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HomeMy WebLinkAbout2008-11 IGA with ERWSD regarding Drainage and Sewage Improvements along Beaver Dam road and Beaver Dam CircleRESOLUTION NO. 11 Series of 2008 A RESOLUTION APPROVING AN INTERGOVERNMENTAL AGREEMENT BETWEEN THE TOWN OF VAIL, COLORADO AND THE EAGLE RIVER WATER AND SANITATION DISTRICT REGARDING DRAINAGE AND SEWAGE IMPROVEMENTS ALONG BEAVER DAM ROAD AND BEAVER DAM CIRCLE; AND SETTING FORTH DETAILS IN REGARD THERETO. WHEREAS, the Town of Vail (the "Town"), in the County of Eagle and State of Colorado is a home rule municipal corporation duly organized and existing under the laws of the State of Colorado and the Town Charter (the "Charter"); and WHEREAS, the members of the Town Council of the Town (the "Council") have been duly elected and qualified; and WHEREAS, the Town wishes to make improvements to the stormwater and groundwater drainage along Beaver Dam Road; and WHEREAS, the Eagle River Water and Sanitation District (the "ERWSD") wishes to increase the capacity of its water and sewer mains along Beaver Dam Road and Beaver Dam Circle; and WHEREAS, the Town and the ERWSD wish to enter into an Intergovernmental Agreement ("IGA") to combine construction efforts of both parties for the purpose of minimizing costs of the drainage and sewer improvements along Beaver Dam Road and Beaver Dam Circle; and WHEREAS, the actions under tliis Resolution comply with all applicable laws and regulations of the State of Colorado and th,e Town; and WHEREAS, the Council considers it in the interest of the public health, safety and welfare to enter into this IGA with the ERWSD. NOW THEREFORE, BE IT RESOLVED BY THE TOWN COUNCIL OF THE TOWN OF VAIL, COLORADO THAT: Section 1. The Council hereby approves the IGA and authorizes the Town Manager to enter into the IGA with ERWSD, in substantially the same form as attached hereto as Exhibit A and in a form approved by the Town Attorney, for the combined efforts and cost sharing of the drainage and sewer improvements along Beaver Dam Road and Beaver Dam Circle. Section 2. This Resolution shall take effect immediately upon its passage. INTRODUCED, PASSED AND ADOPTED at a regular meeting of the Town Co I of the Town of Vail held this 20`h day of May, 2008. ichard Clevelan Town Mayor ATTE~T: Q~......~' ~ rel i Donaldson, To Clerk EAL xesohrtion xo. 11, saies zooR i~pii INTERGOVERNMENTAL AGREEMENT FOR THE 2008 BEAVER DAM ROAD UTILITY IMPROVEMENTS THIS AGREEMENT is made and entered into this day of 2008, by EAGLE RIVER WATER AND SANITATION DISTRICT, a quasi-municipal corporation and political subdivision of the State of Colorado, ("District") and the TOWN OF VAIL, a political subdivision of the State of Colorado ("Town"). Collectively these entities are also referred to as the "Parties". RECITALS WHEREAS, Eagle River Water and Sanitation District is a water and sewer District organized and existing under the Colorado Special District Act; and WHEREAS, the District is empowered to provide water and sewer service to its customers and constituents within and without its boundaries, within Eagle County, Colorado, on such terms and conditions as the District may decide; and WHEREA5, the Town of Vail is a Colorado municipality organized and operated pursuant to its home rule charter and Colorado law; and VMEREAS, Section 18(2)(a) and (b), Article XIV of the Colorado Constitution, Section 29-1-203, C.R.S., and Section 32-1-1001, C.R.S., provide for the ability of the Parties to enter into contracts and agreements with one another to provide intergovernmental services and facilities, when so authorized by their governing bodies; and WHEREAS, the Constitution and statutes of the State of Colorado permit and encourage agreements between political subdivisions of the State, in order that the inhabitants of such political subdivisions may thereby secure high quality governmental services;and WHEREAS, it is recognized by the Parties, that the public health, safety and welfare of their inhabitants is best served by providing high quality water, sewer and storm drainage services; and WHEREAS, the District wishes to increase the capacity of its water and sewer mains along Beaver Dam Road and Beaver Dam Circle ("Water and Sewer Main Project" or "District Project"); and WHEREAS, the Town wishes to make stormwater and groundwater drainage improvements along Beaver Dam Road ("Drainage Project" or "Town Project"); and 00085913.DOC WHEREAS, the Parties wish to combine their construction efforts to achieve cost sharing and cost savings benefits, minimize disruption to the neighborhood and to allow the installation of infrastructure projects to be phased in logical sequence. The Parties desire for the District's Water and Sewer Main Project and the Town's Drainage Project to be administered, constructed and installed, to the extent provided for herein, as one project (collectively, the "Project"); and WHEREAS, each of the Parties hereto desires to work together to authorize and accomplish the construction of the Project; and WHEREAS, each of the Parties hereto has determined it to be in the best interests of their respective taxpayers, residents, property owners, and constituents to enter into this Agreement. NOW, THEREFORE, in consideration of the mutual performance of the covenants, agreements, and stipulations contained herein, and for other good and valuable consideration, the Parties hereto agree as follows: 1.Cooperation. The Parties agree to cooperate in the planning, design, construction, inspection, cost and expense sharing, administration and warrantee phases of the Project referenced in this Agreement and to cooperate and facilitate the combined efforts including, but not limited to the execution of any additional agreements, easements, and rights-of-way necessary to implement the purposes of this Agreement. 2.Design Costs. The District and the Town have sepaxate agreements with Schmueser Gordon Meyer (SGM) Inc, of Glenwood Springs Colorado, for the project design work. The District agrees to pay its portion of the Project design costs to SGM per its agreement with SGM. The Town agrees to pay its portion of the Project design costs to SGM per its agreement with SGM. 3.Project Mana eg mEnt: The District wil] provide a construction management representative ("District Construction Manager") to coordinate the construction work, provide clarifications to the contractor and revievv and approve proposed field changes, cost changes and time changes in a timely manner. The Town will provide a construction management representative Town Construction Manager") to coordinate execution of the Town's portion of the Project with the District Construction Manager as required herein. With respect to communications with Project contractors, suppliers and consultants, the Town Construction Manager shall not have authority to bind, or otherwise affect the orligations of, the District. 00085913.DOC 2 4.Construction Contract. The District administered a competitive bid process for the construction of this Project under the title "Beaver Dam Road & Beaver Dam Circle 2008 Sewer and Water Replacement". The bid documents included items designed for and approved by the Town. Western Slopes Utilities (WSU) was the lowest responsive, responsible bidder, and the District has entered into a contract with WSU. A copy of WSU's bid tabulation dated March 26, 2008 is included as Attachment B. The District will coordinate and supervise the Project, and will be the Owner as defined in the construction contract. The District will coordinate the construction work, provide clarifications to the contractor, and work with the Parties regarding any change orders or modifications to the construction contract. No work for the Town outside of the construction contract will be conimenced without approval by the Town Construction Manager. 5.Construction Inspection. The District Construction Manager will be responsible for construction inspection of its portion of the Project. The Town Construction Manager will be responsible for construction inspection of its portion of the project; all communication between the Town Construction Manager and the Contractor shall be via the District Construction Manager. 6.Geotechnical Testing. The District will pay for geotechnical testing costs associated with gts portion of the Proj ect. The Town will either reimburse the District for geotechnical testing associated with its portion of the Project, or contract directly with a Geotechnical testing firm. 7.Cost Sharing. ThP District agrees to pay all costs to the contractor for the Project. The District will invoice the Town on a monthly basis for the Town's portion of the work based on work accomplished per the Contractor's invoices and the value of the work listed in Attachment A. The Town will reimburse the District for the invoiced work within 30 days. The Town represents that it has appropriated sufficient funds to pay in full its obligations hereunder and it has adequate present cash reserves pledged irrevocably and held for paymPnts in this and, if necessary, in any future years. 8.Change Orders,. Any change orders that arise during construction related to the District portion of the Project will be nPgotiated between the District and the Contractor. Any change orders that arise during construction relating to Town's portion of the Project will be reviewed by the District 00085913.DOC 3 and Town Constnzction Manager prior to approval. Change order work will be completed by the contractor at contracted unit costs, lump surn costs agreed to in advance or on a cost- plus basis. Additionally, the Town Construction Manager will review plans and approve change orders in a timely manner. Neither the District nor its contractor will commence any work outside of the contracted items for which it expects reimbursement from the Town without the prior approval of the Town's Construction Manager. 9.Project Meetings. 'The District will make a good faith effort to invite a representative of the Tawn to meetings concerning the Project, and otherwise provide open communications throughout the Project. 10. Warranties. For any work that the Town determines does not conform to the Project or Town ordinances or specifications, or needs to be completed under warranty conditions, the Town sha11 notify the District and the District will notify the contractor under the terms of the District's agreement with the contractor. 11. Transfer of Warrai?_ties and Enforcement Powers. District will use its best efforts to obtain, in writing, requisite warranties of at least a TWO-YEAR period from District's contractor for workmanship andJor materials for facilities, infrastnictizre, and appurtenances constructed for the Project. The District will make its best effort to transfer warranties for the Town's portion of Project facilities, infrastructure, and appurtenances to the Town. 12. Release from Liabilit . The Parties are affecting this undertaking to achieve mutual benefit; and, accordingly, hold each other harmless pursuant to Section 25 fxor-_ all but gross negligence in executing the terms of this Agreement anci campleting the Project. The Parties agree to utilize their best efforts in performing all terms of this Agreement. 13. Enforcement. The Parties agree that this Agreement may be enforced in law or in equity for specific performance, injunctive, or other appropriate relief, including damages, as rnay be available according to the laws and statutes of the State of Colorado. It is specifically understood that by executing this A;reement each Party commits itself to perform pursuant to the terms conta;necl herein, and that any breach hereof which results in any recoverable darnages shall not cause the termination of any obligations created by this Agreement unless such terrrtination is declared by the Party not in breach hereof. 00085913.DOC 4 14. Governing Law. This Agreement shall be governed and construed in accordance with the laws of the State of Colorado. 15. Venue. Venue for the trial of any action arising out of any dispute hereunder shall be in the Eagle County court, State of Colorado, pursuant to the appropriate rules of civil procedures. 16. Captions. The headings and sections and paragraphs are included only for convenience and reference. If any conflict between any heading and the text of this Agreern.ent exists, the text shall control. 17. Binding Agreement upon Successors and Assigns. This Agreement shall run with the land, and the rights and obligations created hereby shall be binding upon and inure to the bPnefit of the Parties hereto and their respective successors and assigns. 18. Interested Persons. Nothing herein expressed or implied is intended or should be construed to confer or give to any person or corporation or governmental entity other than the District and the Town, any right, remedy or claim under or by reason hereof or by reason of any covenant or condition herein contained, nor limit in any ways the powers and responsibilities of the Town, the District, or any other entity not a party hereto. 19. Notices. All notices, requests, demands, consents and other communications hereunder shall be transmitted in writing and shall be deemed to have been duly given when hand-delivered or sent by certified, United States mail, postage prepaid, with return receipt requested, addressed to the parties as follows: Stan Zemler, T'own Manager Town of Vail 75 South Frantage Road Vail, Colorado 81657 With a Copy to: Matt Mire, Tawn Attorney Town of Vail 75 South Frontage Road Vail, Colorado 81657 Eagle River Water and Sanitation District 00083913.DOC 5 Dennis Gelvin, General Manager 846 Forest Road Vail, Colorado 81657 With a Copy to: James P. Collins, Esq. Collins Cockrel & Cole 390 Union Boulevard, Suite 400 Denver, Colorado 80228-1556 Either party may change the address at which it receives written notice, by natifying the other party in writing in the manner provided herein. 20. Severabilitv. If any portion of this Agreement is held invalid or unenforceable for any reason by a court of competent jurisdiction as to either Party or as to both Parties, such portion shall be deemed severable and its invalidity or its unenforceability shall not affect the remaining provisions; such remaining provisions shall be fully severable and this Agreement shall bF! construed and enforced as if such invalid provisions had never been inserted into this Agreement. 21. Waiver. The waiver of any breach of any of the provisions of this Agreement, by any party, shall not constitute a continuing waiver of any subsequent breach by that party, either of the same, or of another provision of this Agreement. 22. Amendment. This Agreement may be amended, modified, changed, or terminated in wh0e or in part only by written agreement duly authorized and executed by the Parties hereto. 23. Duplicate Originals. This AgrePment may be executed in counterparts, each of which shall be an original, but a11 of which together, shall constitute one and the same agreement. 24. Separate Entity Status. In no event shall either party, its employees or its representatives, be considered or authorized to act as employees or agents of the other partlT. 25. Indemnification. Each party, to the extent permitted by law and subject to all of the immunities, defenses and protections afforded to that party by the Colorado Govemrnental Immunity Act, shall indemnify and hold harmless, 00085913.DOC 6 the other party, its officers, directors, employees and agents from and against any claims including attorneys fees, arising out of the negligence of the officers, employees or agents of the indemnifying party and rising out of the performance of services under this Agreement. 26. Force Majeure. No party shall be liable for any failure to perform as required by this Agreement to the extent such failure to perform is caused by any reason beyond the control of that party or by reason of any of the following occurrences, whether or not caused by such party: strikes, labor disturbances or ?abor disputes of any character, accidents, riots, civil disorders or commotions, war, acts of' aggression, floods, earthquakes, acts of God, explosion or siinilar occurrences; provided, such party shall exercise its best efforts to provide the best possible alternative performance and to prevent the foregoing occurrence from obstructing full performance. Such occurrence5 shall not ter.-r_inate this Agreement and shall not affect this Agreement except as provicied in this Section. 27. Entire Ar~eement of the Parties. This Agreement represents the full and complete understanding of Parties, and supersedes any prior agreements, discussions, negotiations, representations or understandings of Parties with respect to the subiect matter contained herein. 00085913.DOC 7 IN WITNESS WHEREOF, the Parties hereto have caused this Agreement to be effective as of the date and year first above written. EAGLE RIVER WATER AND SANITATION DISTRICT By: Robert Warner, Jr. Attest: Debbie Buckley, Secretary TOWN OF VAIL By: Dick Cleveland, Mayor Attest: Lorelei Donaldson, Town Clerk APPROVED AS TO FORM Matt Mire, Town Attorney 00085913.DOC 8 ATTACHMENT A COST SHARING BREAKDOWN) 00085913.D0C Attachment A: Beaver Dam Road Utility improvements Cost Sharing between Eagle River Water and Sanitation District and the Town of Vail The Town agrees to pay for the following costs associated with its portion of the Project based on the Bid Tab' and agreed upon percentages listed below. quantity Bid item]agreed total agreed number(s)Description to by Town unit to by Town 1 Mobilization 7.3 of line item 18,361.54 2 Traffic Control 7.3 of line item 23,099.54 3 Erosion Control 7.3 of line item 139.72 Town of Vail Storm 41 through 62 Drainage 100 of line items 190,504.68 34 pulverize roadway 361 square yard 812.25 Class 6 ABC, 33a roadway 110 tons 7,148.90 32a Asphalt, roadway 25 of line item 64,698.89 The Town agrees to pay for the following costs associated with its portion of the Project based on field measured quantities, Bid Tab' unit prices and actual costs. quantity Bid agreed itemlnumber Description to by Town unit price Unit as required for 4 Survey Town work actual cost field 32b Driveway asphalt measured 391.88 ton Driveway base field 33b course measured 43.56 ton field 37 Seeding measured 4,474.38 Acre field 38 Sod measured 1.11 sf Irrigation field 39 restoration measured 25.00 If 1) bid items: refer to Attachment B ATTACHMENT B WSU BASE BID SCHEDULE DA'fED MARCH 26, 2008) 00085913.DOC EAGLE RIVER WATER AND SANITATION DISTRICT BEAVER DAM SEWER & WATER REPLACEMENT BASE BiD SCHEDULE dTEM EST.DESCRIPTION AND UNIT UNIT TOTAL NO. aTY. UNIT ARfCES IN WORDS PRICE PRICE 1.Job L.S. Mobilization for work including mobilizatiort, demobilization, removai and storage of materials, deanup/revegetation of VRI staging area for construction season 2008 and 2009, wili be paid 50% 2008 and 5096 2009, per lump sum. i , . ~ D ~l ZS ( +SZ~$ Zs I ,sz~ Lump um Prioe - W ds)r vc' 2. Job L.S. Conatruction TraNic Control inciudes the preparation af approved Traffic ConVof Plan, al{ signage, reflectors, cones, flaggers, notification, coordination and all other traffic control required per MUTCD and Technical Spec. 01570, complete and in piace, payment based upon project % complete, per lump sum. 3 q 3~.I~ lump Sum Price - Words) M YLl uv Job k.St Constructfon Erosion Control to comply with erosion control plan (sheet 2) and CDPHE Stormwater Discharge Permit, including securing permit, installation, maintenance and removal upon finai stabiiizafion, wilf be paid 5096 2008 and 5096 2009, per lump sum. CLu- lloao,,,4 kha ~L" $A Ct Lump Sum Price - W s JotL.S. Constructfon Sunreying Provide a!I construction survey necessary to complete improvements based upon controt points provided by the owner, payment based upon project 96 complete, per lump c um. I t(J~' S lump Sum Price - Wo s) v c." Gd~f3~'L A uos•aa t e.mr arMsp*c&.ooeueawajm #n+:ooe.os r+wnw 06 acwewMLeoc 1 EAGLE RIVER WATER AND SANITATiON DISTRICT BEAVER DAM SEWER & WATER REPLACEMENT BASE BID SCHEDULE I'PEM ST.DESCRIPTtON AND UNfT UNIT TOTAL N0. aTY. UNIT PRICES IN WOROS PRICE PRICE 5.3495 L.F. 8" OIP, CLASS 52 Wateriine includes excavation, dewatering, bedding, native backfill if import is not required, joint restraint & concrete reaction blocks, flttings (not including fittings for fire hydrants or services), appurtenances, testing and disinfection, complete and in place, psr lineaf foot (ERWSD detail W-03, W-12). D~,w.c~v t100 I 5 y I y Unit Price - W rd ) f:.11 EA 8" Gate Valve Includes excavation, dewatedng, placement, appurtenances, joint restraint, bedding and backfill, testing and disinfection, complete and in place, per each (ERWSD detail W-08).v Z A~6~ ~l~111 0 - Unit Price - Words) fL--V-41 l 31,6p 4 EA 6" Gate Valve, (not including valves for fire hydrants) include excavation, dewatering, placement on existing water line, appurtenences, joint restraint, bedding and hackfiH, testing and disinfection, complete and in place, per each (ERWSD detail W-08). 1.-P\-, A Unit Price - Words) 7 EA Fire Hydrant Assembly include excavation, dewatering, plscement, appurtenances, tee & vatve, joint restraint, bedding and backfill, testing and disinfection, complete end in place, per each (ERWSD detai! w-o7). b'`^^iz 1146PA a. Unit Price - words)r~. 1 EA Combination Air ValveNac Manhole w/ 2" Air Release include excavation, dewatering, backfill, air release valve, appurtenances and fitU'ngs, manhole, piping and testing, complete and in place, per each (ERWSD detai{ W-01).Sw Jet'- I u0tc6l Ly,v?t,-I..~ Unit Price - Words)4SI 1'. 30312613•27TO1BSavw rVrt!:Sp6cB-20061AddN10Wn811Z00l-06RaMNOBDSCMEOULEAoc 2 EAGLE RIVER WATER AND SANITATION DISTRICT BEAVER DAM SEWER & WATER REPLACEMENT BASE BID SCHEDULE 1TEM EST.DESCRIPTION AND UNtT UNIT TOTAL lVO. 2TY. UNIT PRICES iN WORDS PRICE PRtCE 10. 27 EA Water Service Reconnection inciuding excavation, dewatedng, bedding and backfi0, 8x4 MJ DI tee, 4" M.1 DI Plug, 2" threaded corp stop, 2" copper service line, transition to existing service size, reconnection to existing house service, removal and abandonment of portion of existing service, labor and materials, complete and in place, per each (See detail shest 40). Ay "41 2!'asT P,5b 9 Unit Price - Words) T- t 11. 10 EA Water Service Reconnection w/ Curb 3top induding excavation, dewatering, bedding and backfill, 8x4 MJ DI tee, 4" MJ DI Plug, 2" threadad corp stop. 2" oopper service line, 2" curb stop and box, transition ta existing service size, reconnection to existing house service, removal and abandonment of portion of existing service, labor and materials, complete and fn place, per each (See detail sheet 10). 00- oij Unit Price - Words) u~~ t 2. 3 EA Connections to existtng water system F, including verification of location and depth, excavation, dewatering, bedding and backfitl, cutting and removal of existing piping, connection piping (S". 8" or 12"), spticing, joint restraint 8 concxate reaction biocks, removal and abandonment of existing piping, testing and disinfection, complete and in pface, per each 31 q 3ItU4c-tJk4-WJ ~)W/"~3mi- s1p'yq1= Unit Prics - Words) l VV 3l'I00Jetti- 13. 90 L.F. Insuiation over/around wstertine for the purposes of insulating due to shanowness of waterline or proximity to drainage culverts. lncluding additional excavation, bedding and blueboard, complete and in place, per linear foot (ERWSD detail W-20). 45- 5-0 4 ' 45 1100 l 11 U Unit Price - Words) 4 11200312C03-T7T01 %sm Damftm-20061Mtlendum 01=06-0S Ravis~d BID SCNEp1)LE.Ape 3d 1 fo~-2 EAGLE RIVER WATER AND SANITATION DISTRICT BEAVER DAM SEWER & WATER REPLACENlENT BASE BiD SCHEDULE ITEM EST.DESCRIPTION AND UNIT UNIT TOTAL N0. QTY. UNIT PRICES IN WORDS PRICE PRICE 14. 1 EA Ground Water Barrlar (allowance) including additional excavation, dewatering, barrier material, bedding and compaction, drain to daylight, dewatering as required, miscellaneous labor and materiais, complste and in place, per each (ERWSD detaii W-10, S-11). 1~, "-J, &AJ,,3~ $ 3&° Unit Price - Words) 15.4 EA Abandon existing fire hydrants where not paid for separately, including all site work, excavation, dewatering, sawcutting, backfill, filling of pipes or vafve boxes, disposal or removed items, complete and in place, per each. O1A-ZS/WO IS b~$ 6 ZSil. Unit Price - W s 6. EA Abandon existing vaMes where not paid for separately, including all site work, excavation, dewatering, sawcutting, backfill, filling of pipes or valve boxes, disposal or removed items, complete and in place, per each.l jqL66& &tAJ Ioo unit Nce - words) 7. 1 EA Sampling Station to finish grade, complete and in place, per each (Eclipse No. 88, per detaif sheet 10). Inaluding excavation, dewatering, bedding and backfill, tap, 2" copper service line, 2" curb stop and box, labor and materials, complete ftk&cepr a.fL",t~ _ I tJG Unit Price - Words) 6444, 18. 2541 L.F. 8" Sewerline Installation PVC C-900, inctude all excavation, dewatering, removal and disposal of existing, placement, appurtenanoes, bedding and backfill and testing, complete and in place pec lineaf foot ERWSD detail S-10). 2A$ 366 1,34~ Unit Price - Words) 02 ooM01-2 •w- a....r sr~ooe~s R.~..e e~o sc~ou~Eaa 4 EAGLE RIVER WATER AND SANITATION DISTRICT BEAVER DAM SEWER & WATER REPLACEMENT BASE BID SCHEDULE iTEM EST.DESCRiPTION AND UNIT UNIT TOTALN0. QTY. UNIT PRICES 1N WORDS PRICE PRICE 19. 23 EA Standard 48" cp Manhole y. New installation of manhole, including excavation, dewatering, removai and disposal of existing, placement, appurtenances, connection to existing Ilnes, bedding and backfill, complete and in place, per each (ERWSD detail S- 01). flugui os G~SI10. o W9i l Unit Price - Words)3~'1-_ 0• 2 EA, Standard Cieanout New installaton of cleanout, including excavation, dewatering, removal and disposal of existing, placement, appurtenances, bedding and backfill, complete and in place, i~ per each (ERWSD detail B-04).561 ,eo I Z o:2UnitPrice - Words) 1 • 18 EA Sewer Service Reconnection including excavation, dewatering, bedding and backfill, C- 900 $x4 wye & fiittings, transition to existing service, reconnection to existing house service, removal and abandonment o# portion of existing service, labor and r materials, complete and in place, per each. Se~.l1Co $.47'sa5 - Unit Price - Words) 2. EA. 4" Sewer Service installation including excavation, dewatering, bedding and backfill, C-900 8x4 wye & fiittings, uansition to existlng service, reconnection to existing house service, removal and abandonment of portion of existing service, labor and materials, complete and in p f4kkk lace, per each. f6 6,q Unit Price - Words)fow 5 0lre-a I 4oo3=3-27a, exw wmWp.a.zooe,Aada,aum 4A2aoe.os %vr..a ero sc},EOUe.aee s EAGLE RIVER WATER AND SANITATION DISTRICT BEAVER DAM SEWER & WATER REPLACEMENT BASE BtD SCHEDULE lTEM EST.DESCRIPTtON AND UNIT UNIT TOTAL iVO. aTY. UNiT PRICES IN WORDS PRICE PRiCE 23. 9 EA. Connection to existing sewer system inciuding veriflcation of location and depth, excavation, dewatering, bedding and backrfll, manhole connecCrons, cutting or removal of existing piping, splicing, removai and abandonment of existing piping, and testing, complete and in place, per each (At MH's #0920, #1120, #1000, #0940, 0920, #0680, #1300, #1440, #1400).yq Q~ SU" $ 3,19 Tt 3~~.~qoS Unit Price - Wor oor.,. 24. 1 L.S. Sewage 8ypass Pumping, for the purpose of containing and providing continuous sewage flow during construdion activities, complete and in place, per lump sum (see Tech. Spec. 02561). Shall be paid based upon % complete of sewer main. VV46J X- UUA,4~2,~o 21 son ' Lump Sum - Words) 25. 2 EA. Abandon Existing Sewer Manhole where not paid for separately, inctuding ail site work, excavation, dewatering, backfill, sawcutting, filling of pipes or manholes, disposai of removed items, complete and in place, per each (MH's #0640 8#1260).Zq s$ Q~:-_ I W &4d~ ~liq~8 s ~q've ~ Unit Price - Words) 1.,,.a m/ S~ti t 6. 6-i97 Ton Imported Structural Backfill materiai, Class 2 ABC lncluding fumishing, hauling, dewatering, placing and compacting where native material pulled from excavation is not suitabie per ERWSD or Town of Vail requirements, complete and in place, per ton.53 x- 6 111 po Z S-$ I59LW U ' Price - Words) r~ Zoc) f 3d~- oMoor.:rrc, eavw a.mea.m-NMwan«naum,n%2006oa n.rr.a eio ac.HmuLe.aeo 6 EAGLE RIVER WATER AND SANfTATiON DtSTRICT BEAVER DAM SEWER & WATER REPLACEMENT BASE BID SCHEDULE tTEM EST.DESCRIPTION AND UNIT UN1T TOTAL N0. QTY. UN1T PRICES IN WORDS PRICE PRICE 27. 2187 Ton Imported Bedding materfal, Ctass 6 Aggregats lncluding fumishing, hauGng, dewatering, p{acing and compacting where groundwater may be encountered and G(~, screened rock bedding is not suitable per ERWSD requirements, complete and in place, per ton. fdw 0$(~00 1V U t Price - Words) 28. 500 S.Y. Subgrade Stabilizatfon, Includes Class 2 at 24" depth, paid for by item #26), 4 1 including excavation, dewatering, iurnishing and placement of geosynthetic, complete and in place, per square yard, as directed in field. tr AD w4 Unit Price - Worcls) 9. 5830 C.Y . Export Excavation including the removal, hauling off site and disposing of excavated and/or unsuitable material, asphalt or concrete driveway material, per cubic yard, as per fe{d direction.ao unit ce - oMs) 0. 451 S.Y. Asphait Patching Reatoration for utility line work including saw cutting of pavement in work area for utility main and services only, up to a 2° asphatt patch, joint sealing, site preparation, 6" Class 6 ABC, compiete and in place, per squsre yard (Vail RdBDR 0+50 - 2=00, BDR 20+25 - 22+25, BDR 26+85 - 28+35, BDC 0+45 - 2+00). j q~ 1l~5 ZS ~,(oS~P nit rice - Words) 1632 S.Y. Asphalt Restoration 2" overlay for utility line work including tack coat, overlay cf en ' roadway width, milling around drives and match points, site preparation, complete and in place, per square yard (Vail Rd/BDR 0+50 2=00, BDR 20+25 - 22+25, BDR 26+85 - 28+35, BDC 0+45 - 2+00)- 1 qZ Z ~Unit Price - Words) OM1004"M, On,,.,CwAPft6.=VAddvWW r„N&W MvbW 80 SCHEDULEAtc 7 EAGLE RlVER WATER AND SANITATION DISTRICT BEAVER DAM SEWER & WATER REPI.ACEMENT BASE BID SCHEDULE iTEM EST.DESCRtPT{ON ANQ UNIT UNIT TOTAL N0. aTY. UNIT PRICES IN WORDS PRICE PRICE 32a. 1206 Ton Roadway Bituminoua Pavement Grade SX, inciudes pavement for roadway reconstruction, complete and in piace, per ton s'1 Sy e dlwlt,l.w ll sd Z ZS_ ~j ~S Unit Price - Words) 32b. 25 Toh Driveway Bituminous Pavement (3" depth) Grade SX, inciudes pavement for driveway reconstruction and roadway patching (6" gate vaive instaliations), complete and place, per ton f t,~., ~ I I BO 2~, I g I 'L0) Unit Price - Words) 33a. 2588 Tan Roadway Class 6 Aggregate Base Course (mixture of existing, miilings, and imported material), including furnishing, hauling, placing and compacting beneath streets, cross pans and curb & gutter, complete and in place, per ton. oo 4~q Z q - nit Price - wordsU 33b. 50 Ton Driveway Cfass 6Aggregate Base Course (6" depth) including fumishing, hauling, plaang and compactlng beneath driveways, and roadway patching (6' gate vaivre instailations), compiete and in place, per ton. l iwlit, I'IVA", q6 liev a Q3 510 Z, 145 - nit Price - Words) 34. 7017 S.Y. Pulverize Exiating Asphait Mat includes milling, windrow, haui, stockpile to allow utiNty instailafion and subgrade adjustment where required, complete and in piace, per square yard. I-we 29 Unit Price - Words) HS L-' roTaooa-17no, e.awr 0am8o.c.-200e%AAeMdwn 01%200Sos n.v%aa em sa+EOUtEeoe 8 EAGLE RIVER WATER AND SANITATION DISTRICT BEAVER I.IAM SEWER & WATER REPLACEMENT BASE 81D SCHEDULE 17EM EST.DESCRIPTION AND UNIT UNIT TOTAL N0. QTY. UNIT PRICES iN WORDS PRICE PR(CE 35. 25 S.Y. Replace Brick Paver Drivewsy or Sidewalk Including removal and resuse of existing pavers, excavation, sand bedding and backfill, compaction, 4. complete and in place, per square yard. 673 C) 3 ot..~ `~~,~"1 ~u 1 w~- ILb 3~ Z z~ r Unit Price - Words) 36. 50 S.Y. Replace Concrete Valiey Pan, Driveway or Sidewaik including excavation, bedding and backfill, compaction, concrete piacement (6" depth) complete and in ptace, per square yard.27 L3 5~10 3 ti r Unit rice - Words) 17. 0.8 Acre Seeding (native) Including 4" topsoil, ssed, fertilizer, tacifier, placement hydroseeding) and straw mulch, complete and in plaCe, 38 p acr 6ty Unit Price - Words) 7w 8. 3250 S.F. Sod including A" topsoil, subgrade preparaton and watering, complete an ~in place, per square foot. 11ao U~it Price - Words) 39. 90U 4.F: Irrigation Restoration (allowanoe) including all work to restore irrigation systems encauntered throughout the entire project, complete and in place, per linea foot. 11~-g Z5 ~ s8~ - UnitF~rice - Words) F 40. 10 DAY Dewatering lnciudes dewatering by continuous pumping, well-point system, as defined by Technical Spec 02200 Section 3.03. Compiete and in place, per day.o 80 r unit Price - words)01(80 q~ 11 a%2oA774 e. ,y.. ow%sv.a•zooawa.Ajnr,1xooe-os rAne ew scHouLEmc 9 27~ J f EAGLE RIVER WATER AND SANITA710N DISTRICT BEAVER DAM SEWER & WATER REPLACEMENT BASE BID SCHEDULE ITEM EST.DESCRIPTION AND UNIT UNIT TOTAL NO. QTY. U1NIT PRiCES IN WORDS PRICE PRICE TOWN OF VAIL STORM DRAINAGE INSTALLATION 1TEMS: Ail storm drain materials and concre$e ahalbe suppfied by the contractor. Contractor la responsible for coordinatton, installation, !a r and asaociated labor materials. For the purposes of appropriate biliing, the District requests the separate bid value for the below items associated with any and all work due to TOV roadv+ray 'rsafignment (3+15 to 6+00) and storm dratnage installation. These values below SHOULD NOT already be included in similar b(d ltems for sewer/water line work. TOV wili review the bids fdr ttidir' items separately to determine if they wi{I prxeed with the coMract. The District resarvea the right to remove the Town of Vail Bid Items from the contract. 41. 50' L.F. Concrete Curb and Gutter t Type lf-B, as specfied in plan detaits, including driveway cut, excavation and compacted bedding and backflli, complete and in piace, per lineal foot.r~Iive p q Ue&"it_ 3 5 Trww r i Unit Price - Wo s)Iq' Z~c~ 5 i f.,j 42. c05 jr ktF. 3' Cancrete Vailey Pan as specified in plan detaiis, complete in place, per lineal foot.69-t ~ c'ri~a F~nit Price - Words)i3. r A= NeW CDOT Type C Inkt (CIOSB mesh grate)complete and in place, per each (see detail Sheet 12). 2A 3$ 17%6Unit Price - Words)44. EA: New CDOT Standard Curb Inlet i including bicycle safe grate, complete and in ptace, per each see detaif sheet 12).r~ g Unit Price - Words)f - 5. 2 EA Abandon Existing CMP Cuivert Complete and in place, per each.3tiied &)~ Ae & IOWA tL~Unit Price - Words)osnw a;-s» fi+ ft vw parMsow-iooeuwe.MW81uoW-0aftft.e eo &DWA6.41x 10 1 EAGLE RIVER WATER AND SANITATION DISTRICT BEAVER DAM SEWER & WATER REPLACEMENT BASE BID SCHEDULE z'fEM ES T.DESCRIPTION AND UNIT UNIT TOTAL I'40. aTY. UNIT PRICES IN WORDS PRICE PRICE d. 46.L.F. Culvert, including excavation, bedding, and compacted backfill, complete and in piace, per lineal foot. 106 a?18" CMP oC~ 6 ~ s~6 ~ i Unit Price - Words) 93 b) 42" CMP r' o ik) $ 2 A0 Unit Price - Wo ds) 93,c}ALTERNATE: Add for 42" RCP over priIC 42" CMP. r ZgF" Unit Price - Wo ds) 7.Each Culvert Flared End Saotions complete and in place, per each. 2 a)18' Flared End Sections Unit Price - Words) 1 b} 42" Flared End Sections I Unit Price - Words) 3,~~ 3 S Ast 1 c}ALTERNATE: Add for 42" CP Flared End Sections over price for 42" Flared End Sectfons.I (,,IC)C~-~r jGOV 4iffiQ Unit Price - Words) 11owVocaa7nc1a..w, • c.~~..,.aaooev~oa«~+rs~oodos ~Nc sa+Eo~nE.ac EAGLE RIVER WATER AND SANITATION DISTRICT BEa4VER DAM SEV1fER & WATER REPLACEMENT BASE BID SCHEDULE TEM EST.DESCRIPTiON AND UNIT UNIT TOTAL N0. aTY. UNlT PRICES {N WORDS PRICE PRICE EA Storm Dratn Manhoie complete and in place, per each. 1 a) 4' 4)q,% 11wef, lu~tlj Unit Price - Words) r p)510 I 1 gl t~~~ 3 Unit Price - Words) pp 5.5 C.Y. Riprap, 12" Stone Size fumished for cufvert outiets, complete and in place, per cubic yard.3~ioo 3$l Unit Price - ords) 71 L.F, Ditch, Type 1 TRM Including excavation, erosion control materiat and revegetation, complete and in place, per lineai foot. ss 1 l~ Z'g, 5s; rAy s 08q Uni Price - Words) t 51. 6 EA Pothole Utilities to inciude the potholing of utilities as necessary and approved by the District or Town. Pothoiing to be completed using non-destructive method, per each. Unit Price - Words) lin i.}tf~~ 0 O 6 2. 0 EA Remove existing tree (>=12" caliper) Including protection of existing structures, cutting, remaval and disposal, complete and in place, per each. Unit Price - Words)2G ~i 4- 1 Q~ aUrbsVno, e..Kt cww»a-moeAae@rwm 01120" rww.e 80 aa+EaxF.eoc 12 EAGLE RIVER WATER AND SANtTAT10N DISTRICT BEAVER DAM SEWER & WATER REPLACEMENT BASE BID SCHEDULE lTEM EST.DESCRlPTION AND UNIT UNIT TOTAL NO. aTY. UI1fIT PRICES !N WORDS PRICE PRICE 53. 1'0 EA Resetting of Traffic and Street Signs, complete and in p{ace, per each. p ~11oer,~;1~,~ ~ wr,~s 3tZ 3~ z. Unit Price - Words) 54. 0 EA Resetting Streetlight including excavation, ptacement and backfill, Complete and in place, per each (see detail sheet 13) Unit Price - Words) 55. 0 EA Resetting Utility Pedestal including excavation, backfill and coordinetion with utility per each. UnitPrice - Words) 6. 0 L.F. Install 4" electricai conduft, Schedule 80 PVC for streetfight relocation inciuding trenching, placement, bedding and backfill and coordination with TOV, complete and in place, per fineal foot. Unit Price - Words) 57. 0 S.F Construction of Boulder Wall including excavation, bedding, pfacement and backfill, complete and in place, per square fooUexposed face (ses detail sheet 13). Unit Price - WoMs) MMoauoas.27-M e..w. o.mi.~aoosviea.nam .,=os.os ww.e em 304EouMme 13 EAGLE RiVER WATER AND SANITATiON DISTRICT BEAVER DAM SEIIVER & WATER REPLACEMENT BASE BID SCHEDULE TEM tST.DESCRIPTION AND UNIT UNIT TOTAL NO. aTY. UNIT PRICES IN WURDS PRICE PRICE 58. 1294 L.F. Roadside Underdrain including excavation, bedding, placement and backtill, complete and in place, per lineal foot (see detail sheet 12). 3b 11 3~3~ ? 8~ 9~ nit Price - Words) s 59. 100 L.F. Gas Line Retocation in the event of storm drain or utility conflict or to mainiain adequate cover, complete and in place, per lineal foot (to establish unit cost only). 53 Z ni1 Price - Words) 60. 100 L.F. Telephone Llne Relocation in the event of storm drain or utility conflict or to maintain adequate cover, compiete and in place, per fineai foot (to estabiish unft cost only). C U it Price - Words) EIs. 100 L.F. Cable N Line Relocation in the event of storm drain or utility conflict or to maintain adequate oover, comptete and in place, per iineal foot (to establish unit cost only). fWQ,j i~45 31 <~0 23s~Z u tit Pricg - woras) 62. 100 L. F. Electric Line Relocation in the event of storm drain or utitity conflict or to maintain adequate cover, compEete and in pisce, per lineal foot (to establish unit cost only). 111"414 „IS 3.~Z~y zI3 S 3~ Unit rice - Words) It .+43120G 1277101 ftmr Dsml3pwn-2006NtEdanAirn iU200l-0S RsNqd BID SCl1EDULEdoc 14 EAGLE RIVER WATER AND SANITATION DISTRICT BEAVER DAM SEWER & WATER REPLACEMENT BASE BID SCHEDULE 1TEM EST.DESCRIPTION AND UNlT UNlT TOTAL NO. QTY. t UNIT PRICES iN WORDS PRICE PRICE HCE CONDUI7 INSTALLA110N ITEMS: AIl conduit and vaults shaN be aupplied by HCE. Contractor !s reaponsible for coordination, instaltation, labor and associated labcx materials. For the puxposes of Appropriate biiling, the District requests the separate bid value for the below items associatsd with any and a11 work due to HCE's conduit and vault instatlation. These values below SHOULD NOT already be included in similar bid items for sewerlwater line work. For the condu(t work the contractor may lay the 4" pfastic conduit in the same trench as the waterline keeping 4` livAkorrtal dlstance, or may instalf in an entirely separate trench, or some combination of both. A proposed alignment ia shown. CONTRACTOR MUST SUBMIT HIS PROPOSED METHOD WITH THE BID. HCE wt{I review the bids for their items separately to deternnine if they will praceed with the contract. The District reserves the right to remove HCE Bid Itema from contracL L t 63. 3150 L.F. Conduit Trenching per HCE specfficatioris, inciuding excavation, dewatering, bedding. For separate trench from wateriine trenching, to 48" depth of cover, backfill, compaation and any addltional St i paving or surface feature removat & disposal, per linear foo#.SO J t;, ~ 10 13i1o a1; ,Wit Price - Words) s• t E 4.1,F, Concrete Vaults per HCE specifications, installation of their vautts at the i design locations, excavation & surface restoration, per each. i I, mtq ~ 16r~c9 D Unit Price - Words) 65. 6015 L.F. 4" PVC Elechical Conduit per HCE specifications, installation of their 4' plastic conduit(s) at the design locations, per If. Dw,. 26-1 (eO L-_ $q s ~ Unit Price - Words) i~l VI~'.~~ iS~ t?~S~t~ 0'~ j~" ~ I~ e~ ~~-~"~l wajw p~ r~~ I ZN ~ yn, r ntzaoe-os raavn.e eio 3CHEDULE.dx t~ EAGLE RIVER WATER AND SANITATION DISTRICT BEAVER DAM SEWER & WATER REPLACEMENT BASE BID SCHEDULE ITEM EST.DESCRIPTION AND UNIT UNITPRICE TOTA PRICE N0. QTY. UAIIT PRICES IN WORDS TOTAL BA$E , FOR AU. ITEMS: f~l f 6 0 wrkten) TOTAL BASE BID: $_3,, n eric) Submitted by:v`~ ' ~ • L~• t=npamr> Submitted by- sigmtwe) C IN9 OT AUihON2ld FA1SOfMw) oate of bid:e - x~ . r h% '00312C.i32ilWt BMret Gam\Spsm4WtAddwWum /1?IOOLOS RawUd BID 3Ci1EDULEdx 18