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Home My WebLink About12-139 Resolution No. 12-139 RESOLUTION APPROVING CHANGE ORDER NO. 1 AND FINAL IN THE CONTRACT WITH F. H. PASCHEN, S. N. NIELSEN & ASSOCIATES, LLC FOR THE EASTSIDE RECREATION CENTER RENOVATION PROJECT WHEREAS, the City of Elgin has heretofore entered into a contract with F. H. Paschen, S. N. Nielsen & Associates, LLC for the Eastside Recreation Center Renovation Project; and WHEREAS, it is necessary and desirable to modify the terms of the contract as is described in Change Order No. 1 and Final, attached hereto. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF ELGIN, ILLINOIS, that Sean R, Stegall, City Manager, be and is hereby authorized and directed to execute Change Order No. 1 and Final, a copy of which is attached hereto and made a part hereof by reference. s/ David J. Kaptain David J. Kaptain, Mayor Presented: September 12, 2012 Adopted: September 12, 2012 Vote: Yeas: 5 Nays: 2 Attest: s/ Kimberly Dewis Kimberly Dewis, City Clerk U, , § City of Elgin Change Order t I! ELGIN, ILLINOIS PROJECT NUMBER: 039929 CHANGE ORDER No. 1 and FINAL CONTRACT: JOC bid for East Side Recreation Center Retaining Wall and Classroom Renovations SCOPE: Additional work on the retaining wall due to poor soil conditions and extended length. Addi- tional unstable soil was removed and new gravel was brought in and compacted to provide a solid foun- dation to build the retaining wall on. Approximately 15' of additional length was also added to the wall to provide proper grades. In the class room area some additional framing was done to clean up areas not included in the original scope. Additional outlets and data boxes were also added to some locations. Sprinkler heads were low- ered and adjusted for a future drop ceiling and to accommodate some changes in partitions. Additional doors were added due to delays in the main construction contract. REASONS FOR CHANGE: Change order number 1 is in the best interests of the City of Elgin and au- thorized by law. Due to concealed conditions and delays in the main construction contract, the circum- stances said to necessitate the change in in the contract were not reasonably foreseeable at the time the contract was signed. Change order number 1 is germane to the original contract as signed. SUMMARY OF CHANGES IN CONTRACT AMOUNT: The scope of the original contract is being amended to include changes to the retaining wall and the classroom area. ORIGINAL CONTRACT AMOUNT: $165,424.00 CHANGE ORDER No. 1 and Final Changes to the retaining wall and classroom area as detailed in F. H. Paschen Job Order Number 012747.A $56,075.11 TOTAL FOR CHANGE ORDER NO. 1 and Final: ADD $56,075.11 TOTAL REVISED CONTRACT AMOUNT: $221,499.11 The original amount of the contract with F.H. Paschen is $165,424.00. Change Order No. 1 and final totaling $56,075.11 will increase the original contract amount by a total of$56,075.11, that sum repre- senting thirty four percent(34%) of the original contract amount. The new contract amount, inclusive of all change orders is $221,499.11. OTHER CONTRACT PROVISIONS: All other contract provisions remain the same. CHANGE ORDER No. 1 and Final Agreed to this 22nd day of August, 2012. Recommended by: Building Maintenance Department By: Rich Hoke Title: Building Maintenance Superintendent Date: August 22, 2012 Signature: Accepted by: F. H. Paschen, S. N. Nielsen & Associates LLC Party of the Second Part(Contractor) By: icY1 2iV,'l,'r Title: 46c+ Pro j-r[d- Ma#1c��-ram Date: cS/0)- 7/ ' ()— Signature: Approved by: CITY OF ELGIN Party of the First Part(Owner) By: Sean R. Stegall Title: City Manager Date: September 12, 2012 Signature: 11401d etirti( F:\Legal Dept\forms\Change Order Form.doc i REPORT TO MAYOR . MEMBERS OF Ci T Y COUNCIL E LG I N THE CITY IN THE SUBURBS- AGENDA ITEM: C MEETING DATE: August 22, 2012 ITEM: Change Order No. 1 and Final with F. H. Paschen for Job Order Contracting Bid at East Side Rec- reation Center ($56,075) OBJECTIVE: Complete work in the classroom area and a retaining wall at the East Side Recreation Center in relation to the Park and Recreation Facility Construction grant. RECOMMENDATION: Approve a change order with F. H. Paschen for work related to the classroom area and a retain- ing wall at the East Side Recreation Center in the amount of$56,075. BACKGROUND The city council approved an agreement with the Illinois Department of Natural Resources (IDNR) for a Park and Recreation Facility Construction (PARC) grant at its December 21, 2011 meeting for a renovation to the East Side Recreation Center (ERC). Because of timing issues re- lated to weather and the facility's schedule, it was decided that the masonry work and this job order contracting package would be bid separately while other components of the project were being evaluated. The job order contract was approved at the June 27, 2012 city council meeting and is moving along at a rapid pace to get the classrooms ready for the start of school. OPERATIONAL ANALYSIS The construction of the retaining wall revealed that the soils were wet and not compacted, making them unsuitable for the footing of the wall. As a remedial measure, additional soil had to be removed approximately four feet deep and four feet wide over the length of the wall. Gravel was also added and compacted to provide a solid base for the wall. These changes to the retaining wall account for the majority of the increase necessitating the change order. Additional work was also done in the classroom area to insure completion for the start of the school season including: ■ Removing unused telephone and HVAC equipment h 1 • Adding electrical outlets and data jacks in the computer lab • Moving sprinkler heads to accommodate future drop ceiling • Adding floor repairs and vinyl flooring in multi-purpose room and kitchen • Studding and drywall over masonry walls in three class rooms • Adding door a frames from class room area to main building • Installing electrical outlets for equipment in the storage room The full scope of the different contracts was still being finalized at the time the job order con- tract (JOC) was awarded and the classroom items were not anticipated at that time. While some of the classroom items were originally anticipated to be completed as a part of the main contract, the bidding delays relating to this project necessitate completing the classroom com- ponents now to ensure the classroom area reopens on time for the school year. All of the JOC pricing is pre-bid and based on the catalog unit price. INTERESTED PERSONS CONTACTED None. FINANCIAL ANALYSIS Staff is recommending approval of the change order with the JOC contractor, F. H. Paschen in the amount of$56,075.11 for a new contract amount of$221,499.11. The total cost of the facility improvements to the ERC was originally projected to be $2,454,800. The PARC grant of $1,841,100 will fund 75 percent of this amount, with the city contributing the balance of $613,700. The city will be required to up front the entire project cost of $2,454,800. However, under the terms of the agreement, a reimbursement request can and will be submitted to the IDNR once the project has reached 50 percent completion. The balance of the project costs will be reimbursed to the city once the entire project is completed. Additional exterior improvements to the ERC, including repaving the parking lot, sidewalk re- placement and landscaping have been identified and will be completed using public services staff. The cost of materials related to these improvements has been estimated at $140,300. General fund contingency funds will be used to finance this project. BUDGET IMPACT FUND(S) ACCOUNT(S) PROJECT AMOUNT AMOUNT #(S) BUDGETED AVAILABLE Riverboat Lease 276-0000-791.92-36 039929 $2,528,100 $1,861,754 J � 2 LEGAL IMPACT None. ALTERNATIVES The city council could choose to not approve the change order and stop all work immediately. NEXT STEPS 1. Execute the change order. 2. Complete the project. Originator: Rich Hoke, Building Maintenance Superintendent Final Review: Colleen Lavery, Chief Financial Officer Richard G. Kozal, Assistant City Manager/Chief Operating Officer William A. Cogley, Corporation Counsel/Chief Development Officer Sean R. Stegall, City Manager ATTACHMENTS A. Change Order Contract B. Change Order Summary J�► 3 11 OF E4c. �--tr Change Order City of Elgin g ELGIN,ILLINOIS PROJECT NUMBER: 039929 CHANGE ORDER No. 1 and FINAL CONTRACT: JOC bid for East Side Recreation Center Retaining Wall and Classroom Renovations SCOPE: Additional work on the retaining wall due to poor soil conditions and extended length. Addi- tional unstable soil was removed and new gravel was brought in and compacted to provide a solid foun- dation to build the retaining wall on. Approximately 15' of additional length was also added to the wall to provide proper grades. In the class room area some additional framing was done to clean up areas not included in the original scope. Additional outlets and data boxes were also added to some locations. Sprinkler heads were low- ered and adjusted for a future drop ceiling and to accommodate some changes in partitions. Additional doors were added due to delays in the main construction contract. REASONS FOR CHANGE: Change order number 1 is in the best interests of the City of Elgin and au- thorized by law. Due to concealed conditions and delays in the main construction contract, the circum- stances said to necessitate the change in in the contract were not reasonably foreseeable at the time the contract was signed. Change order number 1 is germane to the original contract as signed. SUMMARY OF CHANGES IN CONTRACT AMOUNT: The scope of the original contract is being amended to include changes to the retaining wall and the classroom area. ORIGINAL CONTRACT AMOUNT: $165,424.00 CHANGE ORDER No. 1 and Final Changes to the retaining wall and classroom area as detailed in F. H. Paschen Job Order Number 012747.A $56,075.11 TOTAL FOR CHANGE ORDER NO. 1 and Final: ADD $56,075.11 TOTAL REVISED CONTRACT AMOUNT: $221,499.11 The original amount of the contract with F.H. Paschen is $165,424.00. Change Order No. 1 and final totaling $56,075.11 will increase the original contract amount by a total of$56,075.11, that sum repre- senting thirty four percent(34%) of the original contract amount. The new contract amount, inclusive of all change orders is $221,499.11. OTHER CONTRACT PROVISIONS: All other contract provisions remain the same. CHANGE ORDER No. 1 and Final Agreed to this 22nd day of August, 2012. Recommended by: Building Maintenance Department By: Rich Hoke Title: Building Maintenance Superintendent Date: August 22, 2012 Signature: Accepted by: F. H. Paschen Party of the Second Part(Contractor) By: Title: Date: Signature: Approved by: CITY OF ELGIN Party of the First Part(Owner) By: Sean R. Stegall Title: City Manager Date: Signature: F:\Legal Dept\forms\Change Order Form.doc Job Order Contract Proposal Review Summary -CSI Date: August 11,2012 Contract Number: 11-082 Job Order Number: 012747.A Job Order Title: City of Elgin-east side recreation center owner directed changes Contractor: F.H.Paschen,S. N. Nielsen&Associates LLC Proposal Value: $56,075.11 Proposal Name: Elgin Eastside Rec Center Interior Renovations-Additional Work Proposal Submitted: 08/09/2012 01 -General Requirements: $4,599.92 02-Site Work: $427.23 03-Concrete: $3,373.09 05-Metals: $70.42 06-Wood, Plastic,and Composites: $451.33 08-Openings: $1,399.87 09-Finishes: $13,907.54 13-Special Construction: $323.05 21 -Fire Suppression: $8,148.48 23-Heating,Ventilating,And Air-Conditioning(HVAC): $671.24 26-Electrical: $2,919.32 31 -Earthwork: $3,568.27 32-Exterior Improvements: $16,215.35 Proposal Total $56,075.11 This proposal total represents the correct total for the proposal. Any discrepancy between line totals, sub-totals and the proposal total is due to rounding of the line totals and sub-totals. The Percent of NPP on this Proposal: 0.00% Proposal Review Summary-CSI Page 1 of 1 8/11/2012 • Job Order Contract Proposal Review Detail -CSI Date: August 11,2012 Contract Number: 11-082 Job Order Number: 012747.A Job Order Title: City of Elgin-east side recreation center owner directed changes Contractor: F.H. Paschen,S.N.Nielsen&Associates LLC Proposal Value: $56,075.11 Proposal Name: Elgin Eastside Rec Center Interior Renovations-Additional Work Proposal Submitted: 08/09/2012 Adjustment Factor(s)Used: 1.0100-Phase 1 Normal Working Hours Rec# CSI Number Mod. UOM Description Line Total 01 -General Requirements 1 01 22 23 00 0049 DAY 20'Electric,Scissor Platform Lift $112.30 Quantity Unit Price Factor Total Installation 100 x 111.19 x 1.0100 = $112.30 Contractors Note: Lift on site one additional day Categoryl: Fire Sprinkler 2 01 22 23 00 0049 DAY 20'Electric,Scissor Platform Lift $336.91 Quantity Unit Price Factor Total Installation 3.00 x 111.19 x 1.0100 = $336.91 Contractors Note: Lift on site three additional days for additional electric work. Categoryl: Electric 3 01 22 23 00 0050 WK 20'Electric,Scissor Platform Lift $496.48 Quantity Unit Price Factor Total Installation 2.00 x 245.78 x 1.0100 = $496.48 Contractors Note: Lift on site two additional weeks. Categoryl: Carpentry/Drywall/Paint 4 01 22 23 00 0147 DAY 700 LB Capacity,36"Wide,Skid-Steer Loader(Bobcat)With Full-Time $828.20 Operator Quantity Unit Price Factor Total Installation 1.00 x 820.00 x 1.0100 = $828.20 Contractors Note: Bobcat onsite one additional day over original proposal due to water main repair. Categoryl: Retaining Wall Additional Work 5 01 22 23 00 0589 DAY 12,000 GPH,2"Discharge,100'Maximum Head,Gas Powered Portable $68.91 Trash Pump Quantity Unit Price Factor Total Installation 1.00 x 68.23 x 1.0100 = $68.91 Contractors Note: Pump on site for dewatering of trench during water main repair. Categoryl: Retaining Wall Additional Work 6 01 22 23 00 0642 DAY 2"Inside Diameter,20'Length,Suction Hose With Couplings $9.56 Quantity Unit Price Factor Total Installation 1.00 x 9.47 x 1.0100 = $9.56 Contractors Note: Pump on site during water main repair. Categoryl: Retaining Wall Additional Work 7 01 22 23 00 0658 DAY 2"Inside Diameter,50'Length,Discharge Hose Wth Couplings $19.01 Quantity Unit Price Factor Total Installation 1.00 x 18.82 x 1.0100 = $19.01 Contractors Note: Pump on site during water main repair. Categoryl: Retaining Wall Additional Work Proposal Review Detail -CSI Page 1 of 9 8/11/2012 • Proposal Review Detail -CSI Continues., Job Order Number: 012747.A Job Order Title: City of Elgin-east side recreation center owner directed changes Rec# CSI Number Mod. UOM Description Line Total 01 -General Requirements 8 01 22 23 00 0751 DAY 13 CY Rear Dump Truck With Full-Time Truck Driver $1,313.67 Quantity Unit Price Factor Total Installation 1.00 x 1,300.66 x 1.0100 = $1,313.67 Contractors Note: Truck on site for loading excavated spoils into during water main repair. Categoryl: Retaining Wall Additional Work 9 01 74 19 00 0013 EA 20 CY Dumpster(3 Ton)"Construction Debris"Note:Includes delivery of $386.02 dumpster,rental cost,pick-up cost,hauling,and disposal fee.Non-hazardous material. Quantity Unit Price Factor Total Installation 100 x 382.20 x 1.0100 = $386.02 Contractors Note: Disposal of construction debris. Categoryl: Flooring 10 01 74 19 00 0013 EA 20 CY Dumpster(3 Ton)"Construction Debris"Note:Includes delivery of $386.02 dumpster,rental cost,pick-up cost,hauling,and disposal fee.Non-hazardous material. Quantity Unit Price Factor Total Installation 1.00 x 382.20 x 1.0100 = $386.02 Contractors Note: Disposal of construction debris. Categoryl: Carpentry/Drywall/Paint 11 01 74 19 00 0025 CY Dump Fee,Excavated Dirt $64284 Quantity Unit Price Factor Total Installation 72.00 x 8.84 x 1.0100 = $642.84 Contractors Note: Dump fee for all excavated and removed material. Categoryl: Retaining Wall Additional Work Subtotal for 01 -General Requirements: $4,599.92 02-Site Work 12 02 41 19 13 0067 SF Demo Interior Drywall And Stud Partition Metal/Wood Stud With Drywall 2 S420 23 Sides Quantity Unit Price Factor Total Installation 150.00 x 2.82 x 1.0100 = $427.23 Contractors Note: Demo additional wall at kitchen per owner. Categoryl: Carpentry/Drywall/Paint Subtotal for 02-Site Work: $427.23 03-Concrete 13 03 01 30 71 0004 SF Patch Floors,1/8"To 1/4",Cementitious Patching Mortar $192.62 Quantity Unit Price Factor Total Installation 39.00 x 4.89 x 1.0100 = $192.62 Contractors Note: Patch concrete floor as needed. Less than 5%of floor figured Categoryl: Flooring 14 03 01 30 71 0020 SF Epoxy Repair Cracks And Seals On Concrete,Includes Removal Of Concrete $1,879.69 To 1/2"Depth,Surface Preparation And Cleaning,Repair Of Surface,Grout And Finish Quantity Unit Price Factor Total Installation 39.00 x 47.72 x 1.0100 = $1,879.69 Contractors Note: Crack repair and isolation. Floor prep. Less than 5%of total floor area figured. Categoryl: Flooring ProP osai.Review Detail -CSI Page 2 of 9 8/11/2012 • Proposal Review Detail-CSI Continues.. Job Order Number: 012747.A Job Order Title: City of Elgin-east side recreation center owner directed changes Rec# CSI Number Mod. UOM Description Line Total 03-Concrete 15 03 54 00 000002 SF 1/8"Thick Self Leveling Underlayment For Concrete Floors Including Surface $1,300 78 Preparation Quantity Unit Price Factor Total Installation 810.00 x 1.59 x 1.0100 = $1,300.78 Contractors Note: Self leveling floor skim coat. Categoryl: Flooring Subtotal for 03-Concrete: $3,373.09 05-Metals 16 05 05 23 000265 EA 1/4"Diameter Threaded Stud Powder Actuated Anchor $70.42 Quantity Unit Price Factor Total Installation 6.00 x 11.62 x 1.0100 = $70.42 Contractors Note: Anchors for ceiling grid shot into concrete deck. Categoryl: Acoustical Ceiling Subtotal for 05-Metals: $70.42 06-Wood, Plastic,and Composites 17 06 11 16 000128 LF 2"x8"(5cm x 20cm)Wood Blocking To Steel $127.40 Quantity Unit Price Factor Total Installation 34.00 x 3.71 x 1.0100 = $127.40 Contractors Note: Wood blocking in kitchen walls per owner. Categoryl: Carpentry/Drywall/Paint 18 06 46 19 00 0009 LF 3/4"x 1"White Pine Base Shoe,Paint Grade $323.93 Quantity Unit Price Factor Total Installation 0.00 x 3.65 x 1.0100 = $0.00 Demolition 211.00 x 1.52 x 1.0100 = $323.93 Contractors Note: Remove wood base in corridor. Categoryl: Carpentry/Drywall/Paint Subtotal for 06-Wood, Plastic,and Composites: $451.33 08-Openings 19 08 05 13 00 0010 EA For>1 To 2 SF,Site Installed 20 Gauge Metal Frame For Vision Glass In $164 82 Door,Add Quantity Unit Price Factor Total Installation 1.00 x 163.19 x 1.0100 = $164.82 Contractors Note: Frame for door vision panel. Type C door. Categoryl: Door 20 08 12 13 13 0036 EA 3'x6'-8"Through 7'-2"x5-3/4"Deep Metal Door Frame,16 Gauge $283.14 Quantity Unit Price Factor Total Installation 100 x 280.34 x 1.0100 = $283.14 Contractors Note: New HM door frame. Categoryl: Door 21 08 12 13 13 0036 Mod EA For Welded Frames,Add $45.45 Quantity Unit Price Factor Total Installation 100 x 45.00 x 1.0100 = $45.45 Contractors Note: 'New HM door frame.' Categoryl: Door Proposal Review Detail -CSI Page 3 of 9 8/11/2012 • Proposal Review Detail -CSI Continues.. Job Order Number: 012747.A Job Order Title: City of Elgin-east side recreation center owner directed changes Rec# CSI Number Mod. UOM Description Line Total 08-Openings 22 08 12 13 13 0036 Mod EA For 1-1/2 Hour Rating,Add $35.43 Quantity Unit Price Factor Total Installation 1.00 x 35.08 x 1.0100 = $35.43 Contractors Note: 'New HM door frame.' Categoryl: Door 23 08 13 13 13 0064 EA 3'x7'x1-3/4"18 Gauge Metal Door(Unrated) $391.84 Quantity Unit Price Factor Total Installation 100 x 387.96 x 1.0100 = $391.84 Contractors Note: New HM door Categoryl: Door 24 08 13 13 13 0064 Mod EA For 1 Hour To 1-1/2 Hour Rated Door And FM Label,Add $55.82 Quantity Unit Price Factor Total Installation 1.00 x 55.27 x 1.0100 = $55.82 Contractors Note: 'New HM door' Categoryl: Door 25 08 31 13 00 0043 EA 24"x 36"Recessed Steel Access Door With Cam Latch $232.50 Quantity Unit Price Factor Total Installation 100 x 230.20 x 1.0100 = $232.50 Contractors Note: Access panel installed in new drywall assembly in front of existing electrical panel. Categoryl: Carpentry/Drywall/Paint 26 08 71 16 00 0027 PR 4-1/2"x 4-1/2"Heavy Duty,Full Mortise,Plain Bearing,Brass/Bronze,Satin $145.06 Chrome Finish Hinge Quantity Unit Price Factor Total Installation 1.50 x 95.75 x 1.0100 = $145.06 Contractors Note: Hinges for new HM door. Categoryl: Door 27 08 81 26 00 0043 SF 60 Minute,Fire Rated Field Installed Glass $45.81 Quantity Unit Price Factor Total Installation 1.00 x 45.36 x 1.0100 = $45.81 Contractors Note: Fire rated glass installed in fire rated door. Categoryl: Door Subtotal for 08 -Openings: $1,399.87 09-Finishes 28 09 22 13 00 0004 SF 1-1/2",25 Gauge,Hat Channel,Drywall Furring Channel,Installed On Walls $2,186.67 16"On Center Quantity Unit Price Factor Total Installation 757.00 x 2.86 x 1.0100 = $2,186.67 Contractors Note: Furring channel on additional walls per owner. Categoryl: Carpentry/Drywall/Paint 29 09 22 13 00 0004 Mod For 20 Gauge,Add $397.58 Quantity Unit Price Factor Total Installation 757.00 x 0.52 x 1.0100 = $397.58 Categoryl: Carpentry/Drywall/Paint 30 09 22 13 00 0004 Mod For Wall Height>8'To 12',Add $191.14 Quantity Unit Price Factor Total Installation 757.00 x 0.25 x 1.0100 = $191.14 Categoryl: Carpentry/Drywall/Paint Proposal Review Detail -CSI Page 4 of 9 8/11/2012 Proposal Review Detail-CSI Continues.. Job Order Number: 012747.A Job Order Title: City of Elgin-east side recreation center owner directed changes Rec# CSI Number Mod. UOM Description Line Total 09-Finishes 31 09 22 16 00 0011 SF 4"Metal Framing Stud,16"On Center,20 Gauge,With Tracks And Runners $1,777.10 Quantity Unit Price Factor Total Installation 850.00 x 2.07 x 1.0100 = $1,777.10 Contractors Note: New wall framing. 4"steel studs Categoryl: Carpentry/Drywall/Paint 32 09 22 16 00 0011 Mod _ For Wall Application Where Height>8'To 12',Add $206.04 Quantity Unit Price Factor Total Installation 850.00 x 0.24 x 1.0100 = $206.04 Categoryl: Carpentry/Drywall/Paint 33 09 22 16 00 0011 Mod For Soffit,Columns Or Beams Application,Add $420.46 Quantity Unit Price Factor Total Installation 230.00 x 1.81 x 1.0100 = $420.46 Categoryl: Carpentry/Drywall/Paint 34 09 23 13 000005 LF Corner Bead,Galvanized $495.26 Quantity Unit Price Factor Total Installation 164.00 x 2.99 x 1.0100 = $495.26 Contractors Note: Additional corner bead at corners. Categoryl: Carpentry/Drywall/Paint 35 09 29 00 00 0006 SF 5/8"Drywall,One Layer,One Face On Wood Or Metal Studs Or Furring $2,040.76 Quantity Unit Price Factor Total Installation 1,757.00 x 1.15 x 1.0100 = $2,040.76 Contractors Note: Additional 5/8"drywall. Categoryl: Carpentry/Drywall/Paint 36 09 29 00 00 0006 Mod For Times When The Shortest Distance From Corner to Corner Is<3',Add $179.38 Quantity Unit Price Factor Total Installation 370.00 x 0.48 x 1.0100 = $179.38 Categoryl: Carpentry/Drywall/Paint 37 09 29 00 00 0006 Moo For Horizontal Ceiling Applications>8'Height,Add $111.50 Quantity Unit Price Factor Total Installation 230.00 x 0.48 x 1.0100 = $111.50 Categoryl: Carpentry/Drywall/Paint 38 09 29 00 00 0046 SF Tape,Spackle And Finish Drywall Walls Up To 10'Height $1,011.50 Quantity Unit Price Factor Total Installation 1,757.00 x 0.57 x 1.0100 = $1,011.50 Contractors Note: Finish new drywall areas and joints to existing walls. Categoryl: Carpentry/Drywall/Paint 39 09 29 00 00 0056 LF Tape,Spackle And Finish Vertical Corners Up To 10'Height Note:Inside or $187.17 outside drywall corners. Quantity Unit Price Factor Total Installation 184.00 x 1.13 x 1.0100 = $187.17 Contractors Note: Finish corners Categoryl: Carpentry/Drywall/Paint 40 09 51 13 00 0004 SF 2'x 4'x 5/8"Fiberglass Acoustical Ceiling Panel $50.54 Quantity Unit Price Factor Total Installation 36.00 x 1.39 x 1.0100 = $50.54 Contractors Note: New acoustical ceiling panels. Categoryl: Acoustical Ceiling Proposal Review Detail -CSI Page 5 of 9 8/11/2012 Proposal Review Detail -CSI Continues.. Job Order Number: 012747.A Job Order Title: City of Elgin-east side recreation center owner directed changes Rec# CSI Number Mod. UOM Description Line Total 09-Finishes 41 09 53 23 00 0004 SF T Bar Ceilings Suspension System 2'x 4',Standard 15/16" $78.17 Quantity Unit Price Factor Total Installation 36.00 x 2.15 x 1.0100 = $78.17 Contractors Note: New 2 x 4 ceiling grid. Categoryl: Acoustical Ceiling 42 09 65 13 13 0004 LF 4"High 1/8"Rubber Base,Group 2 All(Except White) $267.73 Quantity Unit Price Factor Total Installation 94.00 x 2.82 x 1.0100 = $267.73 Contractors Note: New vinyl base in kitchen and office. Categoryl: Flooring 43 09 65 13 33 0005 SF Remove Glue From Concrete Floor Note:For removal of glue from VCT or $711.75 carpet placement.Not to be used in conjunction with demolition tasks associated with floor tile installation. Quantity Unit Price Factor Total Installation 810.00 x 0.87 x 1.0100 = $711.75 Contractors Note: Remove glue and prep floor where existing vinyl flooring is removed Categoryl: Flooring 44 09 65 19 00 0003 SF Marbleized Pattern Vinyl Composition Tile 1/8"Thick $309.19 Quantity Unit Price Factor Total Installation 121.00 x 2.53 x 1.0100 = $309.19 Contractors Note: Additional VCT install Categoryl: Flooring 45 09 65 19 00 0015 LF Vinyl Transition Strip,Brown Or Black $14.18 Quantity Unit Price Factor Total Installation 9.00 x 1.56 x 1.0100 = $14.18 Contractors Note: Transition strip for VCT at doorways. Categoryl: Flooring 46 09 68 16 00 0023 SY 22 Ounce,Medium Traffic,Non-Patterned,Nylon Broadloom Carpet $1,044.34 Quantity Unit Price Factor Total Installation 17.20 x 30.50 x 1.0100 = $529.85 Demolition 90.00 x 5.66 x 1.0100 = $514.49 Contractors Note: Remove existing carpeting and dispose of. Categoryl: Flooring 47 09 69 53 00 0005 EA Machine Cutouts $110.73 Quantity Unit Price Factor Total Installation 1.00 x 109.63 x 1.0100 = $110.73 Contractors Note: Machine cut-out in door to receive glass vision panel. Categoryl: Door 48 09 91 13 00 0223 LF Paint Metal Door Frame And Trim,1 Coat Primer,Brush/Roller Work $16.14 Quantity Unit Price Factor Total Installation 17.00 x 0.94 x 1.0100 = $16.14 Contractors Note: Prime additional door frame Categoryl: Carpentry/DrywalUPaint 49 09 91 13 000225 LF Paint Metal Door Frame And Trim,2 Coats Paint,Brush/Roller Work $35.54 Quantity Unit Price Factor Total Installation 17.00 x 2.07 x 1.0100 = $35.54 Contractors Note: Paint additional door frame Categoryl: Carpentry/Drywall/Paint Proposal Review Detail -CSI Page 6 of 9 8/11/2012 Proposal Review Detail-CSI Continues.. Job Order Number: 012747.A Job Order Title: City of Elgin-east side recreation center owner directed changes Rec# CSI Number Mod. UOM Description Line Total 09-Finishes 50 09 91 23 00 0253 EA Paint Interior Door,Both Faces,1 Coat Primer,Brush/Roller Work $67.52 Quantity Unit Price Factor Total Installation 1.00 x 66.85 x 1.0100 = $67.52 Contractors Note: Prime additional door Categoryl: Carpentry/Drywall/Paint 51 09 91 23 00 0255 EA Paint Interior Door,Both Faces,2 Coats Paint,Brush/Roller Work $118.55 Quantity Unit Price Factor Total Installation 100 x 117.38 x 1.0100 = $118.55 Contractors Note: Paint additional door Categoryl: Carpentry/Drywall/Paint 52 09 91 43 00 0015 SF Cut And Patch Hole In Drywall To Match Existing,Up To 2 SF Note:Per $1,878.60 location Quantity Unit Price Factor Total Installation 125.00 x 14.88 x 1.0100 = $1,878.60 Contractors Note: Patch/repair drywall at all demo locations and where new drywall meets existing surfaces. Categoryl: Carpentry/Drywall/Paint Subtotal for 09-Finishes: $13,907.54 13-Special Construction 53 13 34 19 000122 EA Metal Frame Rough Opening For Single Door Opening $323.05 Quantity Unit Price Factor Total Installation 1.00 x 319.85 x 1.0100 = $323.05 Contractors Note: Framing of door rough opening and header at kitchen where additional wall demo and re-framing was performed. Categoryl: Carpentry/Drywall/Paint Subtotal for 13-Special Construction: $323.05 21 -Fire Suppression 54 21 13 13 00 0007 EA Concealed Piping,Wet Automatic Sprinkler System,Ordinary Hazard Note: $8,148.48 Includes branch pipe and fittings,supports and sprinkler heads with flat or conical escutcheon. Quantity Unit Price Factor Total Installation 20.00 x 403.39 x 1.0100 = $8,148.48 Contractors Note: Modify/add sprinkler piping,and install new sprinkler heads at new drop ceiling height. Categoryl: Fire Sprinkler Subtotal for 21 -Fire Suppression: $8,148.48 23-Heating,Ventilating,And Air-Conditioning(HVAC) 55 23 09 23 00 0264 EA Ceiling Mounted Occupancy Sensor $671.24 Quantity Unit Price Factor Total Installation 3.00 x 221.53 x 1.0100 = $671.24 Contractors Note: Additional occupancy sensors. Categoryl: Electric Subtotal for 23-Heating,Ventilating,And Air-Conditionir $671.24 26-Electrical Proposal Review Detail -CSI Page 7 of 9 8/11/2012 Proposal Review Detail-CSI Continues.. Job Order Number: 012747.A Job Order Title: City of Elgin-east side recreation center owner directed changes Rec# CSI Number Mod. UOM Description Line Total 26-Electrical 56 26 01 20 00 0005 EA Existing Circuit Tracing Per Device $80.40 Quantity Unit Price Factor Total Installation 5.00 x 15.92 x 1.0100 = $80.40 Contractors Note: Existing circuit trace for re-working existing circuits and running new circuits for light fixtures,outlets,and switches. Categoryl: Electric 57 26 05 33 00 0006 CLF 1/2"EMT With 4#10 THHN/THWN Assembly Note: Includes conduit,set $1,530.22 screw connectors,set screw couplings,straps,wire as indicated. Not for use where detail is available. Quantity Unit Price Factor Total Installation 240 x 631.28 x 1.0100 = $1,530.22 Contractors Note: Conduit and wire for new electrical circuits and lights. Categoryl: Electric 58 26 05 33 00 0174 EA #1542D Junction Box $90.80 Quantity Unit Price Factor Total Installation 5.00 x 17.98 x 1.0100 = $90.80 Contractors Note: Junction boxes for additonal electrical circuits. Categoryl: Electric 59 26 09 23 00 0209 EA Mounting Bracket For Occupancy Sensor(Watt Stopper MB)Note:Includes $91.93 J-plate for mounting to HID fixtures or L-plate for mounting to fluorescent fixtures,walls,shelves and girders. Quantity Unit Price Factor Total Installation 3.00 x 30.34 x 1.0100 = $91.93 Contractors Note: Occupancy sensor mounting bracket. Categoryl: Electric 60 26 27 26 00 0005 EA 1 Gang,20 A,NEMA 5-20,Duplex Receptacle Assembly Note:Includes box, $469.95 receptacle and cover plate Quantity Unit Price Factor Total Installation 9.00 x 51.70 x 1.0100 = $469.95 Contractors Note: Additional electrical outlets. Categoryl: Electric 61 26 27 26 00 0112 EA 1 Gang,20 A,120/277 V,SPST,Switch Assembly Note:Includes box,switch $166.44 and cover plate Quantity Unit Price Factor Total Installation 3.00 x 54.93 x 1.0100 = $166.44 Contractors Note: Additional light switches. Categoryl: Electric 62 26 51 13 00 0048 EA 3 TB Lamps,2'x 4',Prismatic Lensed,Lay-In/Troffer Fluorescent Fixture $151.01 Quantity Unit Price Factor Total Installation 100 x 149.51 x 1.0100 = $151.01 Contractors Note: Additional light in closet of computer room. Categoryl: Electric 63 26 53 00 00 0004 EA Single Face,Thermoplastic Housing,LED Exit Sign With Battery Back-Up $338.57 Excludes Quantity Unit Price Factor Total Material Installation 6.00 x 55.87 x 1.0100 = $338.57 Contractors Note: Install new exit lights. Categoryl: Electric Subtotal for 26-Electrical: $2,919.32 31 -Earthwork Proposal Review Detail -CSI Page 8 of 9 8/11/2012 Proposal Review Detail-CSI Continues.. Job Order Number: 012747.A Job Order Title: City of Elgin-east side recreation center owner directed changes Rec# CSI Number Mod. UOM Description Line Total 31 -Earthwork 64 31 05 16 00 0005 CY #6 Stone Aggregate Fill(3/8"To 3/4"Clean) $408.82 Quantity Unit Price Factor Total Installation 17.00 x 23.81 x 1.0100 = $408.82 Contractors Note: Stone backfill for water main repair. Categoryl: Retaining Wall Additional Work 65 31 05 16 00 0009 CY #7 Stone Aggregate Fill(1/2"To#4) $1,636.89 Quantity Unit Price Factor Total Installation 62.00 x 26.14 x 1.0100 = $1,636.89 Contractors Note: Stone backfill for water main repair and for additional wall backfill due to massive over excavation of area due to other trades installing a water main under retaining wall location and FHP's subsequent repairs. Categoryl: Retaining Wall Additional Work 66 31 23 36 00 0008 CY Excavation By Hand Greater Than 1 On 4 Slope $376.05 Quantity Unit Price Factor Total Installation 3.00 x 124.11 x 1.0100 = $376.05 Contractors Note: Hand digging under and around water main to clear for stone backfill. Categoryl: Retaining Wall Additional Work 67 31 23 36 00 0011 CY Excavation Around Buried Structures To Remain>4'To 8' $506.86 Quantity Unit Price Factor Total Installation 72.00 x 6.97 x 1.0100 = $506.86 Contractors Note: Excavation for water main repairs and additional retaining wall. Categoryl: Retaining Wall Additional Work 68 31 23 36 00 0045 TON Grade And Compact Sub-base Stone(0-500 Ton)Note:Includes spreading, $639.65 shaping,rough grading,compaction,and watering of imported or stockpiled material by machine. Quantity Unit Price Factor Total Installation 142.00 x 4.46 x 1.0100 = $639.65 Contractors Note: Grade and compact stone backfill. Categoryl: Retaining Wall Additional Work Subtotal for 31 -Earthwork: $3,568.27 32-Exterior Improvements 69 32 32 13 00 0011 LF 10'High With Base,16"Thick Reinforced $16,215.35 Quantity Unit Price Factor Total Installation 30.00 x 535.16 x 1.0100 = $16,215.35 Contractors Note: Additional 30 feet of retaining wall. Categoryl: Retaining Wall Additional Work Subtotal for 32-Exterior Improvements: $16,215.35 Proposal Total $56,075.11 This proposal total represents the correct total for the proposal. Any discrepancy between line totals, sub-totals and the proposal total is due to rounding of the line totals and sub-totals. The Percent of NPP on this Proposal: 0.00% Proposal Review Detail -CSI Page 9 of 9 8/11/2012