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HomeMy WebLinkAboutPrebid - BID - 5958 EAST PROSPECT ROAD IMPROVMENTSATTENDANCE RECORD PREBID CONFERENCE Project: 5958 East Prospect Road Improvement Time: 3:00 P.M.Date: February 22, 2006 Location: PRINT NAME PRINT FIRM NAME ADDRESS TELEPHONE FAX # E-MAIL ADDRESS JD.�+w�T`zW94- C©FC A4-"04-+5%^ y S` P44 �F`07o-v,r 009 S.�n)/clo��yh t'O✓ } tdJ/ni 80SI1 `/�7_cgzz V(57-636�' rq I�� I^ 13c�L - -4-Prc Highlights from General Conditions and Technical Specs ■ Liquidated Damages is Project Constructed under Traffic • Milestone Completion - $1080.00 for each calendar day after October 13, 2006 • Substantial Completion - $1080.00 for each calendar day after April 20, 2007 • Final Completion - $500.00 for each calendar day afterJune 8, 20M • Project Constructed with Full Road Gosure • Substantial Completion - $1080.00 for each calendar day after October 13, 2006 • Final Completion - $500.00 for each calendar day after December 15, 2006 Site Coordination with Other Utilities ■ Xcel Energy ■ Overhead electric to be relocated underground (in Process) ■ Gas line relocation ■ City of Fort Collins ■ Light and Power lines to be relocated ■ Traffic Operations ■ Qwest ■ Pedestals and lines to be relocated Site Coordination with Other Utilities • Boselder Sanitation District ■ Existing sanitary sewer line to receive contractor installed CIPP lining. ■ Anheuser Busch • Coordination during contractor relocation of force main • Platte River Power Authority • Coordination during contractor relocation of force main ■ ELCO Water District is Coordination while ELCO removes and abandons their water lines 7 Traffic Control and Work Area Safety ■ Traffic Control ■ Traffic Control will be bid by Lmp Sum to the Contractor and will include all costs for the traffic control associated with this project. ■ Keep in mind that there will be 2 bids, project constructed under traffic and project constructed with full road closure. Traffic Control and Work Area Safety ■ Traffic Control for Construction Under Traffic is Existing road will be used while a new south half is constructed • Need to develop traffic control plans accordingly • Up to 4 fill road dosurui will be allowed under this scenario. • Total closure data shall not exceed 15 oilendar days combined. • Can be used for any phase of the project is Anticipated for the inealbuion of thr 2 fora mxins, xnd the top lift paving. in Traffic Control plans must be submitted and approved 72 huurs prior to the stain of construction and before making any modifications Traffic Control and Work Area Safety ■ Traffic Control for Construction with Full Road Closure ■ Construction will occur while Prospect is under a full road closure is Includes closures of Natural Area's parking lots ■ No local residents ■ Need to develop traffic control plans accordingly ■ Traffic Control plans must be submitted and approved 72 hours prior to the start of construction and before making any modifications Traffic Control and Work Area Safety ■ Work Area Safety ■ The Contractor shall provide, at the Contractor's expense, all work area safety control devices necessary for the successful completion of the project. Typical Cross Sections ME ems= - iF=.. Highlights from Specifications ■ Removals • Removal of Building Structure • Removal of Asphalt Pavement ■ Asphalt Milling (9'-Y Highlights from Specifications ■ Removals (cont.) ■ Removal of Barbed Win: Fence ■ Removal of Buck & Rail Fence (Stockpile) ■ Removal of 2-Rail Fence (Stockpile) Highlights from Specifications ■ Removals (conc.) • Remove Sidewalk • Remove Curb & Gutter Highlights from Specifications ■ Removals (cont.) ■ Air Vac on Anheuser Busch line. 10 Highlights from Specifications ■ Embankment ■ 48,823 CY ■ Excavation ■ 32,808 CY ■ Stockpiles ■ N. Stock (1) — 7,109 CY • S. Stock (2)—12,293 CY ■ S. Stock (3) — 9,576 CY Highlights from Specifications ■ Stockpile Topsoil ■ Top 2" of topsoil to be removed from jobsite or buried within non structural — out of the ROW fill slopes ■ Next 6" of topsoil to be stockpiled Highlights from Specifications ■ Adjustment of City Water Valve Boxes and Manholes ■ To be per City Standards ■ See specs for details 11 Highlights from Specifications Tn lk wL,rnRd nm. npr w,R . cnn,�nr w..,,uvwL Kp<rkeu„k.wsng R,kr Adlu•umm� ofeako.g man,ak. • Con. a Enc. • N.d. io br don. .ovum. ckanna Lrnw Ru. and anod,er uMrt k k,e rRan IB" N¢ds ra be addreaud xa 6ca crnumadon itvn o(nc� project I g''vwc Highlights from Specifications ■ Anheuser Busch Force Main • 16" HDPE Force Main Replacement • Connector must submit eaperimce in installing line • Coordinate with Anheuser Busch • To be pumped to Boselder while line is down ■ Platte River Power Authority (PAPA) • 24" Steel Pipe, Concrete lined Force Main • Connector must submit experiencein imtdling line ■ Can be shut down for 30 days ■ Coordinate with PRPA ■ Testing Pressure = 700 PSI Highlights from Specifications ■ Project Fencing Single Rail Fenn • Txking plaec o(exianng Buck and Rail Fouc Buck and Rail Fmcc • Smckpded, to ba met xs dinned an Plana 4—Stand Barbed wire Fence • Top 2 antes BaArd • Botmm 2 airea $moor, • mmp, set on CE To be ,. then permancndr aer G" in ROW. r-- xnser r f.. CJstw•+"••-"� WIN r -iMarr•w mm T ' sett to 114 g Ma tileRY 12 Highlights from Specifications ■ Pavement ■ Hot Bituminous Pavement • Bottom Lift • 4" Thld:ness • Grding SG (100)(PG 58-28) ■ Top Lift • 2.5" Thlcknus • Grading 5 (Iott)(PG 64-28) ■ Milling of Summit View Dr./Prospect Intersection • Mill 0" to 3" • Pave "'top lift with Grading S (100)(PG 61-28) Highlights from Specifications ■ L-Path Structure ■ Location • Approsirtumly mid -project • Consists of. • Abutment Caissons • Pies Caissons • Abutments, Pier Caps • Prtstressed Cancrete Girders • 5" Brdge Dec, • Bridge Railings Highlights from Specifications ■ L-Path Structure (cont.) ■ Phasing • Under Traffic • Built in hJva • $cs Oi•grams • Full Closure • 9u0h sll st onrr • Girders • Cnncal Path Line Item • Concrete • Caissons — Class BZ • Bridge —Cles 13 Highlights from Specifications ■ L-Path Structure (cost.) • Bridge Railing • Modaed Mi nunum Rail • Stone Veneer • Structural Concrete Coating • Waterproofing Membrane • placed poor to paving asphalt top lift on bridge deck Highlights from Specifications ■ Storm System ■ 18", 21 ", 24", 3W, 36" RCP pipe ■ See Diagram for Example: Highlights from Specifications ■ Various Concrete Minces ■ Sidelvalks, Curb & Gutter • Concrete Trail • 10' Wide, 5" Thick, Fibermesh Reinforced, Davis Color Yosemite Broan, 3500 psi ■ Sidewalk, Curb & Gutter • Modified Class B, 4000 psi,.l5marer/cemmr no 14 Highlights from Specifications ■ Landscaping ■ 4 types of seed mixes ■ Seed Mix A — Inside ROW lines and in medians • Seed Mix B — Outside ROW • Seed Mix C — Wetland Seed Mix ■ Seed Mix D — Bluegrass Mix ■ Irrigation ■ There rcill be no irrigation as part of this project • Conduits will be instilled Fos fumrc Irrigation systems Highlights from Specifications ■ Landscaping (cont.) ' ■ Wetlands Mitigation . • Ceotnliaed south of the 4 planned L-Path stmcmre _ 3 e Conclusion ■ Thank you for attending ■ Questions? ■ Field Visit? 15 ATTENDANCE RECORD PREBID CONFERENCE Project: 5968 East Prospect Road Improvement Time: 3:00 P.M.Date: February 22, 2006 Location: PRINT PRINT ADDRESS TELEPHONE FAX # E-MAIL ADDRESS NAME FIRM NAME L-1T�1 TsvvlC �" C—P-09 7u 3 a Ill OU ct Jun G. OLp Al�APAkoc UT14-17-liiS iNRRAST{gUcTvna� 'INC. I`t251 E. FRl;r 01gT qv Nct L=IcWOSA Co $blfl 301 519-86�5 303 friQO Z�$O +' Ja4tol;fir— co-% �3DS" /ia.ri�7r A.1 970. 223.31n q7V ZZ3.3/9l �'w4rrLN CI4ws11itf0►iyl HrMt+ SQL i �av n n GZ Say 1 pi�J� a 9-70 64e6, 970 � CAfNeSrJe1 VI GQ- �, jerViGG Go 363� 56`6 S05419 (2gA-D �E%F-F-�M�' r q/sod cz-4� q-'10��/� l�Nt�jA/rG �S UV1/4✓ / L4i?'el4.b( l.0 �R9 Y' iEh'A�D�r`A�.Gow9 ExCi4.U/4-r`/NG ATTENDANCE RECORD PREBID CONFERENCE Project: 5958 East Prospect Road Improvement Time: 3:00 P.M.Date: February 22, 2006 Location: PRINT PRINT ADDRESS TELEPHONE FAX # E-MAIL ADDRESS NAME FIRM NAME •c'/�f I/%Vege f1,,Pv Q1e/L /�F/C/N .f'%. • D.J'�e S. fir: �'a��•�r Cc. 9 M- -Q -MV: eoin , net- I 9 f j. 11 Steele Glq�tL/l / oe)IV7,41)41 k 9 J you 3�Y 1 Y' 3`rcz /��/� o s'tee/tom/ • -��-ten fzka- P O AI-L" C4 i.-t ; rs 4.4?,3. i (� �O l� �Gtt' cP �I Mo�,YWV1 � S �ACi�J EOx 05 ��0 18S-�1(�1 1�S- Z515 dou�mtV\�e0LC*llA�.net Pla-tkovi l Le $OtoS 1 Co 1,0 4P8 /O N tar-oq-n Ao L - CO -VV% C.v gozZ 3o3-�fL7-bgj(o Z7 East Prospect Roadway Improvements Poudre River Bridge to Summit View Drive Pre -Bid Conference February 7, 2006 City of Fort Collins Engineering Dept. Introductions ■ Project Team — City of Fort Collins ■ John Lang— Engineering/Design Manager ■ Kyle Lambrecht — Project Engineer ■ Joe Crabill — Project Inspector ■ Rob Hinz, Bennie Salgado — Project Sun,eyors Introductions ■ Other City Contacts ■ John Stephen — Purchasing • Don Bachman — City Engineer ■ Syl Mireles — Traffic Control ■ Bob Zackely — Emhronmental Specialist ■ Ralph Zmtz — Assistant Ciry Forester - Introductions ■ Project Team —Consultant ■ Stantec ■ Project Team —Testing ■ CTL Thompson Attendance ■ Please be sure to sign attendance form ■ Bid Opening When: February 22, 2006 - 3:00 PM Where: 215 Mason Street (2n'i Floor) Purchasing Department Construction Docs ■ East Prospect Road Improvements (Poudre River to Summitview Drive) ■ Designed by Stantec ■ Sheets 1-159 ■ East Prospect Road Improvements Specifications 2 Method to Obtain Plans/Specs ■ Plans are available for viewing at Purchasing or online ■ Contractor can purchase plans and specs from Mercury-LDO Method to Obtain Plans/Specs Bidding Options ■ Project will be bid with 2 construction options ■ Construct Project Under Traffic ■ Approximate Constna:uon Stan Date — Late March 2006 • Project Milestone — October 13, 2006 • Substantial Completion — April 20, 2006 ■ Final Completion —June 8, 2006 ■ Construct Project with Full Road Closure ■ Approximate Construction Stan Dare — Late March 2006 • Substantial Completion — October 13, 2006 • Final Completion — December 15, 2006 3 Differences in Bid Tabs ■ Schedule A vs. Schedule B ■ Traffic Control ■ Under Road Closed scenario, impact attenuators and concrete barriers removed a Less maintenance ■ L-Path Structure ■ Caissons ■ Class D Concrete ■ Mobilization Awarding of Project ■ The City of Fort Collins reserves the right to award either Schedule, whichever is in the best interest of the City ■ Schedule A — Construct Under Traffic ■ Schedule B — Construct Under Full Road Closure Project Location 4 Project Schedule ■ Construction Under Traffic — ScheduleA • Possible Schedule to Construct Project • Comwcror rcydrcd to develop con schedNc Or- -a "IYer t Project Schedule is Construction Under Full Closure —Schedule B • Possible Schedule ro Construct Projser • Comracror ct,itued to dnclop own schcdlc C�— Summary of Work • LPATH Structure which consists of superstructure and pre -cast girders sitting on top of abutments and piers. • Installation of approximately 49,000 CY of embankment material. Over 31,000 CY consists of unclassified excavation. Material is available and located in the vicinity of the project. • Arterial roadway demolition and reconstruction. Pavrcmrnt thickness is 12 :" total (6%=" asphalt concrete, 6" Aggregate Base Course). • Asphalt Mill (0".3" depth) and meday, (2" depth) intersection of Summir View Drive and Prospecr Road. • Installation of a reinforced concrete pipe storm sewer system ranging In pipe size from 18" to 36". • Lining of existing private saniottion sewer utility(1894 LF). • Relocation of 2 privately owned force mains • Coordination of required utility relocations. • Wetlands mitigation landscaping and area ofdistutbance seeding/restoration. • Installation of new 5" thick, 10' wide concrete trail (approximately 4,600 Sl' . • Construction of a new parking lot. • Traffic conrol for work listed above. • Other miscellaneous insets associated with the above listed work. 5 Highlights from General Conditions and Technical Specs ■ Construction Hours ■ The operation of all machinery and vehicles must take place between the hours of 7:00A.M. and 6:00 P.M, Monday through Friday. ■ The Contractor may request extended hours. • Requests must be approved by the City of Fort Collins a minimum of 3 days prior to any work. ■ Warranty • The Contractor will be required to warranty the street improvements 2 years after date of final acceptance. Highlights from General Conditions and Technical Specs ■ Construction Surveying ■ Provided by the City of Fort Collins ■ Request surveying at least 48 hours prior to when needed ■ Traffic Control ■ Provided by Contractor ■ Lump Sum bid ■ Inspection ■ Provided by City of Fort Collins Highlights from General Conditions and Technical Specs ■ Partnering Meeting Required ■ Pre -Con Meeting Required ■ Project Meetings ■ Weekly meeting to update project team on project status, nvo week look ahead, and upcoming esxnts ■ Project Schedule • Contractor required to submit prior to start of construction ■ Schedule shall be updated weekly a Pay Applications • Weekly quantity meetings J