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Home My WebLink About2012-10-03 PACKET 04.I.REQUEST OF CITY COUNCIL ACTION COUNCIL AGENDA MEETING ITEM # DATE 10/3/2012 PREPARED BY Administration Ryan Schroeder ORIGINATING DEPARTMENT DEPARTMENT HEAD W * * * W W W W W W * * * * * * * * * * * * * * * * * * * * * W * * * W W * W W * W W W W * * * COUNCIL ACTION REQUEST Consider approving Public Safety /City Hall Change Order #5 STAFF RECOMMENDATION Approve the change order. SUPPORTING DOCUMENTS ® MEMO /LETTER: Memo from Ryan Schroeder dated 9/26/2012. ❑ RESOLUTION: ❑ ORDINANCE: ❑ ENGINEERING RECOMMENDATION: ❑ LEGAL RECOMMENDATION: ® OTHER: Attachments. ADMINISTRATORS COMMENTS fz City Adrn- nistrator bate r COUNCIL ACTION TAKEN: ❑ APPROVED ❑ DENIED ❑ OTHER Documend City of Cotta Grove Minnesota To: Honorable Mayor and City Council Members From: Ryan R. Schroeder, City Administrator Date: September 26, 2012 Subject: Approval of Wold Submitted PSCH Change Orders Dated September 20, 2012 Enclosed, please find a request for approval of PSCH Change Orders. To date PSCH change orders have been approved by Council as follows: 1. December 21, 2011: ($72,400.00) 2. February 1, 2012: $ 2,840.57 3. June 4, 2012: $ 2,214.25 4. August 8, 2012: $ 7,479.02 This change order is submitted as a contract add in the total of $68,324.44 as follows: PR 9: Miscellaneous mechanical systems modification: $13,065.66 PR 13: Add lights to Monument Sign: $6,156.59 PR 14R: Add display case at Patrol work area: $7,775.53 PR 16: Add power and voice /data at medic counter: 4,881.70 PR 17.1: Add (6) lights at building flags: $15,234.54 PR 17.2: Add (5) in grade lights at veteran's memorial flags: $24,543.20 PR 17.3: Miscellaneous electrical modifications: $15,104.25 PR 18: Modify grades at amphitheater seat wall: $1,859.66 PR 19: Modify Monitor mounting heights in conference rooms: $1,994.35 PR 20: Wall covering and reveal modifications: $1,333.76 PR 23: Area of refuge intercom system: $10,325.18 PR 25: Limestone blocks for planter beds: $3,305.35 PR 26: Substitute aluminum composite exterior panels: ($41,840) PR 28: Concrete base at Rainwater Harvesting sign: $1,678.72 PR 29: Modify building and monument signage: $2,905.95 Upon adoption of this change order the amended project contract sum will be $13,029,458.28 which is $8,458.28 above the original contract sum. The total project budget is $15,708,491. Included in the budget is $13,021,000 toward construction, soft and miscellaneous costs of $2,062,491 and contingency funds of $625,000. Third party revenues are projected at $170,470. The revenues (grants and rebates) offset portions of the rain harvesting, electrical, and site expenses within the total project cost. Council Action: By motion approve PSCH change order #5 Gity of Cottage Grove Attn: Ryan Schroeder Date: 07/24/12 CID # PR # 09 '.General Contractor Graham Construction Services, Inc. 2995 Lone Oak Circle, #1 Eagan, MN 55121 Project Manager Brian Goudge ,Superintendent Rob Puncochar '..Field Engineer Greg Carlson Project Name City of Cottage Public Safety / City Hall Contract Number 102189 Architectural Firm Wold Architects & Engineers Project# Ml 1059 Description: PR 09 - Miscellaneous Mechanical Modifications Cost Graham Construction Units Unit Rate Estimate Total '..Direct Labor Cost 4.00 $75.00 $300.00 $300.00 See Summary (Materials & Eauioment 1.00 s0.00 $0.00 $0.00 Overhead 10% 1$30 00 ' 0 Total for Self- Performed $330.00 S 330.00 Master Mechanical Northern Air Corp Premier Electric Total Fire Protection 1.00 $2,477.00 $2.477.00 1.00 $0.00 $0.00 1,00 1 (575.00) 1 I(S75 .00) $0.00 Subtotal S12,006.00 Markup 5% $600.30 Total for Subtrades 512.606.30 $ 12,606.30 Subtotal 1 $12,936.30 Additional days reouired for this work ! 0.00' to File nature Master Mechanical, Inc. CHANGE REQUEST #: PR 9 Cottage Grove City Hall Cate: 23- May -12 Graham Construction Change Description: PR 9 revised Equipment: $2,250 Material: $0 7% Sales Tax: $158 Material Summary. $2,408 Union Drafting: 0.00 Hrs. x $ 80.00 /Hr. $0 Union Trucking: 0.00 Hrs. x $ 63.25/Hr. $0 Shop Labor: 0.00 Hrs. x $ 73.25/Hr. $0 Field Foreman: 4.00 Hrs. x $ 78.25/Hr. $313 Field Journeyman: 0.00 Hrs. x $ 76.25/Hr. $0 Crane /Hoisting: - - $0 $0 $0 Misc. Overtime & Jobsite Inefficiency: - - $0 $0 $0 - - $0 $0 $0 Change Order Direct Costs: - - $0 $0 $2,721 10% Fee: $0 $0 $272 Subcontractor Summary: 5% Fee: Subcontractor Totals: Bond Cost This Proposal May Be Withdrawn or Revised If Not Accepted Within: Notes: $6,297 $315 $0 14 Days Cost Summary Detail. Shop Hours Field Hours Material Equipment Subs: - $0 $0 $0 McCormick Insulation - - $0 $0 $6,297 - - $0 $0 $0 new OAF -1 (1 week build) - - $0 $2,250 $0 - - $0 $0 $0 - - $0 $0 $0 - - $0 $0 $0 - - $0 $0 $0 $0 $0 $0 - - $0 $0 $0 0.00 0.00 $0 $2,250 $6,297 $6,612 530 Shoreview Park Rd, Shoreview MN 55126 (651) 699 -4149 Fax (651) 484 -6096 Date: 5/22/2012 TO: Todd Cullen Master Project: Cottage Grove City Hall PR# 9 Scope: Insulate single wall supply duct in mechanical rooms with Wrap Does NOT include duct associated with MAUI Cost Plumbing $ HVAC Pipe $ - Duct $ 5,724.71 Subtotal $ 5,724.71 O &P 10% $ 572.47 . 0 1 530 Shoreview Park Rd, Shoreview MN 55126 (651) 699 -4149 Fax (651) 484 -6096 Duct Worksheet Project: Cottage Grove City Hall CCD: 9 Scope: Insulate single wall supply duct in mechanical rooms with Wrap Does NOT include duct associated with MAU1 Material sales tax Material Subtotal Labor Estimating Hours Labor Hours Material Handling Supervision Warranty Total Hours Hourly Rate Subtotal Total Labor 4 - $ 944.01 7.125% $ 67.26 $ 90.00 2.5 $ Hours 53.0 6.25% 3.31 6.25% 3.31 0.0% 0.00 59.63 $ 75.00 225.00 r $ 4,471.88 $ 4,696.88 Rate Qty $ 12.00 $ - $ 65.00 $ - $ 100.00 $ $ 5.00 3.31 $ 16.56 $ 16.56 1001 Labore 'industrial Court, Suite 8 Vadnais Heig Wnnesota .5 Date: 4/20/2012 To: Greg Carlson Graham Construction Cottage Grove City Hall Job Site: 12800 Ravine Parkway South Cottage Grove, MN 55016 Job Name: Cottage Grove City Hall /Public Safety Regarding: PR- #9 Combustion Heat & Power A Division of NAC let 651 -490 -9666 fax: 6 -490 - 16,',6 NAC is pleased to offer the following response for the scope of work described under PR- #9: Subs: No Cost Change Materials: $1,154.00 Labor: $1,068.00 C &P: $ 255.00 Total (Add): $2,477.00 Regards, Mike Bjokne Project Manager r �2r HVAC Mechanical - Building Automation - Electrical - Plumbing - Sheet Metal - Preventative Maintenance - Service Repairs - Combustion Services Mechanical & Electrical Services 1001 Labore 'industrial Court, Suite 8 Vadnais Heig Wnnesota .5 Date: 4/20/2012 To: Greg Carlson Graham Construction Cottage Grove City Hall Job Site: 12800 Ravine Parkway South Cottage Grove, MN 55016 Job Name: Cottage Grove City Hall /Public Safety Regarding: PR- #9 Combustion Heat & Power A Division of NAC let 651 -490 -9666 fax: 6 -490 - 16,',6 NAC is pleased to offer the following response for the scope of work described under PR- #9: Subs: No Cost Change Materials: $1,154.00 Labor: $1,068.00 C &P: $ 255.00 Total (Add): $2,477.00 Regards, Mike Bjokne Project Manager r �2r HVAC Mechanical - Building Automation - Electrical - Plumbing - Sheet Metal - Preventative Maintenance - Service Repairs - Combustion Services Mechanical & Electrical Services 1001 Labore Industrial Court, Suite B Vadnais Heights, MN 55110 P: 651- 490 -9868 F 651- 490 -1636 CHANGE ORDER REQUEST #1 General Contractor Graham Construction FAX: 651- 687 -0947 PHONE: 651- 678 -0648 PROJECT NAME: Cottage Grove Public Safety /City Hall REQUEST DESCRIPTION: SI #12 Misc Mechanical Modifications PR -09 DATE: 04/20/12 NAC JOB #: 7052MB RFI #: AS[ #: 12 PR #: 9 CONTRACTOR TYPE QTY DESCRIPTION COST EXTENDED COST EXTENDED PR # 9 1 Misc Materials 1,119.92 1,119.92 2" Vent Pipe, 3" for 2" Pipe ,3/4" RPZ Valve - Upsize CW Main to 1 -1/4" from 1" - Subtotal 5% Contractor Total 1,068.00 106.80 $ - MATERIALS CATEGORY HOURS PART # QTY DESCRIPTION COST EXTENDED PR # 9 1 Misc Materials 1,119.92 1,119.92 2" Vent Pipe, 3" for 2" Pipe ,3/4" RPZ Valve - Upsize CW Main to 1 -1/4" from 1" - Labor Subtotal 10% Labor Total 1,068.00 106.80 Shipping Sulatotall 10%1 Material Total 33.91 1,153.83 115.38 $ 1,269.21 Please Sign and Return for Work to be started: Submitted by: Change Order Sub -Total $ 2,444.01 Bonds 1.3S% 32.99 Change Order Total $ 2,477.00 Authorized by: CATEGORY HOURS I DESCRIPTION RATE EXTENDED LABOR 12 PR # 9 89.00 1,068.00 Labor Subtotal 10% Labor Total 1,068.00 106.80 $ 1,174.80 Please Sign and Return for Work to be started: Submitted by: Change Order Sub -Total $ 2,444.01 Bonds 1.3S% 32.99 Change Order Total $ 2,477.00 Authorized by: 24 Hour Service ' • Commercial • Industrial 1004 7th Avenue North • Residential Brandon, SD 57005 July 24, 2012 Graham Construction 2995 Lone Oak Circle Suite 1 Eagan Mn, 55121 Attention: Brain Goudge, Greg Carlson Project: Cottage Grove City Hall / Public Safety Building Gentlemen: Phone: (605) 582-2400 Fax: (605) 582 -7360 For P.R. # 9, to omit the abort station is a credit of $ 75.00 deduct for the switch. The labor would be from the electrician. Any questions please contract myself. To !Fire Protection , ✓' Wta / " Richard C. Brandt arc IfitaCtS engineers www.woldae.com 305 Saint Peter Street. Sain'. Paul, MN 55102 let 65 227 7773 fax 651 223 5646 mail@scidae,coi'n Project: To: Distribution: ® Ryan Schroeder, CG ® Brian Grudge. Graha ® John McNamara, Weld ® Jodi Nelson, Weld ❑ Dave Rey, AJA ❑ Quentin Odes, BKBM ® Kyle Edsten, Wold ❑ Obsa Abdi, Wold ® Greg Carlson, Graham ❑ Bob LaBrosse, CG CBO ❑ Jennifer Levitt, CG Eng ❑ Craig Woolery, CG PS El irti:;lir €an Submit an itemized (labor and material) quotation for the proposed modifications to the contract documents as described herein within 21 days of receipt. It a cost Is not submitted within 21 days, this Proposal Request can be accepted at no additional cost Written approval !s required prior to proceeding with this change. COST EXPECTATIONS: ❑ DEDUCT ❑ NO COST ® ADD PR: #9 Comm: 1102189 Const. Pkg: N/A Attachments: FSK 08, FSK 09, FSK 10, FSK 11, FSK 12, FSK 13, FSK 14, FSK 15, FSK 18, Issued By: Kyle Edsten Date: 4/13/12 designers and researchers for public environments proposal request 9.1 Pr ovide cost to increa sanita waste pipe abo B002 to 2 Ye ". R to FSK 08, 9.2 Provide cost to revise 2" vent piping from flammable waste trap discharge to connect into vent pipin for main level toilet group above. Refer to - I's - K - 09, 10, and 11. 9.3 Full 3" vent pipe shall s erve the most remote water clo set. Refer to FSK 12, 13, 14, an d 15. 9.4 Provide cost for 3/4" RPZ backflow preventer to be installed on CW pipe serving hose bibb j near grid C l on Sheet H1 /M1A1. _ 9.5 Provide cost to insulate all single -wall supply ductwork in mechanical rooms served by AHU - 1, AHU -2, and AHU -3. Mechanical rooms are not fully condition 9.6 Provide cost to modify domestic CW main on lower level to be at least 1 'A" up to P -8 near grid G9 on Sheet 1/M1.12. 9.7 Provide credit to omit abort stations from double interlock pre- action system (21 10 00, part 2.10 section F). 9.8 Provide cost to revise OAF -1 to provide 9,580 GEM 0.5" static pressure, 1053 RPM 3HP (Cook 245 SQ -B ). 9.9 Heating coil f or AHU -2 sha have a 2 -way contr valve in lieu of 3 -way control valve. 9.10 Heat coil for AHU -3 shall have a 3 -way co valve in lieu of 2 -way control valve. 9.11 Provide cost for addi tional piping for AHU -3 heating coi Refer to FS 18. I Attachments: FSK 08, FSK 09, FSK 10, FSK 11, FSK 12, FSK 13, FSK 14, FSK 15, FSK 18, Issued By: Kyle Edsten Date: 4/13/12 designers and researchers for public environments proposal request 15" = 1' -0" PROJECT: New Public Safety / Vty Hall Revision to 1/M1.12 DATE: 7/14/2011 COMMISSION NO: 10215 REVISIONS: 51 #12 REV. DATE: 5 -1 -2012 ate ��K 0 architects engineers www.woldae.com 4" DN b" 50 ON 1 detail of construction 305 Saint Peter Street Saint Paul, MN 55102 tel 651 227 7773 fax 651 223 5646 mai1@woldae.com 2 V DN -- _ 2" IN UP FCAMMRBLE � ' � ra 1 WA5TE TRAP 1 i m --- 4" 51) @1/8" 4,254 5F I�.... 2" V „P L O 1 1/2 W UP 1 1/2 W UP 3 V UP 1 1/2" W UP GO b "SD UP - e - 2 4 A UP 4,25451 F 2 W UP 1/8" = 1' -0" _o '(D PROJECT: New Pub!!c Safety / City Hai! Revision to H1 /M1 11 DATE: 7/14/2011 COMMISSION NO: 10215a REVISIONS: A SI #12 REV. DATE: Yilo Iz, rs`4r e'F 61 a2 ,C Ild 1 1 . 2 L._ R architects engineers www.woldae.com I I A118 1 1 2' v 2 V PN 3" V UP 6 5P PN 4 5F 2" V 6 5D @1/8 4 5F 6 °SPUPTO 6" RP detail of construction 305 Saint Peter Street Saint Paul, INN 55102 tel 651 227 7773 tax 651 223 5645 mail ®wolrl corn �1 11/2"4=1 -PN O 1 1/2" V DN 1/8" = V -0" PROJECT: New Public 5afetu / Gitu Fall Revision to H1/M1.21 DATE: 7/1 �4/2011 COMMISSION NO: 10213L7 A REVISIONS: 51 X12 REV. DATE: 3 -19 -2012 ,u .,i pP OF i.,.L L WI aP.O oAU« :14 doggy.. t. -Ld. c. FSK 1® O � F 1 2 P -1534 Y P_1 N i P_1I °r15: A 1 6 °SPUPTO 6" RP detail of construction 305 Saint Peter Street Saint Paul, INN 55102 tel 651 227 7773 tax 651 223 5645 mail ®wolrl corn �1 11/2"4=1 -PN O 1 1/2" V DN 1/8" = V -0" PROJECT: New Public 5afetu / Gitu Fall Revision to H1/M1.21 DATE: 7/1 �4/2011 COMMISSION NO: 10213L7 A REVISIONS: 51 X12 REV. DATE: 3 -19 -2012 ,u .,i pP OF i.,.L L WI aP.O oAU« :14 doggy.. t. -Ld. c. FSK 1® p ip architects engineers www.woldae.com detail of construction 305 Saint Peter Street Saint Paul, MIN 55102 tat 651 227 7773 fax 651 223 5546 mall(Owoldae com SEE MAIN LEVEL — RISER DIAGRAM FOR GONTINUATION 4" VTR CONNECT TO MAIN LEVEL VENT PIRINC, f 2" , 4 " FLAMMABLE HASTE - RAP NOT TO SCALE PROJECT: New FWbliC, safety / City Hall Revision to H1/M5.03 DATE: 1 7/14/2011 COMMISSION NO: 102189 REVISIONS: Fluml Review REV. DATE: 10-17-2011 I I PROJECT: NeW Public Safety / City Hall Revision to 1/M1.12 DATE: 7/14/011 COMMISSION NO: 102189 FS K REVISIONS: 51 #12 REV. DATE: 5 -19 -2012 12 611"1ske _4CA d �.e. -i;l _ T i9 -0i1bW , r detail of construction RD 305 Saint Peter Street Sant Paul, MN 55102 architects let 651 227 7773 engineers fax 0512235040 www.woldae.com mal I (OWOldae.CON I I PROJECT: NeW Public Safety / City Hall Revision to 1/M1.12 DATE: 7/14/011 COMMISSION NO: 102189 FS K REVISIONS: 51 #12 REV. DATE: 5 -19 -2012 12 611"1ske _4CA d �.e. -i;l _ T i9 -0i1bW , r 2 1 I E3023 3/ 1 4" 2" BALANGE TO 2.4 GPM GO 3 314" 2" co NH 3' 502q O H5 CIO F-6 MIXING 314" GN DN VALVE 1 1/2" V DN 3/4" HN DN 3/4" GN DN 1 1/2 v PN 1 1/4" GN DN 3/4" HVI DN - P73 0 P-1H 3" V DN FP-2 C, 8030 3 1, 9r) PIN 40 5F 5031 L.C^ER. LEVEL FLUt PROJECT: New Public Safety Hall DATE: 7/14/20 REVISIONS: A 51 #12 GINS PLAN Revision to 1/M1.12 COMMISSION NO: 1 0=18q REV. DATE: 3 -1q -201.2 13 11 11110 p architects engineers www.woldae.com detail of construction 305 Saint Peter Street Saint Paul, MN 55102 tat 651 227 7773 tax 651 223 5646 mail @woldae.com 1 1/2" F' — 4, 4" FD -2 2"- SEE MAIN LEVEL RISER GO 1 1/2'. 1 1/2" DIAGRAM FOR GONTINUKHON 4" 2 ' P -14 -1 1/2" 4 " P-12 4" FP-2 1 1/2" 2 ' FP-5 CIO 4 " NOT TO SCALE FO-2 1 1/2" 1 1/2" I II I II 1 P-6 11 P-1H 3" 1 1/2" T) GO 2" 4�" GO F FI) P-2 LC^ER LEVEL ^ABTE 2' ANC VENT KleEK : IIASKAM NOT TO SCALE PROJECT: New public BaFerg / City Hall Revision to HI/1-15.03 DATE: '7/14/2011 COMMISSION NO: ic:215c� REVISIONS: A el #12 REV.DATE: 5-11-2012 7 /11�1, o' iL I 1. 11 I'll, clll " �"' �.' '0 �"' '�� '/�' I ,, """, I. �5'11�' 01 L- 1 l'.. M architects engineers www.woldae.com detail of construction 305 Saint Peter Street Saint Paul, MN 55102 O i 3"VUP 3" V DN o 118" = 1'-O" tat 651 227 7773 tax 651 223 5646 mail@woldae.com 4" VTR r= I 1 1 1 1/2 "— b I � I P_ -12 I 1 1 1/2 "'� 5EE LONER LEVEL RISER DIA6RAM FOR CONTINUATION MAIN LEVE L ^A 5TF. ANZ: \/F.NT RISER 1=:�IASKAM NOT TO SCALE PROJECT: New Public Safety / Gity Hall Revision to N1/M1.22 and D1/5.03 DATE: '7/1 COMMISSION NO: 102189 REVISIONS: A el #12 REV.OATE: 3 -19 -2012 1� cis "ill, \ ,_ A 6 1!,, .1 0 architects engineers www.woldae.com 305 Saint Peter Street Saint Paul, MN 55102 tel 651 227 7773 fax 651 223 5646 mal10woidae.corn 3 -WAY CONTROL VALVE BALL OR BUTTERFLY VALVE STRAINER W/BLOW DOWN BALI_ VALVE 4 HOSE GONNEGTION detail of construction FLOW MEASURING DEVICE. REFER TO DETAIL. LOGATE UNIONS TO ALLOW UNOBSTRUCTED REMOVAL OF COIL, 1" COUPLE FOR TEMP SENSOR BALANGIN6 VALVE THERMOMETER(TYP) BALANGIN6 VALVE GHEGK VALVE PUMP FLOW MEASURING DEVICE REFER TO FLOW FTTTIN6 DETAIL. UNION (I II ) � + NATER 1/2" DRAI:.N VALVE WHOSE FITTING NOT TO SCALE PROJECT: New Public Bafety / C lty Hall DATE: "1/14/2011 COMMISSION NO: REVISIONS: A BI #12 REV. DATE: �v E,�, „I ,,, z lot z u .. �\ \M .lv \U (i "' \IGlo 1/2'' MANUAL AIR VENT 102189 3 -19 -2012 18 ",ity of Cottage Grove Mum Ryan Schroeder Date: 08/16/12 CO # PR # 13 (Alternate Lights) General Contractor Project Name Architectural Firm Graham Construction Services, Inc. City of Cottage Wold Architects & Engineers 2995 Lone Oak Circle, #1 Public Safety ( City Nall E agan, MN 55121 $000 Project Manager Brian Goudge Contract Number 102189 Superintendent Rob Puncochar Field Engineer Greg Carlson Project# M11059 Description: PR 13 - Add Lighting at Site Signs (Alternate Lights) Cost $0 00 Graham Construction Units Unit Rate I Estimate Total Direct Labor Cost 1 1.00 I $75.00 1 $75.00 1 1$75.00 Materials & Eauioment 1 1.00 1 $0.00 1 $0.00 1 Overhead 10% $7.50 Total for Self- Performed .582.50 $ 82.50 e,.wi...a., r....«.. Ijnrt 'R.fa I I I Tn }al Premier Electrical Note. Pricing includes use sheets. e light from those specified in original PR. See included cut I Bonds ( Ins. 1 $60.14 1 Coov to: File By Brian Goudge I S0.00 $000 50.00 $0 00 $0.00 $0.00 $0.00 $0.00 Subtotal S5,649.00 Markup 5% $28245 Total for Subtrades 55,931.45 $ 6,013.95 e light from those specified in original PR. See included cut I Bonds ( Ins. 1 $60.14 1 Coov to: File By Brian Goudge I PR # 13 (Alternate Lights) Activity Layout and Coordination Labor Material Trade I Hours Rate Total Productl Quantity Rate Total Supt. 1 $ 75.00 1 $ 75.00 Labor Total $ 75.00 Material Total $ 4401 85TH AVE.NO., BROOKLYN PARK, MINNESOTA 55443 -1937 PH: (763) 424 -6551 m FAX: (763) 424 -5225 remier ELECTRICAL CORPORATION CHANGE PROPOSAL SUMMARY y �l t E $ i vgsl� 1902 -200? Description Labor Materials & Expenses Totals Quoted Materials $676 Materials $1 451 Consumables 3.00% of Labor $81 Large T ool & Equipment Renta _ _ $0 Tax 7.125% $157 Freight other delivery c $43 Labor hours - 18 - @ $ 7125 per ho ur _ ____ $_ Supervision 0 @ $73.89 pe hour $0 As- Builts 0 .00% of L abor $0 _ _ Safety at 0.00% of Labor _ $0 Te stingat _ D_OD %ofL bor _ $0 Cleanup at 0.00 ofLabor Site Office Expense $ 0 $0 _ Permi & Other Direct Charges $20 _ _ Total Direct Job Costs: $2,708 _ $2,428 $5, _136 _ Subcontracts $0 TOTAL $5 Z6 Ovhd & Profit at 10 0 0% on Labor _ $271� Ovhd & Profit at 10.00% on Materials $243 Ovhd &Profit at 5.00% o_ n Subcontra _ _ - - $0 TOTA CH ARGES BEFOR BO NDS & I NSURANC E $5,649 Bonds,_ Per formance & Paymen ___ - - -- - - - -- ------- - - - - - $0 Special In or other Charges $0 , TOTAL PRICE OF CHANGE PROPOSAL - $5,649': Extension of time because of the labor hours added by this change order is 0 workdays. This Proposal is based on Straight Time } Overtime Shift Work This Proposal is void unless notification to proceed is received in writing by 9115112 This change includes only those estimated costs which can be identified at this time. There are no impact or ripple costs and no delay costs included in this proposal, Should it be determined at a later date that we are experiencing impact cost because of multiple changes, delays, or other causes beyond our control, we will submit those costs at that time. The above price assumes work on this change will be started by with job _ and completed by with job Submitted by: Title Date 8116/12 Approved by: EQUAL.. OPPORTUNITY EMPLOYER Title Date Job Name: Cottage Grove Public Works Items +ByProducts Item # Item Name Quantity Price Ext Price Labor Ext Labor 41 10 THHN CU STRANDED 810.00 $345.30 M $279.69 7,50 M 6.07 2,745 1PVC 80 30.00 $97.78 C $29.33 8.05 C 2,41 2,758 1 PVC 80 ELBOW 4.00 $8.32 E $3329 35.00 C 1,40 2,841 1 PVC COUPLING 4.00 $64.79 C $2,59 6,00 C 24 60,121 Excavate &Backflll 1.00 $230.00 E $230.00 6.37 E 6,37 50,124 Sign Fllodlights 100 $0.00 Q $ .00 8,00 E 8.00 60,125 12X12X12 Handhole 20 $150.65 E $301.30 1.00 E 2.00 60,126 Waterproof Splice 12.00 $5.75 E $69.00 25 E 3.00 60,127 Conn Base 2.00 $25300 E $506.00 4.00 E 8.00 Totals: $1,451.11 37.50 Report Totals: Items +ByProducts Ext Price Ext Labor $1,451.21 37.50 8116/2012 10:24:20 AM McCormick Systems Inc. Page: 3 of 3 Jim Harmon From: Krebsbach, Roberta Sent: Thursday, August 16, 2.012 9:52 AM To: Jim Harmon Cc: 'Mike Skiba'; Boley, Chuck; Cunningham, Bob Subject: CG City Hall - PRI117 Attachments: RAB PR17 -FLAG POLE.pdf, RAB PR17- MONUMENT.pdf Hi Jim, Here is what we were able to come up with for the lighting on PR #17: — au RAB # HBLED13A— lamps included - $169.00/ea Pnced w/ this light. Metal Halide Monument lights: RAB # HBHH70VQTA— lamps included - $149.00/ea Slightly less expensive light which could also be installed These could be used for both options in this Situation. 3 flag pole & 5 monument sign lights 6 flag pole & 10 monument sign lights Both fixtures are multi -volt. I have the cut sheets attached as well. These are NOT in ground fixtures, so please let us know if you need us to look into that option further. Thanks, RORERTA KRERSBACH < Project Coordinator P: 651- 769 -8159 m F: 651- 768 -5204 RKreb-sba chPVVern er Elec.com WERNER ELECTRIC - Solution • Supply a Support 7450 95th Street South, Cottage Grove, MN 55016 www.wernermn.corn n Facebook a Twitter e YouTube PIT Bullet shape die cast aluminum flood with 13 watt LED High Performance Light Engine. Equivalent to 100W PAR Halogen. Comes with flood reflector installed. Optional spot reflector included for field installation. LED Info Driver Info Watts: 13 Type: Constant Current Color Temp: 5000K (Cool) 120V: 0.13 A Color Accuracy: 69 208V: 0.08 A L70 Lifespan: 50000 240V: 0.07 A LM79 Lumens: 724 277V: 0.06 A Efficacy: 55 LPW Input Watts: 13W Efficiency: 100% Technical Specifications UL Listing: Suitable for wet locations. Suitable for mounting within 4' of the ground. Thermal Management: Cast aluminum patent pending thermal management system for optimal heat sinking. The LFLOOD is designed for cool operation, most efficient output anc maximum LED life by minimizing LED junction temperature. Swivels: Fully adjustable with sure -grip locks. 112" NPS threaded arm with serrated locking swivel fits all standard mounting ocvers. Color matched EZ Grip lock nuts. Stainless steel screw. Housing: Precision die cast aluminum housing Gaskets: High Temperature Silicone Finish: Chip and fade resistant polyester powder coat finish. Warranty: RAB LED fixtures give you peace of mind because bott the fixture and driver components are backed by RAB's 5 Year Warranty. For more information, Lumen Maintenance: The LED will deliver 70% of its initial lumens at 50,000 hours of operation. Green Technology: RAB LEDs are Mercury and UV free. Color: Bronze Weight: 3.5 us 8" ti 1 � ft eTtt s S sys � California Title 24: LFLOOD complies with California Title 24 building and electrical codes. IESNA LM -79 & IESNA LM -80 Testing: RAB LED luminaires have been tested by an independent laboratory in accordance with IESNA LM -79 and 80, and have received the Department of Energy "Lighting Facts" label. Color Stability: RAB LEDs exceed industry standards for chromatic stability. Color Uniformity: RAB's range of CCT (Correlated color temperature) follows the guidelines of the American National Standard for Specifications for the Chromaticity of Solid State Lighting (SSL) Products, ANSI C78.377 -2008. Cold Weather Starting: The minimum starting temperature is - 401 Reflectors: NEMA 5x5 floodlight reflector with 4x4 optional spotlight reflector for field installation. Photometrics show flood configuration LFLOOD 13W: LED Floodlight that reduces energy consumption by 85% compared to 100W PAR38. Spot and Flood beam patterns. Recommended for Residential and Commercial applications. Fixture Efficacy: 47 Lumens per Watt Color Temperature: 5000K HBLED13A - continued Color Accuracy 69 CRI Driver: Multi -chip 13W high output long life LED Driver Constant Current, 100V - 277V, 50/60 Hz. Surge Protection: 4KV Patents: LFLOOD thermal Thermal Management technology is protected under utility patents pending in the U.S., Canada and China. Equivalency: The HBLED13 is Equivalent in delivered lumens to a 90W PAR Floodlight. HID Replacement Range: The HBLED13 can be used to replace 90 -100W PAR Floodlights based on delivered lumens. Country of Origin: Designed by RAB in New Jersey and assembled in Taiwan Trade Agreements Act Compliant: This product is a product of Taiwan and a "designated country" end product that complies with the Trade Agreements Act. GSA Schedule: This product is suitable for listing on the GSA Schedule of the US General Services in accordance with FAR Subpart 25.4 Bullet design with large glare shield for effective light control. Visor with integral grill and tempered glass lens reduces glare and protects lamp from water and impact damage. Durable one piece die cast with rugged mounting arm, weatherproof gasket and drain holes. Accepts 150 watt PAR 38 max. Lamp not supplied. Lamp Info Ballast Info Type: PAR38 Type: HX -HPF OT Watts: 70 120V: .7/.8 Shape /Size: Shape 208V: .4/.5 Base: N/A 240V: A/A ANSI: N/A 277V: .3L4 Hours: 10,000 Input Watts: 94W Lamp Lumens: 4,800 Efficiency: 74% Efficacy: 51 LPW Technical Specifications UL Listing: Suitable for wet locations. Suitable for mounting within 4 feet of the ground. Can be aimed above horizontal with accessory hood or visor. Sockets: 4kv pulse rated glazed porcelain with all copper current carrying components. Nickel plated screw shell and spring contacts Swivels: Fully adjustable with sure -grip locks. 1/2" NPS threaded arm with serrated locking swivel fits all standard mounting covers. Color matched EZ Grip lock nuts. Stainless steel screw Housings: Die cast aluminum with powder coat finish Lamps: Medium base PAR -38 MH lamps up to 100 watts with choice of beam spreads available. Lamp not supplied. Gaskets: High temperature silicone rubber extends around both socket and lamp. Color: Bronze Lumens Per Watt: 68 Quad Tap: Fixture works with 120, 208, 240 and 277 volts Patents: RAB sensor and fixture designs are protected under U.S. and International Intellectual Property laws. Color: Bronze 3 ,.. 3G_. Weight: 10.6 Ibs Y t EISA 2007 Compliant: This product complies with the new law for metal halide ballast efficiency. This law goes into effect January 1 st, 2008. Pulse Start offers Longer Lamp Life, Faster Startup and Faster Restrike. Country of Origin: Designed by RAB in New Jersey and assembled in the USA by IBEW Local 3 Buy American Act Compliant: This product is a COTS item manufactured in the United States, and is compliant with the Buy American Act. Recovery Act (ARRA) Compliant: This product complies with the 52.225 -21 "Required Use of American Iron, Steel, and Manufactured Goods- - Buy American Act -- Construction Materials (October 2010) Trade Agreements Act Compliant: This product is a COTS item manufactured in the United States, and is compliant with the Trade Agreements Act. GSA Schedule: This product is suitable for listing on the GSA Schedule of the US General Services in accordance with FAR Subpart 25.4 City of Cottage Grove Attn. Ryan Sch roeder Date: 08/13/12 CO # PR # 14R General Contractor Graham Construction Services, Inc. 2995 Lone Oak Circle, #1 Eagan, MN 55121 Project Manager Brian Goudge Superintendent Rob Puncochar Field Engineer Greg Carlson Project Name City of Cottage Public Safety! City Hall Contract Number 102189 Architectural Firm Weld Architects & Engineers Project# M71059 Description: PR 14R - Display Case at Patrol Cost Graham Construction Units Unit. Rate Estimate Total Direct Labor Cost 1.00 $1 456.00 $1,456.00 $1.456.00 See Breakdown Materials & Equipment 1.00 $2356.40 $2,356.40 $2,356.40 $0.00 $0.00 $0.00 Subtotal $3,812.40 Overhead 10% $381.24 Total for Self- Performed $4,193 -64 $ 4,193.64 Subtrade Costs tlmt Rate Total Harrison Tile Floors by Beckers Premier Electric Profile Painting RTL Construction Siewert Cabinets WE Neal Slate Note: 1.00 $15000 $150.00 1.00 $000 $000 1.00 $1,23900 $1,239.00 1.00 $121700 6000 1,00 $1.754.00 $1.754.00 1.00 $195.00 $195.00 1,00 $000 $000 'a0.GG $0.00 S000 S000 SOLO $0.00 $0.00 S0 00 $0 00 $0 00 Subtotal $3 338.00 Markup 5% $166.90 Total for Subtrades 53.504.90 $3,504.90 Lead time on proposed display case is 8 weeks after shop drawing approval. Additional day request includes 1 week for pricing review and 2 weeks for shop drawing submittal and review. Please respond to pricing as soon as possible_ ISubtotal $7,698.54 Bonds / Ins. $76.99 Total $7,775.53 Additional days required for thiswork TBD. Copy to File By Brian Goudge Signature PR 14R - Display "Case at Patrol Labor Activity Trade Hours Rate Total Coordination and Supervision Superintendent 3 $ 75.00 $ 225.00 Field Measuring / Verification Superintendent 1 $ 75.00 $ 75.00 Cabinet Install Carpenter 2 @ 4 Hours $ 68.00 $ 544.00 Display Case Install Carpenter 2 @ 4 Hours $ 68.00 $ 544.00 Clean-Up Carpenter 1 $ 68.00 $ 68.00 Material Total $ 2,356.40 $ Labor Total $ 1 Material Product Quantity / Units Rate Total Misc Cabinet Install Materials 1 LS $ 25.00 $ 25.00 Claridge Display Case 1 LS $ 2,331.40 $ 2,331.40 Material Total $ 2,356.40 Harrison Tile Company 75 W. Viking Dr., Suite 102 Little Canada, MN 55117 Phone 651- 765 -1388 Fax 651- 765 -1389 Graham Construction 2995 Lone Oak Circle, Suite 1 Eagan, MN 55121 Attn: Brian Goudge / Greg Carlson DESCRIPTION OF WORK: Add Trophy Case at Patrol Area 13159 Et e: e VB 1 to B158 PR14 Date: PROJECT: Cottage Grove City Hall Project - M11059 Total Amount of Change Order Request Please process a change order to our contract for the amount requested. Respectfully Submitted by 6/19/201 Project Manager /Estimator Joe Lyons If VB1 is desired please add $150.00 for Labor only OFILE Painting, r Inc. Business: (320) 963-6897 PR P.O. Box 369, 46 Birch Avenue South Fax: (320) 963 -3394 Maple Fake, MN 55358 -0369 Painting • Wall Covering • Industrial Coating • Drywall Taping & Sanding Floor Coating • Intumescent Coating • Sand - blasting May 17, 2012 Mr. Greg Carlson Graham Construction 2995 Lone Oak Circle Suite I Eagan, MN 55121 Re: Cottage Grove City Hall/Public Safety Building Cottage Grove, MN PR #14 Dear Greg, Business (651) 687 -0648 Fax: (651) 687 -0947 We are reviewed PR #14 dated May 15, 2012 and have determined no adjustments to our contract are required at this time. However, we reserve the right to make adjustments to our contract value in the future if work is required. If you have any questions or concerns, please contact me. Sincerely, I'Rt_)iE lLE Painting, Inc. Kenneth 1. Steele Project Manager 4000 Valley Industrial Bl 5out 51hak Mal 55379 ph. 952- 934 -4695 fx. 952 - 93 Change Proposal Project Name: Cottage Grove City Hall oral No: PR #14 Date of Proposal: 6/19/2012 of Work: 8159: Consturct walls and trophy case. Breakdawn (us additional sheets if necessary) Labor Factor Material B kd (use addional sheets if necessary) '', $ 1,214 2 Total Mater al Casts $ (1- Regaalr, l o Over time. -.. 3, Total Other Direct Costs.... .... Motu al De"n't or abor Classiflcai on N o£ People Hours l Labor Rate /Hr 2 Doubl time) Metal track Labor Cost A Demalton L.. 0 0 $- 6800 1 -$ L B1- Interior Framing 1 8 $ 6800 1 $ 544 62 Extern, Framng 0 L... 1 0 $- 6800 1 $ _ 035 .....2000 83 Rwgh Carpentry -. I 0 0 $ 6800 1 $ $ C Insulate /Pol, 0 0 $ 6800 I $ - 01 It Hor,n9 1 4 $ 6800 1 $ -. -.. 272 02 E.t 5heathnq - 0 0 $- 6800 •. '.Total Material Casts E rating -... -. 1 4 $ 6 800 + $ f $ 272 I Finish Carpentry 0 0 $ 6800 1 - G Clocin Up _ $- ..6300 $ 59. F xed Cast 5% of Labor Cost S Supery son. I.. $ $ 67 _ ',. Total Labor Costs ..... _. _. _....... J $ 1, 214 Material B kd (use addional sheets if necessary) '', $ 1,214 2 Total Mater al Casts $ 350 -.. 3, Total Other Direct Costs.... .... Motu al De"n't or Coach ty - Vn t $ - $ Unit Cost 5 Profit & Overhead of Line I - -, I Mate". Cost Metal track 50 LF i $ 0.50 f $ 25 Metal atuds 256 L $- 055 $ -. 141 - -.. Drywall 202 SF $ - - 035 ',, .$ >I Toping material 202 5F $... _ 035 .....2000 a . $ 71 . Fasteners L5 $_. $ 20.. 0 $ $ - Sub t I Material Costs $ 3 ) - J galas fax J% _. $ 23 •. '.Total Material Casts .._ _.. _...i$ 350 OTHER DIRECT CO5TS (Subcontractors Equipment Travel, ea.) Descr pt on 0uanf ty Unit Unit Cost Other Casts G $ $ I D I $ ;$ $ $ ',Total Other Direct Costs __. _. _.. _. _.__. $ - 1. Total Labor Costs '', $ 1,214 2 Total Mater al Casts $ 350 -.. 3, Total Other Direct Costs.... .... I.$ 4 Total Labor, Matenal & Other Direct Costs_ $ - $ 1,564 5 Profit & Overhead of Line I - -, I 1 121 6 Profit & Overh d of L 2 $ 35 > Profit & Overh d of Line 3 1$ - 8 Pym t dP f Band $ 3440' 9, Total Char,P, Proposal Casts (hoes 4, 5, 6, ], & 0) $ 1,754 Contractor `" At the time the above work Is performed it will become to to the current contract amoun as of t he da o f this propose June 12, 2012 Greg Carlson Graham Construction Services, Inc 2995 Lone Oak Circle, Suite I Eagan, MN 55121 REF: PR #14 Greg, We are pleased to provide you with our proposal for the additional work added by PR #14. Please see the below cost break down as well as the attached take off. Additions- Added 33" base cabinet and solid surface at Patrol Node $390.00 Remove- Remove 16 "of base cabinets and solid surface - $195.00 Total $195.00 Thank you, and have a great day. Chris Schulte Project Manager 612 -581 -0275 (cell) g. MEMBERS 2640 MINNEHAHA AVENUE 9 MINNEAPOLIS, MN m 55406 -1500 Iti „ r ,= PHONE {WWSIEWEf6CABINE(.CC[V21 -1161 AW1 Page 1 of 1 BILL CODY CO. 1720594 1h street Becker, MN 55308 Phone: 763-482-7305 Fax: 763 - 482 -7120 E-mail:bilifairways@izoom.net Date: 7 -27 -2012 Job: Cottage Grove Public Safety / City Hall County: Cottage Grove We are pleased to quote you the following on this Project We Quote Claridge Products for you this project Freight Included is based on one time shipment VIA DSI to Cottage Grove, MN. All field measurements provided and verified by GC. Submittal and shop drawing review is GC's responsibility. GC to verify quantity and sizes included. A purchase order with Claridge Products and Equipment is required. LEED info if required will be provided on our standard form. If non standard forms are required a charge of $70.00 per hour will be added Display Cases: We quote Claridge Standard Factory Built Illuminated 370 Series Recessed Mounted Display Case only Trim= Bronze Anodized 1 ea 4'x 6' Series 370 Display Case $2,331.40` * * * * * * * * * * * * * ** Note: freight is subject to change due to fuel surcharge We are quoting FOB Jobsite, Tax is NOT Included, EXCLUDES INSTALLATION unless noted above. Price is good for 30 days, Terms are net 30 days. No retention held material supplier only. Other terms may apply per job. Shop Drawings if required will be charged at $35.00 per hour rate Sincerely Bill Cody BILL CODY Co. 1720594 th street Becker, MN. 55308 T:763- 482 -7305 F:763- 482 -7120 Please make your PO out to; Claridge Products & Equipment PO Box 910 Harrison, Arkansas 72602 -0910 T: 870- 743 -2200 F: 870 - 743 -1908 Send PO and all correspondence to; Bill Cody 17205 94 street Becker. MN, 55308 T:763- 482 -7305 F: 763 - 482 -7120 Or scan and email to billfairwaysC?izoom.net I will process and track your order thru completion, including submittals, shop drawings, delivery etc. once I receive your PO the Claridge Accounting Dept will send you order confirmation and a request for information needed to be completed and returned to them directly. I will complete your submittals and shop drawings and upon approval returned we will schedule fabrication and shipment. The average lead time once we receive all needed information and submittal approval is 6 to 8 weeks. Thanks Bill Cody CHANGE PROPOSAL SUMMARY ill Job Name: Cottage Grove Public Works Items +Byproducts Item # Item Name Quantity Price Ext Price Labor Ext Labor 40 12 THHN CU STRANDED 360.00 $22346 M $80.44 6.00 M 2.16 597 112 EMT 80.00 $42,43 C $33.94 4.50 C 3.60 691 112 EMT CONN S/S 10.64 $44.85 C $4.77 8.00 C .85 763 112 EMT COUP SIS 8.00 $59.51 C $4.76 4.00 C .32 910 112 EMT 1 HOLE STP 8.00 $75.31 C $6.02 4.00 C .32 2,180 DRILLED ANCHOR 8.00 $7150 C $5.72 11.00 C .88 3,036 112 FLEX STEEL 690 $115,17 C $6.91 4.00 C .24 3,092 112 FLEX 2SCREW CONN 1.00 $401.50 C $4,02 12.00 C .12 3,128 112 FLEX 901SCRW CON 1.00 $511,32 C $5.11 12.00 C .12 12,308 413 BOX 2 -118" DEEP 1.00 $2,006.95 C $20.07 30.00 C .30 12,316 41S BLANK COVER 1.00 $408.83 C $4.09 8.00 C .08 60,123 Type T Fixture (FBO) 1.00 $0.00 X $.00 4.50 E 4.50 totals: $175.86 13.49 Report Totals: Items +Byp rod ucts Ext Price Ext Labor $175.86 13.49 61212012 11:31:45 AM McCormick Systems Inc. Page: 3 of 3 architects engineers www.woldae.com 05 :taint Peer Street Saint Paul. h2N 55152 let 651 227 7773 fax 65' 223 5646 :rraileowoldae.com Project: To: Distribution: ® Ryan Schroeder, CG ® Brian Goudge, Graham ® John McNamara, Wold ® Jodi Nelson, Wold ❑ Dave Rey, AJA ❑ Quen Odes, BKBM ❑ Kyle Fasten, Wald ❑ Cosa Abdi, Wold ❑ Greg Carlson, Graham ❑ Bob LaBrosse, CG CBO ❑ Jennifer Levitt, CG big ® Craig Woolery, CG PS El ❑ _ El Submit an itemized ;labor and material) quotation for the proposed modifications to the PR: #1419 contract documents as described heroin within 21 days of receipt. If a cost is not submitted within 21 days, this Proposal Request can be accepted at no additional cost. -------- Written approval Is required prior to proceeding with this change. Comm: #102189 COST EXPECTATIONS: ❑ DEDUCT ❑ NO COST ® ADD ConstPkg: Issued By: Jodi Nelson Date: 07/24/12 ,'fn .,. >os in{n {:is o 1 1 c- ,0iq,;n designers and researchers for public environments proposal request p architects engineers www.woldae.com SOLID SURFACE GGUNTERTOP P.LAM GABINETS - FiNISHED P—A"'!, ALL EXPG5ED SJRFAGES UNDER GOUNTER FRIDGE. N.I.G. BASE AS 5GHED ML PATROL NOflE EAST 1/4 , 1' - 0° 1 1 101 43102 detail of construction 305 Saint Peter Street Saint Paul. MN 55102 tel 651 227 7773 tax 651 223 5646 mail ®woldae,com PROJECT: NEW PUBLIC, BAFETY/ UTY HALL DATE: JUly 14, 2011 COMMISSION NO: 102189 ASK REVISIONS: 0 FK #14 REV.DATE: 5/15/12 �(7 \ti?iCf it F E_YFX �bg, l 0 ( 1.2irh�Jn :o�)evt 1L 115PA.�6 PM O '31.AA:` Ga.. fa. P(.lG � nix J�119ACIS 2011AGC t, D219�rv, . , - P:LAM GABINETS c� I r N -ilk jll� - =T.� FINISHED P lAM ALL EXPOSED i - 5URFAGE5,TYP. SOLID 5URFAGE GOUNTERTOP °.LAM GABINETS m PANEL BASE A5 5GHED. 30` 30` 30 30' �33 �� 12-11 1/2 SGR.BE K — — ML PATROL NOSE WEST �J /4" 11' -O" 305 Saint Peter Street Saint Paul. MN 55102 tel 651 227 7773 tax 651 223 5646 mail ®woldae,com PROJECT: NEW PUBLIC, BAFETY/ UTY HALL DATE: JUly 14, 2011 COMMISSION NO: 102189 ASK REVISIONS: 0 FK #14 REV.DATE: 5/15/12 �(7 \ti?iCf it F E_YFX �bg, l 0 ( 1.2irh�Jn :o�)evt 1L 115PA.�6 PM O '31.AA:` Ga.. fa. P(.lG � nix J�119ACIS 2011AGC t, D219�rv, m architects engineers www.woldae.com K �r detail of construction 305 Saint Peter Street Saint Paul, MN 55102 tel 651 227 7773 fax 651 223 5646 mail @woldae,Gem SOLID SUP FAGE GAP PRE - MANUFACTURED DISPLAY GASE ALI6N 6YP. BD./ STUD WALL BASE WITH GOLUMN ENGLOSURE 1/2" = V -O" PROJECT: NEW PUBLIC SAFETY/ CITY HALL WINDOW TREATMENT PACKAGE DATE: JUiy 14, 2011 COMMISSION NO: 1121658 REVISIONS: Q FR #14R REV. DATE: '7/24/12 G�kvitV c cswo[ta9e..'.r v 34/) )G i', .2S �M FSK 2°ilz w architects engineers www.woldae.com �c if , - - " detail of construction 305 Saint Peter Street Saint Paul, MN 55102 tel 651 221 1773 tax 651 223 5646 mailQwoldae.com SOLID SURFAGE GAP - EXTEND 112" ON BOTH SIDES FLUORESCENT LIGHT W/ REFLEGTOR TEMPERED GLASS SLIDING DOORS 10" TEMPERED GLASS SHELVES SHELF STANDARD 4 BRAGKETS METAL STUD WALL BASE AS SGHEDULED 314" = 1' -0" PROJECT: NEW FUa! -IC SAFETY/ CITY HALL WINDOW TREATMENT FAOKAGE DATE: JUIy 14, 2011 COMMISSION NO: 1121655 REVISIONS: Q FR #14R REV. DATE: V24/12 Gc "a. pi c 0. A.., 4u�Q cta JCA.O I�hRC L�D:1� c�102159rv[ P5K 28R architects engineers www.woldae.com detail of construction 305 Saint Peter Street Saint Paul, MN 55102 fel 651 227 7773 fax 651 223 5646 rmailQuaotdae.cem 5`-0 ;j `; 5 56N -BD GPTS I '-T T -6" 0 4 C O 'Zj 'E- - -- 6' -0 11/2' — FGK Hl 6 4" '._INO GPI A3.06 € E a3 3 3 11 1 z�R RE K/ WORK _ AREA F5X t 1 26 _ DER PARTblL�T i OR, 6L#2 � I I � ; 'u COUNTER, L x 4'-b "H RETURN AT 5 — END OF GA E8 ,, I � 1 - 4 PROJECT: NEW FUSLIC SAFETY/ CITY HALL WINDOW TREATMENT PACKAGE DATE: JUIU 14 2011 COMMISSION NO: 1121685 REVISIONS: Q5 FR #14R REV. DATE; 1/24/12 C hc. ✓.9 I, .lJUU; 6.1 02 � L .1:1311 201n0U1 _ 'JIlb`',l 2qR I ml \ STAIR A C 1 1 LD 8124 ! m ________ — 1 , .o 5`-0 ;j `; 5 56N -BD GPTS I '-T T -6" 0 4 C O 'Zj 'E- - -- 6' -0 11/2' — FGK Hl 6 4" '._INO GPI A3.06 € E a3 3 3 11 1 z�R RE K/ WORK _ AREA F5X t 1 26 _ DER PARTblL�T i OR, 6L#2 � I I � ; 'u COUNTER, L x 4'-b "H RETURN AT 5 — END OF GA E8 ,, I � 1 - 4 PROJECT: NEW FUSLIC SAFETY/ CITY HALL WINDOW TREATMENT PACKAGE DATE: JUIU 14 2011 COMMISSION NO: 1121685 REVISIONS: Q5 FR #14R REV. DATE; 1/24/12 C hc. ✓.9 I, .lJUU; 6.1 02 � L .1:1311 201n0U1 _ 'JIlb`',l 2qR City of Cottage Grove Attn: Ryan Schroeder Date: 06/26/12 CID # PR # 16 General Contractor Graham Construction Services, Inc. 2995 Lone Oak Circle, #1 Eagan, MN 55121 Project Manager Brian Goudge Superintendent Rob Puncochar Field Engineer Greg Carlson Project Name City of Cottage Public Safety / City Hall Contract Number 102189 Architectural Firm Wold Architects & Engineers Project# M11059 Description: PR 16 - Power and Voice /Data Modifications at Basement Cost Graham Construction Units Unit Rate Estimate Total Direct Labor Cost 1.00 $75.00 $75.00 $75.00 Materials & Equipment 1.00 $0.00 $0.00 $0.00 $000 $0.00 $0.00 Subtotal $75.00 Overhead 10% $7.50 Total for Self- Performed $82.50 $ 82.50 Subtrade Unit Rate total Premier Electrical 1.00 $3.173.00 $3,173.00 Profile Painting t00 $186.63 $186.63 Weise Masonry 1.00 51.277.00 $1.277.00 $000 50.00 S000 50.00 $0.00 $0.00 $0.00 $0.00 50.00 S000 S0.60 s0 00 $0.00 $000 Subtotal 54,636.63 Markup 5% $231.83 Total for Subtrades 54,868.46 $ 4,950.96 l Ins. $49.51 i Additional days required for this work 0.00 Coov to File By Brian Goudge ,per .,, . •, PR # 16 Ins F] Labor Total $ 75.00 1 Material Total 4401 85th AVE.NO., BROOKLYN PARK, MINNESOTA 55443 -1937 PH. (763) 424 -6551 m FAX: (763) 424 -5225 CHANGE PROPOSAL SUMMARY 11 077 4111111 11 , , ♦ — — - - -- De Labor Materials & E_x_ penses I Totals Quoted _ Materials $0 Materials _ $ C onsumable s 3.00% of Labor $46 L arge To &Equi pment Rental ___ _ $0 Tax 7.125 % $22 Freight other delivery charGes __ $5 ------- Labor hours 22 (a7 $69.65 per hour $1 532 _ Supervision Cod $7189 per hour _._ $0 As- Builts 1.00% of Labor Safety at 100% of Labor $46 1:esting_a 100% of Labo $46 C l ea nup at 2.00 ° l0 of Lab $31 Site Office Expense $0 $0 Permits & Other Direct Charges $0 To tal Direct Job Costs', 1 $341_ $2,01 _ __ munins Su bcontracts AULD Com catio $915 —_ - -- TOTAL $2,926 _— _ Ovhd & Profit at 10.00% on Labor _. $167 Ovhd & Profit at 10.00% on Materials $34 Ovhd & Profit at 5.00°/ on Subcontracts _ $46 _._ TOTAL CHFlRGES BEFORE BONDS &INSURANCE $3,173 Performance & Payme $ _Bonds, _ _ Special Insurance or other Char $ TOTAL PRICE OF CHANGE PROPOSAL 1 is Extension of time because of the labor hours added by this change order is 0 workdays. This Proposal is based on: Straight Time Overtime Shift Work tr i . This Proposal is void unless notification to proceed is received in writing by _ 7151 — This change includes only those estimated costs which can be identified at this time There are no impact or ripple costs and no delay costs included in this proposal. Should it be determined at a later date that we are experiencing impact cost because of multiple changes, delays, or other causes beyond our control, we will submit those costs at that time. The above price assumes work on this change will be started by with job _ and completed by __withjob _. Submitted by. Approved by EOUN OPPORTUNITY EMPLOYER Harmon Title Date 6!5112 Date Job Name: Cottage Grove Public Works Items +ByProducts Item # Item Name Quantity Bid Price Ext Price 1 Bid Lbr Bid Lbr Ext CCode 40 12 THHN CU STRANDED 12.00 $130.70 M $1.57 6.50 M .08 wb 41 10 THHN CU STRANDED 300.00 $201,95 M $6058 7.50 M 2.25 wb 598 3/4 EMT 90.00 $5133 C $46,19 4.20 C 3.78 cb 692 314 EMT CONN SIS 2.00 $19.91 C $.40 .00 X .00 cb 764 314 EMT COUP SIS 15.00 $21.22 C $3.18 .00 X .00 cb 911 314 EMT 1 HOLE STP 10.00 $30.02 C $3.00 2.50 C .25 cs 2,186 DRILLED ANCHOR 10.00 $84.50 C $8,45 3.00 C .30 ch 3,03E 1/2 FLEX STEEL 18.00 $89.01 C $16.02 3.00 C .54 cb 3,037 3;4 FLEX STEEL 30.00 $114.00 C $3420 4.00 C 1.20 cb 3,092 112 FLEX 2SCREW CONN 3.00 $127.75 C $3.83 12.00 C .36 cb 3,093 3/4 FLEX 2SCREW CONN 4.00 $222.25 C $8.89 14.00 C .56 cb 3,128 112 FLEX 901SCRW CON 1.00 $185.94 C $1,86 12.00 C .12 cb 3,406 12 GA TERMINATION 3.00 $25,00 C $.75 .10 E .30 sl 12,307 4IS BOX 1 -112" DEEP 1,00 $119.93 C $1.20 15.00 C .15 cb 12,308 41S BOX 2 -118" DEEP 2.00 $218.94 C $4,38 15.00 C .30 cb 12,316 41S BLANK COVER 3.00 $74.33 C $2.23 .00 X .00 Ch 12,321 MASONRY BOX 1 GANG 3.00 $749.59 C $22,49 25.60 C .75 cb 12,436 HNDY BOX BLANK COVER 3.00 $317.19 C $9.52 4.40 C .13 cb 14,381 FP-WALL 3/4" 2.00 $5.00 E $10,00 50 E 1.00 and 14,396 3/4°X 8" CORE -DRILL 2.00 $9.00 E $1800 90 E 1.80 and 60,122 Cut & Fish Block 1.00 $10,00 E $1000 8,00 E 8.00 ....Totals:......... $26615 21.87 Report Totals: Items +Byproducts Ext Price 1 Bid Lbr Ext $266.75 21.87 6/5/2012 9:02:09 AM McCormick Systems Inc. Page: 2 of 2 A U L D'S COPPINUAMICA ON Estimate Dat -Ornsze # 6i,1f 12 i1 7L I Narne j Address I M i , '. Sidbo C,Zmg, G,ovc Add (2) iocaiinrt ot 1 p 4 16, 6870 Jefferson H i 9 h' i4 °Osseo, 0,r ' T t' 55369 - Piione: 763-49 - Fax: 7 63 -424 -431 vr ,p j i ,, eu, 1 of 0 c,n m n i c , tl CHI s. m ni F 0 t tern c Rare 11 otai I 'M 2 �So I oi 1 9 ') 4 1 00 �M I VSC I I � , ((), 7 Subtotal 6870 Jefferson H i 9 h' i4 °Osseo, 0,r ' T t' 55369 - Piione: 763-49 - Fax: 7 63 -424 -431 vr ,p j i ,, eu, 1 of 0 c,n m n i c , tl CHI s. m ni Z O d N o � W N k a E v o E m m r z a r N N 4 N N � 3_ I t_ o o E OI� N U 9 3� U/ '^ V / Q O L Y oI. r 0 / V S{ Q) niU C 0 r ® { 9 v• U) 0 0 �nl� 0 0 0'00 0 0'0;o O'O oio 0 0 0..0 oo �i0 0 0 0 0..0 O O,OiO O O O'..0 OHO 0 0 o N.N o 0 0 0'.0 0 0 oio 0 0 o'io 0 0;0'''oloio oio 0 0'0''0 i m 0 r 0 0 0 0 0 0 0 0 0 01 0 ! 0 0 0 0 0 0 0 0 0 ° B oio 0 o Oio o 0 0 0 0 0 0 0 0 0 0 0 ��I�'63 63 63 �sr tee» ur o �; v3 e> �va'� e3 ea.En c»In v3 crs e> X 63 e3 m m W c s � -n � n -'s g -0 � 0 °fR m O M ° eH O d3 ° Efl , ° dj °U3 0 00 o o 00 e 0 6 6 ° 63 1 U y to �I�J o' io'o 0 s: x 64 6B 6B ". o.0 0 0;0 0 0 0 0 0 O'�,N W NCO O O O O O t o 0 0 0 0'0 0 01 al, mlm L'L N.W X X (Qi NN J,J J I v I a Y G OI ) o U U ' U N >� O UIO 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 69 69 fA cfl � tFi''.. U3 63 69', K; f2 U3 [f3 3 0' m @ N F a cn 0 m a WEISE MASONRY, INC. 1 4798 Maple Trai I Prior Lake, Minnesota 55372 Phone: (952) 447-3551 Fax: (952) 447-1220 ,,',)ATE� hinc 20'2 P'l A N: Greg C-ar!""On Services, Inc. 9 ['one ",k C ce Ste I PROJECT LOCAMW Cottage Grove City liall/Filblic S'afely Bldg. 12800 Ravine Pak ay Soull Cottage Grove N/fN 5-5016 hiESCF I ) I Or Mid inaietial o replace masonry at areas block vvere, removed to install new electrical oposat tZequest /Q6 " j Bl : t I I 1 11— - I � M Labor: $ 1,21 O Material: 67,00 Total: m,277.1") fail Weise, Prcsidew, H/cm Vj r. im Affirmat�ve Act@nn,/Equs9 Opportunity E-mp@oye.r proposal request a rc hilects engi neers www.woldae.com ' 01 Sant r'eler S'ree Saint Paul. MN '_,5102 tel 651 227 777:1 fax 651 223 5646 mall@woldae,cair, Project:', City of Cottage Grove To:', Graham Construction 2995 Lone Oak Circle Suite 1 Eagan, MN 55121 Phone: 651.678.0648 Email: robertp @grahamus.com Distribution: ® Ryan Schroeder, CG ® Brian Goudge, Graham ® J ohn McNamara, Wa ❑ Jodi Nelson, Wold ❑ Dave Rey, AJA ❑ Quentin Odes, BKBM ❑ Kyl Edstem Weld ❑ Dos Arch, Wold ® Greg Carlson, Graham ❑ Bob LaBrosse, CG CBO ® J ennifer Levitt, CG En ❑ Craig Woolery, CG PS El ��Iri r:;5u.t G�Fltjra�i:r Public Safety/ City Hall Attn: Rob Puncochar Fax: 651.687.0947 Subml" an Itemized (labor and material) quotation lot the proposed modifications to the PR: #16 contract documents as described herein within 21 days of receipt. If a cast is not submitted within 21 days, this Proposal Request can be accepted at no additional cosy Written approval is required prior to proceeding with this change. Comm: #102189 COST EXPECTATIONS: ❑ DEDUCT ❑ NO COST ® ADD Const. Pkg Issued By: OA Date: 5/16/12 designers and researchers for public environments m architects engineers www.woldae.com detail of construction Woid,,,Pdd�ess SM_MN. i r QGR nGR AC 2 - ARMORY GIRL. F E B004 FVIDENGE 50 50 S OR. t EL 4 GR ; ARMORY STOR. 8007 O O 5O 50 s STOP CMCMCM (D ELEV. EOUIF. 8008 4 v C' GR T �, �FRVER EVID ENTRY/ 55 Q 8012 FROGESSTN�, i 80131 AIR i � L 0 - � - PROJECT: NEW PUBLIC /SAFETY CITY HALL DATE: 07/14/2011 COMMISSION NO: 102238 �SK REVISIONS 1 ppu16 REV. DATE 05/16/2012 3O "ity of Cottage Grove 4ttn: Ryan Schroeder Date: 08/16/12 CID # PR # 17 Item 1.1 (Alternate Lights) 3eneral Contractor Project Name Architectural Firm raham Construction Services, Inc. City of Cottage Wold Architects & Engineers 2995 Lone Oak Circle, Suite 1 Public Safety 1 City Hall 1.00 Eagan, MN 55121 Total 1.00 Project Manager Brian Goudge Contract Number 102189 Direct Labor Cost Superintendent Rob Puncochar $177.00 $177.00 Field Engineer Greg Carlson 1.00 $0.00 Project# M11059 Description: PR 17 Item 1.1 - Lights at Building Flagpoles (Alternate Lights) Cost Graham Construction Units Unit Rate I Estimate 1.00 $14,180.00 PR. See included cut 1.00 $0 -00 Total 1.00 $0.00 By Brian Goudge Direct Labor Cost 1.00 $177.00 $177.00 Materials & Eaumment 1.00 $0.00 $0.00 $177.00 See Breakdown $0.00 Subtotal .$177 00 Overhead 10% $1770 Total for Self- Performed $19470 1 $ 194.70 Kremer Davis. Inc. Premier Electrical Profile Painting Weise Masonry Subtotal S14,1 80.00 1.00 50.00 1.00 $14,180.00 PR. See included cut 1.00 $0 -00 Total 1.00 $0.00 Note Pricing includes use of alternate sheets to File 1 Is 5,083.70 $150.84 5.234.54 Subtotal S14,1 80.00 _ Markup 5% S709 00 Total for Subtrades 514.889.00 PR. See included cut Subtotal Bonds /Ins. Total By Brian Goudge Sionature- Is 5,083.70 $150.84 5.234.54 PR # 17 Item 1.1 (Alternate Lights) PR 17 Item 1.1 - Lights at Building Flagpoles (Alternate Lights) Material Total $ Labor Activity Trade Hours Rate Total Coordination and Supervision Sup t. 1 $ 75.00 $ 75.00 Surveying and Layout Carpenter 1 1.5 $ 68.00 1 $ 102.00 Labor Total $ 177.00 Material Total $ 4401 85TH AVE.NO., BROOKLYN PARK, MINNESOTA 55443 -1937 PH: (763) 424 -6551 o FAX: (763) 424 -5225 P remier ELECTRICAL CORPORATION CHANGE PROPOSAL SUMMARY Description Labor Materials & Ex enses Totals Materials $1,014 _Quoted Materials Consumables 3.00% of Labor $192 ` Large Tool &Equipment Rental Excavator, Ta rnyer &Auger $1.650 Tax 7.125% $424 Freight other delivery charges $82 _ Labor hours 90 @ $71.25 per hour $6,413 Supervision _ P _ @ $73. p er hour $D - As- Builts O.DDI of Labor $0 i Safety at 0.00 of Labor $0 Testing at _ ____ 0.0 0 /_ of Labor $0 Cleanup at 0.00 ° %of Labor $0 Site Office Expense $0 _ _ Permits & Other Direct Charges Total Direct Job Costs: $6413 $6,479 $12,891 Subcontracts $0 TOTAL $12,891 Cord & Profit at 1 0.00% on L abor $641 _ _ Ov hd & Profit at on Materia $648 _1 0.00°/ Ovhd & Profit at 5.00% on Subcontracts $0 TOTAL CHARGES BEFORE B ONDS & INSURA $14,180 Bonds, Pe rforma nce & Payment $0 Special Insura or other TOTAL PRICE OF CHANGE PROPOSAL $74,180 p. Extension of time because of the labor hours added by this change order is 0 workdays This Proposal is based on. Straight Time, Overtime Shift Work This Proposal is void unless notification to proceed is received in writing by 9115112 This change includes only those estimated costs which can be identified at this time. There are no impact or ripple costs and no delay costs included in this proposal. Should it be determined at a later date that we are experiencing impact cost because of multiple changes, delays, or other causes beyond our control, we will submit those costs at that time. The above price assumes work on this change will be started by , with Lob . _ and completed by _ with job Submitted by: Title Date 8116112 Approved by: 9902 -2002 Date Job Name: Cottage Grove Public Works Column 1 Column 2 Column 3 Column 4 Column 5 Combined Combined PR 17 1.1 Combined Combined Items +ByProducts Item # Item Name Quantity Price Ext Price Labor Ext Labor 41 10 T HHN CU STRANDED 900.00 $394.05 M $354.64 7.50 M 6.75 2,744 314 PVC 80 200.00 $69.56 C $139.13 6.90 C 13.80 2,757 3l4 PVC 80 ELBOW 12.00 $6.68 E $80.15 30.00 C 160 2,840 314 PVC COUPLING 30.00 $42.68 C $12.80 5.00 C 1.50 14,149 12X24 TRENCH 200.00 $2.20 E $440.00 .05 E 10.00 60,11B Marker Tape 1.00 $28.75 E $28.75 50 E .50 60,125 12X12X12 Handhole 2.00 $150.65 E $301.30 1.00 E 2.00 60,126 Waterproof Splice 24.00 $5.75 E $138.00 .25 E 6.00 60,128 Guardco Flag Light 6.00 $0.00 Q $.00 2.00 E 12.00 60,130 Lighting Contactor U0 $143.75 E $143.75 2.00 E 2.00 60,131 3l4" PVC Bell End 12.00 $644.87 C $77.38 16.00 C 1.92 60,132 Auger Base 6.00 $0.00 Q $.00 1.00 E 6.00 60,135 Conc Base 6.00 $230.00 E $1,380.00 4,00 E 24.00 Totals: $3,095.91 90.07 Report Totals: Items +ByProducts Ext Price Ext Labor $3,095-91 90.07 6/2812012 9:26:21 AM McCormick Systems Inc. Page: 3 of 3 Jim Harmon From: Krebsbach, Roberta Sent: Thursday, August 16, 2012 9:52 AM To: Jim Harmon Cc: 'Mike Skiba'; Boley, Chuck; Cunningham, Bob Subject: CG City Hall - PR #13 & 17 Attachments: RAB PR17 -FLAG POLE.pdf; RAB PR17- MONUMENT.pdf Categories: SHOPS Hi Jim, Here is what we were able to come up with for the lighting on PR #17: LED flag pole light: RAB # HBLED13A — lamps included - $169.00/ea Metal Halide Monument lights: RAB # HBHH70VQTA — lamps included - $149.00/ea These could be used for both options 3 flag pole & 5 monument sign lights 6 flag pole & 10 monument sign lights Both fixtures are multi -volt. I have the cut sheets attached as well. These are NOT in ground fixtures, so please let us know if you need us to loel< into that option further. Thanks, ROBERTA KREBSBACH > Project Coordinator P: 651- 769 -8159 • F: 651 -768 -5204 BErebsbach@ Werne . rE[ec.com WERNER ELECTRIC - Solution - Supply e Support 7450 95th Street South, Cottage Grove, MN 55016 www.wernermn.com e Facebook • Twitter - YouTube Bullet shape die cast aluminum flood with 13 watt LED High Performance Light Engine. Equivalent to 100W PAR Halogen. Comes with flood reflector installed. Optional spot reflector included for field installation. LED Info Driver Info Watts: 13 Type: Constant Current Color Temp: 5000K (Cool) 120V: 0.13 A Color Accuracy: 69 208V: 0.08A L70 Lifespan: 50000 240V: 0.07 A 1110179 Lumens: 724 277V: 0.06 A Efficacy: 55 LPW Input Watts: 13W Efficiency: 100% Technical Specifications UL Listing: Suitable for wet locations. Suitable for mounting within 4' of the ground. Thermal Management: Cast aluminum patent pending thermal management system for optimal heat sinking. The LFLOOD is designed for cool operation, most efficient output and maximum LED life by minimizing LED junction temperature. Swivels: Fully adjustable with sure -grip locks. 1/2" NPS threaded arm with serrated locking swivel fits all standard mounting covers. Color matched EZ Grip lock nuts. Stainless steel screw. Housing: Precision die cast aluminum housing Gaskets: High Temperature Silicone Finish: Chip and fade resistant polyester powder coat finish. Warranty: RAB LED fixtures give you peace of mind because both the fixture and driver components are backed by RAI 5 Year Warranty. For more information, Lumen Maintenance: The LED will deliver 70% of its initial lumens at 50,000 hours of operation. Green Technology: RAB LEDs are Mercury and UV free. M..r Color: Bronze Weight: 3.5 Ibs �k f California Title 24: LFLOOD complies with California Title 24 building and electrical codes. IESNA LM -79 & IESNA LM -80 Testing: RAB LED luminaires have been tested by an independent laboratory in accordance with IESNA LM -79 and 80, and have received the Department of Energy "Lighting Facts" label. Color Stability: RAB LEDs exceed industry standards for chromatic stability. Color Uniformity: RAB's range of CCT (Correlated color temperature) follows the guidelines of the American National Standard for Specifications for the Chromaticity of Solid State Lighting (SSL) Products, ANSI C78.377 -2008. Cold Weather Starting: The minimum starting temperature is - 40F / -40C Reflectors: NEMA 5x5 floodlight reflector with 4x4 optional spotlight reflector for field installation. Photometrics show flood configuration LFLOOD 13W: LED Floodlight that reduces energy consumption by 85% compared to 100W PAR38. Spot and Flood beam patterns. Recommended for Residential and Commercial applications. Fixture Efficacy: 47 Lumens per Watt Color Temperature: 5000K HBLED13A - continued Color Accuracy 69 CRI Driver: Multi -chip 13W high output long life LED Driver Constant Current, 100V - 277V, 50/60 Hz. Surge Protection: 4KV Patents: LFLOOD thermal Thermal Management technology is protected under utility patents pending in the U.S., Canada and China. Equivalency: The HBLEDI3 is Equivalent in delivered lumens to a 90W PAR Floodlight. HID Replacement Range: The HBLED13 can be used to replace 90 -100W PAR Floodlights based on delivered lumens. Country of Origin: Designed by RAB in New Jersey and assembled in Taiwan Trade Agreements Act Compliant: This product is a product of Taiwan and a "designated country" end product that complies with the Trade Agreements Act. GSA Schedule: This product is suitable for listing on the GSA Schedule of the US General Services in accordance with FAR Subpart 25.4 L.. I G H T I N G - ____.._.___ _._.. Toch Haln i Ina' ftRR RAR4000 Emall' 1 ll Bullet design with large glare shield for effective light control. Visor with integral grill and tempered glass lens reduces glare and protects lamp from water and impact damage. Durable one piece die cast with rugged mounting arm, weatherproof gasket and drain holes. Accepts 150 watt PAR 38 max_ Lamp not supplied. Lamp Info Ballast Info Type: PAR38 Type: HX -HPF QT Watts: 70 120V: .71.8 Shape /Size: Shape 208V: 4/.5 Base: N/A 240V: .4/.4 ANSI: N/A 277V: .3/.4 Hours: 10,000 Input Watts: 94W Lamp Lumens: 4,800 Efficiency: 74% Efficacy: 51 LPW Technical Specifications UL Listing: Suitable for wet locations. Suitable for mounting within 4 feet of the ground. Can be aimed above horizontal with accessory hood or visor. Sockets: 4kv pulse rated glazed porcelain with all copper current carrying components. Nickel plated screw shell and spring contacts Swivels: Fully adjustable with sure -grip locks. 1/2" NPS threaded arm with serrated locking swivel fits all standard mounting covers. Color matched EZ Grip lock nuts. Stainless steel screw Housings: Die cast aluminum with powder coat finish Lamps: Medium base PAR -38 MH lamps up to 100 watts with choice of beam spreads available. Lamp not supplied. Gaskets: High temperature silicone rubber extends around both socket and lamp. Color: Bronze Lumens Per Watt: 68 Quad Tap: Fixture works with 120, 208, 240 and 277 volts Patents: RAB sensor and fixture designs are protected under U.S. and International Intellectual Property laws. Color: Bronze 32: Weight: 10.6 Ibs ua Kam EISA 2007 Compliant: This product complies with the new law for metal halide ballast efficiency. This law goes into effect January 1st, 2008. Pulse Start offers Longer Lamp Life, Faster Startup and Faster Restrike. Country of Origin: Designed by RAB in New Jersey and assembled in the USA by IBEW Local 3 Buy American Act Compliant: This product is a COTS item manufactured in the United States, and is compliant with the Buy American Act. Recovery Act (ARRA) Compliant: This product complies with the 52.225 -21 "Required Use of American Iron, Steel, and Manufactured Goods- - Buy American Act -- Construction Materials (October 2010) Trade Agreements Act Compliant: This product is a COTS item manufactured in the United States, and is compliant with the Trade Agreements Act. GSA Schedule: This product is suitable for listing on the GSA Schedule of the US General Services in accordance with FAR Subpart 25.4 City of Cottage Grove Attn: Ryan Schroeder Date: 08/16/12 CID # PR # 17 Item 1.2 (5 Lights) General Contractor Graham Construction Services, Inc. 2995 Lone Oak Circle, Suite 1 Eagan, MN 55121 Project Manager Brian Goudge Superintendent Rob Puncochar Field Engineer Greg Carlson Project Name City of Cottage Public Safety / City Hall Contract Number 102189 Architectural Firm Wold Architects & Engineers Project # M11059 Subtotal Description: PR 17 Item 1.2 - Lighting at Memorial Flagpoles (5 Lights) Cost Graham Construction Units Unit Rate Estimate $21.10 Total Total for Self - Performed $232.10 $ 232.10 Subtrade Costs -'. I Direct Labor Cost 1.00 $211.00 $211.00 $211.00 See Breakdown Materials & Eouioment 1.00 $0.00 $0.00 S0.00 to File Subtotal $211.00 Overhead 10% $21.10 Total for Self - Performed $232.10 $ 232.10 Subtrade Costs -'. (Jnit Rate Total Kremer Davis, Inc. Premier Electrical Profile Painting Weise Masonry Note. 1.00 $0.00 S0.00 1.00 $22,922.00 $22,922.00 1.00 $0.00 $0.00 1.00 $0.00 $0.00 Subtotal 322,922.00 Markup 5% $1.146.10 Total for Subtrades 524.068.10 $24,068.10 Work Includes Installing 5 lights only, rather than 10 as specified in the PR. Lights are aps specified in original PR. Subtotal $24,300.20 Bonds lIns. $2437) Total 1 $24,543.20 to File PR # 17 Item 1.2 (5 Lights) PR 17 Item 1.2 - Lighting at Memorial Flagpoles (5 Lights) Material Labor Quantity Rate Total Activity Trade Hours Rate Total Coordination and Supervision Supt. 1 $ 75.00 1 $ 75700 Surveying and Layout Carpenter 2 $ 68.00 1 $ 136.00 Labor Total $ 211.00 Material Product Quantity Rate Total $ 22922 Material Total $ 4401 85TH AVE.NO., BROOKLYN PARK, MINNESOTA 55443 -1937 PH: (763) 424 -6551 a FAX: (763) 424 -5225 Premie r ELECTRICAL CORPORATION 1902 -2602 Desc ription Labor Matenals & Expenses Totals Quoted Materials Materia Consu mables 3.00% of Labor _$231 La rge Tool & Equipment Rental Excavator Tamper & An er $2,925 Tax 7 $860 FregI hL ot herdeliverycharges _ -_ : $17 Lab hours 108 $71 25 _per,ho ur ___$y6 '. Supervision _. 0 ) $ 73.89 per hour $0 As- Builts 0.00 %of Labo _ Saf at _ 0.00% o f Lab ty Testing at 0.0 of La bor Cleanup at 0.00% of Labor $0 Site Office Expenss _ _ - $0 1 $ Permits & O ther Direc C harges _ $30 Tot Direct Job Costs: $7,695 $13,14 $20,839 Subcontracts $0 —__ TOTAL __ $20,8 Ovhd &Profit at 10 $770 Ovhd & Profit at 10.00 on Materials - -,_ $1,314 Ovhd & Pr at 5.G0% on Subcontracts ___._ $0 TOTAL CHARGES BEFOR BOND & INSUR --------__$22 922 Bonds Performanc & Payment $ _ Spec Insurance or other Charges _ $ TOTAL PRICE OF CHANGE PROPOSAL $22,922'. Extension of time because of the labor hours added by this change order is 0 workdays, This Proposal is based on: Straight Tims j Overtime Shift Work This Proposal is void unless notification to proceed is received in writing by - 9/15112 This change includes only those estimated costs which can be identified at this rime. There are no impact or ripple costs and no delay costs included in this proposal. Should it be determined at a later date that we are experiencing impact cost because of multiple changes, delays, or other causes beyond our control, we will submit those costs at that time. The above price assumes work on this change will be started by with j ob - ., and completed by with job Submitted by: Approved by: CHANGE PROPOSAL SUMMARY Harmon Title Date 8116/12 r=oll I01 C)PPOPI I INIITV FNAPI r1VFR Date Job Name: Cottage Grove Public Works items +ByProducts Item # Item Name Quantity Price Ext Price Labor Ext Labor 41 10 THHN CU STRANDED 1,200.00 $345,30 M $414.36 7.50 M 9.00 2,680 314 PVC 40 30090 $40.98 C $122.93 6.00 C 18.00 2,694 314 PVC ELBOW 24.00 $1.58 E $37.84 30.00 C 7.20 2,840 3/4 PVC COUPLING 48.00 $42.68 C $20.49 5.00 C 2.40 14,149 12X24TRENCH 300.00 $2.20 E $660.D6 .05 E 15.00 60,118 MarkerTape 1.00 $28.75 E $28.75 .50 E .50 60,125 12Xl2X12 Hendhole 3.00 $150.65 E $451.95 1.00 E 3.00 60,126 Waterproof Splice 25.00 $5.75 E $143.75 .25 E 6.25 60,127 Conc Base 5.00 $253.00 E $1,265.00 4.00 E 20.00 60,129 Allscepe Flag Light 5.00 $0.00 Q $.00 2.00 E 10.00 60,130 Lighting Contactor 1.00 $143.75 E $143.75 2.00 E 2.00 60,131 314" PVC Bell End 24.00 $644.87 C $154.77 16.00 C 3.84 60,132 Auger Base 5.00 $0.00 Q $.00 190 E 5.00 60,138 Compaction 1.00 $0.00 Q $90 6,00 E 6.00 Totals: $3,443.58 10899 Report Totals: Items +ByProducts Ext Price Ext Labor $3,443.58 108.19 812120/2 1:49:24 PM McCormick Systems Inc. Page: 3 of 3 Jim Harmon From: Krebsbach, Roberta Sent: Tuesday, July 31, 2012 8 :01 AM To: 'Jim Harmon' Subject: RE: PSCH: PR 17 Hi Guys, Pricing for this request is as follows Qty . 3— Gardco- DFL7C- ST- MSP- 75LA- CW- UNIV -BRP - LED LAMPS INCLUDED - $2505.00 Qty. 5 —ALLS - ALLS SL- 23- 70MHT6- VOLT - MFLD- ADA -BZ - $5475.00 $7980.00/lot GARDCO + FREIGHT ALLS ADD LAMPS. Please let me know if you need submittals for these & I will put through the request. Otherwise just let me know if you need anything else. Thanks, ROBERTA KREBSBACH P: 651- 769 -8159 - F: 651- 768 -5204 RKr ebsbach @ W ernerlie WERNER ELECTRIC - Solution - Supply • Support 7450 95th Street South, Cottage Grove, MN 55016 www,wei - Facebook - Twitter - You Tube From: Jim Harmon mailto: _harmo remiercorp.netl Sent: Friday, July 27, 2012 12:12 PM To: Krebsbach, Roberta Cc: mskiba Subject: FW: PSCH: PR 17 Roberta, Please provide revised pricing Jaynes W. Harmon Project Manager Premier Electrical Corporation Phone: (763) 315 -3217 Fax: (763) 424 -5225 From: Greg Carlson [mailto:gre ca grah am us.com ] Sent: Thursday, July 26, 2012 2:41 PM To: James Harmon Cc: Mike Skiba; Robert Puncochar; Brian Goudge Subject: FW: PSCH: PR 17 Jim, City of Cottage Grove 1.00 Attn: Ryan Schroeder 1.00 _ $14.164.00 Date: 08/08/12 CID # PR # 17 (Partial) General Contractor Project Name Architectural Firm Graham Construction Services, Inc. City of Cottage Wold Architects & Engineers 2995 Lone Oak Circle, #1 Public Safety / City Hall Eagan, MN 55121 Project Manager Brian Goudge Contract Number 102189 Superintendent Rob Puncochar Field Engineer Greg Carlson Project# M11059 Description: PR 17 - Misc Electrical Additions Items 1.3. 1.4. 1.5. and 1.6 Cost IMatenals & Equipment 1 1.00 1 $0.00 1' ` $0.00 $0.00 Subtotal J$75.00 Overhead 10% J$7.50 Total for Self- Performed 1$82.50 1 $ 82.50 r Davis, Inc. r Electrical Painting Masonry 1.00 1.00 _ $14.164.00 1.00 1.00 f[cE�Ht] I I I I 1$0.00 1 $0.00 $0.00 Subtotal :$14,164'.00 Markup 5% $708.20 Total for Subtrades .$14,872.20 1 $14,872.20 /Ins. Brian 7rF>vb7 PR # 17 (Partial) PR 17 - Misc Electrical Additions Material Labor Quantity Rate Activity Trade Hours Rate Total Coordination and Supervision Supt. Material Total $ 1 $ 75.00 $ 75.00 Layout Carpenter 0 $ 68.00 1 $ Labor Total $ 75.00 Material Product Quantity Rate Total Material Total $ 4401 85th AVE.NO., BROOKLYN PARK, MINNESOTA 55443 -1937 PH. (763) 424 -6551 < FAX: (763) 424 -5225 P ls:t t , CORPORA .. tx CHANGE PROPOSAL SUMMARY 1902 -2002 Description Labor Materials & Expenses I Totals Quoted Materials $0 e Materials $611 Consumables 3.00% of Labor $62 Lar e Tool & Equipment Rental $0 4 x Tax 7.125 $48 .,4,. ": '. Freight, other delivety charges $12 ' % - Labor hours 295$71.25. per hour $2,066 0 CM $73.89 per hour $0 - Supervision As- Builts 0.00% of Labor $0 ._ Safety at 0. Q% of Labo $0 '-C -1- Testing at 0.00% of Labor $0 .z Cleanup at 0.00% of Labor $0 ` Site Office Expense $0 $0 Permits & Other Direct Charges $15 Total Direct Job Costs: $2,066 1 $748 $2,814 Subcontracts $0 TOTAL $2,814 Ovhd & Profit at 10.00% on Labor $207 Ovhd & Profit at 10.00% on Materials $75 Ovhd & Profit at 5 .00% on Subcontra $0 TOTAL CHARGES BEFORE BONDS & INSURANCE $3,096 Bonds, Performance & Payment $0 Special Insurance or other Charges $0 TOTAL PRICE OF CHANGE PROPOSAL 77 uoq&: Extension of time because of the labor hours added by this change order is 0 workdays This Proposal is based on: Straight Time,) Overtime Shift Work This Proposal is void unless notification to proceed is received in writing by 9/7112 This change includes only those estimated costs which can be identified at this time. There are no impact or ripple costs and no delay costs included in this proposal. Should it be determined at a later date that we are experiencing impact cost because of multiple changes, delays, or other causes beyond our control, we will submit those costs at that time. The above price assumes work on this change will be started by with job n and completed by with job Submitted by: Date 818112 Approved by: Date Signature Title EQUAL OPPORTUNITY EMPLOYER Job Name: Cottage Grove Public Works Items +Byproducts Item # Item Name Quantity Price Ext Price Labor Ext Labor 35 12 THHN CU SOLID 724.50 $302.43 M $219.11 6.00 M 4.35 597 112 EMT 230.00 $42.01 C $96.62 4.50 C 1035 691 112 EMT CONN SIS 31.93 $44.85 C $14.32 8.00 C 2.55 763 1l2 EMT COUP SIG 23.00 $59.51 C $13.69 4.00 C .92 910 112 EMT 1 HOLE STP 25.00 $7531 C $18.83 4.00 C 1.00 2,180 DRILLEDANCHOR 25.00 $71.50 C $17.88 11.0D C 2.75 2,207 BOX SUPPORTS -CLIP ON 8.00 $165.32 C $13.23 10.00 C .80 3,483 GROUND SCREWIWIRE 2.00 $93.50 C $1.87 10.00 C .20 12,077 1G SS DUPL RECP PLATE 2.00 $180.58 C $3.61 10.00 C .20 12,144 DPLX 20A RECP, COMM 2.00 $211.17 C $4.22 20.OD C .40 12,307 4IS BOX 1 -112" DEEP 2.00 $1,099.38 C $21.99 30.00 C .60 12,308 41S BOX 2 -118" DEEP 6.00 $2,006.95 C $120,42 30.00 C 1.80 12,310 41S SG MUD RING 1(2"DP 2.00 $608.01 C $12.16 15.00 C .30 12,316 41S BLANK COVER 6.00 $408.83 C $24.53 8.00 C .48 60,133 J -box wl Note 1.00 $28.75 E $2815 2.00 E 2.00 Totals: $611.21 28.70 Report Totals: Items +Byproducts Ext Price Ext Labor $611.21 28.70 6128/2012 2:02:12 PM McCormick Systems Inc. Page: 3 of 3 4401 85th AVE.NO., BROOKLYN PARK, MINNESOTA 55443 -1937 PH. (763) 424 -6551 ^ FAX: (763) 424 -5225 P r o F 1 .,r + it r ELECT R ICAL ; O . Description Labor I Materials & Expenses Expensesl Totals Quoted Materials - $ %�fl Materials Consumables 3.00% of Labor Large Tool & Equipment Rental I ` r , .;= a $437 $56 $o Tax 7.125% $35 a Frei ht, other delivery charges ... € $9 01 Labor hours 26 ft $71.25 perhour $1 Supervision 00$73.89 perhour $0 As- Builts 0.00% of Labor $0 Safety at 0.00% of Labor $0 T esting at 0.0 0% of Labor $o cr` at 0.00% of Labor $0 - Cleanup Site Office Expense $0 $0 Permits & Other Direct Charges �ta � Total Direct Job Costs: 1 $1 1 $556 $2 ' Subcontracts $7,877 TOTAL $10286 Ovhd & Profit at 10.00% on Labor $185 Ovhd & Profit at 10.00% on Materials Ovhd & Profit at 5.00% on Subcontracts TOTAL CHARGES BEFORE BONDS & INSURANCE Bonds Performance & Payment =$1 Special Insurance or other Charges TOTAL PRICE OF CHANGE PROPOSAL Extension of time because of the labor hours added by this change order is 0 workdays This Proposal is based on: =Straight Overtime Shift Work This Proposal is void unless notification to proceed is received in writing by 9!7112 This change includes only those estimated costs which can be identified at this time. There are no impact or ripple costs and no delay costs included in this proposal. Should it be determined at a later date that we are experiencing impact cost because of multiple changes, delays, or other causes beyond our control, we will submit those costs at that time. The above price assumes work on this change will be started by , withlob 3 and completed by with lob Submitted by: James N. Harmon Title Date 8(8112 Approved by: Date Signature Title EQUAL OPPORTUNITY EMPLOYER T t Design TRUSTED SECURITY SOLUTIONS Friday June 22, 2012 Name Jim Harmon Company: Premier Electrical Address: 4401 85 Ave North Brooklyn Park MN Phone: 763- 315 -3217 RE: City of Cottage Grove Public Safety Building Change Order PR #17 with attachment FSK -34. Greetings; Thank you for the opportunity to provide this change order pricing for the video management system per PR# 17 and attachment FSK -34. Change Order PR #17 for Cottage Grove Public Safety —City Hall. • Pro -Tec Design to provide and install.... 0 4 outdoor cameras Wage Pixel 0 4 outdoor camera mounts 0 4 Lenel camera licenses 0 4 transient protection devices o CAT 5 cable o Installation o Program & commission o CAD o Oneyearwarranty Material Total: $4,57332 Labor Total: $2,843.28 Tax & Freight: $460.26 Total: $7,876.86 At all times it should be noted that 110VAC, conduit pathways, rough -ins, locks and door hardware provided by others. Network connectivity including network switches, IP addresses and port assignments by others. Electrical permits provided by the electrical contractor. Please let me know if any questions. Sincerely, 4/ Fred Bohr Cell: 952- 412 -3213 Direct: 763- 231 -8617 5005 Cheshire Parkway - Suite #3 • Minneapolis, MN 55446 Main: 763 -553 -1477 • Fax: 763 -553 -0204 ww w. p ro -t e cd e s i g n. co m Job Name: Cottage Grove Public Works Items +Byproducts Item # Item Name Quantity Price Ext Price Labor Ext Labor 598 314 EMT 70.00 $85.55 C $59.88 5.00 C 3S0 692 3/4 EMT CONN SiS 9.31 $72.99 C $6.79 10,00 C .93 764 3/4 EMT COUP S/S 7A0 $89.76 C $6.28 5.00 C .35 911 3/4 EMT 1 HOLE STP 7.00 $100.66 C $7.05 4.00 C .28 2,180 DRILLED ANCHOR 7.00 $71.50 C $5.01 11.00 C .77 3,037 314 FLEX STEEL 24.00 $156.75 C $37.62 5.00 C 1.20 3,093 3/4 FLEX 2SCREW CONN 8.00 $698.50 C $55.88 1400 C 1.12 12,308 4/S BOX 2 -1/8" DEEP 2.00 $2,006.95 C $40.14 30.00 C .60 12,316 41S BLANK COVER 2.00 $408,83 C $818 8.00 C All 12,321 MASONRY BOX 1 GANG 4.00 $2,748.49 C $109.94 35.00 C 1.40 60,134 Cut -in Box 4.00 $25.00 E $100.00 4,00 E 16.00 Totals: $436.77 26.31 Report Totals: Items +ByProducts Ext Price Ext Labor $436.77 26.31 6/28/2012 2:01:23 PM McCormick Systems Inc. Page:. 3 of 3 City of Cottage Grove Attn: Ryan Sch roeder Date: 07/13/12 CO # PR # 18 General Contractor ,Graham Construction Services, Inc. 2995 Lone Oak Circle, #1 Eagan, MN 55121 Project Manager Brian Goudge Superintendent Rob Puncochar Field Engineer Greg Carlson Project Name City of Cottage Public Safety /City Hall Contract Number 102189 Architectural Firm Wold Architects & Engineers Project# M11059 Description: PR 18 - Grading Revisions at Seat Wall Cost $a 00 Graham Construction Units Unit Rate Estimate Subtotal S1.675.00 Total Markup 5% S83 75 Total for Subtrades 51758.75 $1,758.75 Subtotal Bonds /Ins. 'Direct Labor Cost 1.00 $75.00 $75.00 $75.00 Materials & Equipment 1.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Subtotal $75.00 Overhead 10% $7.50 Total for Self- Performed S8250 $ 82.50 Subtrade Costs Unit Rate I I Total Carl Bolander & Sons Site Scapes, Inc. 1.00 $1,675.00 51.675.00 1.00 $0 -00 $0.00 $000 for this work ICoov to: File By: Brian Goudge I $0.00 50.00 S000 $a 00 Subtotal S1.675.00 Markup 5% S83 75 Total for Subtrades 51758.75 $1,758.75 Subtotal Bonds /Ins. $1,841,25 1 $18.41 for this work ICoov to: File By: Brian Goudge I PR # 18 PR 18 - Grading Revisions at Seat Wall Labor Activity Trade Hours Rate Total Coordination and Supervision Su t. 1 $ 75.00 1 $ 75.00 Labor Total $ 75.00 Material Product Quantity Ratel Total Material Total $ W*M 251 STARKEY St'. - P.0- BOX 7216 SAINT PAUL, % 55107 PHONE: (651) 224 -6299 FAX: (651) 223 -8137 July 9, 2012 Graham Construction Services Mr. Brian Goudge Reference: Cottage Grove City Hall - Cottage Grove, MN PR #18 — Amphitheater Grading Carl Bolander & Sons has received the Request for Pricing #18 — Amphitheater Grade revisions; Bolander has revised the changes in the work associated to the PR and the modifications required on the Manhole located within the area of the grade changes. The additional work associated to the PR will result in a contract addition of $1675.00 to remove the required materials to meet the revised grades and adjust the MH # 2 Material Costs = $250 Labor and Equipment = $ 1425.00 If you have any questions or need anything else, please give me a call 612- 363 -2280. Respectfully, r Jesse Wilcox Carl Bolander & Sons Co. proposal request arch €tects enginears www.woidae.com 305 Saint i c e'er Jtreet Saint Paul, MN 551J2 tel 651 227 7773 fax 651 223 5646 maiIQ,vnidae.cour Distribution: Project: City of Cottage Grove TO:, Graham Construction 2995 Lone Oak Circle Suite 1 Eagan, MN 55121 Phone: 651.678,0648 Email: robertp @grahamus.com New Public Safety/ City Hall Attn: Rob Puncochar Fax: 651.687.0947 Submit an itemizad (labor and material) quotation for the proposed modifications to the PR: #18 contract documents as described herein within 21 days of receipt, if a cost is not submitted within 21 days, this Proposal Request can be accepted at no additional cost Written approval Is required prior to proceeding with this change. Comm: #102189 COST EXPECTATIONS: ❑ DEDUCT ❑ NO COST ® ADD Const. Pkg ® Ryan Schroeder, CG ® ° ❑ B rian Ra tings, Graham 18.1 Modify the pro posed grades at the amphitheate a shown on Dra R2 / C1.3 attached. ® John McNamara, Wold ❑ Jodi Nelson, Wald ® Dave Rey, AJA — ❑ Quentin Odes, BKBM — — ❑ Kyle Edsten, Wold - -- - - -- - -- -- ❑ Obsa Abdi, Wold - -- ® Greg Carlson Graham E] Bob LaBrosse CG CBO — — — -- -- ® Jennifer Levitt CG Eng — — — ❑ Craig Woolery, CG PS - - -- — — — Attachments: R2 /C1.3 Issued By: Jodi Nelson rt't m I`i't;Ola lillnn;s atchiga•; :o'k ldo Date: 6/27/12 designers and researchers for public environments WOLD ARCHITECT AND ENGINEERS ANDERSON IOHNSON ASSOCIfITES T`� cS .PAUL,, MN 55102 9s , ST . PAUL, MN ssioa INC FAX: 651223 5 646 ?EL: 651,227.777 ® LAAnSCIIl 11WHI7H'CI0SI S 17'/1LAAVING UIp FY(IAEERING L DO 110 N. 01 "OCKWAV, SUITE 220 �GOL(J( WILILFH090 1t /lL O! IIn I(V016 MN ant' F'41 3;. a, asi ve pa_ sxa -Irze PALATINE, R 60069 FAXt 842.241.6105 TEL: 817.241.6105 ♦ e ;1 9 0 6 - ss mss° 9 . .. ..� 907 p ° ° p °, °� oQ 01, ° 8 p S 01, . y % O I sA ° O V, °r9 °69 ° 904 O O (0j 08 S H EA 1 E RO?y O .? Q'9 Qv °6'y °i9, \ �Oe? Rl ° 08 dS °�� 09 C21 i INFILTRATION \\% 9 BASIN 3 ° s� 0 �9 ° 0 \ BOTTOM = 898.50 16 \ . HWL= 899.55 C2.1 "4' 15 SOT \ 19°11, °O� C2.1 u \ \ 1 9 \ \�\ 308 ° 0 8s 90T �' 0 15 30 SUBJECT: 6RADIN6 MODIFIGATIONS DATE: 01 /14/11 COMMISSION NO: 10218L1 REVISIONS A REV. DATE 06/21/12 G1.3 City of Cottage Grove Attn: Ryan Sch roeder Date: 07/13/12 CO # PR # 19 General Contractor Graham Construction Services, Inc. 2995 Lone Oak Circle, #1 Eagan, MN 55121 Project Manager Brian Goudge Superintendent Rob Puncochar Field Engineer Greg Carlson Project Name City of Cottage Public Safety / City Hall Contract Number 102189 Architectural Firm Wold Architects & Engineers Project # M11059 Description: PR 19 - TV Mounting Height Modifications Cost Graham Construction Units Unit Rate Estimate Total Direct Labor Cost 1.00 $75.00 $75.00 $75.00 Materials & Equipment 1.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Subtotal :$75.00 Overhead 10% '$7.50 Total for Self- Performed '$82.50 $ 82.50 Subtrade Costs Unit Rate! Total Premier Electrical Corp RTL Construction 1.00 $1.688.00 $1,688.00 1.00 $170.00 $170.00 $0.00 $a.00 S000 So 00 $0.00 $000 $000 $0.00 $0.00 $0.00 $000 $0.00 $0.00 $0 00 J $000 Subtotal $1,858 -00 Markup 5% $92.90 Total for Subtrades $1.950.90 $1,950.90 Subtotal Bonds / Ins. Total $2,033.40 $20.33 $2,053.73 Additional days required for this work 0.00 Copy to: File By Brian Goudge Signature: 1111H A m M16 ii i I PR # 19 PR 19 - TV Mounting Height Modifications Labor Activity Trade Hours Rate Total Coordination and Supervision Supt. 1 $ 75.00 1 $ 75.00 $ - Labor Total $ 75.00 Material Product Quantity Rate Total 0 sheets $ Material Total $ n Name: Proposal No: PR#19 of Work: A318, 8137, 3147: Relocate bear Breakdown (use additional sheets if necessary) Date of Proposal: 7/9/2012 abor Classlflmt on 6300 # of People Hours - - a Demolition 7200 0 1 0 $ 31 Interior Framnq 1 0 0 $ 32 Exterior Frainnq 6800 0 0 $ 33 Fough Carpantry $ 136 1 2 $ Insalate /p.1, 1 0 0 $ )i - Interior Nan nq es 00 0 0 $ )2 Ext Sheath ng 0 -- 0 $ Taping - -- 0 0 $ F rich Carpentry Un Cosi -. $ 5- Clean Up Fixed Cast 5%, of Labc; Cost I Supervision '. I !.Total Material Breakdown (use additional sheets if necessary) Y&xtal Deccrption - $ 6300 Labor Factor - $ - - 11- Requalr, l.5 -Over time 7200 labor Rate /Hr 2 Double time) Labor Cost - -. 6800 1 '$ -- 6800 - 1 6800 _. 1 $ - 6800 1 $ 136 - 6800 1 - $ - - 6800 1 $ - - 6800 1 $ es 00 _ $ -. -.. 68001 1 $ - $ 6300 $ '..$ 7200 -. - $ -8. Labor Cost, .__.. '$ 152 Quantity -__ -.... Ur 1 ' Unit Cosi ''. Malari Cost 4000 V Industrial Blvd South, Shakopee, MN 55379 ph. 952- 934 -4695 f x. 9 - 8380 Change Proposal Grove City Hall " At the time the above work is performed It will become an addition to the cur; eat contract rm.mnl as of the Cate of this proposal. ' i. SuL torol Mercnal Crsi� '. $ - .. 5ol,s Tax 7 /,.. -.... Total Material Costs OTHER DIRECT COSTS (5ub< tractors, Equipment, Travel, etc.) Deseriphon Quantity 1 Unt Un Cosi -. .Other Cpsis 0 $ _ $ - D $ $ 0 $ $ Toml Other Direct COST; 1. Total Labor Casts ... $ - -- -$ 152 2 Total Material Costs - 3 Total Other D Costs.. _ . ... '.. '', $ 4 Total Labor, Materal& Other Direct Costs _.... ',, $- 152 5 Profit & Overhead of Line t 15 6 Profit & Overhead of Line 2 $ - 7 Profit & Overhand of Line 3 $ 8 Paymeoi and Perfaramics Bond $ 3.34 9. Total Change Proposal Costs (lines 4, 5, 6, 7 & 8) _. _... ......... ......_ -. $ 170 Careral Contractor ph GCProlect Maaa.r fx r 4000 V Industrial Blvd South, Shakopee, MN 55379 ph. 952- 934 -4695 f x. 9 - 8380 Change Proposal Grove City Hall " At the time the above work is performed It will become an addition to the cur; eat contract rm.mnl as of the Cate of this proposal. 4401 85th AVE.NO., BROOKLYN PARK, MINNESOTA 55443 -1937 PH. (763) 424 -6551 • FAX: (763) 424 -5225 WE ii • �. CHANGE PROPOSAL SUMMARY — Description Materials & Ex enseS Totals Quoted Materials Materials $151 Co nsumables 3.00% of Labor iiml $23 Tool &Equipm Large nt Rental $ Tax 7.125°/ $12 Freight other deli charges -- $ Labor hours �a $69.65 per hour 0 (a� $73.89 per hour $0 As- Builts 1.00% of Labor $8 Safety at 3.00% of Labor $2 3_ ___ Testing at 1 00% of Labor _ $ _ Cleanup at 2.00% of Labor $15 -- Site Office Expense $0 $0 __ Permits & Other Direc C harges . $ Total Direct Job C osts: $835 _ $189 _$1025 Su bcontracts AULD $534 _ TOTAL _,_ Ovhd & Profit at 10.00% on Labor $1 $841 Ovhd & Profit at 10.00% on Materials __ $19 Ovhd & Profit at 5. 00% on Subcontracts __ $ 2 7 _ TOTAL CHARGES BEFORE BONDS & INSURA _ $1,6 8_8 Bo nds Performance &Paymen .._ $ — -- Special Insurance or other Ch arge s ___ - _ TnTAI PRICF OF CHANGE PROPOSAL $ $1;6884. Extension of time because of the labor hours added by this change order is 0 _ This Proposal is based on: Straight Time Overtime Shift Work This Proposal is void unless notification to proceed is received in writing by 8/2112 This change includes only those estimated costs which can be identified at this time. There are no impact or ripple costs and no delay costs included in this proposal. Should it be determined at a later date that we are experiencing impact cost because of multiple changes, delays, or other causes beyond our control, we will submit those costs at that time. The above price assumes work on this change will be started by with job ___ and completed by with job Submitted by: James W. Harmon Title Date 7/3/12 Approved by: EQUAL OPPOR.I "UNITY EMPLOYER Date Job Name: Cottage Grove Public Works Items+ Byproducts Item If Item Name Quantity Price Ext Price Labor Ext Labor 35 12 THHN CU SOLID 153.00 $302.43 M $46,27 6,00 M .92 597 112 EMT 20.00 $42.01 C $8.40 4.50 C .90 598 314 EMT 10.00 $85.55 C $8.55 5,00 C 50 691 112 EMT CONN S1S 266 $44.85 C $1.19 8.00 C .21 692 314 EMT CONN S/S 2.00 $72.99 C $1.46 10.00 C .20 763 112 EMT COUP S(S 2.00 $59,51 C $1.19 4.00 C .08 910 112 EMT 1 HOLE STP 2.00 $75,31 C $1.51 4.00 C .08 911 314 EMT 1 HOLE STP 2,00 $100,66 C $2,01 4,00 C .08 1,626 314 BUSH PLASTIC 1.00 $77.37 C $.77 16.00 C .16 2,180 DRILLED ANCHOR 2.00 $71.50 C $1.43 11.00 C .22 2,207 BOX SUPPORTS -CLIP ON 2.00 $165,32 C $3.31 10.00 C .20 3,483 GROUND SCREWANIRE 1,00 $93.50 C $,94 10.00 C .10 12,068 1G PLAS TELEPHONE PLATE 00 $88.48 C $.00 10.00 C .00 12,077 1G SS DUPL RECP PLATE 1,00 $180.58 C $1,81 10.00 C .10 12,078 1G SS TELEPHONE PLATE 1.00 $180.58 C $1.81 10.00 C .10 12,144 DPLX 20A RECP, COMM 1,00 $211.17 C $2,11 20.00 C .20 12,307 41S BOX 1 -112" DEEP 2.00 $1,099.38 G $21,99 30.00 C .60 12,310 41S SG MUD RING 1(2 "DP 2,00 $608.01 C $12.16 15.00 C .30 60,143 Relocate Roughin 6.00 $5.75 E $34.50 1.00 E 600 Totals: $15141 10.95 Report Totals: Items +Byproducts Ext Price Ext Labor $151.41 10.95 71212012 9:30:26 AM McCormick Systems Inc. Page: 3 of 3 Estimate Name Address Cnllakc Glow P o No Terms 0 I'll Estimate rt I I H Dry Name Address Cnllakc Glow P o No Terms 0 I'll I tem Description Dry Rate Toial 500. Subf0tal Lbl" . (68 04.0o (6 8./) S21-es Tar 04. Tota� 5870 ic Hicil-lway N , H ,55369 ' Pnone: 763-4�4-8580 � Fax: 763-424-4310 proposal request architects engineers www.woldae.com 305 Saint Peter Street Saint Paul, MN 55102 tel 651 227 7773 fax 651 223 5646 mail @woldae.com Project: City of Cottage Grove _ _ --- To: G Co nstru c ti on 2995 Lone Oak Circle, Suite 1 Eagan, MN 55121 Phone: 651.678.0648 Email: robertp @grahamus.com Distribution: ® Ryan Schroeder, CG ® Brian Go udge, Grah ® John McNamara, Wa ® Jodi Nelson, Wald ❑ Dave Rey, AJA ❑ Quentin Odes, BKBM ❑ Kyle Edst Wald Z Obsa Abdi W old Greg Carlson, Graham Bob L aBrosse, CG GB ❑ Jen Levitt, C G Eng Craig Woolery, CG PS - a o -- mmilecota iI nois Michigan Colorado New Pu blic Safe / City Hall Atm. Bob Puncochar Fax: 651.687.0947 Submit an itemized (labor and material) quotation for the proposed modifications to the contract documents as described herein within 21 days of receipt. If a cost is not submitted within 21 days, this Proposal Request can be accepted at no additional cost. Written approval is required prior to proceeding with this change. COST EXPECTATIONS: ❑ DEDUCT ❑ NO COST ® ADD PR: #19 Comm: #102189 Const. Pkg: Attachments: FSK 35, FSK 36, FSK 37, FSK 38 Issued By: Jodi Nelson Date: 6/28/12 designers and researchers for public environments 19.1 Relocate TV mounting location (including electrical and backing in wall) for rooms A118- Conference, 13137 -Admim Conference and 6147- Case Management as for on FSK 31J FSK 37 a nd FSK 3 att ached. Refer to FSK 35 for mount details. Attachments: FSK 35, FSK 36, FSK 37, FSK 38 Issued By: Jodi Nelson Date: 6/28/12 designers and researchers for public environments � � G 3 M Z G � W O U (Y Q m m r - I u 03 ,-,I- N IL u J . w./ r Go 0 G x W zx 0 o� 0 N � � G 3 M Z G � W O U (Y Q m m r - I u 03 ,-,I- N IL u J . w./ r Go 0 I: zT . & 4� �^ ��'- � � �� ;, -'� -- `� �, r � �° U Y. �� :�. i_ _f ,._n City of Cottage Grove Attn: Ryan Sch roeder Date: 07/13/12 CO # PR # 20 General Contractor Graham Construction Services, Inc. 2995 Lone Oak Circle, #1 Eagan, MN 55121 Project Manager Brian Goudge Superintendent Rob Puncochar Field Engineer Greg Carlson Project Name City of Cottage Public Safety / City Hall Contract Number 102189 Architectural Firm Weld Architects & Engineers Project # M71059 Description: PR 20 - Wallcovering Modifications Cost Graham Construction Units Unit Rate Estimate Total Direct Labor Cost 1.00 $75.00 $75.00 $75.00 Materials & Equipment 1.00 $0.00 $O.00 $0.00 $0.00 $0.00 $0.00 Subtotal $75,00 Overhead 10% $7.50 Total for Self- Performed $82.50 $ 82.50 Subtrade Costs Unit Rate Total Profile Painting RTL Construction 1.00 ($201.90) ($201.90) 1.00 $1,381.00 $1,381.00 $0.00 $0.00 $0.00 $0.00 $0.00 $000 $0.00 $0.00 $0.00 $000 $0.00 $0.00 $000 $000 $0.00 Subtotal $1,179.10 Markup 5% $58.96 Total for Subtrades 61,238.06 $1,238.06 Subtotal Bonds /Ins. Total $1,320.56 513.21 $1,333.76 Additional days required for this work 0.00 Copy to File By Brian Goudge Signature: PR # 20 PR 20 - Wallcovering Modifications Labor Activity Trade Hours Rate Total Coordination and Supervision Supt. 1 $ 75.00 1 $ 75.00 Labor Total $ 75.00 Material Product Quantity Rate Total 0 sheets $ Material Total $ 4000 Vo lley Industr Blvd South, Shakopee, MN 5 5379 ph. 952 - 934 -4695 fe 952 - 934 -8380 Change Proposal Name: Cottage Grove City Hall No: PR #20 of Work: 18158A and A147: Add Labor Breakdown (use additional sheets if necessary) Labor N fie r A blierelfir, I 61 I t or F ng 82 E t r,a, Tremor, 63 Rough Carpentry C- Insulate /Poly -' - DI - inferior Haag ng 02 Ext Sheathing E Taping I — Fir"Ib Carpentry 6 Clean Up Fixed Cost 5% of Labor Cost S Supervifwn Material Breakdown (use additional sheets If neeessary) Date of Proposal: 7/9/2012 trim. Materal Descnp train Quantity Unt hunt Cost Labor Focrar - -- 100 ':LF - -- :(1- Reguelr, 15- Overtime, 300 # of People Hours ! Labor kete7Hr 2 Double time) Labor Cart 0 0 _$ ....6800 -.. 1 $ 0 0 $ -. 6800 $ 0 0$6800 i $ $ 0 -.... 0 $ -- .6800. -.... 1 -..... $ 1 -. 4 - -$ -- _6800 _..... 1 _. -.. $ 272',. -. 0 0 _$ -. 6800 1 $ 1 B : $ 6800 -.. 1 $ 544 0 0 $ 6800 1 $ Dcur peon I -.. $ 6300 l - $ 44 Other C.osis $ 7200 0 'atal Labor Costs - _ ._.._ _' $ 910 Materal Descnp train Quantity Unt hunt Cost Materal Cos? Reveal trim' 100 ':LF a .. $ 300 :... $ 300 $ _.. $ -.. i $ Su bmrol Materal er, I 1 300 IT - $ 21 tal Material Costs _... __.! $ 321 OTHER DIRECT COSTS (Subcontractors. Equipment Travel, etc) Dcur peon I -.. Quantity I Vnt Uni lost l - Other C.osis p $ -.. $ 0 $ - $ - '.Total Other Direct Casts - __. _.,..',$ .. 1 Total Labor Cost, $ 9 2 Total Material Coats ''., $ 321 3 Total Other Drect Costs. $ - 4 Total Labor Material & Other Direct Costs $ 1231 5 Profit 6 Overhead of Line l ', $ 9 6 Profit & Overhead of Line 2 t $ 32 -... 7 Profit & Overhead of Line 3 - :E 8. Payment and Performance Bond I $ 27.09 9. Tonal Charge Proposal Costs (lines 4, 5, b, 7 & 8) $ 1,381 General Coo`:ractor i ch r Prrtect Menage tx - "NOTE" At the 1 me the above works performed It will became en addition t o t he c urrent contract amaur as cf the date of t h i s p CL Cf) U) • C) 0 O > > 0 "0 E: os 1 0 0 n 0 0 �-o 's 7 v to Flo, mlo >!J C) 0 O > > E: os 1 0 0 n 0 0 �-o 's 7 v to Flo, mlo >!J o _ c� cd C C C) > > E: < 7 v to Flo, mlo >!J C) > > E: < 7 v to I LL e a rch `s ect www. woldae.com 305 Saint Peter Street Saint Paul, MN 55!02 let 651 227 7773 fax 65? 223 5646 rualMawoldae com Project: To: Distribution: ® Ryan Schroe CG ® Brian Gondg Graham ❑ Jo hn McNamara, Wald ❑ Jodi Nels Wold ❑ Dave Rey. AJA ❑ Q uentin Odes ❑ Kyle Edsten, Wold ❑ Obsa Abdi, Word ❑ Greg C arlson, Graham ❑ Bob LaBrosse, CG CEO ❑ Je nnifer Levitt, CG Eng ❑ Crai Woolery, CG PS Submit an itemized (labor and material) quotation for the proposed modifications to the PR: #20 contract documents as descriced herein within 21 days of receipt. If a cost is riot submitted within 2 days, this Proposal Bequest car be accepted at no additional cost Written approval is required prior to proceeding with this change. Comm: #102189 COST EXPECTATIONS, ❑ DEDUCT ❑ NO COST ® ADD ConstPkg 20.1 At Circ-B north wall, p rovide credit for elimi VWC on wall. At Circ -B158A north wall, provide pricing for adding Fry Reglet reveal trim at 6' -0" AFF. Paint 20.2 gyp. bd, above reveal with PT -6E and paint gyp. bd. below reveal with PT -6D to match adjacent walls. At Coats- A147, provide pricing for adding Fry Reglet reveal trim at 6' -0 AFF on east and 1 20.3 west walls. Paint gyp. bd. above reveal with PT -6E and paint gyp. ad. below reveal with PT- 6D to match adjacent walls. I Attachments: none Issued By: Jodi Nelson Date: 6/29/12 designers and researchers for public environments proposal request C ity of Cottage Grove Attn: Ryan Schroeder Date: 08/09/12 CO # PR 23 General Contractor Project Name Architectural Firm Graham Construction Services, Inc. City of Cottage Wold Architects & Engineers 2995 Lone Oak Circle, #1 Public Safety / City Hall Eagan, MN 55121 Project Manager Brian Goudge Contract Number 102189 Superintendent Rob Puncochar Field Engineer Greg Carlson Project# M11059 Description: PR 23 - Area of Refuge Addition Cost Graham Construction Units Unit Rate I Estimate Total Direct Labor Cost Superintendent 2.00 $ 75.00 $ 150.00 $ $ - Subtotal Overhead Total for Self Performed Premier Electric �i E E E E $ $ s $ Subtotal S 9.579.00 Markup 5% $ 478 95 Total for Subtrades S 10.057.95 Note: Proposed Area -Of- Refuge products have a lead time on 4 weeks upon pricing approval. Subtotal $ 10,057.95 $ 10,222. $ 102 $ 10,325.18 '..Coov to: File By: Brian Goudge 1 PR 23 N/A Activity Coordination and Lavout Labor Material Trade Hours Rate Total Product Quantit Rate Total Su erintendent 2 $ 75.00 $ 150.00 Labor Total $ 150.00 Material Total $ 4401 85TH AVE.NO., BROOKLYN PARK, MINNESOTA 55443 -1937 PH: (763) 424 -6551 ® FAX: (763) 424 -5225 P e crier CHANGE PROPOSAL SUMMARY 1902 -2002. Description Labor Materials & Expenses Totals Q uoted Materials $0 Materials $?49 Consu mables 3.00 of Labor _$32 Large Tool & Equipment Rent $0 Tax 7.125% _ $20 Freight other delivery charges $5 _,._ Labor h ours 15 (o7 $71 25 per hour $1,069 Sup 0 (a7 $73.89 per hour $0 As- Bui lts 0.00% of Labor $0 Safety at 0.00% of Labor Testing at 0.00% of Labor $0 Gleanupat 0.00% of Labor _______ so '- Site Office Expense $D 1 $0 _- _.____ Permits & Other Direct C harges $ Total Dire Job Costs: $1,069 1 $306 $1,375 Subco ntracts Pro -T er, Quote $7 683 TOTAL_ - - - -- __ „_ $9,058 Ovhd & Profit at 10.0 on La bor Ovhd & Profit a 10.00% on Materials _ $107 $31 Ovhd & Pro at 5.00% on Subcontracts $384 TOTAL CHARGES BE FORE BONDS & INSURANCE Bonds, Performance &Pa m yent _ $ Special Insurance or other C harges __ __ $ TOTAL. PRICE OF CHANGE PROPOSAL I. . -:$9 579':: Extension of time because of the labor hours - added by this change order is 0 workdays. This Proposal is based on: Straight Time Overtime Shift Work This Proposal is void unless notification to proceed is received in writing by ._ 917712 This change includes only those estimated costs which ran be identified at this time. There are no impact or ripple costs and no delay costs included in this proposal. Should it be determined at a later date that we are experiencing impact cost because of multiple changes, delays, or other causes beyond our control, we will submit those costs at that time. The above price assumes work on this change will be started by with job and completed by with job Submitted by: James W. Harmon Title Date 8!8112 Approved by: FQUAI_ OPPORTUNITY EMPLOYER Date Job Name: Cottage Grove Public Works Items +Byproducts Item # Item Name Quantity Price Ext Price Labor Ext Labor 35 12 THHN CU SOLID 236.25 $265.03 M $62.61 6.00 M 1.42 40 12 THHN CU STRANDED 12.00 $223.46 M $2.68 6.00 M .07 597 1/2 EMT 75.00 $42.43 C $31.82 4.50 C 3.38 598 3l4 EMT 20.00 $87.26 C $17.45 5.00 C 1.00 691 112 EMT CONN SIS 9.98 $44.85 C $4.47 8.00 C .80 692 314 EMT CONN SIS 2.66 $72.99 C $1.94 10.00 C .27 763 112 EMT COUP S/S 7.50 $59,51 C $4.46 4.00 C .30 764 314 EMT COUP SIS 2,00 $89.76 C $1,80 5.00 C .10 910 112 EMT 1 HOLE STP 7.50 $75.31 C $5.65 4,00 C .30 911 3/4 EMT 1 HOLE STP 2.00 $100.66 C $2.01 4.00 C .08 2,180 DRILLED ANCHOR 9.50 $71.50 C $6.79 11.00 C 1.04 2,207 BOX SUPPORTS -CLIP ON 2.00 . $175.24 C $3.50 10.00 C .20 3,036 1/2 FLEX STEEL 3.00 $115.17 C $3.46 4.00 C 12 3,092 112 FLEX 2SCREW CONN 1,00 $401.50 C $4.02 12.00 C .12 3,128 112 FLEX 901 SCRW CON 1.00 $511,32 C $5.11 12.00 C .12 3,406 12 GA TERMINATION 3.00 $27.50 C $.33 .15 E .45 3,443 20A WIRE TERMINATION 3.00 $0,00 X $.00 .15 E .45 12,307 41S BOX 1 -':!2" DEEP 1,00 $1,099.38 C $10.99 30.00 C .30 12,308 4IS BOX 2 -118" DEEP 200 $2,006.95 C $40.14 30.00 C .60 12,314 4IS 2G MUD RING 518 "DP 1,00 $936.49 C $9.36 15.00 C .15 12,316 41S BLANK COVER 2C0 $408.83 C $8.18 8.00 C .16 14,380 FP -WALL 112" 4.00 $5.50 E $22.00 .85 E 3.40 Totals: $249.28 14.82 Report Totals: Items +ByProducts Ext Price Ext Labor $249.28 14.82 818/2012 2:34:28 PM McCormick Systems Inc. Page: 3 of 3 M4 MIA x, C. 97 i Pzo TRUSTED SECURITY SOLUTIONS'' 5005 Cheshire Parkway - Suite #3 - Phone: 763- 553 -1477 - Fax: 763- 553 -0204 - Email: solutions @pro- tecdesign.com Sold To: Premier Electric Jim Harmon # 4401 85ht Ave North Brooklyn Park, MN 55443 5 Phone: (763) 315 -3217 1 Fax: Ship To: Cottage Grove City Hall Cottage Grove, MN Phone: Fax: Cottage Grove City Hall PR #23 The following proposal outlines the necessary items for providing and installing a Talk A Phone Area of Refuge System with one master station and one sub station. Per PR #23 Area of Refuge sinage is excluded T Ix Date Quo tete# Terms Rep QuoteValid,For 07/03/12 PTDQ6423 _ Net 30 days Fred Bohr 30 days Line Qty Description 1 Area of Refuge Intercom System 2 1 COMMAND UNIT, AREA OF RESCUE, EIGHT STATION CAPACITY, RECESSED MOUNT EMERGENCY PHONE SYSTEM 3 1 EMERGENCY PHONE, IN /OUTDOOR, HANDS -FREE, FLUSH MOUNTED, VOICE LOCATION IDENTIFIER, SPEAKER, MIC, LED & BUTTON ARE OUTSIDE BOX HELP POINT 4 1 CABLE,CAT 5E CMP PLENUM 24AWG 4PR BLUE 1000FT SPOOL /BOX 5 1 MISCELLANEOUS INSTALLATION MATERIALS g SubTotal 7 1 WARRANTY & SUPPORT (1 YEAR) 3 2 CAD DESIGN SERVICE - SYSTEM SCHEMATIC & BLUEPRINT DESIGN & UPDATES g 2 ENGINEERING SERVICES - SYSTEM DESIGN & DOCUMENTATION 10 3 PROJECT MANAGER - LABOR & MATERIAL SCHEDULING & COORDINATION 11 27 JOURNEYMAN TECHNICIAN 12 3 JOURNEYMAN TECHNICIAN (Programming) Total $7,683.14 All applicable shipping & sales tax included 07/31/12 Cottage Grove City Hall PR #23 PTDQ6423 Page 1 proposal request architects eng; nee rs www.woldae.com 305 Samt Peter Street Saint Paul, MG 55102 tel 651 221 7773 fax 651 223 5646 nail vicIdau,ccm Project: To: Distribution: ® Ryan Schroeder, CG ® Brian Goudge, Graham ® John McNamara, Wold ® Jodi Nelson, Weld ❑ D ave Rey, AJA ❑ Quentin Od BKBM ❑ Kyle Edsten, Wold Z Ohsa Abdi, Wald ❑ Greg Carlson, Graham ❑ Bob LaBrosse, CG CEO ❑ Jennifer Levitt, CG Eng ® Craig Woolery, CG PS El t im:t!; stint e� a Submit an itemized labor and material) quotation for the proposed modifications to the PR: #23 ecntraet documents as described herein within 2f days of receipt. If a cost is not submitted within 2 days, this Proposal Request can be accepted at no additional cost Written approval is resulted prior to proceeding with this change. Comm: #102189 COST EXPECTATIONS: ❑ DEDUCT ❑ NO COST ® ADD Const. Pkg Provide a complete area of refuge communication system consisting of the following items. (Area of Refuge si gnage is not part this PR) Provide a flush mounted area of refuge command unit. Command unit shall be by Talk A 23.1 Phone, Model CU -8R. Coordinate location of command unit vdith AHJ (Authority Having Juris diction) in Lobby A11 near main entry. Provide flush mounted single button emergency phone, by Talk A Phone, Model ETP400V. 23.2 Emergency phone shall include option to automatically inform emergency phone attendant the location of the phone via recorded message. Attachments: None Issued By: OA Date: 7 {2/12 designers and researchers for public environments proposal request arch iteGta e9"i€gi nee rS www.woldae.com 305 Saint Peter Stmat Saint Paul. MN 55102 tat 651 227 7773 tax 651 223 5646 mail@woldae.com Project: To: Distribution: ® Ryan Schroeder, CG ® Brian Goudge, Graham ® John McNamara, Wald ® Jodi Nelson, Wold ® Dave Rey, AJA ❑ Quentin Odes, BKBM ❑ Kyle Edsten, Weld ❑ Obsa Abdi, Wald ® Greg Carlson, Graham ® Bob LaBrosse, CG CBO ® Jennifer Levitt, CG Eng ❑ Craig Woolery, CG PS ® Chuck Stewart, Close El trAinnesota llil`ims mi&iigan Colorado City of Cottage Grove Ne Safety / City Hall Gra Cons truction i Attn: R Puncochar 2995 Lone Oak Circle, Suite 1 Eagan, M 5512 Ph one: 651.6 78.0648 F ax 65 1.687.0 9 47 Email: robertp @graham Submit an Itemized (labor and material) quotation for the proposed modifications to the PR: #25 contract documents as described herein within 21 days of receipt. If a cost is not submitted within 21 days, this Proposal Request can be accepted at no additional cost. Written approval is required prior to proceeding with this change. Comm: #102189 COST EXPECTATIONS: ❑ DEDUCT ❑ NO COST ® ADD Const. Pkg: Attachments: FSK 43 Issued By: Jodi Nelson Date: 7/17/12 designers and researchers for public environments architects engineers www.woldae.com SPLIT FAGE c BAGk detail of construction 305 Saint Peter Street Saint Paul. MN 55102 tel 651 227 7773 fax 651 223 5646 mail @woldae.com SAWN @ END GUT LINE e SAWN @ END NEW GUT Q SPLIT FAGE K @ BOTTOM USE THESE (5) BLOGKS TOGETHER @ (2) BEDS WITH NEW OUT FAGING INTO PLANTING BED IN SPLIT FAGE @ BOTTOM SAWN @ END USE THESE (8) BLOGKS TOGETHER @ (2) BEDS WITH NEW GUT FAGING INTO PLANTING BED PROJECT: NEW FUE3LIC SAFETY/ CITY HALL DATE: JUIy 14, 2011 COMMISSION NO: REVISIONS: Ql FR #25 REV. DATE: G RP,vlt PYO]eG!J rvt 1 /1 1 /2012143 -25 °1 I' It'll Re, t 201v�Ittall 6111 21 B ,l I 5AWN @ BOTTOM BLOCK— QTY 16 NEW GUT @ BAGK G`L SAWN I I SAWN �•O I I 10215`;1 F5K "1/1'7/12 4'3 .;ottage Grove _n: Ryan Schroeder Date: 07/31/12 CID # PR 26 general Contractor Project Name Architectural Firm ,raham Construction Services, Inc. City of Cottage Wold Architects & Engineers ?995 Lone Oak Circle, #1 Public Safety / City Hall 305 Saint Peter Street =agar, MN 55121 Saint Paul, MN 55102 7roject Manager Brian Goudge Contract Number 102189 >uperintendent Rob Puncochar =field Engineer Greg Carlson project# M11059 )escription: PR 26 - Aluminum Panel Deduct Total _abor 1.00 $ - S000 Material 1.00 $ - s000 for 10% 3emald Roofing 1.00 ($41,84000) $ $ $ $ $ $ $ Subtotal $ (41,840.00) Markup 0% 5 Total for Subtrades $ (41,840.00) $ (41,840 -00) $ (41 Additional days re Coov to File Berwald Rooting Conipany, Inc. R"(>FINC AN13 S11F A' Mi TAI. ROOFING & e 24.A.0 North Charles Street 651- 777 -7411 st - IL ^'I T NIF�nr Not St. Paul, MN 55100 f�Ix: 651- 7774371 lvwza bCFAV ldroofing.c 0m JOB NAME: City Hall. JOB t,OCAI Cottage Grove, MN auui i roronr siHn_ Substitute 4MM composite aluminum panels in anodic bronze color for the .125 aluminum plate panels DEDUCT. j- $41,840.001 EEO /AA Industrial— Commercial — Residential Since 1936 CHANGE ORDER :TUB # 1.7312 July 26, 2012 Faxed Mailed SUBMIT TED TO: Graham Construction 2995 Lone. Oak Circle Suite #I Eagan, MN 55121 A FFEN I ION: Greg Carlson PT IoNE: 651- 678-0648 F- 651-687-0947 JOB NAME: City Hall. JOB t,OCAI Cottage Grove, MN auui i roronr siHn_ Substitute 4MM composite aluminum panels in anodic bronze color for the .125 aluminum plate panels DEDUCT. j- $41,840.001 EEO /AA Industrial— Commercial — Residential Since 1936 proposal request architects cts nginFer www.woldae.com 05 Sara! Peter Street Saint Paul, MR' 551 tel 65 227 7773 fax 6'r 223 5646 mail @woldas.com Project: City of Cottage Grove To:', Graham Cons truction 2995 Lone oak Circle Suite 1 - Eagan, MN 55121 Phone: 651.678,0648 Email: robertp@grahamus.com New Public Safety/ City Hall Attn: Rob Puncochar Fax: 651.687.0947 Submit an itemized (labor and material) quotation forthe proposed modifications to the PR: #26 contract documents as described herein within 21 days of receipt. If a cost is not submitted within 21 days, this Proposal Request can be accepted at no additional cost Written approval Is required prior to proceeding with this change. Comm: 1102189 COST EXPECTATIONS: ® DEDUCT ❑ NO COST ❑ ADD Const. Pkg: Distribution: ® Ryan Schroeder, CG ® Brian George, Graham ® Joh McNamara, Word Provide credit for changing aluminum panel system on building from preformed aluminum ❑ Jodi Nelson, Wald 26.1 panels constructed of .0125" thick aluminum to an aluminum composite material (ACM) Dave Rey,AJA metal p anel system. Provide Reynobond Colo rweld 500 color "Anodic Bronze ". ❑ -- ❑ Quen Odes, BKBM - ❑ Kyle Ed sten, Weld - - - - - -- -- ❑ Obsa Abdi, Weld - - ❑ Greg Carlson, Gr aham -- - - ❑ Bob LaBrosse, COCK ❑ Jennife Levitt, CG Eng _..— - -- _. ❑ Craig W CG PS - -- -- __._ —___ ❑ Chuck Ste wart, Cl -- — - -- I Attachments: none Issued By: Jodi Nelson `ii!ea {3E;i Date: 7/19/12 designers and researchers for public environments City of Cottage Grove Alm Ryan Schroeder Date: 07/25/12 CO # PR 28 General Contractor Project Name Architectural Firm Graham Construction Services, Inc. City of Cottage Wold Architects & Engineers 2995 Lone Oak Circle, #1 Public Safety / City Hall 305 Saint Peter Street Eagan, MN 55121 Saint Paul, MN 55102 Project Manager Brian Goudge Contract Number 102189 Superintendent Rob Puncochar Field Engineer Greg Carlson Project# 1011059 Description: PR 28 - Sign at Rainwater Harvester Labor 1.00 $ 1, 00 nnatenal 100 $ 300.00 $1.211.00 $300.00 Subtotal $1,511, 00 Overhead 10% 5151.10 Total for Self- Performed $1,662.10 1 $1,662.10 iCiLl $ $ $ $ $ Subtotal $ - Markup 0% S Total for Subtrades S - 1 $ - Subtotal $ 1,662.10 Bonds /Ins. $ 16.62 Total $ 1,678]2 Notes: Price does not include supply of proposed exhibit base. We will need to have the entire exibit base (including pedestal bases and frame assembly) prior to beginning the proposed work. Additional days reauired for this work 1 0.00 OCenV to File By Brian Grudge PR 28 - Sign at Rainwater Harvester Labor Product Quantity / Units Rate Activity Trade Hours 1 LS Rate $ Total Coordination and Supervision Superintendent 3 $ 75.00 $ 225.00 Excavation Operator 4 $ 68.00 $ 272.00 Assembl /Form /Pour Pedestals Carpenter 5.5 $ 68.00 $ 374.00 Form /Pour /Seal Pad Carpenter 4 $ 68.00 $ 272.00 General Cleanup Carpenter 1 $ 68.00 $ 68.00 $ Labor Total $ 1,211.00 Material Product Quantity / Units Rate Total Sono Tub /Sack -Crete 1 LS $ 100.00 $ 100.00 Concrete (Min Order /Small Load) 1 LS $ 200.00 $ 200.00 Material Total $ 300.00 proposal request 9rchIIeCts engineers www.woldae.com 305 Saint Peter Stree= Saim Paul, MN 55102 fel 651 22? 7773 fax 65' 223 5646 mail @woldae.anm Project: City of Cottage Grove To: Graham Construction n95 ne Oak Circle, Suite 1 Eagan, MN 55121 Phone: 651.678.0648 Email: robertp @grahamus.com Distribution: ® Ryan Schroeder, CG ® Brian Goudge, Graham ® John McNamara, Wald ® Jodi Nelson, Wold ® Dave Rey, AJA ❑ Quentin Odes, BKBM ❑ Kyle Edsten, Wold ❑ Obsa Aloof, Wold ® Greg Carlson, Graham ❑ Bob LaBrosse, CG NO Jennifer Levitt, CG Eng ❑ Craig Woolery, CG PS ❑ Chuck Stewart, Close ' ?1111"!1; f.5hfi New Public Safety / City Hall I Attn: Rob Puncochar Fax: 651.687.0947 Subrmt an itemized (labor and material) quotation for the proposed modifications to the PR: #28 contract documents as described herein within 21 days of rece;pl. If a cost Is not submitted within 21 days, this Proposal Request can be accepted at no additional cost Written approval is required prior to proceeding with this change. Comm: #102189 COST EXPECTATIONS: ❑ DEDUCT ❑ NO COST ® ADD Const. Pkg Issued By: Jodi Nelson Date: 7/24/12 designers and researchers for public environments = architects engineers www.woldae.com r 1 detail of construction 305 Saint PePer Street Saint Paul, MN 55102 lei 651 227 7773 fax 651 223 5646 mail @woldae.com Tmi k ALIGN WITH STOOP 23 .97 ' i 3' q' CONG Si.fl� 0 r ~ z 273.44' TO BUILDING CORN! ��— 296.19' -- z Sl,f�B L...Oc,ATi Uhl F( c -- 7 7 r PROJECT: NEY^ FUBLIG SAFETY/ CITY HALL DATE: JUIy 14, 2011 COMMISSION NO: 10218-1 REVISIONS: Q1 FR #215 REV. DATE: "7/24/12 6A ,Revil_PrO eU fleSVC Ll ege 6�0vo_ 102�54(jnelzo�0.nt 112<12c12 'JI 12 `T+ Len t21. 'V- I'eS'T'AS'I.,AI1 GML 'I 1m,1\102 I b W2e1 iL 20 6rIV e 1021D9 rv! 44 Pann t B ase Instructi Assembly and Installation For use with the following exhibit bases: rr Single Pedestal �J Double Pedestal e r , am ' :.y • . As soon as your shipment arrives inspect all pieces and assembly components to make sure your delivery is complete. For each exhibit base, the following will be included: (Figure 1) A. Pedestal Bases) B. Top Angle Bracket C. Exhibit Panel (Use Pannier embedded fiberglass panels for best results) D. ' /o Aluminum Drive Rivets E. Buttonhead Screws F Frame Assembly G. s /se" Hex Head Wrench Assembling and installing a Pannier Exhibit Base is a straightforward process made even easier if two or more people work together using the proper tools and materials to complete the task. Recommended tools and materials: • Power or manual post -hole digger • Shovel • Wood braces Step 2 - Assembly Of you purchased your exhibit panels and bases from Pannier, most of the assembly has already been completed for you All you need to do is attach the exhibit pedestal base(s) to the completed panel frame assembly with the supplied buttonhead screws as shown in Figure 1. Proceed to Step 3 - Installation. If you purchased the exhibit bases only, you will need to install your exhibit panel and attach the pedestal base(s) To install the exhibit panel, first remove screws from the top angle. Place the frame assembly face -up on a raised sturdy work surface. Slide your exhibit panel face -up into the frame assembly channel, making sure the panel bottom matches the frame bottom as indicated by weep holes. Attach the Top Angle Bracket with supplied 'A" drive rivets to securely enclose the exhibit panel. Insert the rivet and drive the pin (see Figure 2) down with a hammer until flush with the head. Attach the completed frame assembly to the base(s) with the supplied buttonhead screws. Proceed to Step 3 - Installation. • Hammer G* It (D) r o,mF ran'n,ys • Clamps • Nails • Plastic sheeting (B) To, Angle -- ----_< Braokn' • Cement -- • Gravel • Tamping bar • Level tc)Ba habit Faoei Page 1 of 2 -) Frame Assembly (E) Buttonhezd Screws (F) Pray. Weep Nob (A) Ped (D) % Drvo PrveW (E) E ttonhead Screws Double Pedestal Figure 1 Pannier Exhibit Base Assembly and Installation Instructions Move all assembled Exhibit Bases, tools and materials to the installation site. Mark the installation location using stakes or approved marking paint to indicate pedestal base locations. Prior to installation, please check the local building and signage codes as well as the applicable ADA (Americans with Disabilities Act) regulations for compliance. Installing to a permanent surface: When installing the exhibit base with attached base plates to a permanent surface, such as concrete, use the appropriate fastening devices to provide a secure and permanent installation. Installing in the ground: When installing the pedestal in the ground, you will need to dig holes approximately 6" below the local frost line. We recommend that you plan your installation depth to allow for approximately 28° to 32" distance between the ground surface and the bottom of the exhibit frame assembly when finished. Preparing the holes Fill the completed holes with approximately 6" of gravel and tamp to provide an even and firm surface. Protecting the exhibit base To prevent concrete splatter from attaching to the pedestal base(s), wrap and secure plastic to the upper portion of the pedestal base(s) to protect any part which will be seen after installation. Setting the exhibit base Set the exhibit base in the ground, level the uprights by securing with temporary braces and clamps as shown in Figure 3. Double -check the distance from the ground surface to the exhibit frame for proper height. Mix and fill the holes with wet cement to within 2" of the ground surface. Agitate the concrete to remove air pockets making sure to not bump or move the braced exhibit base. Carefully recheck the base level before the concrete begins to harden. Finishing the installation Let cement set for at least 24 hours, remove the plastic and braces, back fill remaining holes and finish as necessary. Assembled Exhibit Base C -Clamp Level 28 " -32" Backfill Page 2 of 2 Concrete Figure 3 Gravel Base Plastic Protection Braces 345 Oak Road Gibsonia, PA 15044 1- 800- 5 2 44- 842 4900 1 800 44 28 isa111tIQP Fax 724-265-4300 www.panniergraphics . com PR 29 - Modifications at Exterior Signage Material Labor Product Activity Trade Hours Rate Gemini Monument Adder Total Supervision and Coordination Superintendent 2 $ 75.00 $ 150.00 Layout / Installation Carpenter 16 $ 68.00 $ 1,088.00 91.63 $ 68.00 $ - $ 68.00 $ $ 68.00 $ Material Total $ 1,377.62 $ Labor Total $ 1,238.00 Material Product Quantity / Units Rate Total Gemini Monument Adder 1 LS $ 760.49 $ 760.49 Gemini Building Sign Adder 1 LS $ 525.50 $ 525.50 Tax 7.125% of Total $ 91.63 Material Total $ 1,377.62 proposal request architects, e gineEsr:y www.woldae,com 305 Saint Peter Street Saint Paol, MIN ;r102 tel 651 22( 71r3 fax 651 223 5646 maiI@vvcidae.com Project: To: Distribution: ® Ryan Schroeder, CG ® Brian Go udge, Graham ® John McNamara, Wold ❑ Jodi Nelson, Wold ❑ Dave Rey, AJA ❑ Quentin Odes, BKBM ❑ Kyle Edsten.. Weld ❑ Obsa Abdl, Wold Z Greg Carlson, Graham ❑ Bob LaBrosse, CG CBO ❑ Jennifer L evitt, CG Eng ❑ Craig Woolery, CG PS ❑ Chuck Stewart, Close ❑ Mark Kritz, Wold El El- El issxric t, {,iryirn Submit an itemized (labor and material) quotation for the proposed modifications to the PR: #29 contract documents as described herein within 21 days of receipt If a cost is not submitted within 21 days, ibis Proposal Request can be accepted at no additional cost Written approval is required prior to proceeding with this change. Comm: #102189 COST EXPECTATIONS: ❑ DEDUCT ❑ NO COST ® ADD Const. Pkg Attachments: FSK 48, FSK 49 Issued By: Jodi Nelson Date: 8/8/12 designers and researchers for public environments detail of constructioa- mp 305 Saint Peter Street Saint Paul, MN 55102 a r c h i t e c t s tel 651 227 7773 engineers fax 651 223 5646 www.woldae.com mail@woldae. com 10" HI6H, GUT LETTERS, DARK BRONZE FINISH JOIST BEARING © 113 -10' OTTA H UBLIC SAFETY LICE - FIRE - EMS 12' HI6H, GUT LETTERS, DARK BRONZE FINISH 8" HI6H, GUT LETTERS, DARK BRONZE FINISH MAIN LEVEL 700 -G' 4 -0" 10'-6 1/4" 1/4" = 1' -0" PROJECT: NEW PUBLIC SAFE" GI 1 HALL DATE: ,1uly 141, 2011 COMMISSION NO: REVISIONS: Q1 PR #29 REV. DATE: 1 02 1a4 �VI 102186 8/8/12 u p ip architects engineers www.woldae.com detail of construction 305 Saint Peter Street Saint Paul, MN 55102 2 1( SK 4 MIRRORED 3'-2" — q -0, 2 5K 4 tel 651 227 7773 tax 651 223 5646 mail @weldae.com U N MONUMENT SIGN FL 11' -8" 6" HIGH, DARK BRONZE, GUT LETTERS 6 HHIGH,PAR< BRONZE, GUT LETTERS 4" HIGH, DARK —� BRONZE, GUT LETTERS METAL PANEL (LIGHT ) METAL PANEL (DARK 4'' 50 . X 24"1. PTD METAL TUBES,TYP �LA' LL� 7 L�TJ�)L�� QLrIN; IJ U I III I I I I � I I �q "-0' i 3K - 12' -2 r- METAL PANEL (LIGHT) (6) 361 X 12P X 18 "H LIMESTONE SLABS (BY GONTRAGTOR A6REED UPON UNIT PRIGE) PROJECT: NEW PUBLIC, 5AFE7Y/ C,ITY HALL DATE: Ludy 14, 2011 COMMISSION NO: REVISIONS: Q1 PR #2 REV. DATE: 10218? 5/x/12 4q