 , 4 7 5 . 0 0 $3 3 . 8 0 $3 , 3 4 6 . 2 0 $4 1 . 0 0 $4,059.00$34.00$3,366.00 24 2 25 0 6 . 5 0 1 CO N S T R U C T D R A I N A G E S T R U C T U R E D E S I G N 4 8 - 4 0 2 0 LI N F T 14 . 7 2 $2 5 0 . 0 0 $3 , 6 8 0 . 0 0 $2 7 2 . 3 0 $4 , 0 0 8 . 2 6 $2 0 0 . 0 0 $2,944.00$350.00$5,152.00 24 3 25 0 6 . 5 0 2 CO N S T R U C T D R A I N A G E S T R U C T U R E D E S I G N S P E C I A L 1 EA C H 1 $1 , 2 0 0 . 0 0 $1 , 2 0 0 . 0 0 $1 , 2 9 5 . 0 0 $1 , 2 9 5 . 0 0 $1 , 3 6 0 . 0 0 $1,360.00$1,700.00$1,700.00 24 4 25 0 6 . 5 1 6 CA S T I N G A S S E M B L Y ( S T O R M ) EA C H 4 $5 0 0 . 0 0 $2 , 0 0 0 . 0 0 $4 8 0 . 0 0 $1 , 9 2 0 . 0 0 $5 5 0 . 0 0 $2,200.00$500.00$2,000.00 24 5 25 0 6 . 6 0 2 CO N N E C T I N T O E X I S T I N G D R A I N A G E S T R U C T U R E EA C H 1 $6 5 0 . 0 0 $6 5 0 . 0 0 $4 7 5 . 0 0 $4 7 5 . 0 0 $5 0 0 . 0 0 $500.00$1,000.00$1,000.00 24 6 25 2 1 . 5 0 1 4" C O N C R E T E W A L K SQ F T 52 0 $3 . 0 0 $1 , 5 6 0 . 0 0 $3 . 1 5 $1 , 6 3 8 . 0 0 $3 . 0 0 $1,560.00$3.50$1,820.00 24 7 25 3 1 . 5 0 1 CO N C R E T E C U R B & G U T T E R D E S I G N B 6 1 8 LI N F T 34 0 $1 0 . 0 0 $3 , 4 0 0 . 0 0 $1 0 . 6 0 $3 , 6 0 4 . 0 0 $1 5 . 0 0 $5,100.00$16.00$5,440.00 24 8 25 6 4 . 5 3 1 SI G N P A N E L S T Y P E C SQ F T 6. 2 5 $3 2 . 0 0 $2 0 0 . 0 0 $3 9 . 7 5 $2 4 8 . 4 4 $3 6 . 5 0 $228.13$40.00$250.00 24 9 25 6 4 . 6 0 2 FU R N I S H & I N S T A L L S I G N P A N E L T Y P E D EA C H 1 $3 0 0 . 0 0 $3 0 0 . 0 0 $1 6 5 . 0 0 $1 6 5 . 0 0 $1 5 0 . 0 0 $150.00$200.00$200.00 25 0 25 7 3 . 5 3 0 ST O R M D R A I N I N L E T P R O T E C T I O N EA C H 5 $2 2 5 . 0 0 $1 , 1 2 5 . 0 0 $1 1 0 . 0 0 $5 5 0 . 0 0 $3 5 0 . 0 0 $1,750.00$150.00$750.00 25 1 25 7 5 . 5 0 5 SO D D I N G T Y P E S A L T R E S I S T A N T SQ Y D 82 0 $3 . 0 0 $2 , 4 6 0 . 0 0 $2 . 6 0 $2 , 1 3 2 . 0 0 $2 . 4 0 $1,968.00$2.50$2,050.00 25 2 25 7 5 . 5 3 2 FE R T I L I Z E R T Y P E 2 PO U N D 30 $0 . 5 0 $1 5 . 0 0 $0 . 7 0 $2 1 . 0 0 $0 . 6 5 $19.50$1.00$30.00 25 3 25 7 5 . 5 6 0 HY D R A U L I C S O I L S T A B I L I Z E R T Y P E 5 PO U N D 42 0 $0 . 5 0 $2 1 0 . 0 0 $0 . 8 5 $3 5 7 . 0 0 $0 . 7 5 $315.00$0.80$336.00 25 4 25 8 2 . 5 0 2 12 " S O L I D L I N E W H I T E - E P O X Y LI N F T 12 $0 . 9 0 $1 0 . 8 0 $1 1 . 1 5 $1 3 3 . 8 0 $5 . 5 0 $66.00$6.00$72.00 To t a l S C H E D U L E F - A L T E R N A T E N O . 1 ( W A L N U T S T R E E T C O N N E C T I O N ) : $4 9 , 7 1 5 . 8 0 $5 6 , 1 6 0 . 7 0 $60,691.63 $68,856.00 SC H E D U L E G - A L T E R N A T E N O . 2 ( T H I R D S T R E E T P A R K I N G L O T ) 25 5 20 2 1 . 5 0 1 MO B I L I Z A T I O N LU M P S U M 1 $3 , 6 0 0 . 0 0 $3 , 6 0 0 . 0 0 $2 , 9 7 5 . 0 0 $2 , 9 7 5 . 0 0 $4 , 5 0 0 . 0 0 $4,500.00$2,500.00$2,500.00 25 6 21 0 4 . 5 0 1 RE M O V E C U R B A N D G U T T E R LI N F T 41 0 $2 . 5 0 $1 , 0 2 5 . 0 0 $3 . 9 0 $1 , 5 9 9 . 0 0 $2 . 0 0 $820.00$1.50$615.00 25 7 21 0 4 . 5 0 5 RE M O V E B I T U M I N O U S P A V E M E N T SQ Y D 33 3 0 $4 . 0 0 $1 3 , 3 2 0 . 0 0 $1 . 7 5 $5 , 8 2 7 . 5 0 $3 . 5 0 $11,655.00$3.00$9,990.00 25 8 21 0 5 . 5 0 1 CO M M O N E X C A V A T I O N CU Y D 80 $8 . 0 0 $6 4 0 . 0 0 $1 5 . 0 0 $1 , 2 0 0 . 0 0 $3 8 . 2 5 $3,060.00$20.00$1,600.00 25 9 21 0 5 . 5 0 7 SU B G R A D E E X C A V A T I O N ( E V ) CU Y D 10 $9 . 5 0 $9 5 . 0 0 $1 7 . 0 0 $1 7 0 . 0 0 $1 5 . 0 0 $150.00$10.00$100.00 26 0 21 1 2 . 6 0 4 SU B G R A D E P R E P A R A T I O N SQ Y D 33 3 0 $1 . 5 0 $4 , 9 9 5 . 0 0 $0 . 6 0 $1 , 9 9 8 . 0 0 $0 . 6 0 $1,998.00$1.00$3,330.00 26 1 21 2 3 . 6 1 0 ST R E E T S W E E P E R ( W I T H P I C K U P B R O O M ) HO U R 4 $1 0 5 . 0 0 $4 2 0 . 0 0 $1 2 8 . 0 0 $5 1 2 . 0 0 $9 5 . 0 0 $380.00$125.00$500.00 26 2 22 1 1 . 5 0 1 AG G R E G A T E B A S E C L A S S 5 M O D TO N 26 0 $9 . 0 0 $2 , 3 4 0 . 0 0 $2 2 . 0 0 $5 , 7 2 0 . 0 0 $1 3 . 0 0 $3,380.00$12.00$3,120.00 26 3 23 5 7 . 5 0 2 BI T U M I N O U S M A T E R I A L F O R T A C K C O A T GA L L O N 17 0 $2 . 0 0 $3 4 0 . 0 0 $2 . 1 5 $3 6 5 . 5 0 $2 . 3 0 $391.00$2.50$425.00 26 4 23 6 0 . 5 0 1 TY P E S P 1 2 . 5 W E A R I N G C O U R S E M I X T U R E ( 2 , B ) TO N 32 0 $5 2 . 0 0 $1 6 , 6 4 0 . 0 0 $5 3 . 6 5 $1 7 , 1 6 8 . 0 0 $5 2 . 0 0 $16,640.00$52.00$16,640.00 26 5 23 6 0 . 5 0 2 TY P E S P 1 2 . 5 N O N W E A R I N G C O U R S E M I X T U R E ( 2 , B ) TO N 42 0 $5 0 . 0 0 $2 1 , 0 0 0 . 0 0 $5 6 . 1 5 $2 3 , 5 8 3 . 0 0 $5 2 . 0 0 $21,840.00$54.00$22,680.00 26 6 25 3 1 . 5 0 1 CO N C R E T E C U R B & G U T T E R D E S I G N B 6 1 2 LI N F T 41 0 $9 . 5 0 $3 , 8 9 5 . 0 0 $1 4 . 9 5 $6 , 1 2 9 . 5 0 $1 4 . 5 0 $5,945.00$16.00$6,560.00 26 7 25 3 1 . 5 0 7 6" C O N C R E T E D R I V E W A Y P A V E M E N T SQ Y D 50 $4 1 . 0 0 $2 , 0 5 0 . 0 0 $5 1 . 3 5 $2 , 5 6 7 . 5 0 $3 4 . 0 0 $1,700.00$40.00$2,000.00 Page 41 Pr o j e c t : 0 1 4 9 4 - 3 4 - M O N T - 2 0 1 0 S t r e e t R e c o n s t r u c t i o n P r o j e c t En g i n e e r s E s t i m a t e Mi n g e r C o n s t r u c t i o n , I n c . J. R . F e r c h e , I n c . R. L. Larson Excavating, Inc. It e m N o . It e m Un i t s Qu a n t i t y Un i t P r i c e To t a l P r i c e Un i t P r i c e To t a l P r i c e Un i t P r i c e Total Price Unit Price Total Price 26 8 25 6 3 . 6 0 1 TR A F F I C C O N T R O L LU M P S U M 1 $1 , 0 0 0 . 0 0 $1 , 0 0 0 . 0 0 $1 , 1 0 0 . 0 0 $1 , 1 0 0 . 0 0 $500.00$500.00$200.00$200.00 26 9 25 7 3 . 5 3 0 ST O R M D R A I N I N L E T P R O T E C T I O N EA C H 3 $2 2 5 . 0 0 $6 7 5 . 0 0 $1 1 0 . 0 0 $3 3 0 . 0 0 $350.00$1,050.00$150.00$450.00 27 0 25 8 2 . 5 0 2 4" S O L I D L I N E W H I T E - E P O X Y LI N F T 20 5 6 $1 . 0 0 $2 , 0 5 6 . 0 0 $1 . 8 0 $3 , 7 0 0 . 8 0 $0.90$1,850.40$1.00$2,056.00 To t a l S C H E D U L E G - A L T E R N A T E N O . 2 ( T H I R D S T R E E T P A R K I N G L O T ) : $7 4 , 0 9 1 . 0 0 $7 4 , 9 4 5 . 8 0 $75,859.40 $72,766.00 SC H E D U L E H - A L T E R N A T E N O . 3 ( L I F T S T A T I O N I M P R O V E M E N T S ) 27 1 20 2 1 . 5 0 1 MO B I L I Z A T I O N LU M P S U M 1 $3 , 5 0 0 . 0 0 $3 , 5 0 0 . 0 0 $2 , 0 3 5 . 0 0 $2 , 0 3 5 . 0 0 $1 1 0 , 0 0 0 . 0 0 $110,000.00$5,000.00$5,000.00 27 2 21 0 4 . 5 0 1 RE M O V E S E W E R P I P E ( S A N I T A R Y ) LI N F T 22 $8 . 0 0 $1 7 6 . 0 0 $8 . 0 0 $1 7 6 . 0 0 $20.00$440.00$10.00$220.00 27 3 21 0 4 . 5 0 1 RE M O V E C U R B A N D G U T T E R LI N F T 35 $3 . 5 0 $1 2 2 . 5 0 $6 . 5 0 $2 2 7 . 5 0 $2.00$70.00$3.00$105.00 27 4 21 0 4 . 5 0 5 RE M O V E B I T U M I N O U S D R I V E W A Y P A V E M E N T SQ Y D 36 $2 . 5 0 $9 0 . 0 0 $5 . 9 0 $2 1 2 . 4 0 $4.00$144.00$6.00$216.00 27 5 21 0 4 . 5 0 5 RE M O V E B I T U M I N O U S P A V E M E N T SQ Y D 40 $2 . 5 0 $1 0 0 . 0 0 $5 . 9 0 $2 3 6 . 0 0 $3.50$140.00$3.00$120.00 27 6 21 0 4 . 5 1 3 SA W I N G B I T U M I N O U S P A V E M E N T ( F U L L D E P T H ) LI N F T 36 $2 . 5 0 $9 0 . 0 0 $3 . 4 5 $1 2 4 . 2 0 $3.50$126.00$6.00$216.00 27 7 21 0 5 . 5 2 2 SE L E C T G R A N U L A R B O R R O W ( C V ) CU Y D 19 5 $1 0 . 0 0 $1 , 9 5 0 . 0 0 $1 1 . 2 5 $2 , 1 9 3 . 7 5 $11.60$2,262.00$20.00$3,900.00 27 8 21 0 5 . 6 0 1 DE W A T E R I N G LU M P S U M 1 $1 0 , 0 0 0 . 0 0 $1 0 , 0 0 0 . 0 0 $1 0 , 2 9 5 . 0 0 $1 0 , 2 9 5 . 0 0 $1 5 , 0 0 0 . 0 0 $15,000.00$0.01$0.01 27 9 22 1 1 . 5 0 1 AG G R E G A T E B A S E C L A S S 5 M O D TO N 20 $9 . 0 0 $1 8 0 . 0 0 $2 4 . 2 5 $4 8 5 . 0 0 $20.00$400.00$20.00$400.00 28 0 23 6 0 . 5 0 1 TY P E S P 1 2 . 5 W E A R I N G C O U R S E M I X T U R E ( 2 , B ) TO N 3. 8 $5 2 . 0 0 $1 9 7 . 6 0 $1 0 6 . 6 5 $4 0 5 . 2 7 $112.00$425.60$100.00$380.00 28 1 23 6 0 . 5 0 2 TY P E S P 1 2 . 5 N O N W E A R I N G C O U R S E M I X T U R E ( 2 , B ) TO N 5 $5 0 . 0 0 $2 5 0 . 0 0 $9 2 . 4 5 $4 6 2 . 2 5 $112.00$560.00$100.00$500.00 28 2 23 6 0 . 5 0 3 TY P E S P 9 . 5 W E A R I N G C O U R S E M I X ( 2 , B ) 1 . 5 " T H I C K SQ Y D 3. 4 $8 . 0 0 $2 7 . 2 0 $5 0 . 6 0 $1 7 2 . 0 4 $13.95$47.43$100.00$340.00 28 3 23 6 0 . 5 0 3 TY P E S P 9 . 5 N O N W E A R I N G C O U R S E M I X ( 2 , B ) 2 . 0 " T H I C K SQ Y D 3. 4 $1 0 . 0 0 $3 4 . 0 0 $6 5 . 7 5 $2 2 3 . 5 5 $21.75$73.95$100.00$340.00 28 4 24 3 3 . 5 0 1 RE M O V E E X I S T I N G W E T W E L L S T R U C T U R E LU M P S U M 1 $1 9 , 0 0 0 . 0 0 $1 9 , 0 0 0 . 0 0 $1 0 5 , 2 5 0 . 0 0 $1 0 5 , 2 5 0 . 0 0 $2 5 , 0 0 0 . 0 0 $25,000.00$20,000.00$20,000.00 28 5 25 0 3 . 5 1 1 16 " D U C T I L E I R O N P I P E S E W E R C L 5 2 LI N F T 10 $1 0 0 . 0 0 $1 , 0 0 0 . 0 0 $9 4 . 5 5 $9 4 5 . 5 0 $210.00$2,100.00$225.00$2,250.00 28 6 25 0 3 . 5 1 1 6" D U C T I L E I R O N P I P E S E W E R C L 5 2 LI N F T 12 $4 0 . 0 0 $4 8 0 . 0 0 $4 3 . 8 5 $5 2 6 . 2 0 $103.00$1,236.00$105.00$1,260.00 28 7 25 0 6 . 6 0 3 CO N S T R U C T 1 2 0 " D I A S A N I T A R Y S E W E R M A N H O L E ( W E T W E L L ) LI N F T 26 $2 , 8 8 4 . 0 0 $7 4 , 9 8 4 . 0 0 $1 , 5 0 9 . 7 5 $3 9 , 2 5 3 . 5 0 $7 , 5 0 0 . 0 0 $195,000.00$13,500.00$351,000.00 28 8 25 3 1 . 5 0 1 CO N C R E T E C U R B & G U T T E R D E S I G N B 6 1 8 LI N F T 35 $1 0 . 0 0 $3 5 0 . 0 0 $1 7 . 9 5 $6 2 8 . 2 5 $15.00$525.00$16.00$560.00 28 9 25 7 5 . 5 0 5 SO D D I N G T Y P E S A L T R E S I S T A N T SQ Y D 16 5 $3 . 0 0 $4 9 5 . 0 0 $2 . 6 0 $4 2 9 . 0 0 $2.40$396.00$2.50$412.50 To t a l S C H E D U L E H - A L T E R N A T E N O . 3 ( L I F T S T A T I O N I M P R O V E M E N T S ) : $1 1 3 , 0 2 6 . 3 0 $1 6 4 , 2 8 0 . 4 1 $353,945.98 $387,219.51 SC H E D U L E I - A L T E R N A T E N O . 4 ( W A L N U T S T R E E T N O R T H O F R I V E R S T R E E T ) 29 0 20 2 1 . 5 0 1 MO B I L I Z A T I O N LU M P S U M 1 $1 , 1 0 0 . 0 0 $1 , 1 0 0 . 0 0 $1 , 6 6 0 . 0 0 $1 , 6 6 0 . 0 0 $5 , 0 0 0 . 0 0 $5,000.00$2,500.00$2,500.00 29 1 21 0 4 . 5 0 1 RE M O V E C U R B A N D G U T T E R LI N F T 80 $3 . 5 0 $2 8 0 . 0 0 $7 . 4 5 $5 9 6 . 0 0 $2.00$160.00$1.50$120.00 29 2 21 0 5 . 5 0 1 CO M M O N E X C A V A T I O N CU Y D 43 0 $6 . 0 0 $2 , 5 8 0 . 0 0 $1 4 . 4 5 $6 , 2 1 3 . 5 0 $14.75$6,342.50$20.00$8,600.00 29 3 21 0 5 . 5 0 7 SU B G R A D E E X C A V A T I O N ( E V ) CU Y D 50 $1 0 . 0 0 $5 0 0 . 0 0 $1 8 . 8 5 $9 4 2 . 5 0 $8.00$400.00$10.00$500.00 29 4 21 1 2 . 5 0 1 SU B G R A D E P R E P A R A T I O N RO A D S T A 3. 7 $2 5 0 . 0 0 $9 2 5 . 0 0 $3 3 5 . 0 0 $1 , 2 3 9 . 5 0 $200.00$740.00$300.00$1,110.00 29 5 22 1 1 . 5 0 1 AG G R E G A T E B A S E C L A S S 5 M O D TO N 35 0 $9 . 0 0 $3 , 1 5 0 . 0 0 $1 9 . 7 0 $6 , 8 9 5 . 0 0 $13.00$4,550.00$12.00$4,200.00 29 6 23 3 1 . 6 0 4 BI T U M I N O U S P A V E M E N T R E C L A M A T I O N SQ Y D 96 0 $2 . 5 0 $2 , 4 0 0 . 0 0 $2 . 1 0 $2 , 0 1 6 . 0 0 $3.10$2,976.00$8.00$7,680.00 29 7 23 5 7 . 5 0 2 BI T U M I N O U S M A T E R I A L F O R T A C K C O A T GA L L O N 50 $2 . 0 0 $1 0 0 . 0 0 $2 . 1 5 $1 0 7 . 5 0 $3.80$190.00$2.50$125.00 29 8 23 6 0 . 5 0 1 TY P E S P 1 2 . 5 W E A R I N G C O U R S E M I X T U R E ( 2 , B ) TO N 90 $5 2 . 0 0 $4 , 6 8 0 . 0 0 $6 0 . 3 0 $5 , 4 2 7 . 0 0 $56.00$5,040.00$60.00$5,400.00 Page 42 Pr o j e c t : 0 1 4 9 4 - 3 4 - M O N T - 2 0 1 0 S t r e e t R e c o n s t r u c t i o n P r o j e c t En g i n e e r s E s t i m a t e Mi n g e r C o n s t r u c t i o n , I n c . J. R . F e r c h e , I n c . R. L. Larson Excavating, Inc. It e m N o . It e m Un i t s Qu a n t i t y Un i t P r i c e To t a l P r i c e Un i t P r i c e To t a l P r i c e Un i t P r i c e Total Price Unit Price Total Price 29 9 23 6 0 . 5 0 2 TY P E S P 1 2 . 5 N O N W E A R I N G C O U R S E M I X T U R E ( 2 , B ) TO N 12 0 $5 0 . 0 0 $6 , 0 0 0 . 0 0 $5 9 . 6 5 $7 , 1 5 8 . 0 0 $4 9 . 0 0 $5,880.00$60.00$7,200.00 30 0 25 3 1 . 5 0 1 CO N C R E T E C U R B & G U T T E R D E S I G N B 6 1 8 LI N F T 80 $1 0 . 0 0 $8 0 0 . 0 0 $1 7 . 9 5 $1 , 4 3 6 . 0 0 $1 5 . 0 0 $1,200.00$16.00$1,280.00 30 1 25 7 3 . 5 3 0 ST O R M D R A I N I N L E T P R O T E C T I O N EA C H 2 $2 2 5 . 0 0 $4 5 0 . 0 0 $1 1 0 . 0 0 $2 2 0 . 0 0 $3 5 0 . 0 0 $700.00$150.00$300.00 To t a l S C H E D U L E I - A L T E R N A T E N O . 4 ( W A L NU T S T R E E T N O R T H O F R I V E R S T R E E T ) : $2 2 , 9 6 5 . 0 0 $3 3 , 9 1 1 . 0 0 $33,178.50 $39,015.00 SC H E D U L E J - A L T E R N A T E N O . 5 ( P A R W E S T P A R K I N G L O T I M P R O V E M E N T S ) 30 2 20 2 1 . 5 0 1 MO B I L I Z A T I O N LU M P S U M 1 $9 0 0 . 0 0 $9 0 0 . 0 0 $1 , 0 1 5 . 0 0 $1 , 0 1 5 . 0 0 $5 , 0 0 0 . 0 0 $5,000.00$5,000.00$5,000.00 30 3 21 0 4 . 5 0 1 RE M O V E C U R B A N D G U T T E R LI N F T 45 $2 . 5 0 $1 1 2 . 5 0 $7 . 4 5 $3 3 5 . 2 5 $2 . 0 0 $90.00$1.50$67.50 30 4 21 0 4 . 5 0 5 RE M O V E B I T U M I N O U S P A V E M E N T SQ Y D 42 5 $3 . 0 0 $1 , 2 7 5 . 0 0 $3 . 4 0 $1 , 4 4 5 . 0 0 $5 . 0 0 $2,125.00$3.00$1,275.00 30 5 21 0 4 . 5 1 3 SA W I N G B I T U M I N O U S P A V E M E N T ( F U L L D E P T H ) LI N F T 45 $3 . 0 0 $1 3 5 . 0 0 $3 . 4 5 $1 5 5 . 2 5 $6 . 0 0 $270.00$6.00$270.00 30 6 21 0 5 . 5 0 1 CO M M O N E X C A V A T I O N CU Y D 20 0 $6 . 0 0 $1 , 2 0 0 . 0 0 $1 8 . 7 5 $3 , 7 5 0 . 0 0 $4 5 . 0 0 $9,000.00$20.00$4,000.00 30 7 22 1 1 . 5 0 1 AG G R E G A T E B A S E C L A S S 5 M O D TO N 27 5 $9 . 0 0 $2 , 4 7 5 . 0 0 $2 2 . 0 0 $6 , 0 5 0 . 0 0 $1 1 . 0 0 $3,025.00$12.00$3,300.00 30 8 23 5 7 . 5 0 2 BI T U M I N O U S M A T E R I A L F O R T A C K C O A T GA L L O N 25 $2 . 0 0 $5 0 . 0 0 $2 . 1 5 $5 3 . 7 5 $4 . 5 0 $112.50$2.50$62.50 30 9 23 6 0 . 5 0 1 TY P E S P 1 2 . 5 W E A R I N G C O U R S E M I X T U R E ( 2 , B ) TO N 50 $5 2 . 0 0 $2 , 6 0 0 . 0 0 $5 9 . 8 5 $2 , 9 9 2 . 5 0 $6 7 . 0 0 $3,350.00$60.00$3,000.00 31 0 23 6 0 . 5 0 2 TY P E S P 1 2 . 5 N O N W E A R I N G C O U R S E M I X T U R E ( 2 , B ) TO N 65 $5 0 . 0 0 $3 , 2 5 0 . 0 0 $6 2 . 6 5 $4 , 0 7 2 . 2 5 $6 7 . 0 0 $4,355.00$60.00$3,900.00 31 1 25 3 1 . 5 0 1 CO N C R E T E C U R B & G U T T E R D E S I G N B 6 1 2 LI N F T 35 5 $9 . 5 0 $3 , 3 7 2 . 5 0 $1 4 . 9 5 $5 , 3 0 7 . 2 5 $1 4 . 5 0 $5,147.50$16.00$5,680.00 31 2 25 3 1 . 5 0 7 6" C O N C R E T E D R I V E W A Y P A V E M E N T SQ Y D 25 $4 4 . 0 0 $1 , 1 0 0 . 0 0 $3 9 . 7 5 $9 9 3 . 7 5 $3 6 . 0 0 $900.00$40.00$1,000.00 31 3 25 3 1 . 6 0 2 PE D E S T R I A N C U R B R A M P EA C H 1 $5 0 0 . 0 0 $5 0 0 . 0 0 $2 7 0 . 0 0 $2 7 0 . 0 0 $2 4 0 . 0 0 $240.00$250.00$250.00 31 4 25 3 1 . 6 1 8 TR U N C A T E D D O M E S SQ F T 4 $5 0 . 0 0 $2 0 0 . 0 0 $3 8 . 1 0 $1 5 2 . 4 0 $2 5 . 0 0 $100.00$30.00$120.00 31 5 25 6 4 . 5 3 1 SI G N P A N E L S T Y P E C SQ F T 1. 5 $3 0 . 0 0 $4 5 . 0 0 $1 3 5 . 0 0 $2 0 2 . 5 0 $1 2 5 . 0 0 $187.50$150.00$225.00 31 6 25 7 5 . 5 0 5 SO D D I N G T Y P E S A L T R E S I S T A N T SQ Y D 35 0 $3 . 5 0 $1 , 2 2 5 . 0 0 $2 . 6 0 $9 1 0 . 0 0 $2 . 4 0 $840.00$2.50$875.00 31 7 25 8 2 . 5 0 1 PA V E M E N T M E S S A G E ( H A N D I C A P P E D S Y M B O L ) P A I N T EA C H 1 $5 0 . 0 0 $5 0 . 0 0 $2 5 5 . 0 0 $2 5 5 . 0 0 $1 2 5 . 0 0 $125.00$150.00$150.00 31 8 25 8 2 . 5 0 2 4" S O L I D L I N E W H I T E - E P O X Y LI N F T 23 5 $1 . 0 0 $2 3 5 . 0 0 $1 . 8 0 $4 2 3 . 0 0 $0 . 9 0 $211.50$1.00$235.00 To t a l S C H E D U L E J - A L T E R N A T E N O . 5 ( P A R W E S T P A R K I N G L O T I M P R O V E M E N T S ) : $1 8 , 7 2 5 . 0 0 $2 8 , 3 8 2 . 9 0 $35,079.00 $29,410.00 SC H E D U L E K - A L T E R N A T E N O . 6 ( P R A I R I E R O A D S I D E W A L K I M P R O V E M E N T S ) 31 9 20 2 1 . 5 0 1 MO B I L I Z A T I O N LU M P S U M 1 $2 , 6 0 0 . 0 0 $2 , 6 0 0 . 0 0 $2 , 0 3 5 . 0 0 $2 , 0 3 5 . 0 0 $5 , 0 0 0 . 0 0 $5,000.00$2,500.00$2,500.00 32 0 21 0 1 . 5 0 2 CL E A R I N G TR E E 7 $2 0 0 . 0 0 $1 , 4 0 0 . 0 0 $1 2 0 . 0 0 $8 4 0 . 0 0 $2 0 0 . 0 0 $1,400.00$150.00$1,050.00 32 1 21 0 1 . 5 0 7 GR U B B I N G TR E E 7 $1 5 0 . 0 0 $1 , 0 5 0 . 0 0 $6 0 . 0 0 $4 2 0 . 0 0 $2 0 0 . 0 0 $1,400.00$100.00$700.00 32 2 21 0 1 . 6 0 5 CL E A R I N G A N D G R U B B I N G AC R E 0. 0 5 $1 0 , 0 0 0 . 0 0 $5 0 0 . 0 0 $6 , 0 5 5 . 0 0 $3 0 2 . 7 5 $1 0 , 0 0 0 . 0 0 $500.00$6,000.00$300.00 32 3 21 0 4 . 5 2 3 SA L V A G E H Y D R A N T EA C H 1 $4 5 0 . 0 0 $4 5 0 . 0 0 $4 1 0 . 0 0 $4 1 0 . 0 0 $1 5 0 . 0 0 $150.00$800.00$800.00 32 4 21 0 5 . 5 2 2 SE L E C T G R A N U L A R B O R R O W ( C V ) CU Y D 40 5 $1 0 . 0 0 $4 , 0 5 0 . 0 0 $1 9 . 9 5 $8 , 0 7 9 . 7 5 $2 7 . 0 0 $10,935.00$20.00$8,100.00 32 5 25 0 4 . 6 0 2 IN S T A L L S A L V A G E D H Y D R A N T EA C H 1 $5 0 0 . 0 0 $5 0 0 . 0 0 $6 8 0 . 0 0 $6 8 0 . 0 0 $2 , 5 0 0 . 0 0 $2,500.00$950.00$950.00 32 6 25 0 4 . 6 0 3 6" W A T E R M A I N D U C T I L E I R O N C L 5 2 LI N F T 3 $2 9 . 0 0 $8 7 . 0 0 $3 2 . 6 0 $9 7 . 8 0 $2 0 0 . 0 0 $600.00$30.00$90.00 32 7 25 2 1 . 5 0 1 4" C O N C R E T E W A L K SQ F T 89 1 0 $3 . 0 0 $2 6 , 7 3 0 . 0 0 $3 . 1 5 $2 8 , 0 6 6 . 5 0 $2 . 6 0 $23,166.00$3.00$26,730.00 32 8 25 2 1 . 5 0 1 6" C O N C R E T E W A L K SQ F T 40 0 $6 . 0 0 $2 , 4 0 0 . 0 0 $3 . 8 0 $1 , 5 2 0 . 0 0 $3 . 2 5 $1,300.00$4.00$1,600.00 32 9 25 3 1 . 6 0 2 PE D E S T R I A N C U R B R A M P EA C H 6 $5 0 0 . 0 0 $3 , 0 0 0 . 0 0 $2 7 5 . 0 0 $1 , 6 5 0 . 0 0 $2 4 0 . 0 0 $1,440.00$250.00$1,500.00 Page 43 Pr o j e c t : 0 1 4 9 4 - 3 4 - M O N T - 2 0 1 0 S t r e e t R e c o n s t r u c t i o n P r o j e c t En g i n e e r s E s t i m a t e Mi n g e r C o n s t r u c t i o n , I n c . J. R . F e r c h e , I n c . R. L. Larson Excavating, Inc. It e m N o . It e m Un i t s Qu a n t i t y Un i t P r i c e To t a l P r i c e Un i t P r i c e To t a l P r i c e Un i t P r i c e Total Price Unit Price Total Price 33 0 25 3 1 . 6 1 8 TR U N C A T E D D O M E S SQ F T 24 $5 0 . 0 0 $1 , 2 0 0 . 0 0 $3 8 . 1 0 $9 1 4 . 4 0 $2 5 . 0 0 $600.00$30.00$720.00 33 1 25 7 1 . 5 0 2 DE C I D U O U S T R E E 2 . 5 " C A L B & B TR E E 7 $3 5 0 . 0 0 $2 , 4 5 0 . 0 0 $3 2 5 . 0 0 $2 , 2 7 5 . 0 0 $3 5 0 . 0 0 $2,450.00$250.00$1,750.00 33 2 25 7 5 . 5 0 5 SO D D I N G T Y P E S A L T R E S I S T A N T SQ Y D 26 0 0 $3 . 0 0 $7 , 8 0 0 . 0 0 $2 . 6 0 $6 , 7 6 0 . 0 0 $2 . 4 0 $6,240.00$2.50$6,500.00 To t a l S C H E D U L E K - A L T E R N A T E N O . 6 ( P R A I R I E R O A D S I D E W A L K I M P R O V E M E N T S ) : $5 4 , 2 1 7 . 0 0 $5 4 , 0 5 1 . 2 0 $57,681.00 $53,290.00 To t a l S C H E D U L E A - S T R E E T I M P R O V E M E N T S ( R I V E R S T R E E T A N D S I D E S T R E E T S ) : $9 7 6 , 8 5 9 . 3 5 $1 , 1 4 2 , 8 0 2 . 0 0 $1,129,195.90 $1,211,623.25 To t a l S C H E D U L E B - S A N I T A R Y S E W E R I M P R OV E M E N T S ( R I V E R S T R E E T A N D S I D E ST R E E T S ) : $6 3 4 , 5 4 9 . 5 0 $5 3 5 , 0 8 1 . 8 2 $701,845.75 $698,001.00 To t a l S C H E D U L E C - W A T E R M A I N I M P R O V E M E N T S ( R I V E R S T R E E T A N D S I D E ST R E E T S ) : $2 8 5 , 9 1 2 . 5 0 $3 0 5 , 9 5 1 . 6 6 $305,765.00 $309,098.00 To t a l S C H E D U L E D - S T O R M S E W E R I M P R O V E M E N T S ( R I V E R S T R E E T A N D S I D E ST R E E T S ) : $1 5 5 , 5 0 5 . 4 0 $1 5 9 , 0 5 7 . 2 9 $159,535.50 $173,002.50 To t a l S C H E D U L E E - P R A I R I E R O A D I M P R O V E M E N T S : $4 6 6 , 3 1 1 . 0 0 $5 0 7 , 1 8 9 . 9 2 $531,845.18 $575,191.90 To t a l S C H E D U L E F - A L T E R N A T E N O . 1 ( W A L N U T S T R E E T C O N N E C T I O N ) : $4 9 , 7 1 5 . 8 0 $5 6 , 1 6 0 . 7 0 $60,691.63 $68,856.00 To t a l S C H E D U L E G - A L T E R N A T E N O . 2 ( T H I R D S T R E E T P A R K I N G L O T ) : $7 4 , 0 9 1 . 0 0 $7 4 , 9 4 5 . 8 0 $75,859.40 $72,766.00 To t a l S C H E D U L E H - A L T E R N A T E N O . 3 ( L I F T S T A T I O N I M P R O V E M E N T S ) : $1 1 3 , 0 2 6 . 3 0 $1 6 4 , 2 8 0 . 4 1 $353,945.98 $387,219.51 To t a l S C H E D U L E I - A L T E R N A T E N O . 4 ( W A L NU T S T R E E T N O R T H O F R I V E R S T R E E T ) : $2 2 , 9 6 5 . 0 0 $3 3 , 9 1 1 . 0 0 $33,178.50 $39,015.00 To t a l S C H E D U L E J - A L T E R N A T E N O . 5 ( P A R W E S T P A R K I N G L O T I M P R O V E M E N T S ) : $1 8 , 7 2 5 . 0 0 $2 8 , 3 8 2 . 9 0 $35,079.00 $29,410.00 To t a l S C H E D U L E K - A L T E R N A T E N O . 6 ( P R A I R I E R O A D S I D E W A L K I M P R O V E M E N T S ) : $5 4 , 2 1 7 . 0 0 $5 4 , 0 5 1 . 2 0 $57,681.00 $53,290.00 To t a l s f o r P r o j e c t 0 1 4 9 4 - 3 4 $2 , 8 5 1 , 8 7 7 . 8 5 $3 , 0 6 1 , 8 1 4 . 7 0 $3,444,622.84 $3,617,473.16 % o f E s t i m a t e f o r P r o j e c t 0 1 4 9 4 - 3 4 7. 3 6 % 20.78% 26.85% I h e r e b y c e r t i f y t h a t t h i s i s a n e x a c t r e p r o d u c t i o n o f b i d s r e c e i v e d . Ce r t i f i e d B y : _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ L i c e n s e N o . 41 8 6 0 Da t e : Ma y 2 0 , 2 0 1 0 Page 44 City Council Agenda: 5/24/10 1 10. Consideration of authorizing preparation of staff-approved Layout and Intersection Control Evaluation (ICE) for NE Quadrant Improvements to Trunk Highway 25 and CSAH 75 Intersection, City Project No. 10C005 (BW/WSB) A. REFERENCE AND BACKGROUND: The intersection of TH 25 and CSAH 75 has long been an issue with respect to traffic operations and access for downtown Monticello. Traffic congestion on TH 25 poses a major safety issue for all who are traveling on it, accessing it, or trying to cross it. Monticello’s Draft Transportation Plan has identified TH 25, including this intersection, as one of the primary transportation issues for the City. Recent development interest in the TH 25 / CSAH 75 northeast and southeast quadrants necessitated the City to look at what potential impacts future improvements may have in the intersection. City staff requested WSB to prepare preliminary concept plans for the intersection in order to determine the magnitude of the potential right-of-way impacts. In addition, preliminary analysis was also prepared to help determine which alternative would provide the best intersection operation. A two lane roundabout concept and a signalized intersection concept were both analyzed. Each is briefly discussed below. Interpretation of revisions to the intersection associated with the northeast quadrant redevelopment, preparation of an Intersection Control Evaluation (ICE) report, and working towards a Staff Approved Layout will be necessary. The Staff Approved Layout will assist Mn/DOT with reviewing the design plans that will be forth coming should the project move ahead. Our preliminary analysis has determined the following. Roundabout Concept – This concept has potential operational issues and is not proposed for final consideration. Although this design would work based on average traffic flow, the peak traffic flows during rush hour and weekends are too heavy for this design to adequately support. This alternative would include development of a roundabout with two lanes of approach in each direction. Median islands would be constructed on each approach to direct traffic in and through the roundabout. All construction activities would occur between 3rd Street and River Street on TH 25, and between Walnut Street and Cedar Street on CSAH 75. The attached Figure 1 shows the proposed roundabout concept. Signalized Intersection Concept – This is the preferred alternative. The signalized intersection concept would provide additional capacity with the addition of dual left and right turn lanes. Based on review of the existing and projected traffic volumes, dual left turn lanes would be required for southbound TH 25 to eastbound CSAH 75 and for eastbound CSAH 75 to northbound TH 25. In addition, a dual right turn lane is proposed for westbound CSAH 75 to northbound TH 25. Westbound CSAH 75 is proposed to include a single through lane between Cedar Street and Walnut Street. A second alternative that would extend the single lane through the Walnut Street intersection thereby providing additional turn lane length for eastbound CSAH 75 to northbound TH City Council Agenda: 5/24/10 2 25 has also been analyzed. The attached Figure 2 shows the proposed signalized intersection concept. For both concepts it was assumed to hold the west and south curb lines if possible. This therefore created a greater right-of-way impact in the northeast and southeast quadrants in the intersection. The proposed anticipated right-of-way is shown on the attached figures. The Signalized Intersection Concept has the greater impact on total right-of-way needs. The preliminary capacity and level of service analysis concluded that both alternatives would operate with similar overall levels of service. In both cases with projected 2030 traffic conditions (with or without a second river crossing) there are some movements that will be at a level of service F. However, when looking at the vehicle queues (the length of vehicles stacking from the stop line), in the future the roundabout will have a consistent queue on all approaches between 200 and 300 feet. The signalized intersection concept queues only range from 150 to 200 feet. In this instance, the shorter the queue is the better in order to prevent vehicles from blocking nearby accesses and intersections. Staff met with Mn/DOT District 3 and Wright County to present and discuss each of the preliminary concepts. A summary of their comments include: Mn/DOT It is the Districts understanding that two lane roundabouts are being reviewed very closely by Mn/DOT Central Office (CO). There is a concern with the operation / understanding of lane assignments resulting in an increase in crashes. It was their opinion that unless the roundabout was clearly superior, it may not be approved. Access in the blocks between 3rd Street and River Street was discussed. They did not discard partial access (right-in / right-out) fort the southeast quadrant completely. They will review each potential access as they are proposed with the Staff Approved Layout. They are concerned with the left turn lane from northbound TH 25 to westbound River Street. They would like to eliminate this movement thereby increasing the length of the southbound TH 25 to eastbound CSAH 75 dual left turn lanes. They would consider potential directional signing on the TH 25 / CSAH 75 signal directing traffic to public parking on Walnut Street in addition to allowing partial access to the southeast quadrant, if the City is willing to remove the left turn movement. Pedestrian movements through the intersection were discussed. Mn/DOT indicated that the signal timing plans for the intersection would include enough time on each approach for a pedestrian to cross the entire roadway. They also encouraged the use of pedestrian countdown timers. The original signalized intersection concept that was presented to Mn/DOT did not include the dual right turn lane from westbound CSAH 75 to northbound TH 25. They would support the dual right turn lane concept. Mn/DOT will require a Staff Approved Layout and Intersection Control Evaluation (ICE) for final approval of the ultimate intersection improvements. City Council Agenda: 5/24/10 3 Mn/DOT does not have any money available for these improvements. However, once the Layout and ICE is approved, the City can begin applying for cooperative agreement funding or other State and Federal funding sources. Wright County Highway Department The dual right turn lane concept for westbound CSAH 75 was presented to Wright County for their consideration. They felt that based on the projected through traffic volumes in 2030, a single lane between Cedar Street and Walnut Street would be sufficient. They indicated that they do not have any funding available at the current time. However, they do have a transportation improvement fund that potentially could be used to help pay for some of the improvements at the Cities request. The County will defer to Mn/DOT on the overall operations of the intersection. They do in general like the signalized intersection concept over the roundabout concept. Based on the preliminary concept layouts and analysis, and the meetings with Mn/DOT and Wright County, it is clear that the signalized intersection concept would provide the most benefit to the City, Wright County and Mn/DOT. It is therefore proposed that this alternative be taken to the next step. It should be noted that the preliminary concept design has been completed so that a significant portion of the ultimate improvements can be accomplished with the right-of- way being provided with the proposed northeast quadrant development. All the proposed improvements on CSAH 75, with the exception of the right turn lane into the southeast quadrant development and a portion of the dual right turn lanes back to Cedar Street, could be completed. The only part of the improvements that could not be completed would be the southbound TH 25 to east bound CSAH 75 dual left turn lane. This would require additional right-of-way from the southeast quadrant. The next steps include: Finalizing the preliminary concept layout to a Staff Approved Layout format and submitting it for approval. The layout will be approved by Mn/DOT District 3, Mn/DOT Central Office and Wright County. Preparing the Intersection Control Evaluation (ICE) report to be submitted to Mn/DOT District 3 and Wright County for approval. While these documents are not necessary to make improvements to the intersection at this time, they will be required by Mn/DOT, and most likely Wright County, prior to making additional improvements to this intersection related to the ultimate build-out. A detailed cost estimate will also be prepared with the layout and ICE report. The current cost estimates prepared with the preliminary concept plan is approximately $2 million dollars. Once these documents are approved the City can then work with Mn/DOT and Wright County on securing funding for the proposed improvements. This will also City Council Agenda: 5/24/10 4 provide potential developers a clear understanding of what the right-of-way requirements, access needs and potential costs associated with the improvements are. It is also recommended that a public involvement process be established to gather input from elected officials, local businesses and residents on the proposed improvements The first step would be to hold a public information meeting to provide details of the concepts and analysis and to receive input on the recommended improvement. Mn/DOT and Wright County could be available at the public meeting to discuss their issues and concerns. WSB’s fee to prepare the Staff Approved Layout, ICE report and detailed cost estimate, to submit and review them with Mn/DOT and Wright County staff, to make changes as needed, and to take them through a public involvement process, is $26,000. This cost represents the worst case scenario, primarily due to all the unknowns associated with working with Mn/DOT while seeking layout approvals. If meetings can be minimized, or at least combined with other meetings, costs can be lowered and WSB would not bill the City for as much time. B. ALTERNATIVE ACTIONS: 1. Motion to authorize the preparation of a staff-approved Layout and Intersection Control Evaluation (ICE) report for the signalized intersection improvement concept at the intersection of TH 25 and CSAH 75 at a cost not to exceed $26,000, and to schedule a public information meeting with local businesses and residents after the Layout and ICE report are complete. 2. Motion to table this item pending additional information or revisions to the concept plans. 3. Motion to deny authorization at this time. C. STAFF RECOMMENDATION: Staff recommends Alternative #1. By authorizing the staff-approved Layout and ICE report, staff will have the resources in place to pursue improvements to the intersection in conjunction with the northeast quadrant redevelopment, and to begin securing funding for the ultimate intersection improvements. This will set the course for the intersection improvements and provide direction for the proposed downtown revitalization. D. SUPPORTING DATA: Figure 1 – Roundabout Concept Plan Figure 2 – Signalized Intersection Concept Plan City Council Agenda: 5/24/10 1 11. Consideration of adopting Resolution No. 2010-35 accepting Feasibility Report, calling for a Public Hearing, and authorizing preparation of Plans and Specifications for NE Quadrant Improvements at Trunk Highway 25 and CSAH 75, City Project No. 10C005 (BW/AS/WSB) A. REFERENCE AND BACKGROUND: Semper Development has made formal application to the City for redevelopment of a portion of block 53 in the northeast corner of State Trunk Highway 25 and Wright County State Aid Highway 75. On April 12, 2010, the City Council authorized a feasibility study to address the transportation issues related to the site in order to identify the improvements needed to access and develop their site. Along with the transportation items related to the proposed development, preliminary engineering analysis of the ultimate configuration of the entire TH 25 and CSAH 75 intersection was also evaluated. The following transportation improvements are addressed in the feasibility report: TH 25/CSAH 75 Intersection Improvements – Ultimate Build-out Preliminary engineering analysis of the ultimate configuration of this intersection was completed in order to identify the right of way and interim or ultimate improvements needed as the NE quadrant develops. Based on our analysis, the following are proposed additional improvements to the current lane configurations for the intersection: Dual right turn lanes from westbound CSAH 75 to northbound TH 25 Dual left turn lanes from southbound TH 25 to eastbound CSAH 75 Dual left turn lanes from eastbound CSAH 75 to northbound TH 25 The purpose of this ultimate improvement is to ease congestion and to accommodate the higher use volumes of traffic within the corridor. There are right of way impacts primarily on the NE and SE quadrants of the intersection. The on-street parking along the north side of CSAH 75 between Walnut Street and Cedar Street would be removed, as well as the on-street parking on the south side of CSAH 75 between TH 25 and Cedar Street. The on-street parking along the south side of CSAH 75, west of TH 25 would not be impacted based on our preliminary designs. These impacts, with the exception of the removal of several on-street parking stalls abutting the proposed development on the north side of CSAH 75, would not be made with the proposed interim improvement project, but would be affected ultimately with the future configuration of the intersection. A majority of the right of way needed for the ultimate improvements would be secured with the proposed development in the NE quadrant. The remaining right of way needed would be from the NW and SE quadrants to build-out the future southbound TH 25 left turn lanes to CSAH 75. Staff has met with Mn/DOT and Wright County and they indicated they are supportive of the preliminary design and proposed intersection improvements. The City will need their approval of the layout and design of the ultimate build-out of the intersection. The process for this was identified in the previous agenda item. City Council Agenda: 5/24/10 2 Based on the above ultimate intersection improvements, the following interim improvements are proposed to be constructed at this time in conjunction with development of the NE quadrant of TH 25 and CSAH 75. 1. Right Turn Lane from CSAH 75 to TH 25 This interim improvement includes constructing dual right turn lanes along CSAH 75 fronting the proposed development. This improvement would remove the existing on- street parking and shift the sidewalk to the north along CSAH 75. The existing signal pole at the NE corner of the intersection would need to be relocated out of the proposed turn lane. The pedestrian crosswalks to the NE corner would be shifted further out from its current location. Utility relocations for storm sewer and watermain are also proposed. The right turn lanes would be constructed to the ultimate configuration of the intersection along the developer’s site except for the segment east of the proposed driveway from CSAH 75 where the turn lane would be extended with the removal of the building next to the theater. In addition, a segment of curb along the CSAH 75 radius to tie into TH 25 would be removed with the future improvements and the signal system would need to be revised for the ultimate build-out of the intersection. 2. Right Turn Lane from TH 25 to River St This improvement includes constructing a right turn lane along TH 25 to provide direct access to River Street for the proposed development. The existing sidewalk would shift to the east along TH 25 to its final location which will leave an approximate 22-foot wide boulevard along TH 25 from the existing curb line to the new sidewalk in the interim condition. Ultimately, the boulevard width between the future curb and the sidewalk in this area will vary between 0 and 5 feet. The sidewalk will be constructed along the edge of the proposed parking lot and building, with half of the sidewalk being located within a sidewalk easement on the developer’s property. Approximately 210 feet of curb constructed with this improvement would be removed and shifted further to the east in the future with the ultimate build-out of the TH 25/CSAH 75 intersection. The signal pole at the SE corner of TH 25 and River Street would be relocated out of the proposed turn lane with the current improvements. Utility relocations for storm sewer are also proposed. 3. River Street @ Cedar Street It is proposed to construct a cul-de-sac at River Street, just east of Cedar Street, to separate the residential and non-residential traffic and to reduce potential cut through traffic in the area. This was identified to be completed by the City Council as part of reactivating the signal at River Street and TH 25. Drainage modifications are proposed to be completed as well. Access to East Bridge Park could be provided from the proposed cul-de-sac at River Street or from Cedar Street, depending on the Council’s decision. 4. River Street Reconstruction (Between TH 25 and Cedar St) East River Street is identified to be reconstructed as part of the City’s on-going street reconstruction program in 2011 per the City’s Capital Improvement Plan. It would be timely to reconstruct this segment of roadway in conjunction with the proposed City Council Agenda: 5/24/10 3 development to avoid impacting the development after it opens. In addition, Mn/DOT recommended providing two exit lanes from River Street to TH 25 as development progresses within the entire block 53. This would include adding a right turn lane along River Street to northbound TH 25 and making the westbound through lane a through-left. The signal pole at the NE corner of the TH 25 and River Street would be relocated out of the proposed right turn lane. A sidewalk along the north side of the developer’s site, and potentially along a portion of River Street to East Bridge Park, was evaluated in the feasibility report. On-street parking along River Street adjacent to the development may be needed in order for the developer to meet parking requirements for redevelopment at the old Times building site, and/or to provide parking for the accessory use building on the north end of the site. Utility relocations for storm sewer and fire protection are also proposed. Sewer and water services would be extended to the development. The estimated total project cost for the interim improvements related to the NE quadrant (items 1-4) is $623,850. This includes a 10% contingency and 28% indirect cost. Proposed funding for the project is as follows: Proposed Improvements Developer Funded City Funds Total 1. CSAH 75 Right Turn Lane $10,300 $219,700 $230,000 2. TH 25 Right Turn Lane $115,000 $0 $115,000 3. River Street @ Cedar Street $0 $65,000 $65,000 4. River Street Reconstruction $119,870 $93,980 $213,850 TOTAL $245,170 $378,680 $623,850 1. The right turn lane improvements on CSAH 75 is considered of regional benefit and part of the overall intersection improvements, in which the developer is providing right of way. It is proposed to assess them for their driveway access and utility improvements only. 2. The right turn lane on TH 25 to River Street is directly needed for the developer’s access to their site, which includes the entire frontage along River Street from TH 25 to Cedar Street. Access to the remainder of block 53 would utilize CSAH 75 to gain access from Cedar Street. City Council Agenda: 5/24/10 4 3. The disconnection of River Street at Cedar Street is proposed to be a City cost only, as it was directed by the City Council in order to reactivate the signal at River Street and TH 25 and open River Street to the east. 4. The developer contribution to the reconstruction of River Street is proposed to be based on the City’s standard non-residential assessment rate of $92/front foot (includes sidewalk assessment) plus driveway and utility service construction. The construction of the right turn lane on River Street to TH 25 is proposed to be developer funded at 45% of the turn lane cost based on their share of projected traffic volumes. The remaining costs, not contributed by the developer, are proposed to be funded by the City. A1. Budget Impact: Potential funding sources for the City’s portion of the improvements will be discussed during the workshop and/or Council meeting. For the ultimate build-out of the intersection, Wright County has indicated they may have funding sources for the work along CSAH 75. Funding through Mn/DOT would be through a cooperative agreement process. A very preliminary estimate of the project and right of way cost for the full intersection build-out is $2 million, portions of which could be charged to property owners in each of the four quadrants, Mn/DOT, Wright County and a City regional contribution. Based on initial estimates, the amount and value of the right-of-way Semper is providing with their plat would satisfy their contribution for the full build-out intersection improvements. Regarding the developer’s share of the costs for the proposed interim improvements, Semper reviewed the proposed improvements and agreed in principle with them. They also didn’t disagree with our proposed cost sharing formulas used to determine the developer’s share of the costs, but they noted they can’t speak for the developer, and the City has yet to receive a direct response from the developer regarding the proposed improvements or their associated costs. Staff recently requested that Semper provide a deposit in the amount of $24,517, or 10% of their proposed contribution to the project, to be applied toward the preparation of final plans and specifications for the proposed improvements. Semper notified the City that the developer will not authorize paying the deposit until they have all of the entitlement approvals for their project, which would include their plat, CUP and Comprehensive Plan approvals. Council must therefore decide whether the City should move forward with these improvements without having the developer’s deposit in place. Council also has the option of requiring instead that the property owners petition for the improvements and provide a waiver of assessment hearing. It should be noted that if the Council decides to move forward with the improvements without a deposit, and the developer were to walk away from the project, the improvements would not be “wasted” and would allow the City to more quickly respond to subsequent development proposals. City Council Agenda: 5/24/10 5 A2. Staff Workload Impact: The project could start construction this September, pending Wright County and Mn/DOT approval, if the Council authorizes preparation of final plans and specifications at this time. Semper plans to start demolition work this summer with an anticipated Walgreen’s opening in the spring of 2011 given they have all the required approvals. Various staff from the Building, Community Development, Engineering, Finance and Public Works Departments will be impacted by the proposed improvements. B. ALTERNATIVE ACTIONS: 1. Motion to adopt Resolution No. 2010-35 accepting the Feasibility Report, calling for a public hearing on June 14th, and authorizing the preparation of Plans and Specifications for NE Quadrant Improvements to Trunk Highway 25 and CSAH 75, City Project No. 10C005, contingent on a 10% project deposit by the developer of the NE quadrant site. 2. Motion to adopt Resolution No. 2010-35 accepting the Feasibility Report, calling for a public hearing on June 14th, and authorizing the preparation of Plans and Specifications for NE Quadrant Improvements to Trunk Highway 25 and CSAH 75, City Project No. 10C005, without a project deposit by the developer of the NE quadrant site. 3. Motion to adopt Resolution No. 2010-35 accepting the Feasibility Report, calling for a public hearing on June 14th, and authorizing the preparation of Plans and Specifications for NE Quadrant Improvements to Trunk Highway 25 and CSAH 75, City Project No. 10C005, contingent on a petition for improvements by the existing property owners of the subject site in the NE quadrant. 4. Motion to table action on the project at this time pending further information as directed. C. STAFF RECOMMENDATION: Staff recommends Alternative #1, that Council proceed with adoption of the resolution, acceptance of the Feasibility Report, and authorization to prepare Plans and Specifications. Development of the NE quadrant poses a unique opportunity for the City to make improvements addressing the long-time congestion and mobility issues with the intersection of TH 25 and CSAH 75. This congestion presents not only a transportation issue, but is a major factor in the ability to encourage and facilitate active development and redevelopment in the downtown area. The proposed improvements would set the groundwork for future development of the remaining quadrants of the intersection as it relates to transportation infrastructure and would aid in the current study for redevelopment of the downtown area. From a funding perspective, with a developer on board and a plan in place, the costs of the improvements City Council Agenda: 5/24/10 6 can be shared through a mutually agreed upon developers agreement, without going through the statutory assessment process for their portion of the costs. D. SUPPORTING DATA: Resolution No. 2010-35 Figure 3 – NE Quadrant Improvements to TH 25 and CSAH 75 Feasibility Report CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2010-35 ACCEPTING FEASIBILITY REPORT, CALLING FOR PUBLIC HEARING AND AUTHORIZNG PLANS AND SPECIFICATIONS FOR IMPROVEMENTS TO THE NORTHEAST QUADRANT OF TRUNK HIGHWAY 25 AND CSAH 75/BROADWAY CITY PROJECT NO. 10C005 WHEREAS, approval was granted by the City Council on April 12, 2010, authorizing the preparation of a feasibility report for transportation improvements to the northeast quadrant of the intersection of State Trunk Highway 25 and CSAH 75 and other appurtenant work; NOW THEREFORE, BE IT HEREBY RESOLVED BY THE COUNCIL OF THE CITY OF MONTICELLO, MINNESOTA: 1. Such improvements are necessary, cost-effective and feasible as detailed in the feasibility report. 2. Such improvement is hereby ordered as proposed in the council resolution adopted May 24, 2010. 3. The City Engineer is hereby designated as the engineer for this improvement. The engineer shall prepare plans and specifications for the making of such improvement. 4. A public hearing shall be held on such proposed improvement on the 14th day of June, 2010 in the Council Chambers of City Hall at 7 p.m. and the Clerk shall give mailed and published notice of such hearing and improvement as required by law. ADOPTED BY the Monticello City Council this 24th day of May, 2010. CITY OF MONTICELLO ______________________________ Clint Herbst, Mayor ATTEST: ________________________________ Jeff O’Neill, City Administrator City Council Agenda: 05/24/10 1 12. Consideration of adopting Ordinance #515 approving an amendment to the Monticello Zoning Ordinance for the Central Community District, Chapter 14C, (CCD-R) Residential Overlay (NAC/AS) A. REFERENCE AND BACKGROUND: The Planning Commission reviewed this proposal at its May 4th meeting, voting to recommend approval of the amendment to the Zoning Ordinance allowing for the creation of a CCD overlay district. The vote on the amendment was 4-1, with Commissioner Spartz dissenting on the grounds that the amendment process and consideration of expansion of residential uses in the CCD should be delayed until the downtown plan has been completed. The applicant (Barry Fluth and Masters Fifth Avenue) had originally requested an amendment that would have simply eliminated the restrictions on ground floor residential uses in the CCD zoning district, or created a special Conditional Use Permit process for higher density multiple family residential throughout the CCD. Instead, staff has recommended an alternative to a blanket amendment. By considering this proposed amendment, the City can apply a much more focused zoning allowance to property that the City believes has the characteristics of a residential parcel, thereby expanding the possibility for these uses in the downtown area, but only on those sites that avoid interfering with the City’s broader commercial purposes. The proposed amendment allows ground floor residential at a density based on performance characteristics of the property and the proposed building. The City would choose to apply this allowance by creating an overlay “CCD-R” District designation on a parcel-by-parcel basis. The ordinance includes a number of specific characteristics for the City to consider in determining whether a particular property is appropriate for this designation. The applicant is seeking an amendment to the CCD language in the Zoning Ordinance that would have the effect of allowing residential development on the ground floor without restriction as to density or unit count. Currently, ground floor residential is allowed by Conditional Use Permit, under the following conditions: 14B-5[C]: Residential dwellings on the ground floor subject to the following conditions: 1. The proposed site for residential is consistent with the goals and objectives of the Downtown Revitalization Plan. 2. The proposed site does not interrupt the flow of commercial pedestrian traffic in the CCD district. 3. Density for ground floor residential units shall not exceed one unit per 9,000 square feet of lot area City Council Agenda: 05/24/10 2 exclusive of land area utilized by or required for permitted uses on the property. Beyond the ground floor density restriction, the CCD also includes the following density requirements for all residential uses. 14B-6[C] Residential Density: One dwelling unit per 3000 square feet of lot area for permitted residential uses The number of dwelling units maybe increased by up to twenty five 25 percent over the permitted density for projects which provide at least half of the required parking underground or above ground such as ramps or decks including covered at-grade parking areas Under these current CCD clauses, a parcel of approximately 32,000 square feet (such as the applicant’s Landmark Square Phase II parcel) would be allowed to have no more than 3 units on the ground floor, plus an additional 7 units on upper levels. Therefore, on a parcel of 32,000 square feet, the maximum number of units allowed currently under the CCD is 10 units total, with a maximum of 3 units at ground level (without the 25% bonus permitted with underground parking). For reference, the City’s maximum permitted use density for a 32,000 square foot lot would be 12 units under an R-3 designation. The R-3 District would be considered to be a more “suburban” style district, whereas the CCD is more likely to be developed in an urban arrangement with less green space per unit, and possibly, less off-street parking. For “elderly housing” in an R-3 District, the maximum density would be 32 units (based on Lot Area per Unit standards as detailed in Chapter 3-4[B]. The applicant has indicated a preference to achieve approximately 20 units on the Landmark II site. This would equate to a unit to lot area ratio of 1 unit per 1,500 square feet of lot area. The table below summarizes a comparison of unit count and density information: R-3 District R-3 Senior- Restricted Current CCD Amended CCD (As proposed by applicant) Maximum Units on 32,000 sf parcel 12 units permitted More by CUP 32 units 10 units + potential bonus for underground parking 21 units Density (units/acre) 17 du/acre 43 du/acre 25 du/acre 35 du/acre In considering the purpose and intent of the CCD, the CCD language was written to provide for a continuous commercial flow with only limited interruptions in the store-fronts. This direction from the City’s Downtown Revitalization Plan encouraged second story residential City Council Agenda: 05/24/10 3 uses over ground floor commercial as a common theme – this was the concept applied in Landmark Square’s first phase. The policy at issue with this application would be whether the City believes the incorporation of more extensive housing opportunities in the downtown area would be appropriate, and if so, how such opportunities should be accommodated. As such, the City has a number of options. The first four essentially entail a land use policy change that would form a cornerstone of the upcoming downtown revitalization study. Option 1. Permit housing similar to that proposed (greater than 1 unit per 3,000 feet on upper floors and 1 unit per 900 feet ground floor) as a permitted use in the downtown. Option 2. Allow housing similar to that proposed only in certain areas of the downtown. Option 3. Allow housing similar to that proposed as a conditional use permit which outlines specific conditions such as location elements (neighboring property and/or zoning or street frontage); performance elements such as site improvements, building height, building materials/architecture, or unit size. Option 4. Allow housing in the downtown area, but with greater density allowances, such as those in the current R-3 District. Option 5. Withhold changes until the City, through its EDA, completes its updated downtown revitalization study. With this option, the City would utilize the study to direct the downtown land use policies that would then result in potential changes to the CCD language related to housing. ANALYSIS In analyzing these options, there are pros and cons to both the current treatment of housing, as well as to the provision for increased housing choice in the downtown area. In support of the current policy, a continuous commercial flow, coupled with the concentration of commercial enterprise, tends to support greater numbers of multiple- destination shopping trips. That is to say, by increasing the number of shops nearby to each other, the greater the likelihood that a consumer will utilize downtown retail without driving between each store. Conversely, separating commercial locations quickly results in the likelihood that consumers will drive between store locations. This also has the added impact of diluting the commercial attraction of the overall area. As convenience declines, so does the viability of a commercial enterprise. City Council Agenda: 05/24/10 4 There is also a side impact of this – the need for convenient parking increases as customers are made to drive between stops. This reduces the efficiency of the land use by reducing the concentration of building space in the downtown. In support of an amendment, housing directly increases the market for current and future business enterprise in the downtown area. Thus, by increasing the allowances for housing, the City would be supporting, at least demographically, the long-term viability of commercial locations in the downtown. Presuming that the City intends to continue its support for commercial uses in the downtown for the long-term, the question becomes how best to do so. The current ordinance addresses these two potentially conflicting approaches by allowing housing primarily on upper floors, with a code that discourages (although does not prohibit) housing on the ground floor. As noted previously, the original Landmark Square phase is an example of this allowance, as are a number of other buildings in the downtown commercial core. Planning staff would suggest that expanding ground floor residential may be appropriate in some areas to increase land use redevelopment options and support commercial activity. It would be important to do so, however, only in a manner that does not compromise the viability of commercial uses. It is a fact that commercial uses are far more sensitive to location and direct support accessory operations than are multiple family residential uses. As such, finding appropriate sub-areas in the downtown district may be possible in a way that supports, rather than undermines, commercial concentration. To do this, the City may set a series of conditions within the CCD for proposed locations to meet. Under a CUP approach, an applicant would have to prove compliance with those conditions to justify exemption from the ground floor residential restriction. In the alternative, the City may establish a sub-category of the CCD that accommodates ground floor residential through the use of an overlay district. By creating and utilizing a “CCD-R” designation, the City has much greater discretion over whether to “re-zone” a parcel for ground floor residential use. Under the CUP approach above, the burden of proof for denial is on the City. Under the CCD-R overlay approach, the burden of proof for approval is on the applicant. This distinction can make a large difference for the City when an application is made for a property that the City believes to be inappropriate for ground floor residential uses. A1. Budget Impact: None. A2. Staff Workload Impact: None. B. ALTERNATIVE ACTIONS: City Council Agenda: 05/24/10 5 Planning Commission recommends alternative 3 below. Amendment of the CCD District would remove the restrictions relating to ground floor residential uses. 1. Motion to approve an amendment that deletes density restrictions for ground floor residential uses and increases allowable density to 1 unit per 1,500 square feet of lot area as a permitted use. 2. Motion to approve an amendment that establishes ground floor residential uses at a higher density (to be specified by the City Council) by CUP, and creates a series of performance standards for such uses in the CCD. 3. Motion to approve Ordinance 515, an amendment that creates an overlay district in the CCD for ground floor residential uses, along with specific performance standards for such development. 4. Motion to table action on the amendment, pending additional information from staff and/or the applicant. 5. Motion to deny the amendment, pending the outcome of the EDA downtown revitalization study. C. STAFF RECOMMENDATION: If the City believes that it is appropriate to proceed prior to completion of the downtown revitalization study, staff recommends Alternative #3. Under the overlay district concept, the City has significantly increased discretion as to where ground floor residential may be allowed in the CCD, permitting the City to minimize any interference with business interaction that such housing might cause. Moreover, as a subset of the main CCD district language, there should be less concern over conflicting land uses that may result in “spot zoning” issues. Draft language for such a district has been prepared, although it is recognized that Council may seek to add additional restrictions if adopted. If Council elects to approve motion 1 or 2, staff will prepare revised ordinance language for review at the June 14th Council meeting. D. SUPPORTING DATA: Ordinance No. 515 – Chapter 14C, “CCD-R” Overlay District Chapter 14B – Central Community District MONTICELLO ZONING ORDINANCE TITLE X, CHAP 14B, PAGE 1 ORDINANCE #515 CHAPTER 14C “CCD-R” CENTRAL COMMUNITY DISTRICT – RESIDENTIAL OVERLAY SECTION: 14C-1: Purpose 14C-2: Permitted Uses 14C-3: Accessory Uses 14C-4: Conditional Uses 14C-5: Interim Uses 14C-6: Lot and Building Requirements 14C-7: Design Review 14C-1: PURPOSE: The purpose of the “CCD-R”, Central Community District – Residential Overlay is to provide for sites within the “CCD”, Central Community District that are appropriate for full use as multiple family attached housing, including residential uses on the ground floor. In establishing this district and rezoning property for the uses herein, the City finds that the goals and policies of the City’s Comprehensive Plan are being fulfilled by ground floor residential uses, including those goals and policies expressly applying to uses in the downtown area as may be adopted as a part of any Downtown Revitalization Plan or similar component of the Comprehensive Plan. Parcels shall be zoned “CCD- R” only where the more intensive residential uses allowed by this overlay district can be found to enhance the commercial concentration in the surrounding “CCD” downtown area. 14C-2: PERMITTED USES: The following are permitted uses in the “CCD-R” Overlay District: [A] All those uses permitted in the “CCD”, Central Community District, Section 14B-2. 14C-3: ACCESSORY USES: The following are permitted accessory uses in the “CCD- R” Overlay District: [A] All those accessory uses as provided for in the “CCD”, Central Community District, Section 14B-3. 14C-4: CONDITIONAL USES: The following are allowed as conditional uses in the “CCD-R” Overlay District: [A] All those conditional uses as provided for in the “CCD”, Central Community District, Section 14B-4. MONTICELLO ZONING ORDINANCE TITLE X, CHAP 14B, PAGE 2 [B] Buildings containing multiple family dwelling units on the ground floor in excess of density otherwise allowed in the “CCD”, Central Community District based on the procedures set forth in Chapter 22 of this ordinance, and subject to the following conditions: 1. The subject parcel is located in an area that does not abut directly on any of the following roadways: Trunk Highway 25 (Pine Street), County State Aid Highway 75 (Broadway Street), or Walnut Street. 2. The subject parcel does not interfere with the flow of pedestrian commercial traffic in the “CCD” area. 3. The exterior building materials for principal and accessory buildings at ground floor level shall be consistent with commercial buildings, including brick or concrete masonry, glass, and similar materials up to a height of no less than twelve (12) feet from grade. 4. Upper floor building materials (above the ground floor), may utilize residential materials such as lapped siding. 5. Parking shall be provided on-site at a rate of no less than one and one- half spaces per residential unit, unless the facility is expressly reserved for senior citizens. No less than fifty percent of the parking shall be covered. 6. Density shall be based on the capacity of the site to accommodate parking, green space, and all necessary accessory uses. 14C-5: INTERIM USES: The following are allowed as interim uses in the “CCD-R”, Overlay District: [A] All those interim uses as provided for in the “CCD”, Central Community District, Section 14-B-4. 14C-6: LOT AND BUILDNG REQUIREMENTS: The following requirements shall apply to all properties in the “CCD-R” Overlay District, except where otherwise expressly stated in this Chapter: [A] All requirements as listed in Chapter 14B-6, “CCD”, Central Community District. 14C-7: DESIGN REVIEW: The Design Review process as found in Chapter 14B-7, “CCD”, Central Community District shall apply to all buildings in the “CCD-R” Overlay District. (#515, 5/24/10) CHAPTER 14B CCD CENTRAL COMMUNITY DISTRICT SECTION 14B1 Purpose 14B2 Permitted Uses 14B3 Accessory Uses 14B4 Interim Uses 14B5 Conditional Uses 14B6 Lot and Building Requirements 14B7 Design Review 14B1 PURPOSE The purpose of the CCD Central Community District is to implement the plans and policies of the Monticello Downtown Revitalization Plan as that Plan is designed to provide for the establishment and continuation of a traditional downtown area in Monticellosprimary commercial core The district will contain amix of land uses which can compatibly coexist with requirements based upon enhancement of the districts natural features and mitigation ofland use conflicts between differing uses All proposed uses in the CCD district will be evaluated against the goals and objectives of the Monticello Downtown Revitalization Plan as adopted and as maybe amended by the City Council 14B2 PERMITTED USES The following are permitted uses in the CCD district A All permitted uses as allowed in the B4 district except for motor fuel facilities and convenience stores and hotelsmotels B Restaurants but not fastfood or convenience type 14B3 14B4 C On and offsaleliquor establishments D Civic and governmental uses as a part of a public community center E Residential dwellings which do not occupy the ground floor space of a building ACCESSORY USES The following are permitted accessory uses in a CCD district A Uses which are clearly and customarily incidental to the principal use in size activity and scope and in accordance with the special provisions of this chapter Except for parking accessory uses shall be located in the same principal structure as that of the principal use and shall occupy no more than thirty 30 percent of the floor area of said structure INTERIM USES The following are allowed as Interim Uses in the CCD district A None MONTICELLO ZONING ORDINANCE 14B 1 14B5 CONDITIONAL USES The following are allowed as conditional uses in the CCD district requires a conditional use permit based upon the procedures set forth in and regulated by Chapter 22 of this ordinance A Hotels subject to the following conditions The principal building lot coverage is no less than fifty 50 percent of the property exclusive of easements devoted to public pedestrian use or other outdoor public spaces 2 The building site and signage meet the standards for the CCD district and design review is conducted by the Planning Commission 491 1 1209 3 The proposed use demonstrates compatibility and consistency with the Citys Comprehensive Plan and the Downtown Revitalization Plan B Motor fuel station auto repairminor and tire and battery stores and service as allowed in the B4district and subject to the following additional conditions The design of the site promotes pedestrian access adjacent to and along the property 2 No more than two 2 curb cuts of twentyfour 24 feet in width or less shall be permitted 3 Site lighting shall utilize fixtures similar in style to that designated by the City for use in public areas of the CCD district 4 The building site and signage meet the standards for the CCD district and design review is conducted by the Planning Commission 491 11209 5 The proposed use demonstrates compatibility and consistency with the Citys Comprehensive Plan and the Downtown Revitalization Plan C Residential dwellings on the ground floor subject to the following conditions 1 The proposed site for residential use is consistent with the goals and objectives of the Downtown Revitalization Plan 2 The proposed site does not interrupt the flow of commercial pedestrian traffic in the CCD district Density for ground floor residential units shall not exceed one unit per 9000 square feet of lot area exclusive of land area utilized by or required for permitted uses on the property MONTICELLO ZONING ORDINANCE 14B 2 D Drivein and convenience food establishments as allowed in the B3district and subject to the following additional conditions The design ofthe site promotes pedestrian access adjacent to and along the property 2 No more than two 2 curb cuts of twentyfour24 feet in width or less shall be permitted 3 Site lighting shall utilize fixtures similar in style to that designated by the City for use in public areas of the CCD district 4 The building site and signage meet the standards for the CCD district and design review is conducted by the Planning Commission 491 11209 5 Drive through facilities comply with the requirements of Subdivision 14B5 D ofthis chapter 6 The proposed use demonstrates compatibility and consistency with the Citys Comprehensive Plan and the Downtown Revitalization Plan E Drive through windows accessory to other principal uses in the CCD district subject to the following conditions 1 Service through drivethrough facilities is accessory to interior onsite or sitdown service within the same building 2 Drivethrough lanes are designed to avoid disruption ofpedestrian and vehicular traffic flow both on and offsite 3 Landscaping and other site improvements are included which screen automobile stacking space from the public street 4 The principal building occupies no less than forty 40 percent ofthe property exclusive of easements devoted to public pedestrian use or other outdoor public spaces 5 The building site and signage meet the standards for the CCD district and design review is conducted by the Planning Commission 491 1 1209 6 The proposed use demonstrates compatibility and consistency with the Citys Comprehensive Plan and Downtown Revitalization Plan F Animal pet clinics as allowed in the B3district G Daycare centers as allowed in the B3 district MONTICELLO ZONING ORDINANCE 14B 3 H Shopping centers provided that the proposed use demonstrates compatibility and consistency with the Citys Comprehensive Plan and the Downtown Revitalization Plan I Buildings of a height greater than the maximum building height as allowed in Subdivision 14B6 D of this chapter J Planned unit development PUD subject to the provisions of Chapter 20 of this ordinance and provided that the proposed use demonstrates compatibility and consistency with the Citys Comprehensive Plan and the Downtown Revitalization Plan K Car Wash provided that 1 The car wash building and the principal building must meet the architectural requirements ofthe CCD district and design review is conducted by the Planning Commission 2 The automobile stacking space area is screened from abutting property both residential and commercial 3 Noise generated by the use including vacuums is mitigated by location or architectural features from adjoining or nearby residential uses and pedestrian or outdoor commercial activities Doors of car wash must be closed during drying operation Mechanical interlock between door and dryer must be employed to assure compliance 4 Lighting on the site is consistent with the Citys theme lighting style whether freestanding or wallmounted 5 Signage meets the requirements of the CCD zoning district and is reviewed by the Planning Commission 491 11209 6 Drive through traffic does not interfere with pedestrian routes around andor through the property 7 A minimum of five stacking spaces for car wash customers is provided that avoids interference with other traffic on the site Site landscaping is provided to mitigate the amount of concrete andor asphalt surfacing The use of alternative paving surfaces is encouraged 9 Measures are taken to avoid freezing and icing from washed vehicles prior to exiting the site to the public street 10 All other applicable requirements of the Citys Zoning Ordinance are considered and met MONTICELLO ZONING ORDINANCE 14B 4 14B6 LOT AND BUILDING REQUIREMENTS The following requirements shall apply to all properties in the CCD district A Minimum Lot Area None B Minimum Lot Width None C Residential Density One dwelling unit per 3000 square feet of lot area for permitted residential uses The number of dwelling units maybe increased by up to twentyfive 25 percent over the permitted density for projects which provide at least half of the required parking underground or in abovegrade structures such as ramps or decks including covered atgrade parking areas D Building Height The following height limitations shall apply to all buildings in the CCD district 1 Minimum Height Fifteen 15 feet 2 Maximum Height Thirty Five 35 feet or three 3 stories which ever is greater E Setbacks Building setback minimums and maximums shall reflect the recommendations for the use and location as listed in the Downtown Revitalization Plan Where setbacks as discussed in the Downtown Revitalization Plan are not listed or appropriate there shall be no building setbacks required In such cases there shall be no parking allowed in the areas between the front building line and the public street F Site Improvements All areas of a parcel within the CCD district shall be subject to the applicable recommendations of the Downtown Revitalization Plan Site improvements shall be reviewed for compliance by City staff andor the Planning Commission together with other design elements including architecture and signage G Parking Supply Property owners shall comply with the parking supply requirements as listed in Subdivision 35H of this ordinance However property owners maybe granted flexibility from a portion of their required parking supply under the following conditions a Where the City finds that there will be adequate opportunity to provide public parking in the vicinity of the subject property and at the Citys option the owner shall pay into a CCD Parking Fund an amount as established by City Council Resolution Said fund shall be used for the acquisition construction andor maintenance of publiclyowned parking in the CCD district 35510900 MONTICELLO ZONING ORDINANCE 14B 5 b The City may in addition to or as an alternative to the option listed in Subdivision 14B6G1 a and at the discretion of the City offer the property owner the opportunity to choose to supply parking at a rate which is sixty 60 percent of the requirement listed in Subdivision 35H provided that the owner grants an easement to the public for automobile parking use over the subject area The owner shall retain responsibility for maintenance of said parking area 355 10900 2 Location Parking shall not be located on a parcel between the front building line of the principal building and the public street except where expressly provided for by the City Council after recommendation from the Planning Commission H Signs The following requirements shall apply to all sign displays and construction in the CCD district Signs shall comply with the Monticello Building Codes and Zoning Ordinances relating to signs including special allowances which maybe made for the CCD district 2 All signs in the CCD district shall receive review and approval from City staff andor the Planning Commission 491 11209 a Signs in compliance with applicable ordinances For signs which meet the regulations of the Citys sign ordinances and the goals and objectives of the Downtown Revitalization Plan such review shall be given the weight of an administrative determination Appeal of a determination by City staff andor the Planning Commission shall be as provided for in Chapter 23 of the Monticello Zoning Ordinance 491 11209 b Signs not in compliance with applicable ordinances Signs which do not meet the regulations of the Citys sign ordinances shall require review by the Board of Adjustment and Appeals as provided for in Chapter 23 of the Monticello Zoning Ordinance following City staff andor Planning Commission review and recommendation 491 11209 14B7 DESIGN REVIEW All development and redevelopment projects in the CCD district shall be subject to design review for compliance with the goals and objectives of the Downtown Revitalization Plan This subdivision identifies the process and application of design review recommendations A Projects within the CCD which propose new or altered buildings site improvements or signs shall be reviewed for compliance with the Downtown Revitalization Plan Site improvements shall include parking lots landscaping MONTICELLO ZONING ORDINANCE 14B 6 projects other than direct replacement of existing landscaping walkways and open space plazas or other outdoor projects affecting the visual impact of a site 491 11209 B City staff shall conduct the design review for permitted uses and the Planning Commission shall conduct design review for Conditional Uses Interim Uses and Variances Design review for Conditional Uses Interim Uses and Variances shall follow the procedures and process outlined in Chapter 22 and 23 of this Ordinance 491 11209 1 Submitted plans shall be sufficiently detailed to identify proposed materials colors locations and any other factors relating to the visual impact of the proposal Such plans may include Site Plans Floor Plans Building Elevations Rendered Drawings Materials Samples and other appropriate submissions 491 1 1209 C Appeals Appeals shall be governed by the process and requirements listed in Chapter 23 of the Monticello Zoning Ordinance 491 11209 D Status of CCD design review decisions Design review decisions shall be treated as follows 1 Permitted Uses which comply with all building code and zoning ordinance standards Decisions shall be advisory to the Building Official 2 Conditional and Interim Uses and Variances Decisions shall be reviewed by the Planning Commission and included in its recommendation to the City Council 491 1 1209 MONTICELLO ZONING ORDINANCE 14B 7 City Council Agenda: 05/24/10 1 13. Consideration of renewing policies for the Monticello Community Center. (KB) A. REFERENCE AND BACKGROUND: The Community Center Advisory Board began a comprehensive review of the policies for the community center about four months ago. While the policies rarely change from year to year, we realized that is had been many years since the City Council had an opportunity to review and adopt the policies for MCC. The Advisory Board reviewed each section of the policy manual, recommending minor changes based on how the facility is currently being used and operated. The Advisory Board is now asking the City Council to officially approve the policy manual as submitted. A1. Budget Impact: There is no budget impact on this item. A2. Staff Workload Impact: The policy manual is the guide for ensuring safe and enjoyable use of the community center for all users. All employees are apprised of the policies, are trained on them regularly, and are expected to enforce the policies using exceptional customer care. Without this policy manual, it would be difficult for staff to have consistent guidelines for facility users. B. ALTERNATIVE ACTIONS: 1. Motion to approve the policy manual as submitted. 2. Motion to deny approval of the policy manual as submitted either requiring another review by the Advisory Board or making a recommendation for changes to the policy manual as submitted. C. STAFF RECOMMENDATION: The Community Center Advisory Board, along with the support of the community center staff, recommends the approval of the policies for the community center as submitted to the Council. D. SUPPORTING DATA: Copy of the community center’s policy manual as reviewed by the Advisory Board MONTICELLO COMMUNITY CENTER POLICY MANUAL 1 TABLE OF CONTENTS ADULT SPA 9 CLIMBING WALL 14 CONDUCT IN FACILITY 7 DROP-IN CHILDCARE 16 FAMILY SPA 9 FITNESS CENTER 12 GATOR FLOATABLE 10 GENERAL POLICIES 2 GYMNASIUM 15 LOCKER ROOM 11 MEMBERSHIP INFORMATION 22 PARTY ROOM 20 POOL 8 PROGRAMS & CLASSES 21 ROMP ‘N’ STOMP 17 ROOM RENTALS 19 SUPERVISION REQUIREMENTS 7 TRAINERS/COACHES - NON EMPLOYEE 3 WALKING TRACK 13 WAREHOUSE TEEN CENTER 18 WATER SLIDE 10 INDEX 23 MONTICELLO COMMUNITY CENTER POLICY MANUAL 2 GENERAL FACILITY GUIDELINES: 1. TOBACCO-FREE POLICY FOR COMMUNITY CENTER A. There is no smoking or tobacco use allowed in any area within or immediately adjacent to the community center building. Smoking is permitted outside a 30 foot perimeter from the building, with the following exceptions: B. The Mississippi Room patio will be allowed as a smoking area for renters of the Missi ssippi Room only. C. There is no smoking or tobacco use on the south side of the community center, with the exception of the patio when rented. This includes all entrances, sidewalks, parking lot and the areas in and around the wheel parks. 2. FOOD AND BEVERAGE POLICIES: A. The community center does not allow food brought in from outside with the exception of renters of the Boom Island, Bridge Room, Warehouse and Mississippi Room. B. Alcohol is only allowed in the Mississippi Room and adjacent patio with prior approval of the Event Coordinator. All alcohol beverages must be provided by an approved alcohol provider and requires a Peace Officer, reserved by the community center, be present at the event. The cost of the Peace Officer is the responsibility of the renter. Alcoholic beverages are not allowed in any other rental room or in any other area of the building. C. Consumption of food and beverages, for general facility users, will only be allowed in the concession table area and the main hallway. For sanitary reasons, we can‟t allow food in the locker rooms, pool area, the gymnasium, the fitness area (with the exception of water), the Romp n Stomp or childcare, the climbing wall drop pit, restrooms or walking track. D. Red beverages are prohibited on all carpeted areas, the pool area, the gymnasium or any area that could stain. 3. ADVERTISING AND SOLICITATION POLICIES: A. Any on-site solicitation must be authorized by an MCC Manager. Authorized solicitations will be limited to non-profit organization for fund raising efforts. B. Vendor solicitations will not be permitted without a prior appointment. C. The Community Center bulletin board: A. Will be used to advertise for non-profit organizations community events, MCC programs, the senior center and the library. B. Items will be not be displayed for longer than 30 days. C. All posting must be approved by a Manager or a Lead Guest Service Associate prior to posting. D. The community center will remove and dispose of any material that is not authorized or is not permitted by our policies. No notification will be made to advertiser. D. Banners and posters: the community center maintains advertising banners in the gymnasium. Please see the event coordinator to inquire about cost and contract length. All appropriate and authorized posters will be posted on the MCC bulletin board. At no time will non City or community center information be posted on any entry way doors, with the exception of the Riverfest celebration information. 4. MUSIC: Sound levels in and around the facility are required to be controlled and maintained at a volume for individual listening only. The community center does provide music in some areas of the building and will maintain a volume appropriate for background listening. Any other use of music must be authorized by MCC Management. MONTICELLO COMMUNITY CENTER POLICY MANUAL 3 5. FACILITY PHONES AND CUSTOMER PAGING: A. Emergency phones are located in the pool area, meeting rooms and at the Guest Service Counter. To use dial 9 and then the appropriate number. There is no long distance service available. B. A courtesy phone is available at the Guest Service Counter at no charge for paying MCC customers or members. For all others, there will be a charge for phone use equivalent to current pay phone charges to use. C. MCC will page users on an emergency basis only. The paging system is not available in all areas of the community center. Therefore, if it does not interfere with facility operations, a Guest Service Associate will attempt to find an individual only in an emergency situation. 6. DRESS CODE: A. All facility users must wear a shirt and shoes in all areas with the exception of the pool and locker rooms. Socks, not shoes, only must be worn in the Romp n Stomp play area. B. We strongly recommend some type of foot cover be worn outside the pool area and locker rooms. C. Wet bathing suits will not be allowed out of the pool area, locker room or the concession area. We strongly recommend that individuals dry off completely before entering any area outside the pool and locker room area. D. Any user will be asked to leave the building if they are wearing clothing that is determined to be offensive or inappropriate. The determination will be made by a Manager or a Lead Guest Service Associate. Input from other users will be taken into consideration in making this determination. E. No riding on skate boards, wearing in-line skates, or athletic shoes with wheels will be allowed in the community center or on the sidewalks surrounding the community center. 7. INAPPROPRIATE MATERIAL OR LANGUAGE: A. Inappropriate items, clothing, behavior or language will not be allowed in or around the community center. Inappropriate would be defined as racial, sexually explicit, displays of nudity or use of profane or derogatory language. 8. ZERO TOLERANCE POLICIES: MCC will enforce a zero tolerance policy against any type of weapons, drugs, violence, theft, underage use or possession of alcohol or tobacco products. Violators will be removed from the premises and not allowed future access. Law violations will be reported to the Wright County Sheriff‟s Department. 9. PAYMENT FOR FACILITY USAGE: a. Payment for use of the Monticello Community Center is expected prior to use. Each paying customer will be banded with the appropriate band for the facility area paid for. The only free use areas of the facility are the Walk/Jog Track and the Warehouse Teen Center for middle and high school students during its posted open times only. Both areas require sign in before use. b. Any person using the facility without payment will be asked to immediately pay for use at the Guest Service Counter. In the case of repeated nonpayment offenses, the police will be brought in for legal resolution. c. OUTSIDE TRAINER / COACHES POLICY: 1. Outside Personal Trainers or Coaches who regularly use the community center facilities for client training will be required to: 2. Register and sign a use agreement with the Community Center. 3. Provide proof of personal liability insurance coverage. MONTICELLO COMMUNITY CENTER POLICY MANUAL 4 4. Notify staff of days and times of facility use to ensure no conflicts. 5. Pay a 5% commission fee to the community center for all client fees collected for training at the Community Center. 6. Commit to a no-compete clause in which the Trainer or Coach will not encourage a community center member or customer to another business or encourage an outside person to utilize the community center over another business. 7. The Community Center management reserves the right to discontinue training opportunities for non-employee trainers or coaches. 10. LOITERING POLICY: Individuals or groups lingering at the Community Center for an unreasonable period of time who are not using the “free” areas, or in general appear to be lingering without purpose, will be asked to leave by the manager, supervisor or the custodian on duty. If the individual or group does not comply with the manager, supervisor or custodian, the Wright County Sheriff shall be called for assistance. 11. CAMERA USE: Still or digital cameras, video cameras, cell phone cameras or any type of video recording or surveillance equipment are prohibited from use in the locker rooms and restrooms. If cameras are used in these prohibited areas, the equipment will be confiscated and turned over to the Wright County Sheriff‟s Department for further investigation. Any camera use that infringes on the privacy of another individual using the MCC public areas will be prohibited and camera equipment may be confiscated. 12. REFUNDS: The Guest Service Associate is unable to provide a refund to any individual. There is a refund request form available at the Guest Service Counter. The form will be forwarded to Management for follow up. See CANCELLATION POLICIES (14. Page 5) for refund calculation on membership. 13. INJURIES WHILE AT THE COMMUNITY CENTER: The use of any area of the Monticello Community Center is at the individuals own risk. All users will hold harmless the City of Monticello, the community center and its employees. A community center employee will provide assistance, within their abilities and personal safety, for any individual who is injured while using or visiting the community center and City of Monticello. An incident report will be filled out at the time of the injury and forwarded to a Manager for follow up. The City of Monticello does not pay for medical claims for individuals injured while using the community center facility. In the case where negligence is suspected, a formal request for follow up must be made directly to the Community Center Director. 14. CANCELLATION POLICIES: A. Membership cancellations: To cancel a membership requires the payment of a cancellation fee due at the time of the cancellation request. A manager will be given the information to determine if a refund of fees paid is appropriate. If a refund is appropriate, the community center will require a processing fee of $10, which will be deducted from the refund amount, and have a check issued from the City of Monticello. The City of Monticello writes and distributes checks on a specific schedule which cannot be altered or overridden. HOW MEMBERSHIP REFUNDS ARE DETERMINED: 1. All Annual or Three month passes will have the number of months held calculated. 2. The appropriate Continuous monthly payment amount will be applied for the number of months held. 3. Cancellation fees and processing fees will be added to this amount. MONTICELLO COMMUNITY CENTER POLICY MANUAL 5 4. The calculated refund amount will be applied to the amount paid to determine refund available. B. PROGRAM CANCELLATIONS: 1. Single Day Activity: a. Cancellation request given three (3) days or more prior to class start - Full refund. b. Cancellation request given 24 hours up to three days prior to class start - 50% credit voucher a. Cancellation request within24 hours or after class start - No refund given 2. Classes That Meet For More Than Once: a. Cancellation requests given seven (7) days or more prior to class - Full Refund b. Cancellation requests given within seven (7) days of class start - 50% credit voucher. c. Cancellation requests given on or after start date - No refund given C. RENTAL CANCELLATIONS: 1. Boom Island, Bridge, Warehouse, River Room or Sunday through Thursday Mississippi: a. Cancellation requests received two (2) weeks or more to the rental date will be refunded the full rental amount paid to date. b. Cancellations requests received 13 days to 24 hours prior to the rental reservation will be given a 50% refund of the renal amount paid to date. c. Cancellation requests received within 24 hours of the rental reservation will not be given a refund. 2. Mississippi Room and Little Mountain Chapel: Cancellation requests will be half of the rental amount. If the room is subsequently rented, the other half will be refunded. D. PARTY ROOM CANCELLATIONS: 1. Cancellations given within three (3) weeks of the party date will not be issued a refund. 2. Cancellations before three (3) weeks of the party date will be issued a refund in the amount of 50% of what was originally paid. 15. MISCELLANEOUS: a. The Monticello Community Center, or its personnel, is not responsible for lost or stolen items or personal valuables. b. The Monticello Community Center reserves the right to deny admission or eject anyone who appears to be under the influence of alcohol or a controlled substance. c. The Community Center will not be able to provide any personal storage space in the building. Do not leave items overnight in lockers, unless the locker has been rented by you with the Operations Coordinator. Certain lockers have been designed for extended rentals. All other locks left on lockers overnight will be cut. The items will be bagged and retained for seven days then put in the lost and found. d. All community center users must comply with all city ordinances, Minnesota State Statues, Federal Laws and Building and Fire codes. e. LOST AND FOUND: Items found will be placed in lost and found. If items remain unclaimed for two (2) weeks, they will be disposed of by the community center. An item lost, identified by the owner, but left unclaimed for two (2) weeks will be disposed of by the community center. Items in the lost and found will be considered lost items and as such not the responsibility of the community center. MONTICELLO COMMUNITY CENTER POLICY MANUAL 6 16. COMMONS AREA USE: a. No organized meetings in the commons area. b. No parties, gift opening or cake/cupcakes will be allowed in the commons area. c. No use of balls in the hallway, hacky sacks, skates, skate boards or wheels on shoes of any type will be allowed inside the community center. 17. COMPLAINT, COMMENT OR SUGGESTION PROCEDURE: a. A comment box will be maintained at the Community Center bulletin board. All comments, complaints or suggestions are forwarded to MCC Management for follow up. b. The community center, at any time, welcomes comments, suggestions, complaints or appreciation from any user to any MCC Staff person. Any verbal comment, suggestion or complaint will either be handled immediately, if possible, or forwarded to the appropriate manager for follow up. 18. CLOSURES; BUILDINGS OR AMENITIES: a. The Community Center management shall have the discretion to close the facility in case of a building emergency or inclement weather. Information will be provided on WCCO and KRWC radio. b. The Community Center will block off dates for necessary repairs or maintenance of areas / equipment. The maintenance department will work to open these areas at the earliest possible time. Refund, credits or extensions will not be given for such closures. 19. CANCELLATIONS; PROGRAMS: a. The Community Center will follow the Monticello School District‟s weather related school closure policies. If the school closes due to weather, all programs, classes, and lessons will be cancelled. We will do our best to notify participants by phone or email, however, participants should feel free to check with the front desk for class or activity status. 20. The Community Center Management, Advisory Board and City Council reserve the right to interpret, adjust or change any policy in this manual without prior notification to ensure the safe and successful use of the Community Center for all patrons. MONTICELLO COMMUNITY CENTER POLICY MANUAL 7 SUPERVISION AND CONDUCT POLICIES: 1. SUPERVISION POLICIES: a. General facility (excluding fitness center): Children under the age of eight (8) must be kept under the direct supervision of an adult at all times. The City will not assume liability for unsupervised children. Underage and unsupervised children identified will be required to call their parents or guardian and facility use will be restricted until supervision arrives. b. The parents or adult supervisors of any minor child will be assessed any damage or additional cleaning costs that have incurred as a result of lack of supervision. c. Pool use during unguarded hours: At no time, will anyone under the age of 18 be allowed into the pool during unguarded hours. d. Pool Supervision, during guarded times: Children ages five (5) and under must be directly supervised by a paid adult swimmer at all times. It is strongly recommended that any child under the age of 12 be supervised by a parent or responsible adult. e. Romp „n‟ Stomp Supervision: Children five (5) and under require parent or adult supervision while in the Romp „n‟ Stomp area. f. Fitness Area and Walking Track Supervision: Children between the ages of 12 and 15 are required to be directly supervised by a parent or responsible adult. Ages 16 and above may use the fitness area and walking track without adult supervision, however, supervision at all times is highly recommended. For children ages 12 to 15 who have taken and passed the Kid Lifting equipment orientation program they may be in the fitness center unsupervised. 2. CONDUCT POLICIES: a. All persons present at any activity on MCC property shall abide by the policies of the MCC. At their discretion, MCC staff or their acting security person may: Order removal of the offender Revoke the permit and order all persons from the premise, without refund or any monetary compensation. Order immediate removal of all intoxicating liquor or substances from the premises. b. Disorderly conduct will be grounds for immediate termination of the activity or event without refund. This will be determined by staff or law enforcement agency. Assistance from the Wright County Sheriff will also be requested for persons or groups who: 1. Conduct themselves in a disorderly manner as to disturb or threaten the public peace, engage in brawling or fighting, engage in offensive, obscene, or abusive language, or engage in a boisterous and noisy conduct tending unreasonably to arouse alarm, anger or resentment in others. 3. Lingering about the doorway, sitting or lingering upon the steps, window sills, railing, fence or parking area adjacent to the community center in such a manner as to obstruct or partially obstruct ingress to or egress from the building, appear to be threatening to users or employees of the community center, or in such a manner to annoy the occupants of the community center. 4. Refuse to pay admission fee required for facility use. c. No profanity, violence, assaultive or abusive behavior or language will be tolerated. d. As a family facility, it is expected that all users of the community center will treat each other with respect and in particular not monopolize any area or piece of equipment that is open to the public. MONTICELLO COMMUNITY CENTER POLICY MANUAL 8 AREA SPECIFIC POLICIES: POOL: The MCC pool has posted hours when life guards are on duty. During Guarded Hours, any child five (5) years and younger must be directly supervised by a paid adult swimmer. MCC strongly recommends that all minor children be supervised by an adult. During un-guarded pool hours, no one under the age of 18 will be allowed into the pool area. 1. All persons using the swimming pool or hot tubs must take a shower with soap before entering the pool. 2. Any person who is not toilet trained must wear disposable diapers approved for use in public swimming pools. 3. No diving is allowed. 4. Any person having an infectious or communicable disease is prohibited from using the public pool; lesions, rashes (open or in the healing process) on any person are prohibited from using the pool This would include chicken pox, poison ivy, etc. Persons having open blisters, cuts, etc., are strongly advised not to use the pool. 5. Spitting, spouting water, blowing the nose, or discharging bodily wastes in the pool is strictly prohibited. 6. Running, pushing, boisterous, rough play or excessive noise is forbidden in the pool area, showers or dressing rooms. 7. No food or drink, with the exception of water in a plastic container, will be allowed in the pool area. 8. Public displays of affection will not be allowed in the pool. 9. Dogs and other animals are not allowed in the pool area. 10. All children ages 5 years and younger and non-swimmers must be within arms reach of a paid swimming parent or responsible adult supervisor. 11. MCC pool bather load is 250 people. The Life Guards will enforce bather load limits and ask individuals to exit the pool if necessary. 12. No dangling jewelry will be allowed. 13. Street shoes cannot be worn on the pool deck. They must be stored in the locker rooms or available shoe cubby. 14. Remove all bandages, tape, etc., before entering the pool. Gum chewing is not allowed in the pool area. 15. Swim suits must be worn. Cut-offs or dyed clothing will not be allowed. 16. Do not visit excessively with the Life Guards. The job requires close attention to the pool for public safety. 17. The community center is not responsible for lost or stolen articles. Please lock up all personal items in a locker. We strongly recommend that all items of value be left at home. 18. We cannot allow items that have previously been used in a lake in to the community center pool for health and sanitary reasons. If such an item is to be used, it should be dipped in bleach and dried before use in the community center pool 19. Coast Guard approved floatation devices will be allowed, however, do required direct supervision by an adult swimmer. Large floatation equipment cannot be allowed for safety reasons and out of respect for other patrons. No SCUBA will be allowed and snorkeling must have prior permission. 20. The management reserves the right to refuse admittance to, or eject from the pool premise, any person failing to comply with any of the above health and safety regulations. MONTICELLO COMMUNITY CENTER POLICY MANUAL 9 AREA SPECIFIC POLICIES - HOT TUBS, FAMILY AND ADULT 1. ADULT SPA: a. The adult spa is for any paying customer ages 16 and older. b. Individuals must shower with soap before entering the spa. c. The spa temperature will be maintained at 102 degrees. A pool this temperature is unsafe for young children, pregnant women or persons with heart disease, diabetes, high blood pressure or low blood pressure. d. It is strongly recommended that an individual not spend more than ten (10) minutes in this spa. Nausea, dizziness or fainting could result from prolonged use. e. The spa capacity is four (4) people. This is to be self monitored. The life guards will step in if the capacity policies are not being followed. f. No alcohol, food, or other beverages will be allowed in the spa. Water in a plastic container will be the only exception. g. No one suspected to be under the influence of alcohol or other narcotics will be allowed to use the spa. h. Public displays of affection will not be allowed in the spas. i. Swim suits are required in the spas. No cut off shorts or dyed clothing will be allowed. j. Spas use chlorine as its sanitizing agent. Chlorine is similar to bleach and may cause swim wear to fade or wear more quickly. MCC will not be responsible for swim wear that appears worn prematurely from spa use. k. General pool rules are in effect for spa use. 2. FAMILY SPA: a. The family spa is for any paying customer ages 3 years and older. Spa users must be toilet trained. For health reasons any person in a diaper will not be allowed in the family spa. b. Direct adult supervision will be expected for users of the family spa. c. Individuals must shower with soap before entering the spa. d. The spa temperature will be maintained at 98 degrees. e. It is recommended that an individual not spend more than ten (10) minutes in this spa. If an individual experiences nausea, dizziness, or fainting they should seek immediate medical attention. f. The spa capacity is four people. This is to be self monitored. The life guards will step in if the capacity policies are not being followed. g. No alcohol, food, or other beverages will be allowed in the spa. Water in a plastic container will be the only exception. h. Public displays of affection will not be allowed in the spas. i. No one suspected to be under the influence of alcohol or other substance will be allowed to use the spa. j. Swim suits are required in the spas. No cut off shorts or dyed clothing will be allowed. k. Spas use chlorine as its sanitizing agent. Chlorine is similar to bleach and may cause swim wear to fade or wear more quickly. MCC will not be responsible for swim wear that appears worn prematurely from spa use. l. General pool rules are in effect for spa use. MONTICELLO COMMUNITY CENTER POLICY MANUAL 10 AREA SPECIFIC POLICIES: WATER SLIDE: The community center flume slide is 160 feet long with three turns. It is fast and fun, however, due to it‟s speed the community center will enforce these rules to ensure the safe use and enjoyment. 1. The water slide will only be available during posted open hours. If an individual is interested in reserving the slide for a group during non open hours, this can be arranged through the Event Coordinator. 2. Only one person on the slide at a time. Double riding is not allowed. 3. Slide riders must be at least 42 inches tall and be able to swim unattended to the stairs. 4. No waiting or catching at the bottom of the slide will be allowed. 5. All slide riders must ride the slide feet first sitting up facing forward only. 6. Stopping, standing, lying and kneeling on the slide is prohibited. 7. No floatation devices will be allowed on the waterslide. 8. Keys, eyeglasses, swim goggles, jewelry, watches, etc., cannot be worn or carried down the slide. These objects can cause injury and/or scratch the fiberglass water slide. 9. A slide attendant will always be on duty when the slide is open. They will let individuals know when they can enter and use the slide. The slide attendant does have the authority to evict an individual from the slide and/or the pool area based on behavior that does not follow the rules of the slide or the pool. AREA SPECIFIC POLICIES: GATOR FLOATABLE TOY: The Gator Floatable Toy (hereafter known as the Gator) is a large floating toy that will be used in the MCC pool on a limited basis with specifically scheduled hours. The schedule will be available in advance for our guests. 1. When the Gator is in the pool the community center will have a Life Guard designated to monitor and guard the use of the Gator. 2. There is no diving from the Gator. 3. Stay out from under the Gator as the cables may cause a danger to swimmers. 4. There is a five (5) person limit on the Gator at one time. 5. No standing, pushing or leaping from the Gator. 6. Gator users must obey the Life Guard‟s commands at all times. 7. Because the Gator is in the deeper end of the pool, no life jacketed swimmers or non-swimmers will be allowed on the Gator. MONTICELLO COMMUNITY CENTER POLICY MANUAL 11 AREA SPECIFIC POLICIES: LOCKER ROOMS: 1. The Community Center provides a Men‟s, Women‟s and Family locker rooms. 2. The Community Center will enforce an opposite sex policy in the Men‟s and Women‟s locker rooms. No child, of the opposite sex, over the age of 18 months will be allowed in the Men‟s or Women‟s locker rooms. Family Locker rooms are available to accommodate this situation. An exception to this policy would be after swim lessons to ensure quick access to shower areas for smaller children. However, out of respect for other users, locker room users with small children should use the family locker room whenever possible. 3. Use of the Family Locker Room is limited to families with small children and multi-gender families. 4. The use of cameras, video cameras or cell phone cameras is forbidden in all MCC Locker Rooms. If camera equipment is used it may be confiscated and turned over to the Wright County Sheriff‟s Department for further investigation. 5. There are pay lockers available for daily use. The Community Center strongly recommends the use of these lockers for all personal items. Change for the lockers is available at the Guest Service Counter. At all times, personal items or valuables should be locked up. 6. Items lost or stolen will not be the responsibility of the community center. Valuables should be locked up or not brought into the facility. 7. Food and beverages, with the exception of water, will not be permitted in the locker rooms. 8. Inappropriate behavior or language will not be permitted in the locker rooms. Patrons should immediately report any problems the Guest Service Counter for resolution by an employee or the police as the situation warrants. MONTICELLO COMMUNITY CENTER POLICY MANUAL 12 FITNESS CENTER 1. It is strongly recommended that everyone should consult with their physician before beginning any exercise program. 2. Direct parent supervision is required for anyone under the age of 16. Children under the age of 12 will not be allowed on the equipment at all. Children between the ages of 12 and 15 who have successfully completed the Kid Lifting program may use the fitness center without adult supervision. 3. For their safety, children should not be in the fitness area. 4. Entry to the Fitness Area requires a current membership to MCC, payment of a daily fee for that day, or a signed guest pass that authorizes the user to be in the Fitness Area. 5. Shirt and shoes are required at all times. Swim wear, wet or dry, bare or sandaled feet will not be allowed. 6. Use of the fitness center and walking track will require a change of shoes to clean bottomed athletic shoes to ensure all equipment stays in good working order. 7. Please be respectful of others: a. Don‟t monopolize the equipment or areas of the fitness center. b. Disinfect the equipment after use. The Community Center will provide disinfecting wipes. c. TV channels will be set on a first come basis and can be changed with the remote control. Please be courteous to other fitness area users and check with them before changing channels. d. Unload weight plates from equipment after using. 7. The Community Center management has the right to eject any person for violating the rules and policies of MCC. Fees paid will not be refunded. 8. Use common sense when lifting and use safe lifting practices. The community center does not employ full-time fitness center staff. A Trainer will be available one evening and one morning per week, as needed, to assist with equipment demonstrations. Please check with the Guest Service Counter for days and times as they may vary. 9. Fitness area televisions require a personal radio, tuned to the specified frequency, to listen to the audio. Do not turn up the volume on the actual television. 10. Please report any equipment problems to the Community Center staff as soon as possible for prompt repair and maintenance. MONTICELLO COMMUNITY CENTER POLICY MANUAL 13 INDOOR WALKING OR JOGGING TRACK: The Community Center offers an indoor track for walking or jogging. The outside lane requires 15 laps around to equal one mile, the middle lane requires 15.9 laps to equal one mile and the inside lane requires 16.7 laps to equal one mile. This amenity is FREE amenity of the Community Center. 1. It is strongly recommended that everyone should consult with their physician before beginning any exercise program. 2. The Indoor Track is available all hours that the facility is open. The community center requires that all track users sign in at the Guest Service Counter before using the track. Facility hours information is available at the Guest Service Counter. 3. The Indoor Track is not for individuals under the age of 16 unless directly supervised by an adult and using the track appropriately. If a younger individual is hampering the use of the track for others, they will be asked to leave the Indoor Track area. 4. Strollers are permitted on the walking track. To help us keep the track clean, please make sure the wheels are clean and free of excess dirt and debris. 5. There are directional signs designated by day of the week to ensure comfortable and safe use of the walking track. Please adhere to these instructions. 6. Shirts and shoes will be required at all times. G ym shoes or walking shoes are highly recommended. We ask that track users bring in and wear separate shoes on the walking track to keep the area clean. 7. Bathing suits, wet or dry, will not be allowed on the walking track. 8. No one will be allowed to spit, drop or throw objects onto the gymnasium floor. This action will result in ejection from the Community Center with no refund of any fees paid. 9. No standing on the walking track. 10. Joggers should use the outside lane. Walkers please move to the inside lanes. The middle lane should be used for passing. 11. Do not take up all lanes so as to obstruct other users from passing. Please be courteous to other users. 12. Do not climb on the center railing at any time. 13. Please obey all posted safety and information signs. MONTICELLO COMMUNITY CENTER POLICY MANUAL 14 CLIMBING WALL: The climbing wall is located in the main hall of the community center across from the Guest Service counter. The climbing wall is 38 feet tall with a center “art wall” rock -like area. The wall features include six top anchors with many routes set up ranging in difficulty from 5.4 to 5.12+, and two 32 feet tall hydraulic auto belay climbing systems. 1. Climbing and general wall use is only allowed during open hours and when staff is on duty. The wall can be rented for groups during closed hours and will only be available for that group. Arrangements must be made in advance with the Event Coordinator. 2. All climbers must comply with the judgment and decisions of the climbing staff on duty. 3. All climbers must have on file with MCC a signed waiver of liability. A parent or guardian‟s signature will be required on a minor child‟s waiver. 4. Children ages 10 and under must be accompanied by an adult unless other arrangements are made. 5. The climbing wall is included on MCC memberships. Non members will be required to pay a fee to use the wall. All wall users must check in at the Guest Service counter before entering the climbing wall area. 6. The use of the climbing wall is on a first come basis. All climbers must wait behind the belay staff for their turn. Please be respectful of the other climbers. 7. No swinging, flipping or general reckless behavior will be allowed. To ensure rope integrity, please don‟t hang or step on the ropes. 8. No hard-soled footwear, cowboy boots, sandals or bare feet will be allowed on the climbing wall. Rock climbing shoes or athletic shoes are recommended. 9. The MCC climbing wall allows chalk balls only, no loose powder will be allowed. 10. No climbing will be allowed while under the influence of intoxicating substances. The climbing wall staff will make the decision of fitness for climbing. 11. Shoes, coats and back packs must be stored in the lockers or locker room to ensure that the climbing area stays clear. MCC is not responsible for lost or stolen items. 12. Harnesses must be removed after climbing. Climbers cannot leave the climbing area with a harness on. 13. Use of the auto belay system will require review and approval by the on staff person before ascending the wall. 14. Auto belay users weighing 50 pounds or less will need to have a trail rope attached to them. Their low weight will not properly activate the hydraulic system during their descent. 15. Individuals weighing more than 250 pounds may not use the Auto Belay climbing system. The hydraulic system is not able to control their ascent or descent safely. MONTICELLO COMMUNITY CENTER POLICY MANUAL 15 GYMNASIUM: The community center gymnasium will attempt to maintain an open gym at least 90% of their building hours. All gym closings will be posted at least one week in advance. 1. The gymnasium will be unavailable one weekend per month to accommodate drilling and training for the National Guard unit based within the community center building. 2. Use of the community center gymnasium is included on MCC membership and daily pass purchasers. Check in at the Guest Service counter is required for all users. 3. No food, gum, or beverages, except water in plastic containers, will be allowed in the gymnasium. 4. No black-soled shoes or shoes that mark the floors will be allowed. Athletic shoes are strongly recommended. Bare feet will not be allowed in the gymnasium. 5. No hanging on the rims or nets. The hoops will be set at the ten (10) foot limit unless a parent with a smaller child requests they be lowered. We ask that they inform the Guest Service counter when they are done with the lower hoops so that they can be restored to the ten (10) foot height. 6. Inappropriate language, gestures, or behavior will not be tolerated. The violators will be warned and/or removed from the facility depending on the severity of the infraction. Fighting will not be tolerated at any time and will result in expulsion from the gymnasium and the facility immediately. A refund of any monies paid for gym use will not be given after expulsion. 7. Equipment for the gymnasium can be check out at the Guest Service counter, with the deposit of some form of collateral, on a first come basis. Gym users may bring their own equipment for use, however, MCC is not responsible for lost, stolen or broken items. Stereos or playing a stereo will not be allowed in the gym. Personal music systems with headphones will be allowed. 8. During open gym full court play is not allowed. 9. Ball throwing or kicking will not be allowed when the gym is busy or is deemed a dangerous activity to other gym users by the Guest Service Associates. All throwing activities are required to be under the walking track on the west end of the building for the safety of all gym and walking track users. 10. Throwing or kicking balls or other items up to the walking track or down from the walking track is never allowed and will result in expulsion from the gymnasium. MONTICELLO COMMUNITY CENTER POLICY MANUAL 16 DROP IN CHILDCARE: The Drop-In childcare is an un-licensed supervised area for community center facility users. The childcare offers age appropriate toys and activities and space to play while parents or guardians are using the community center. 1. The community center Childcare is an unlicensed drop-in child care facility for children ages eight (8) weeks to eight (8) years of age. 2. The Childcare capacity is 15 patrons with one attendant. This will be on a first come basis. Reservations cannot be made in advance to hold a space. 3. The Drop-In Childcare is open during posted hours only. No child(ren) can be left in there during unattended hours. 4. The parent or guardian of the child(ren) must remain in the community center building at all times. 5. The time limit for Childcare use is not to exceed two (2) hours. 6. The parent or guardian is expected to bring their child in fed. Snacks or meals will not be allowed in the childcare. For children who require a bottle or to be bottle fed, the Childcare Attendant will attempt to assist on a limited basis, however, if the demand in the facility is high, they will not be able to provide the service of bottle feeding. 7. The Childcare will not be able to provide individual attention, toilet training, meals or snacks, care for a sick or injured child, diaper changing or special clean up needs. The parent or guardian will be aske d to specify which area of the facility they will be using in case any of the listed situations arise. The parent or guardian will also be notified in the case of: a. The child appears to be ill, i.e. has a fever, a green runny nose, or pink or runny eyes, etc. b. The child cannot be calmed down after ten (10) minutes c. Has a soiled diaper d. Is disruptive and does not respond to positive discipline. 8. The Childcare Attendants will not be allowed to administer medication at any time. 9. To ensure the safety of all children in the Drop-In childcare, all children must remain in the childcare room and will not be allowed to play in the Indoor Play Area also known as the Romp n‟ Stomp. 10. To the best of our ability, we will try but will not be able to completely control, exposure to illness, accidental injuries or injury from another child against your child. 11. Payment for use of the Drop-In Childcare is expected at the time of service. Please do not tip the Childcare Attendant. As a municipal employee, they cannot accept gratuities or they risk termination of employment. 12. Discipline will be handled by using the time-out system, however, if behavior is not modified, the parent or guardian will be summoned to discipline the child further or to remove them from the Childcare. 13. Use of the Drop-In Childcare does require a parent signed waiver and emergency information be kept on file. This information is private and will not be shared with anyone. 14. The community center is not responsible for lost, stolen or broken items. Please label any items brought into the Childcare with your child. 15. The community center asks that the parent or guardian help to acclimate the child(ren) to the Drop-In Childcare area. Children have good and bad days, or may not be feeling well and therefore use of the Childcare may not be in the best interest of the child(ren) on certain days. MONTICELLO COMMUNITY CENTER POLICY MANUAL 17 ROMP ‘N’ STOMP - INDOOR PLAY AREA: The Romp „n‟ Stomp is for individuals who are 48 inches or shorter. It‟s a wonderful structure that kids can climb on, slide down and just have a great time in. The Romp „n‟ Stomp is in a large room with other fun activities for kids to play with and plenty of room for mom or dad to sit and watch. 1. The Romp „n‟ Stomp is included in community center membership. Patrons can also access the Romp „n‟ Stomp by purchasing a daily pass or by paying an Indoor Play area fee. All users must check in at the Guest Service counter before entering the play area. 2. The Romp „n‟ Stomp is for children 48 inches or shorter and children up to age 8 years. There is a height marker just prior to entering the room. 3. Direct adult supervision will be required at all times for children ages five (5) and under. This does mean that the supervising adult must be in the Romp „n‟ Stomp with the child. The community center does not staff or supervise this room. 4. For sanitary reasons. socks must be worn at all times in the Romp „n‟ Stomp 5. Bathing suits, wet or dry, cannot be worn in the Romp „n‟ Stomp 6. Do not change your baby on the floor in the room. There is a diaper changing station in all of the community center restrooms and locker rooms. 7. Have your child use the restroom before entering the Romp „n‟ Stomp. 8. Do not bring food or beverages into the Romp „n‟ Stomp room. 9. Coats, shoes, back packs and diaper bags should be stored in the cubbies near the indoor play area. It is recommended that a locker be used for more secure storage. The community center is not responsible for lost, stolen or broken items. 10. For health reasons, no child who has a fever, has a rash, a green runny nose, or pink runny eyes will be allowed in the Romp „n‟ Stomp. 11. The parent or guardian will be responsible for disciplining and controlling their child from biting, hitting, pushing or other aggressive or disruptive behavior. 12. Use of the Romp „n‟ Stomp is not included when your child is checked into the Drop-In Childcare. The Childcare staff is not able to supervise the Romp „n‟ Stomp along with the Childcare. MONTICELLO COMMUNITY CENTER POLICY MANUAL 18 WAREHOUSE TEEN CENTER: The Warehouse Teen Center is open and supervised by MCC staff after-school hours during the school year and afternoons during the summer hours. The Warehouse is open to middle and high school students. The room offers a big screen television, pool table, foose ball table, ping pong table and restaurant-style booth seating. When the Warehouse is not open for teens, it is available to rent. Rentals should be coordinated with the Event Coordinator. When Warehouse is open as a Teen Center: 1. The Warehouse Teen Center is for individuals ages 11 to 18 years of age and in Middle School or High School. 2. Warehouse users are expected to sign in when entering the center. If the user leaves the center, they will not be readmitted. 3. Warehouse users will be expected to respect the MCC staff, the other Warehouse users, and the MCC facility users. 4. No illegal activity will be allowed. This will be enforced with zero tolerance. The Warehouse Supervisor will No Trespass the individual and call the Wright County Sheriff‟s Department to report all illegal activity. 5. No profanity or foul language will be tolerated. 6. No assaultive behavior. This will be enforced with a zero tolerance. 7. No gambling. 8. No vandalism or graffiti. Violators will be expected to pay for the cost to replace or to repair any damage. 9. No prolonged displays of affection. 10. The community center will not be responsible for personal items such as personal electronic equipment, jewelry, bicycles, etc. if they are lost or stolen. 11. The Warehouse supervisor will use a warning system for discipline. The number of warnings or the discipline action taken will be dependent on the severity of the offense and at the discretion of the Warehouse supervisor with the full authority of the MCC Management. MONTICELLO COMMUNITY CENTER POLICY MANUAL 19 ROOM RENTAL POLICIES: The Monticello Community Center has a number of rooms available to rent to individuals, groups, organizations or businesses. All reservations must be made in advance on a first come basis. The community center has available the Boom Island Room, Bridge Room, the River Room, the Warehouse Room and the Mississippi Room. Weekend rates may apply. Information is available from the Event Coordinator. 1. Rental rates are calculated on an hourly basis, except where otherwise identified. The hourly fee is not prorated for partial hour use. 2. The City of Monticello requires a Transient Merchant fee be paid for any facility renters who are using the facility for sales of goods. 3. Set up time is not included in rentals. If additional time is required, it must be reserved and paid for. 4. Cancellations and refund policy will be handled as follows: a. Cancellation requests received two (2) weeks or more before rental reservation will be given a full refund of the rental amount paid to date. b. Cancellation requests received 13 days to 24 hours prior to rental reservation will be given a 50% refund of the rental amount paid to date or will be billed for this amount if billing has been set up. c. Cancellation requests received within 24 hours of the rental reservation will not be given a refund or will be billed for the full amount of the rental. 5. The Monticello Community Center is a tobacco free facility. 6. Alcoholic beverages of any type are not allowed in any of the meeting rooms with the exception of an authorized rental in the Mississippi Room. No red beverages of any type will be permitted. 7. Room renters, with the exception of the Mississippi Room, may bring food in from the outside or purchase from the MCC concession area. All leftover food must be taken with the renter when their event is over. 8. Only an approved caterer must be used for all food brought into the Mississippi Room. 9. Regular rates are for individuals or businesses not within the City Limits of Monticello. An Organization must be a recognized organization to be determined by the Event Coordinator. 10. An organization cannot reserve for a resident or regular individual or business; a resident cannot reserve for a regular individual or business. 11. At the time of reservation, payment for the room will be required for the specified hours to be rented. There is an additional cost for facility use, i.e. pool, gym, climbing wall, etc. Check with the Event Coordinator for current rates and availability. 12. Decorations cannot cause any damage to walls, counters, tables, floors, etc. All decorations brought in must be taken down and removed by the renter. 13. MCC and its employees are not responsible for lost, stolen or abandoned items. 14. MCC management reserves the right to deny a rental based on previous experience or if the planned event is not appropriate for the community center building and users. 15. The renter must comply with all City ordinances, MN State Statutes, Federal Laws, Building and Fire Codes. This includes capacity maximums for the rental room. 16. The actions and behavior of the guests of a renter will be the responsibility of the renter. 17. Violation of MCC policies and failure to comply with MCC management and staff will result in expulsion from the building with no compensation or refund. ORGANIZATIONS FREE ROOM USE POLICIES: A non-profit organization can use the Academy or West Prairie Conference rooms one time per month for a time of not more than three (3) hours for free. The room availability restrictions are Weekdays 4:30 p.m. to closing and any time on Saturday or Sunday when the Community Center is open. City meetings will take precedence over an organization. This free room use is on a first come basis and advance reservations are required. There is no room substitution if the either or both conference rooms are unavailable. MONTICELLO COMMUNITY CENTER POLICY MANUAL 20 PARTY ROOM POLICIES: 1. The Lagoon or Aquarium Party rooms are reserved on a first come basis with the Birthday Party Reservationist. 2. Reservations are made by choosing the party package that fits the user‟s needs and payment for that party‟s minimum will be taken at the time of reservation. The room reservation cannot be held without payment. 3. The packages chosen may or may not provide food as a part of the package, regardless, no outside food may be brought into either room with the exception of cake and/or ice cream. MCC has limited freezer and refrigerator space. We may or may not be able to accommodate cool storage for either so please plan accordingly. 4. The capacity for each party room is 18. This is building code and fire capacity and will be enforced. 5. Each party has a specific start and end time. The party room user will not be able to enter the room early and will need to vacate the room at the designated end time. Party guests may continue to swim beyond the party end time as long as all their belongings have been taken out of the room. 6. Party guests ages five (5) and under will require an adult be in the pool directly supervising them. 7. The cancellation and refund policies for the party room are; within three (3) weeks of the party date no refund will be given; prior to three (3) weeks before the party date a 50% refund will be given. MONTICELLO COMMUNITY CENTER POLICY MANUAL 21 PROGRAMS AND CLASSES: The community center will provide programs, classes, lessons or activities on a regular basis depending on demand and instructor availability. We welcome community input into our program planning. 1. New program brochures will be presented on a regular basis and will be available at the Guest Service Counter and on the community centers website. 2. Registration for a program, class or activity will require payment at the time of reservation to hold a spot in the event. 3. Supervision or parent attendance for a program with minor children, will be indicated in the program description. 4. Confirmation calls or notification will not be made. 5. Some programs may have a registration start date and time. This will be indicated in the program brochure or on–line. 6. Non-attendance for a class or portion of a class will not be accepted as a reason for reimbursement or partial refund. If there are extenuating circumstances for non-attendance, the registrant will need to speak with the program director or the community center director. 7. In the case of program cancellation, the registrant, or their parent, will be notified. The community center will make every effort to expedite a refund to the participant if that is desired. The community center uses the City of Monticello for refunds. They use a strict schedule for check distribution. Please talk to the Director for refund date. Other options for refund might include gift card for the community center, refund to original registration credit card, credit towards another class, etc. 8. Refund policies; see page 4. MONTICELLO COMMUNITY CENTER POLICY MANUAL 22 MEMBERSHIP POLICIES The Community Center does provide membership opportunities for Three Months, One Year or Continuous memberships. Prices are established with the approval of the Monticello City Council and are subject to change. 1. MEMBERSHIP DEFINITIONS: a. Resident - An individual or families who live within the City Limits of Monticello. Proof of residency may be required before discounted rates can be applied. b. Regular - All other individuals or families. c. Non-Profit - A not for profit organization or a 501C3 designation. d. Family - A traditional definition is applied, the parents and their minor children, living at the same address. e. Adult - An individual ages 18 to 54 years old. f. Junior - An individual ages 16 months to 17 years old g. Senior - An individual ages 55 years old and beyond. h. Personal Care Attendant or similar personal supervisor or Nanny - The community center recognizes that some individuals need a care attendant during facility use. The care attendant will be with their client at all times. The care attendant does not have membership privileges and will not be listed on the family‟s membership. All care attendants are banded so as to identify them as care attendants with limited facility privileges. 2. MEMBERSHIP PAYMENTS: a. All fees and payments are due at the initiation of the membership. b. Payment requests returned unpaid, will be sent to an Electronic Funds Recovery Company for payment recovery or they will collected upon by and employee or agent of the community center with a non-payment fee assessed. MEMBERSHIP CANCELLATIONS: See page 4 Section 14. MEMBERSHIP ENTITLEMENTS: Membership at the Monticello Community Center includes free use of the pool, water slide, spas, fitness center, locker rooms, walking track, gymnasium, climbing wall, indoor play area, admission to public skate times at the Moose Sherritt Ice Arena, family night in the Warehouse, and discounted rates apply for the drop-in childcare, programs, activities and room rentals. INSURANCE REIMBURSEMENT: The community center participates in many insurance reimbursement programs. These programs have policies and attendance requirements that are set by the insurance company and cannot be overridden by the community center. The community center requires an annual membership or a continuous membership and be eligible with their insurance company for the program, the three month membership is not eligible for the insurance reimbursement program. MONTICELLO COMMUNITY CENTER POLICY MANUAL 23 INDEX Advertising, 2 Material-Offensive, 3 Alcohol, 2 Membership information, 22 Banners, 2 Music, 2 Building Closures, 6 Organizations, Free Room Rental, 19 Bulletin Board, 2 Outside Food, 2 Camera Use, 4 Paging, 3 Cancellations Payment, 3 Members, 4 Phones, Courtesy, 3 Party Room, 5 Policy Disclaimer, 6 Programs, 5 Pool Supervision, 7 Rentals, 5 Red Beverages, 2 Closures-Amenities, 6 Refunds, 4 Clothing-Offensive, 3 Romp „n‟ Stomp Supervision, 7 Common Area Use, 5 Smoking, 2 Complaints, 6 Solicitation, 2 Deny Admission, 5 Storage Space, 5 Dress Code; 3 Suggestion Box, 6 Fitness Center Supervision; 7 Throwing Policy (gym), 15 Food & Beverage; 2 Tobacco Free Policy, 2 Free Rental Room Use, 19 Trainer Policy, Outside, 3 General Facility Supervision; 7 Wet Bathing Suits, 3 Injuries; 4 Zero Tolerance policy, 3 Insurance Reimbursements-Fitness, 22 Language-Offensive; 3 Lockers; 5 Loitering; 4 Lost & Found; 5