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