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Home My WebLink AboutCHANGE ORDER - BID - 7579 RIVER RESTORATION AT WOODWARD TECHNOLOGY CENTER LOT 4 (4)F®rt Collins Natural Areas BID NUMBER: 7579 CONTRACTOR: Walsh Construction Inc. CHANGE ORDER NUMBER: 4 Natural Areas 9745 Hna . MM Roan PO. aoa 580 Fon Coons. CO &1622 6580 970.418.2815 9794162211-W Change Order Form 1. Reason for change: See Attached Exhibit A dated September 29, 2614 2. Description of Contract Change; See Attached Exhbit A dated September.29, 2014 3. Change in Contract Cost: See Attached $ 395,800.40 ncrease Decrease 4. Change in Contract time: See Attached a66 days Increase Decrease ORIGINAL CONTRACT COST TOTAL APPROVED CHANGE ORDERS TOTAL PENDING CHANGE ORDERS TOTAL THIS CHANGE ORDER TOTAL % OF THIS CHANGE ORDER TOTAL C.O. % OF ORIGINAL CONTRACT ADJUSTED CONTRACT COST (Assuming all change orders approved) ACCEPTED BY: APPROVED BY: APPROVED BY: a: CpIbeClOr. Purchdhy PrcjW Film 4e33ff $1,994,383.00 ($49.625.00) $0.00 396.800.40 19.85% 17.35% $2,340,358.40 DATE: DATE: /C9 2/ DATE: /O Lz O O O O O O O U m O YI r O h (O]l v C w r w w w w w w w N w w w N w w N w N w w w w w w w 0 0 o 0 o o r w o vi o J 6 ry e h ro a 0 o 0 O U tq N N M w N N w w w N w N w N w N w N w w O O O O J w w J r F � O m LL 6 oLL� J M O Q Z O w U K w w w N w N Ww� w m W J z j z z m J U N Q ?'a rc O w J m a y6 N N N N f9 N N w w w N N w M w N N N N N w as O q Qr J a w C, G m s 5 w NwNwNwwwwww wwwwwwwww O Z J Q x a J U w � r tt m 7 J J LL J Q O Q 7 O < O � m Itl K 1- X Z J Q z m f r z w UZ w U U r p it2) g m o o.2 mm < a OK < ¢ Q _J w <> Z S O Z O % w K J O U m LL r C O N Z O Z J Q F � C � ZU rc WO p w O 3 LL 2 U w 3 O Q N ¢ U Z K U wm m mg3 w LL �Oa �. wz wNm 3? wa0O U< m w ww0 O N LLm ¢ z O J WQN<O Q< O D U W r m O W W O U �< 2zor a0< 3� W TF Wo � City of Fort Collins Invoice Wm. T. Welch Company LLC Attn: Will Welch 1315 Oakridge Drive, Suite 100 Fort Collins, CO 80525 - . Customer #5222.17_ utilities electric • storrnwater • wastewater • water 700 Wood St. PO Box 580 Fort Collins, CO 80522 970.221.6700 970.221.6619 fax 970.224.6003 TDD utilities@fcgovcom fcgovconr/utlNties September 4, 2014 Remit to: City of Fort Collins 117 N. Mason Street P.O. Box 580 Fort Collins, CO 80522-0580 Imoice-#6.549Z_ --_- _-- - DESCRIPTION Charge for Temporary Wastewater Discharge Permit for Woodward Campus Construction. CHARGES CREDITS BALANCE Fixed Charge Calculations: Use Calculations: PIF Calculations: Total Due: $7.81 $116.08 $ 895.64 $1,019.53 Terms: This bill is due and payable 30 days from invoice date. If you have any questions, please contact Jon Haukaas at (970) 221-6671. City use: 5030.453020 - $109.51 5030.453090 - $6.57 5030.473120 - $903.45 Qlr <nncy@walshoonstruction.us> d? To: "William Welch" <wwelch@wmtwelch.com> Woodward CO#4 Hi Will Please find attached signed CO#4. PLEASE CONFIRM RECEIPT OF THIS EMAIL. Nancy Hall Walsh Construction Inc. 591 benver Ave. Loveland, CO 80537 970-622-8227 Fox 970-278-9396 noncy@walshconstruction. us CO#4.odf (4.7 M81 October 8, 2014 12:06 PM 10-16-14 7579 River Restoration at Woodward Technology Center Lot 4 Justification for Change Order 4 - Over the 15% Line Item pricing This change order included site and trail repairs following the 2014 high water runoff event. The total change order was $395,800 and was $104,117 over the allowed 15% for all change orders. The contractor was on site and it was cost efficient for them to complete the job. Although some of the repairs did not include line item pricing, the following line item prices were needed to complete the work and are from the original bid schedule from Walsh Construction. These prices were used to complete the work required to reestablish the site and trail repairs. Contract Unit Item q Description Unit Quantity Price Total 506 RiprapTypeM CY 779 $72 $56,088.00 608 Crusher fines SY 675 $18 $12,150.00 10' Poudre River 608 Trail SY 809 $54 $43,686.00 Total $111,924.00 The following is from the City of Ft Collins Charter Sec. 8-161. Exemptions to use of competitive bid or proposal. (f) Materials, certain services and construction competitively bid within twenty-four (24) months. In any case where the City has, within the preceding twenty-four (24) months, pursuant to an invitation for bids, awarded a contract for the procurement of any materials or for the procurement of services, professional services or construction bid on a unit price basis, the Purchasing Agent may negotiate with the successful bidder for the purchase of additional quantities of the materials or units of services or construction. The Purchasing Agent may, based upon a reasonably prudent investigation of market conditions at the time, make procurements at a price warranted by such conditions, even if the resulting cost to the City is greater than the amount of the previous award. 0 0 0 Addendum 1- Revised Did Schedule 7579 River Restoration at Woodward Technology Center Lot 4 qB16 --'CONT"CT 4 �M,OVN-- 49 U IT ' ��PLANMg m-', 1. V UNITPRJCE&�� 'N"M A MYNT gg 1 202 Removal of Concrete Revetment LF 270 $10.00 $ 2,700.00 2 203 Unclassified Excavation CY 16689 $4.00 $ 66,756.00 3 206 Structure Excavation CY 79 $30.00 $ 2,370.00 4 206 Structure Backfill (Class 1) CY 76 $35.00 $ 2,660.GO 5 207 Topsoil (6,lnch) (Redistribute) CY 21802 $3.00 $ 65,406.00 6 208 Erosion Control (SWMP S, Maintenance) LS 1 $8,000.00 $ 8,000.00 7 208 1 Erosion Log (12 Inch) LF 230 $4 OD $ 920.00 8 208 Erosion Log (18 Inch) LF 2700 $400 $ 10,800.00 9 208 Erosion Control Supervisor Hit 80 $30.00 $ 2,400.00 10 211 Dewatering and Diversion LS 1 530,ODO.00 $ 30,ODO.00 ii 212 Seeding(Native) AC 29 $800.00 $ 23,200.00 12 212 Soil Preparation AC 29 $6,800.00 $ 197,200.00 13 213 Mulching IHvdm Mulch) AC 30 $1.300.00 $ 39,000.00 14 213 Boulder Wall(Complete) LF 54 $150.00 $ 81100.00 15' 21*4 Deciduous Tree (3"Caliper) FA 233 $500.00 $ 126,500.00 16 214 Deciduous Tree (Container- Contract Grow) EA 115 $100.00 $ 11,500.00 17 214 Deciduous Shrub (S Gallon Container -Contract Grow) EA 802 $20.00 $ 16,040.00 is 214 Brush Layer Cuttings (Live Makes) CA 360 $10.00 $ 3,600.DD 19 214 Live Plantings (Plugs - Contract Grow) EA 76037 $1,00 76,037.00 20 214 Landscapelml Intenance (24 Months) Is 1 $60,000.00 60.000.00 21 216 Coir Matting (Channel Bank Protection) 5Y 1738 $4.00 6,952.00 22 216 Soil Retention Blanket f5traw/C-conut) SY 3693 $3.00 11,079.00 23 226 Ag,,e,.te Base Course Class 5 or 6 (S'Loop Trail) CY 234 $45.00 $ 10,530.00 24 306 Recondition Subgrade (12 Inch Depth) SY 5956 52.00 $ 11,912.00 25 S06 Rlprap (Type L, 9 Inch at Spillway) CY 72 $80.00 $ 5,760.00 =2E;-- 506 llffixm (Ty-O—e M:12 lhch at FES outfall and bridge crossing) CY 46 $80.00 $ 3,680.00 *27.11 506 Ifilprap, (Type 10112 Inch for Bank Stabilisation) CY 5105 $72.00 $ 367,560.00 28 601 Concrete Class D (BoulderWall -Foundation) CY 4 $650.01) $ 2,600.00 29 601 Concrete Class 0 (Bridge Abutment, WIngwalls, Weir) CY 41 $400.00 $ 16,400.00 30 602 _ Reinforcing Steel LB 1 3600 1 $2.0D 1 $ 7,200.00I 31 603 121nch HDPE Storm Pipe FES Included) 1F 183 $30.DD $ 5,490.00 32 604 ADS Area Inlet FA 1 $1,506.00 $ 1,500.00 33 604 4" Irri ation Meter (Complete) EA 1 $15,000.00 $ 15,OOD.00 34 607 Fence (Tree Protection - Adustments) LS 1 SS,000.DD $ 5,000.00 35 607 Fence (Waterfowl Exclusion Fence) LF 5386 $3.00 $ 16,164.00 36 608 4lCrusher Fine Path 41nch) . SY 2430 $18.0D $ 43,740.00 37 6D8 10'.Poudre River Trail (Colored, 5 Inch) SY 3209 $54.00 $ 173,286.00 38' 619 12"x4" Tapping Saddle EA 1 $1,250.00 $ 1,250.00 39, 619 4" Gate Valve EA 1 $900.00 $ 900.00 40 619 4" Water Line (PVC C-900) LF 62 $40.00 $ 2,48D.00 41 621 24'Gravel Access Road LF 2020 $30.00 $ 60,600.00 42 622 Bench EA 8 $600.00 $ 4,800.00 43 623 12"x17" Irrigation Valve Box (pi exometercover) EA 1 $100.00 $ 100.00 44 623 Irri aVan Controller EA 1 $6,000.00 $ 6,000.00 45 623 1 Reduced Pressure Assembly EA 1 $H,000.00 $ 8,000.00 46 623 Master Control Valve Assembly EA 1 $0.00 $ 47 623 8"Gate Valve Assembly EA 1 $1,200-00 $ 1,200.00 48 623 6" Gate Valve Assembly EA 4 $700.00 $ 2,800.00 49 623 4"Gale Valve Ass embly EA 1 $S50.00 $ 550.00 50 623 8"Class 200 PVC Irrigation Mainline Pipe and Fittings LF 778 $23,00 $ 17,894-.00 51 623 6"Class 200 PVC Vdgallon rv.wune Vleand Fltlipgs LF 5651 $17.00 $ 96,067.00 52 623 4" Class 200 PVC Irrigation Mainline Pipe and Rs llin LF 441 $12.00 $ 5,292.00 53 623 3"Class 200 PVC Irrigation Mainllne, Pipe and Fittings LF 1437 510.00 $ 14,370.00 54 623 3/4" Polyethylene Drip Lateral Pipe and Fittings IF 38133 $1.00 $ 38,133.00 55 623 16"Class 200 PVC Irrlgalion Pipe Sleeve' LF 20 $40.00 $ 80D.00 56 623 12" Class 200 PVC Irrigation Pipe Sleeve LF 198 $32200 $ 6,016.00 57 623 8" Class 200 PVC Irrigation Pipe Sleeve LF 12 $30.00 $ 360.00 58 623 6" Class 200 PVC Irrigation Pipe Sleeve LF 8 $26.00 $ 208.00 59 623 2" Gass 200 PVC Irrigation Pipe Sleeve LF 205 $14.00 $ 2,870.00 60 fi23 Drip PI Flush Cap Assembly EA 141 $65.00 $ 9,165.00 61 623 Remote Control Drlp Valve Assembly 1") EA 47 $450.00 $ 21,150.00 62 1 623 Nelson Big Gun QC Valve Assembly (Female) EA 37 $900.00 5 33300.00 i 0 63 623 Nelson Big G un Assembly with Male QC Valve and Riser EA 5 $1,700.00 $ 8,500.00 64 623 Manual Drain Valve Assembly EA 9 $350.00 $ 3,150.00 65 623 1" Quick Coupler Assembly EA 3 $400.00 $ 1,20D.00 66 623 Drip Emitter Assembly (1 GPH) FA •3798 $2.0D $ 7,596.00 67 623 Control Wire LF 6870 1 $1.00 $ 6,870.00 6B 623 Decoders EA 48 $140.00 $ 6,720.00 69 625 Construction Surveying LS 1 $15,000.00 $ 15,000.00 70 626 Mobilization LS 1 $100,000.00 $ 1G0,000.00 71 628 Bridge Girder and Deck Unit(20'Pedestr'ran Bridge) EA 1 $33,000.00 $ 33,000.00 72 629 Traffic Control Bike and pedestrian) l5 1 $6,000.00 $ 6,000.00 TOTAL BASE BIO $1964 , 3- O IN WORDS Innil(levs /'Vc ADD ALTERNATES Dz �� ?� a r 3 SNp t r[ONTHNCT >tITEM;NO z'r CONTRACT DESCRIP710N dE"�"t7*` a -� �y _j-._.Ki.=..+•:.�a... UNR s�TRAIL� sUNIFPRI[E e.-'e r.- s -, .kTOTAL �- Poudre trail completion Japan the public) dale: March 15, 2014 ALT including adjustment to traffic control duration, temporary LS 1 $ 25,000.00 k1 construction fence placement/relocation $25,OOD.00 ALT. Exclude Landscape Maintenance 124 months), Irrigation System M2 Operation, and Wa"ntee of plants IS 1 -$60,000.00 $ (60,000.00) Exhibit A Change Order: 4 Dated: September 29, 2014 Project: 7579 River Restoration At Woodward Technology Center Lot 4 To: Walsh Construction, Inc. 8139 Open View Place Loveland, CO 80537 Title: Proposal Requests for a) site, and trail repairs and adjustments following 2014 high water runoff event; b) waterfowl exclusion fencing and miscellaneous esthetic items; c) Miscellaneous other changes and charges. Item Description Cost 1a. Proposal Request #8: Site, and trail repairs and adjustments Increase Cost following (2014) high water runoff event: $380,756.40 Furnish the supervision, labor, material, equipment and indirect expenses to complete the work required by Proposal Request Number 8 dated 8/8/2014, prepared by BHA Design, Inc., including the requirements, reports and plans; and per Walsh Construction Inc. Change Order Proposal COP O15 Rev 1 dated 9/15/2014, attached hereto. This increase in Contract Cost shall account for all cost impacts to the Contractor due to the Poudre River leaving its bank referenced in Change Order #2. The Contract Time shall be extended 66 calendar days. This shall account for the time lost to the Poudre River leaving its bank referenced in Change Order #2. 2. Proposal Request #10: Waterfowl exclusion fence and cross wires; Increase remove red sandstone and concrete slabs along river bank: $15,554.00 Furnish the supervision, labor, material, equipment and indirect expenses to complete the work required by Proposal Request Number 10 dated 9/24/2014, prepared by BHA Design, Inc.; and Walsh Construction Inc. Change Order Proposal COP 016 dated 10/1/2014, attached hereto. The Contract Times shall not be changed. 3. Charge for Temporary Wastewater Discharge Permit for Deduct Woodward Campus Construction per City of Fort Collins Invoice ($510.00) #65497 dated September 4, 2014. Invoiced value of $1,019.53 paid by Owner is split between Owner and Contractor. The Contract Times shall not be changed. . §§;,l-l•�t..!!! „ !!!rrl.<!l.rr ! }}\//\}///\//\/}//\j/////(/ : \ ) .........\\.\ § §� 4 ...,.�........../ ............. ! k ) . ! :_ \ �)}\EE� 1!,_ § Proposal Request PR#: 8 Pricing/Response Form 8/8/2014 Owner: City of Fort Collins Project Name: Woodward Technology Center - Lot 4 River Restoration Architect: BHA Design Inc. Contractor:Walsh Construction. Tnc. Please submlt an ftemized proposal for changes in the Contract Surn/Time for proposed modifirationsto the Contract Documents described herein. Submit propos t within 10 days, "notify the Archded in writing of the date on which you anticipate submitting your proposal. THIS IS NOT A CHANGE ORDER, A CCD, OR A DIRECTION TO PROCEED WITH THE WORK DESCRIBED. Description of Change: Site and trail repairs and adjustments following high water runoff event on the LNG site as per attached plans. Changes Grading changes Plant relocations Trail vertical adjustments and reinforcements in spill areas Erosion control measures detailed costs for work change request � I CONTRACTOR BLOCK NO CHANGE ❑ Contingency Deduct ADD ❑ Allowance DEDUCT Contractor's PCO # The Contract Time will be (increased) (decreased) (unchanged) by ( ) days. This information shall be valid for thirty (30) calendar days from the date of signature below. Contractors Signature: Date: REVIEW AND APPROVAL BLOCK Contingency ugges (Check One:) Approved Rejected Deduct Allowance Amount Time Architect: ❑ ❑ ❑ ❑ Comments Date: Contingency (Check Oae:) Approved Rejected Deduct Allowance Owner. - ❑ ❑ ❑ ❑ Signature Comments: Date: Proposal Request Pricing/Response Form Owner: City of Fort Collins PR #: 10 9/2Arz014 Project Name: Woodward Technology Center - Lot 4 River Restoration Architect: Walsh Construction, Inc. Please submit an dem¢ed pmpos. l for changes In the Contract sumrrime for proposed modRcations to the Contract Documents described herein. SubmI proposal within 10 days, or notify the Architect in writing of the date on which you anticipate submitting your proposal. THIS IS NOT A CHANGE ORDER, A CCU, OR A DIRECTION To PROCEED WITH THE WORK DESCRIBED, icription of Change: Install cross wires over the mix 2 and 3 planting areas. Include reflective tape at 40' spacing. Use 10' x 10' cross pattern at south east end of pond where fences are more than 15' apart Use.zig zag pattern for remaining portions of pond edge (<15' between fences). Remove exposed red sandstone and concrete slabs along the river bank. Include any stones larger than U' x IT'that are clearly visible and not bound by live roots. Cover remaining cobbleMp rap with a V-7of topsoil prior to seeding. Add green protection fence around mix 3 basin (area to be planted with excess mix 1 plugs). Remove remaining mulch from tree protection areas. Prepare mulched areas with 1"-7'top soil prior to seeding. Remove tree protection fencing prior to seeding. CONTRACTORBLOCK NO CHAT ADD DEDUCT The Contract Time will be (increased) (decreased) (unchanged) by ( ❑ Contingency Deduct ❑ Allowance Contractor's PCO # ) days. This information shall be valid for thirty (30) calendar days from the date of signature below, Contractors Signature: Date: REVIEW AND APPROVAL BLOCK Architect: Comments: Date: Owner: Comments: Date: Contingency (Cbmk OneJ Approved Rejected Deduct Allowance ❑ ❑ ❑ ❑ Contingency (Cheoka.c:) Approved Rojeoted Deduct Allowance ❑ ❑ ❑ ❑