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HomeMy WebLinkAboutPrebid - BID - 5954 TIMBERLINE ROAD WIDENING (2)ATTENDANCE RECORD PREBID CONFERENCE Project: 5954 Timberline Road Widening Project Time: 3:00 p.m.Date: February 14, 2006 Location:281 N. Colleae Ave. Room A PRINT PRINT ADDRESS TELEPHONE FAX # E-MAIL ADDRESS NAME FIRM NAME 7444C,�5 Garr 4100 �ra�OGho� �/i'//�e5 l�il� 303' 6596 - 34�)3 - An- J j��o/o cv- e4W CLA AJe-5 P a. Sox- '� �5 ,rV ),C, (,v£�l i.v��ci.J� GU 3(E,3�- 3�� GA.rNe55a, -v)'G0 Cr'�rr,p y I� /'ii`f6kI LfT-rL-e P-p_S0Urc'eS 4, uU C, 140., ,+,pny ji.d��, ?7D LL3 30�t ?7oZP3 3MI h�4,�`{,�CnHnLl%SO�r:.PiS.CG61'ti C6 `b'l65-!o J .�1'ah V�(�✓✓Li G/e,� - �� f! 11 jMr,4 rregC�G�n sc/� RC.7Jw'cc). �l� Nye ►l C-wrr" I S.Co�.r..'1� �i�-L-L9 - -6b - �br+Zet�ell a ter,"1 13 �60 =. HIGHLIGHTS FRO GENERAL CONDITIONS AND GENERAL REQ'S: ♦ WARRANTY: o The Contractor will be required to warranty the street improvements 2 years after date of final acceptance. ♦ CONSTRUCTION HOURS: o The operation of all machinery and vehicles must take place between the hours of . 7:00 A.M.thru 6:00 P.M. • The Contractor may request extended hours The requests must be approved by the City of Fort Collins 3 days prior to any work. HIGHLIGHTS FROM GENERAL CONDITIONS AND GENERAL REQ'S: ♦ CONSTRUCTION SURVEYING: o Provided by the Contractor o Lump Sum Bid ♦ TRAFFIC CONTROL: o Provided by the Contractor o Lump Sum Bid ♦ GEOTECHNICAL AND MATERIALS TESTING: o Provided by the Owner. It will be the Contractor's responsibility to schedule the testing. HIGHLIGHTS FROM GENERAL CONDITIONS AND GENERAL REQ'S: ♦ PROJECT MEETINGS: o Once a week at the construction trailer located on site, time to be determined. The TCS will be required to attend all weekly meeting. ♦ PROGRESS AND SCHEDULE REVISIONS: o Schedules shall be updated weekly. The Contractor may be required t submit additional schedules depending on the progress of the project. ♦ HAUL ROUTES: o Arterial and Collector streets only. Contractor will not be allowed to use residential streets to access the site with trucks hauling materials. HIGHLIGHTS FROM GENERAL CONDITIONS AND GENERAL REQ'S: ♦ SITE CLEAN-UP: o The construction work and progresses shall be kept and accomplished in a neat, clean and orderly fashion. SITE COORDINATION WITH OTHER CONTRACTORS ♦ CARGILL IRRIGATION o Contractor will need to coordinate with Ditch owner to make sure that ditch is open and running by April 15. ♦ COMCAST CABLE: o Will need to coordinate with Comcast Cable on installation of new facilities. ♦ XCEL ENERGIES (GAS) o Work with Xcel High Pressure Gas to assure safe conditions during construction over their 8" High Pressure Gas main. ♦ XCEL ENERGIES (ELECTRIC) o Coordinate with Xcel Energies and the City of Fort Collins Utilities on the removal of the Overhead Power lines along the west side of Timberline. TRAFFIC CONTROL AND WORK AREA SAFETY: ♦ TRAFFIC CONTROL: o The traffic control for this project will be paid for by the Lump Sum to the Contractor and will include all costs for the traffic control associated with this project. o Detailed Traffic Control Plans are available for o Bridge Work o Bi-Directional Closures o Lane Drops on Prospect TRAFFIC CONTROL AND WORK AREA SAFETY: ♦ TRAFFIC CONTROL: o Traffic Control Plans must be submitted and approved 72 hours prior to the start of construction and before making each modification. o Full road closures will not be allowed. o Bi-directional traffic closures will be allowed thru our Traffic Control Coordinator and must be submitted 3 weeks prior to any work being done. o Local Residential Access: o Local access must be maintained at all times for the residents along Timberline Road. o Business access must be maintained at all times for the business owners along Timberline and Prospect Road. c City of Fort Collins will coordinate with the homeowners and business owners so driveways can be closed for short oerlods of time, A1� TRAFFIC CONTROL AND WORK AREA SAFETY: ♦ WORK AREA SAFETY: o The Contractor Shall provide, at the Contractor's expense, all work area safety control devices, such as barricades and safety fence around all excavations, trenches and drop offs. HIGHLIGHTS FROM SPECIFICATIONS: ♦ Removals: • 202-01 Remove FPe (RCP,CMP,PVC) • various tkn,-Shown on Plans HIGHLIGHTS FROM SPECIFICATIONS: • Removals: 202-02 Remove Curb a Guttar a Prospect Road HIGHLIGHTS FROM SPECIFICATIONS: • 202-03 Remove Sidewalk, Cross pan, Driveway o Praapa Road HIGHLIGHTS FROM SPECIFICATIONS 202-04 Rotomill Asphalt (0'to 3") Prospect Road HIGHLIGHTS FROM SPECIFICATIONS 202-05 Remove Asphalt Pavement (4Y2- -5%:') Timberline Road r SPECIFICATIONS 202.06 Remove Asphalt Bike Path Pavement Remove from Spring Creek Bridge HIGHLIGHTS FROM SPECIFICATIONS 202-07 Remove Concrete Median and 18" Outfall Curb Prospect west of Timberline HIGHLIGHTS FROM SPECIFICATIONS 202-08 Remove Parapet Walls and Railing HIGHLIGHTS FROM SPECIFICATIONS 202-09 Remove Irrigation Strictures Timberline Road & Police Facility Various Locations on project HIGHLIGHTS FROM SPECIFICATIONS 202-10 Remove Fence (Various Types) HIGHLIGHTS FROM SPECIFICATIONS 202-11 Remove Existing Area Inlets HIGHLIGHTS FROM SPECIFICATIONS 202-12 Remove Bollards (Various Locations) -- R HIGHLIGHTS FROM SPECIFICATIONS 202-13 Remove Sprinklers Q Gas Meter Station HIGHLIGHTS FROM SPECIFICATIONS 202.14 Remove Existing Sidewalk Chase Southside of Prospect West of Timberline HIGHLIGHTS FROM SPECIFICATIONS 202.15 Remove Light pole Bases (Top 3' and Haul Off -Site) HIGHLIGHTS FROM SPECIFICATIONS 202-16 Remove Temporary Roadway for Traffic Detour • This item will include all materials and workmanship to remove all Temporary Asphalt that has been placed for traffic detours during the entire project. SPECIFICATIONS 202-17 Remove Landscape Timbers HIGHLIGHTS FROM SPECIFICATIONS 202-18 Remove Water Service Abandon at Main ATTENDANCE RECORD PREBID CONFERENCE Project: 5954 Timberline Road Widening Project Time: 3:00 p.m.Date: February 14, 2006 Location:281 N. Colleae Ave. Room A PRINT NAME PRINT FIRM NAME ADDRESS TELEPHONE FAX # E-MAIL ADDRESS kelIx Sfe-ek ��� C /gam' � /KF�Gr;/� .0 ���J 6 xJ Xeliy, 5ieek —N4 .� Jc5>0 qbp f-�r7be ��-q 440 _44Sr�M CoAJsTP�ToRS,� /40• BOX 336638 4Aff�tEyy 0 qW q _83oZ,3 q7o 3f/6"8�a44 9MMjr& 77 fW C^ r4UC 8�633 t ll,,IkrJ 40cess?D- 085� ✓tir�i L eo.+.c.sf, net zzL- �i'(.tetn �G11S CF�fi - �� �l lJ' �d�-�yC �G ZZI �% ZZ(-li3?8 LrS� ol.Cawti T�� L/�}►��� �ir� ��°- zi ti- CU��dz Zz� - CCc� Tt,/i+�G,& -P0670v,00r77 h A n `?�jVn ()AfjVjg1 Ikk-evGuYy-L.Uu LZ P r4--(,, L� Csu 6t1/-zzo/ 22-l-OYOV e2OA)9 /4y�!s vYlrrcury-yYJacCva HIGHLIGHTS FROM SPECIFICATIONS 202-19 Remove Rip -Rap Areas HIGHLIGHTS FROM SPECIFICATIONS 202-20 Remove FES HIGHLIGHTS FROM SPECIFICATIONS 202-21 Remove Gravel Driveways HIGHLIGHTS FROM SPECIFICATIONS 202-22 Remove Landscaping in North Median @ Drake and Timberline Intersection HIGHLIGHTS FROM SPECIFICATIONS 202-23 Remove Existing Concrete Curb -Cut and Channel HIGHLIGHTS FROM SPECIFICATIONS 202-24 Abandon Existing Area Inlet, Cap Existing 4" Pipe at each and HIGHLIGHTS FROM SPECIFICATIONS 202-25 Remove Existing COFC Fire Hydrant Sta: 37+45.84 HIGHLIGHTS FROM SPECIFICATIONS 202-26 Abandon Existing Curb -Stop and Water Meter @ Main HIGHLIGHTS FROM SPECIFICATIONS 202-27 Remove Existing 15' Type R Inlet HIGHLIGHTS FROM SPECIFICATIONS 202-28 Remove Existing 5' Type R Inlet HIGHLIGHTS FROM SPECIFICATIONS 202-29 Remove Existing 5' Type R Inlet Top HIGHLIGHTS FROM SPECIFICATIONS 202-30 Remove Tree Stumps (Avg. Width = 48`) C�?�- l HIGHLIGHTS FROM SPECIFICATIONS 203-01 Unclassified Excavation (Includes Slope + Detention Ponds) Timberline Road & Police Facility HIGHLIGHTS FROM SPECIFICATIONS 203-02 Embankment (CIP) HIGHLIGHTS FROM SPECIFICATIONS 203-03 Borrow Suitable Fill Material HIGHLIGHTS FROM SPECIFICATIONS ♦ 203-04 Topsoil (Stripping, Stockpiling, Placing) Top 6" Timberline Road & Police Facility ♦ 203-05 Muck Excavation ♦ 203-06 Borrow ABC (CL 5 or CL 6) ♦ 203-07 Median Splash block Shaping (CIP) HIGHLIGHTS FROM SPECIFICATIONS • 203-08 Flow -fill Shallow Utilities ♦ 203-09 Median Fill ♦ 203-10 Import Topsoil (Screened) - 3" Deep Timberline Road & Police Facility ♦ 203-11 Swale Grading,Shaping Blue Tops HIGHLIGHTS FROM SPECIFICATIONS ♦ 203-12 Regrade Irrigation Ditch ♦ 203-13 Potholing ♦ 203-14 Temporary Roadway for Traffic Detour ♦ 203-15 Flow -fill Under-neath Exposed Aggregate,for Glue Down Median HIGHLIGHTS FROM SPECIFICATIONS ♦ 203-16 Flow -fill Underneath Exposed Aggregate on the Prospect Median HIGHLIGHTS FROM SPECIFICATIONS 206-01 Structure Excavation S 1� HIGHLIGHTS FROM SPECIFICATIONS • 206-02 Structure Backflll (On -site Fill) ♦ 206-03 Structure Backfill (Flow -fill) • 206-04 Dewatering ♦ 206-05 Haul and Dispose ♦ 206-06 Structure MucK Excavation HIGHLILGHTS FROM SPECIFICATION Timberline Road and Police Facility • 208-01 Erosion Control ♦ 208-02 Straw Bales (Sets of 4) •208-03 Soil Retention Blanket (Photo Dissolve) HIGHLIGHTS FROM SPECIFICATIONS Timberline Road 8 Police Facility • 210-01 Adjust Manhole Frame • 210-02 Modify Manhole • 210-03 Adjust Water Valve ♦ 210-04 Relocate Mailboxes HIGHLIGHTS FROM SPECIFICATIONS 210-05 Relocate COFC Water Meter, Manhole, and Sprinkler HIGHLIGHTS FROM SPECIFICATIONS 210-07 Relocate CP Test Station SPECIFICATIONS 210-06 Relocate 3 Rail Dowel Fence HIGHLIGHTS FROM SPECIFICATIONS ♦ 210-09 Irrigation Service 1" HIGHLIGHTS FROM SPECIFICATIONS 210-10 Raise Existing Fire Hydrant (Approximately 12") HIGHLIGHTS FROM SPECIFICATIONS 210-11 Relocate COFC Vert Pipe PVC Pipe IL .it G, - ATTENDANCE RECORD PREBID CONFERENCE Project: 5954 Timberline Road Widening Project Time: 3:00 p.m.Date: February 14, 2006 Location:281 N. Colleae Ave. Room A PRINT PRINT ADDRESS TELEPHONE FAX # E-MAIL ADDRESS NAME FIRM NAME V/UZ17,D RjEXUTI9L 62Y56 Eis�sT Q70- 667 h 970-C67- TBXW�UzJj 6�Z�.vDT NZGi�G•�/9Y %�/ �i�ZEE i 36090 393v y,�l/�.UoxCaGL.c=-S- aL" Lo�F���ca0. c0 F3c�s 3�3 V,s io U- 9� J - 970 `67 1-970-(P67 f3v1- ? • �A AV60 Co 30 �75'3 FS t1��ecc•ic ad"l ���� ��� -'�o� � � �txk,jNS , e� VaF LUrJ��Il �D� F � • �-�x_�--� wS , �o �SUS�-y aa-4 - co (t� L) b L,a �Ev�lr L (-��uE� LoNNF�� 2F5o�ec�i t430�rG 44-•Atc<�r z23-3jsf Z23-319( j� EcEe�covtie�� v2 Fi` 60[f toy IGH �C?�IrtS L�-�ecrr�� I8 w m Ta F4- 4M o 40-7-3903 {�,cH.Dwe,,a(^cuLat�.-NA•co: �DSz 2-2 HIGHLIGHTS FROM SPECIFICATIONS 210-13 Relocate Existing Water Manhole (34' of DIP) HIGHLIGHTS FROM SPECIFICATION Timberline Road & Police Facility ♦ 304-01 Aggregate Base Course - (CL 5 or 6) - 9" Depth - (CIP) ♦ 304-02 ABC - (CL 5 or 6) - 9" Depth - (CIP) - Patch Placement • 304-03 Shouldering - (CL 5 or 6) - 4" Depth - HIGHLIGHTS FROM SPECIFICATIONS Timberline Road & Police Facility • 306-01 Sidewalk Preparation HIGHLIGHTS FROM SPECIFICATIONS Timberline Road & Police Facility ♦ 307-01 Fly Ash Sub -grade Stabilization HIGHLIGHTS FROM SPECIFICATIONS Timberline Road & Police Facility ..]a])n. 6..nn66-(]'D )- (pa ..-]. M]-.]6.. 6..GI.y.6-(]-6M.)-(.6..- b]A] MV 6..Nq 6 - (]' D.0.) - (T.n.M..ry) . ..]-M MP h h-6..MM S W 6.N.) (v6 w2.) 40345 6.Y(.)Map M-]]Y1.Ic.-6.NIY f6-(]- 6.gy1.1- (e6 M-].) wN-.)IIN(P.:M]])NTA-6..mM.6-H' I y/^ (f r p P4,X/01 HIGHLIGHTS FROM SPECIFICATIONS ♦ 412-01 Concrete Paving (10" Thick) o Caution Is at ]owe Drive and aroc rnan Drive on Timberline HIGHLIGHTS FROM SPECIFICATIONS • 502-01 Pile Driving (HP 12 X 53) • 502-02 End Plates and Tips HIGHLIGHTS FROM SPECIFICATIONS Timberline Road & Police Facility • 506-01 Rip Rap 150X50X3 • 506-02 6X6X18 Type L Rip Rap with 6" Topsoil Cover • 506-03 8XSX24 Type M Rip Rap • 506-04 24" Hand Placed Type M Rip Rap per Spring Creek Trail Detail 10 HIGHLIGHTS FROM SPECIFICATIONS ♦ 515-01 Waterproofing Membrane HIGHLIGHTS FROM SPECIFICATIONS • 601-01 Bridge Extension for Spring Creek •Paid for Lump Sum o Dowels, Drilling and Epoxy Grouting are included in price •Removal of Parapet Wall and Railing HIGHLIGHTS FROM SPECIFICATIONS ♦ 603-01 18" Class III RCP ♦ 603-02 24" Class III RCP • 603-03 30" Class III RCP • 603-04 36" Class III RCP ♦ 603-05 19X30 HERCP Class III HIGHLIGHTS FROM SPECIFICATIONS • 603-06 15" Class III RCP FES ♦ 603-07 18" Class III RCP FES • 603-08 24" Class III RCP FES HIGHLIGHTS FROM SPECIFICATIONS Timberline Road & Police Facility ♦ 603-09 Tie 19" X 30" HERCP to Existing )unction Box ♦ 603-10 4" PVC Schedule 40 Irrigation Sleeving • 603-11 4" Median Under Drain Pipe System (Perforated Pipe Wrapped in Weed Barrier) • 603-12 4" Median Under Drain Pipe System (Solid Pipe) ,•, HIGHLIGHTS FROM SPECIFICATIONS • 603-13 Tie 30" RCP to Existing Area Inlet ♦603-14 Bore (@22' Deep) 12" PVC Sanitary Sewer across Timberline Road • 603-15 15" Class III RCP ♦ 603-16 18" Class III RCP- FES with 14" Orifice Plate;a HIGHLIGHTS FROM SPECIFICATIONS ♦ 603-17 4" Under Drain Connection ♦ 603-18 14X23 HERCP Class III ♦ 603-19 14X23 HERCP Class III - FES ♦ 603-20 3" Perforated Pipe wrapped in weed barrieLA HIGHLIGHTS FROM SPECIFICATIONS Timberline Road & Police Facility ♦ 603-21 8" PVC Sewer (22- 24 Feet Deep) ♦ 603-22 10" PVC Sewer (22-24 Feet Deep) • 603-23 6" PVC Sewer Service (22-24 Feet Deep) ♦ 603-24 24" Class III RCP ♦ 603-25 27" Class III RCP HIGHLIGHTS FROM SPECIFICATONS Timberline Road & Police Facility ♦ 603-26 18" Class III RCP ♦ 603-27 Concrete Encasements ♦ 603-28 27" Class III RCP - FES ♦ 603-29 21" PVC Irrigation Pipe ♦ 603-30 Pipe Headwall with Trash Rack HIGHLIGHTS FROM SPECIFICATIONS Timberline Road & Police Facility ♦ 604-01 5' Type R Inlet • 604-02 15' Type R Inlet ♦ 604-03 Modified 15' Type R Inlet ♦ 604-04 4' Dia. Manhole • 604-05 5' Dia. Manhole v 604-06 Irrigation Ditch Box Connection ♦ 604-07 Area Inlet Lids (Grated Top) MA HIGHLIGHTS FROM SPECIFICATIONS Timberline Road & Police Facility ♦ 604-08 Concrete Sidewalk Culvert (10') - on existing curb • 604-09 Concrete Sidewalk Culvert (5') ♦ 604-10 10'Type R Inlet ♦ 604-11 Concrete Cap (Per Detail) • 604-12 Concrete Headwall (Per Detail)_ HIGHLIGHTS FROM SPECIFICATIONS ♦ 606-01 Guardrail ♦ 606-02 End Anchor HIGHLIGHTS FROM SPECIFICATIONS ♦ 607-01 3 Rail Dowel Fence with no climb fabric • 607-02 Orange Safety Fence HIGHLIGHTS FROM SPECIFICATIONS Timberline Road & Police Facility • 608-01 7' Detached Concrete Sidewalk (6") • 608-02 Attached Concrete Sidewalk (6") - Width Varies • 608-03 Concrete Access Ramps (8") with Truncated Dome Warning Panels • 608-04 Concrete Drive Approach and Concrete Driveway (6") HIGHLIGHTS FROM SPECIFICATIONS Timberline Road & Police Facility ♦ 608-05 Pedestrian Refuge Islands (6") • 608-06 Hi -Early Concrete (24 HR.) • 608-07 Flowable Fill Concrete ♦ 608-08 Colored Concrete Bike Path (5" Fiber mesh) ♦ 608-09 4.5' Detached Sidewalk (6" Thick) HIGHLIGHTS FROM SPECIFICATIONS Timberline Road & Police Facility • 609-01 Vertical Curb and Gutter • 609-02 Outfall Curb & Gutter • 609-03 Rollover Curb and Gutter ♦ 609-04 Driveway Curb Cuts (30' Wide) • 609-05 Concrete Median Curb (Epoxied) HIGHLIGHTS FROM SPECIFICATIONS ♦ 609-06 Exposed Aggregate Concrete Median Splash block for Glue down Median ♦ 609-07 Exposed Aggregate Concrete Median Splash block (4") ♦ 609-08 R&R Vertical Curb and Gutter ♦ 609-09 R&R Concrete Sidewalk ♦ 609-10 R&R Splash block HIGHLIGHTS FROM SPECIFICATONS Timberline Road & Police Facility • 619-01 8" DIP CL-52 Water Main • 619-02 24"X8" Tapping Saddle ♦ 619-03 8"X2" Blow -off w/thrust block • 619-04 8" Gate Valve and Box • 619-05 1" Copper Irrigation Service HIGHLIGHTS FROM SPECIFICATIONS Timberline Road & Police Facility • 619-06 1" Curb Stop ♦ 619-07 1" Meter Pit w/3/4" Yoke • 619-08 1" Corp Stop ♦ 619-09 6" DIP (CL-52 Water Main) ♦619-10 Fire Hydrant Assembly (Per Detail) HIGHLIGHTS FROM SPECIFICATIONS Timberline Road & Police Facility ♦ 619-11 8"X8"X6" Swivel Tee ♦ 619-12 6" DIP CL-52 Water Main ♦ 619-13 6" Gate Valve and Box • 619-14 8"XB" Cross • 619-15 2" Copper Service • 619-16 2" Curb Stop • 619-17 8" DIP Waterline Lowering HIGHLIGHTS FROM SPECIFICATIONS Timberline Road & Police Facility • 630-01 Type III Barricades ♦ 630-02 Message Boards ♦ 630-03 Jersey Barriers (25 Barriers for Approx. 4 months) ♦ 630-04 Flaggers • 630-05 Traffic Control ATTENDANCE RECORD PREBID CONFERENCE Project: 5954 Timberline Road Widening Project Time: 3:00 p.m.Date: February 14, 2006 Location:281 N. Colleae Ave. Room A PRINT NAME PRINT FIRM NAME ADDRESS TELEPHONE FAX # E-MAIL ADDRESS / / AdJc�e� C��STCr-C67'?L'�v s.C,le �7-CGt��ti S 970 970 1Kc[.ou6N�AY+.TNI tj j ©fFG✓St�t/ �p�c ►�uk��rts;,� c qC� q'70 / `y7d ^/y t f�I�ic�°F�'jvv.cv,.. ) HIGHLIGHTS FROM SPECIFICATIONS ♦ Traffic Phases • Phase I - Bridge Closure for Parapet Removal and set Jersey Barriers and Bike Path Removal - Sunday Work ♦ Phase 2 - Southbound Bi- Directional Closure - Closed ♦ Phase 3 - Northbound Bi- Directional Closure - Closed ♦ Great Western Railroad ♦ Full Intersection Closure on a Sunday for Intersection Paving HIGHLIGHTS FROM SPECIFICATIONS BI-Directional Closure Southbound 1 1 a � i 1 1 i BI-Directional Closure — Northbound g's ice} I+r _ 1 it ^ ti b Spring Creek Trail Detour x� — 1 HIGHLIGHTS FROM SPECIFICATIONS ♦ 2810-01 Irrigation • 2900-01 Patmore Ash ♦ 2900-02 Marshall Ash • 2900-03 western Catalpa ♦ 2900-04 Curleaf Mountain Mahogany • 2900-05 Pawnee Buttes Western Sand Cherry • 2900-06 Bright Red Shrub Rose • 2900-07 Morden Sun Rise Rose HIGHLIGHTS FROM SPECIFICATIONS • 2900-08 Hughes Juniper • 2900-09 Buffalo Juniper • 2900-10 Broadmoor Juniper • 2900-11 Landscape Cobbles CL P 6"-9" Size • 2900-12 MSE 8"-18" Block Wall • 2900-13 Topsoil - 60/40 Compost mix for medians • 2900-14 Wood Mulch TIMBERLINE ROAD WIDENING PROJECT PRE -BID CONFERENCE JAN UARY 24, 2006 City of Fort Collins Engineering Dept. Street Oversizing Program INTRODUCTIONS ♦Street Oversizing Program: o Matt Baker -Program Manager 224-6108 o Craig Farver-Senior Const. Inp. 222-0854 o Mark Laken -Project Engineer 222-3546 o Quentin Egan-Const. Inp. 222-0860 INTRODUCTIONS ♦COFC DEPARTMENTS O 3ohn Stephen -Purchasing Agent 221-6777 o Don Bachman -City Engineer 221-6605 o Syl Mireles-Traffic Control Coord. 221-6815 o Bob Zakely-Watershed Env. Spec. 224-6063 o Ralph Zentz-Assistant City Forester 221-6302 INTRODUCTIONS ♦ City of Fort Collins Engineering o Matt Baker -Project Engineer o Craig Farver-Senior Construction Inspector o Interwest Consulting Group o Terry Rodrigue P.E.- o Bob Almirall P.E.- o Jon Lofton P.E.- o Stantec o Jim Allen -Morley P.E.- ATTENDANCE ♦ Please be sure to realster ♦ BID OPENING When: February 14, 2006 Where: 215 North Mason Street (2^d Floor) IMPORTANT MILESTONES ♦ AWARD CONTRACT o Approximately the fourth week In February • PRE -CONSTRUCTION MEETING o Mandatory Meeting Prior to Start of Construction o Date to be determined after contract Is awarded • CONSTRUCTION START DATE o March 6, 2006 o Contract allows 172 Working Days ♦ SUBTANTIAL COMPLETION o October 31, 2006 • FINAL COMPLETION o Maximum allotted time a 30 working days following completion SUMMARY OF WORK ♦ Timberline Road Widening Project o The Improvements for widening Timberline Road from Drake Road on the South to Prospect Road on the North then approximately 1500 feet north of the Prospect and Timberline Intersection. Also adding turn lanes on Prospect Road and upgrading medians In Prospect from the Great Western Railroad Tracks on the West to the Spring Creek Bridge on the East and widening out the entire intersection and upgrading the traffic lights. Also Included with this project will be the addition of Medians on Timberline Road from Drake Road to the end of Integrated Equities Property. This project will construct the Perimeter roads for the new City of Fort Collins Police Services Facility. Spring Creek Bridge on Timberline will be widened to the west approximately 85 feet. CONSTRUCTION DOCS: TIMBERLINE ROAD WIDENING PROJECT o Designed by Interwest Consulting Group • Sheet #'s 1-94 ♦ Spring Creek Farms North Perimeter Roads o Designed by Stantec Engineering • Sheet it's 1-25 HIGHLIGHTS FROM GENERAL CONDITIONS AND GENERAL REQ'S: ♦ SUPERINTENDENTS: o The General Contractor ShALL-employ a full time Superintendent whose sgj_e responsibility is to monitor and coordinate all facets of the work ♦ LIQUIDATED DAMAGES: o SUBSTANIAL COMPLETION: o The contractor will be given 172 working days to substantially complete the project. Substantial completion shall be defined as the completion of all earthwork, pavement, concrete work, striping, signage, landscaping and any other pertinent items as required for this project. The roadways must be opened to traffic. If the Contractor goes past the 172 working days, damages in the amount df $5,500.0 for each working day will be assessed. , V J 6 !Z K i ✓� `�t aC f, S I'/