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Home My WebLink AboutPrebid - BID - 5927 TRILBY ROAD AND ZIEGLER ROAD IMPROVEMENT PROJNo Text TRILBY ROAD AND ZIEGLER ROAD IMPROVEMENT PROJECT TRAFFIC CONTROL AND WORK AREA SAFETY: ♦ TRAFFIC CONTROL: - Traffic Control Plans must be submitted and approved 72 hours prior to the start of construction and before making each modification. - Full road closures must be submitted 3 weeks prior to any work being done. - Local Residential & Construction Access: • Local access must be maintained at all times for east and west bound movements where the following streets intersect Ziegler Road: - Trilby Road - Shallow Pond Drive • Construction access must be maintained at all times for the construction of Kinard Junior High School AVA TRAFFIC CONTROL AND WORK AREA SAFETY: ♦ WORK AREA SAFETY: - 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. i& 1 11 1 1. TRILBY ROAD AND ZIEGLER ROAD IMPROVEMENT PROJECT HIGHLIGHTS FROM SPECIFICATIONS: ♦ REMOVALS - 202-01 Remove Pipin (RCP,CMP,PVC) - (LF) - 202-02 Remove Vertical Curb and Gutter - (LF) HIGHLIGHTS FROM SPECIFICATIONS: • REMOVALS - 202-03 Remove Structure and Cap Pipe - (EA) i HIGHLIGHTS FROM SPECIFICATIONS: ♦ REMOVALS - 202-04 Rotomill Asphalt Pavement (5"-10" Depth) - (SY) TRILBY ROAD AND ZIEGLER ROAD IMPROVEMENT PROJECT HIGHLIGHTS FROM SPECIFICATIONS: ♦ REMOVALS - 202-05 Profile Mill 0"-2" - (SY) .111111:- HIGHLIGHTS FROM SPECIFICATIONS: ♦ REMOVALS - 202-06 Remove Existing Trees - (EA) HIGHLIGHTS FROM SPECIFICATIONS: ♦ REMOVALS - 202-07 Remove Fence (Various Types) - (LF) r, &N y a .�+�* TRILBY ROAD AND ZIEGLER ROAD IMPROVEMENT PROJECT HIGHLIGHTS FROM SPECIFICATIONS: ♦ REMOVALS - 202-08 Demo Existing Concrete Box - (EA) - 202-09 Remove Trickle Pan - (LF) � HIGHLIGHTS FROM SPECIFICATIONS: • REMOVALS - 202-10 Remove Type III Barrier - (LS) HIGHLIGHTS FROM SPECIFICATIONS: ♦ REMOVALS - 202-11 Remove Sidewalk - (SF) - 202-12 Remove Handicap Ramps - (SF) TRILBY ROAD AND ZIEGLER ROAD IMPROVEMENT PROJECT HIGHLIGHTS FROM SPECIFICATIONS: • EXCAVATION AND EMBANKMENT - 203-01 Unclassified Excavation - (CY) - 203-02 Embankment - (CIP) - (CY) - 203-03 Haul ® Dispose - (2(03-04 Borrow ABC (Tonss 5 or 6)- (CIP) - - 203-05 Muck Excavation - (CIP) - (CY) HIGHLIGHTS FROM SPECIFICATIONS: a MCAVAnCl Me, CMlANKMENT - 203-M Topsoil - (SMpying, Stdckpli-n99,� Placing) - 6' OepM (CY) - 203 02uT and Ha0oee(sniQpDingpte - (CY) Sha�ng(CIP)n (SF) dMardp! - 203 09 POMoling -(LS) - 203-I0 F1.1911 Over SM1allow UUlitld - (LF) TCY1 03-1Inin pOrt Screened (I ( ") - PdlMwav A.. - - 203-12 Clearing and C Wnng HIGHLIGHTS FROM SPECIFICATIONS: ♦ EROSION CONTROL - 208-01 Erosion Control - (LS) • Precautions must be taken to stabilize the work area Curing construction to minimize erosion. TRILBY ROAD AND ZIEGLER ROAD IMPROVEMENT PROJECT HIGHLIGHTS FROM SPECIFICATIONS: ♦ RESET STRUCTURES - 210-01 Adjust Manhole Ring/Cover - (EA) - 210-02 Modify Manhole - (EA) - 210-03 Adjust Valve Box - (EA) - 210-04 Modify Valve Box - (EA) HIGHLIGHTS FROM SPECIFICATIONS: ♦ AGGREGATE BASE COURSE - 304-01 Aggregate Base Course - (Class 5 or 6) - 6" Depth - (CIP) - (TON) - 304-02 Base Course Patch Placement - (Class 5 or 6) - 6" Depth - (CIP) - (TON) ♦ RECONDITIONING - 306-01 Reconditioning (8") Under Sidewalk- (SY) ♦ FLYASH SUBGRADE STABILIZATION - 307-01 Flyash Subgrade Stabilization - (12%) - 307-02 Flyash Subgrade Stabilization - (6%) HIGHLIGHTS FROM SPECIFICATIONS: ♦ HOT BITUMINOUS PAVEMENT 403.01 Not %Wentrout Pavament - Grading 5 - 100 (3-Depth) (PG "-xs) - (TON) 403-02 NIX Snummaue Pavement - Grading S - 100 (Y Depth) (PG 64-18) - (TON) 403-03 Aaphalt Paver Patrnlny - Grad hg SG - 100 (5- Depth) - (PG 54-28) - (TON) 403-04 "phax Levefing Cpurae - Grading SG - 100 (PG 3414) - (TON) 403-05 Asphalt Patching - Grading SG - 100 (5' Depth) - (PG 5845) - (TON) TRILBY ROAD AND ZIEGLER ROAD IMPROVEMENT PROJECT HIGHLIGHTS FROM SPECIFICATIONS: ♦ RIPRAP 506-01 S' x S' x 2.5' Type L Rip -Rap, 6' Topsoil (CIP) - (LS) 506-02 10' x 8' x 1.5' Type 0 Rip -Rap, 6" Topsoil (CIP) - (LS) 506-03 6' x 6' x ls'Type L Rip -Rap, 6" Topsoil (CIP) - (LS) HIGHLIGHTS FROM SPECIFICATIONS: • CULVERTS AND SEWERS - 603-01 Tie to Existing 14" x 23" HERCP - (EA) - 603-02 14" x 23" HERCP - (LF) - 603-03 14' x 23" HERCP FES - (EA) - 603-04 4" Median Underdrain Pipe - (LF) - 603-05 4" Conduit Sleeving - (LF) - 603-06 6' Conduit Sleeving - (LF) - 603.02 18" RCP Class III - (LF) - 603-08 18" RCP Class III - (FES) - (EA) HIGHLIGHTS FROM SPECIFICATIONS: ♦MANHOLES INLETS AND METER VAULTS - 604-01 5' Type R Inlet - (EA) TRILBY ROAD AND ZIEGLER ROAD IMPROVEMENT PROJECT HIGHLIGHTS FROM SPECIFICATIONS: • SIDEWALKS AND DECORATIVE CROSSWALKS - W841 CimenKe Sidewale a' Wide (6-) - (SF) - WS-02 Concrete Aixess Ramps with Truncated opme (8-) - (SF) - WS-03 Concrete Cresspan and Apron (9 W-) - (5F) - 608-N Hi -Early Concrete (24 Hour) - (CY) - 508-05 Flowaine Fill Concrete - (CY) - 60e-06 Ezppeed Aggregate Medlin Hardacape a- - (SF) - doll pedestrian Refuge leand - (SF) - 608-08 Sidewalk Chase ® Old Legacy Onve (2' x 10') - (EA) - NS-09 Attached SlEewalk 0 Cul-de-sac (8') - F i HIGHLIGHTS FROM SPECIFICATIONS: ♦ CURB AND GUTTER - 609-01 Vertical Curb and Gutter (30") - (LF) - 609-02 Outfall Curb and Gutter (18") - (LF) a NOTE: This was listed as paid for by EA in the spec, we will be sending out an addendum to correct this on the bid schedule - 609.03 Roll Over Curb and Gutter - (LF) HIGHLIGHTS FROM SPECIFICATIONS: ♦ WATERLINES - 619-0121- Duaile iron Look in Face Water Fps With Wrap-(LFF) - 619-02 Waterline Flter Minimal Be. Bla ding ZOne (Agora.. V Bllpw OisVlct Specs) - (Cy) - 619-03 Waterline Exmvanon Below saddling Zmw (Approx. 1' Balow Disco. Specs) - (TON) - ti 8- pVC Waterline c-900 FCLWO Specifications - (LF) - 619-05 24- x 8- Tee WPM 8- Gate Valve - (EA) - 619-06 24- Butterfly Viva and Box - (EA) - 619-02 Fire Hydrant Assembly Indude, Tee, Valve, LBW pipe, RaBValnt - (EA) ria TRILBY ROAD AND ZIEGLER ROAD IMPROVEMENT PROJECT HIGHLIGHTS FROM SPECIFICATIONS: ♦ WATERLINES 619-08 8' Tug and Blow DR - (EA) - 619.09 24' x t l.2S' DURile Benda With Re alnts - (EA) - 619.10 24' x 2- Tug and Blow OH Assembly - (EA) - 619-11 Dewatenng for Waterline - (4 ) - 619-12 Wild Tao 0' on 12' V.W. and Tiein N, to 2a'-(1$) - 619-13 8- - 90 0,. Band - (EA) HIGHLIGHTS FROM SPECIFICATIONS: • LANDSCAPING QUANTITIES - 60/40 Topsoil - (SF) - 1 4/2" Colored Rock - (TON) TRILBY ROAD AND ZIEGLER ROAD IMPROVEMENT PROJECT THANKS FOR COMING. ARE THERE ANY QUESTIONS? TRILBY ROAD AND ZIEGLER ROAD IMPROVEMENT PROJECT INTRODUCTIONS: *Street Oversizing Program: — Matt Baker — Program Manager (224-6108) — Eileen Bayens — Project Engineer (222-0351 cell #) — Quentin Egan — Construction Manager (222-0860 cell #) — Mark Laken — Project Engineer (222-3546 cell #) — Craig Farver— Construction Manager (222-0854 cell #) INTRODUCTIONS: ♦COFC DEPARTMENTS: — John Stephen — Purchasing Agent (221-6777) — Don Bachman —Acting City Engineer (221-6605) — Syl Mireles— Traffic Control Coordinator (221-6815) ♦KINARD JUNIOR HIGH: — Tami Simpson — Project Manager (490-3617) — Todd Piccone - FCI (Project Manager) (970-396-8240) — John Luthi - FCI __ ,,-A "W. TRILBY ROAD AND ZIEGLER ROAD IMPROVEMENT PROJECT INTRODUCTIONS: ♦JVA Consulting Engineers — Alaina Kneebone-Marler - Designer (303)444-1951 ♦FCLWD — Nate Gil — Systems Manager 226-3104 ATTENDANCE: *Please be sure to register TRILBY ROAD AND ZIEGLER ROAD IMPROVEMENT PROJECT BID OPENING: ♦ When: -August 16, 2005 at 3:00 p.m. (Our Clock) ♦ Where: - 215 North Mason Street (2nd Floor) IMPORTANT MILESTONES: ♦ AWARD CONTRACT - Approximately the fourth week in August ♦ PRE -CONSTRUCTION MEETING WITH FCLWD - Mandatory Meeting Prior to Start of Construction - Date to be determined after contract is awarded - Best if scheduled immediately after contract is awarded • PRE -CONSTRUCTION MEETING - Mandatory Meeting Prior to Start of Construction - Date to be determined after contract is awarded ♦ CONSTRUCTION START DATE - The project is available to start on September 1't after all contracts with the City of Fort Collins have been signed ♦ SUBSTANTIAL COMPLETION - Substantial Completion must be met by October 31, 2005 ♦ FINAL COMPLETION - Maximum allotted time = 10 working days following substantial c , TRILBY ROAD AND ZIEGLER ROAD IMPROVEMENT PROJECT SUMMARY OF WORK: ♦ TRILBY AND ZIEGLER IMPROVEMNTS: - The improverrents include widening Ziegler Road from Shallow Pond Drive sotth to Trilby Road to a 2 lane collector width with: Curb antlgutter, bikelanes, sidewalk and asphalt paving. This project aWo connects Trilby Road along the Kinard Junior Higgh School poperty. The new Trilby Road connection will be a 2 lane colledtor with: curb and gutter, bikelanes, sidewalk, asphalt pavillandscaped median, 24' FCLWD waterline connection arr►tllstormsewer improvements. Old Legacy Drive in the Homesigad Development Just north of the school site will have a cuFde-sac constructed with this project also. - Closures for tkt waterline improvements and top lift will be granted with -Ais project. CONSTRUCTION DOCS: ♦ TRILBY AND ZIEGLER IMPROVEMENTS: - Designed blVJVA Consulting Engineers • Sheet #'s EC:0.0 - CO.6 • Sheet #'s T1..0 - C1.16 • Sheet #'s T2.0 - C2.3 • Sheet #'sHi,!.0 - H2.0 (Northern Engineering Cul-de-Sac) - Specifications • COFC Specs. • FCLWD Spixs • Typical Bid Schedule with unit prices and totals TRILBY ROAD AND ZIEGLER ROAD IMPROVEMENT PROJECT HIGHLIGHTS FROM GENERAL CONDITIONS AND GENERAL REQ'S: ♦ SUPERINTENDENTS: - The General Contractor SHALL employ a full time Superintendent whose 2912 responsibility is to monitor and coordinate all facets of the work. ♦ LIQUIDATED DAMAGES: - SUBSTANTIAL COMPLETION: ♦ Sustantial Completion is defined as: the completion of all pavement, curb and gutter, sidewalks, ramps, underground utility work, inlets, storm drainage work, medians, earthwork and any other pertinent items as regcared for this project. The roadway must be striped and opened to traffic. • If substantial completion has not been met by October 31 2005, then the Contractor will be charged liquidated damages of $1,150.60 per calendar day until substantial completion has been met. FINAL COMPLETION: ♦ After the City of Fort Collins Engine Completion has been met, the con completion. The Contractor will be or fraction thereof that expires afti for Final Payment and Acceptance. HIGHLIGHTS FROM GENERAL CONDITIONS AND GENERAL REQ'S: ♦ WARRANTY: - The Contractor will be required to warranty the street improvements 2 years after date of final acceptance. ♦ CONSTRUCTION HOURS: - The operation of all machinery and vehicles must take place between the hours of: ♦ 6:30 a.m. thru 7:30 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. TRILBY ROAD AND ZIEGLER ROAD IMPROVEMENT PROJECT HIGHLIGHTS FROM GENERAL CONDITIONS AND GENERAL REQ'S: ♦ CONSTRUCTION SURVEYING: - Provided by the Contractor. ♦ TRAFFIC CONTROL: - Provided by the Contractor. ♦ GEOTECHNICAL AND MATERIALS TESTING: - Provided by the Owner. It will be the Contractor's responsibility to schedule the testing. HIGHLIGHTS FROM GENERAL CONDITIONS AND GENERAL REQ'S: ♦ PROJECT MEETING: - Once a week on -site, time and place to be determined. The TCS will be required to attend all weekly meetings. ♦ PROGRESS AND SCHEDULE REVISIONS: - Schedules shall be updated weekly. The schedule for this project is important to the City of Fort Collins. The Contractor may be required to submit additional schedules depending on the progress of the project. ♦ HAUL ROUTES: - Arterial and Collector streets only. Contractor will not be allowed to use residential streets to access the site with trucks hauling materials. TRILBY ROAD AND ZIEGLER ROAD IMPROVEMENT PROJECT HIGHLIGHTS FROM GENERAL CONDITIONS AND GENERAL REQ'S: ♦ SITE CLEAN-UP: - The Construction work and processes shall be kept and accomplished in a neat, clean and orderly fashion. Due to the high visibility of this job, it is important to keep a professional looking site. SITE COORDINATION WITH OTHER CONTRACTORS: ♦ PSD / FCI Constructors: - We will need to keep access into the Kinard Junior High site at all times. We will also need to coordinate all of our construction activities with the School District and FCI Constructors so we do not interfere with their schedule. ♦ QWEST: - There is a phone line buried on the west side of Ziegler that will need to be temporarily relocated while we are under construction. The contact from QWEST are: Bill Johnson (377-6401) TRILBY ROAD AND ZIEGLER ROAD IMPROVEMENT PROJECT SITE COORDINATION WITH OTHER CONTRACTORS: ♦COFC LIGHT AND POWER: - There will be a new COFC duct bank installed on the West side of Ziegler and the North side of the newly constructed Trilby Road behind the curb and gutter. This work is already being done by the COFC Light and Power Company, however, this work will need to be coordinated with: Monica Moore (224- 6150) *CONDUIT PLACEMENT: - The Contractor must install conduit underneath the sidewalk for future irrigation and future City of Fort Collins telecommunication along the school property. 1.0 TRAFFIC CONTROL AND WORK AREA SAFETY: ♦ TRAFFIC CONTROL: - The traffic control for this project will be paid for by the Lumo Sum to the Contractor and will include all costs for the traffic control associated with this project. - Message Boards will be paid for by the Lump Sum • A total of 2 message boards for 3 days will be required to inform the surrounding public of any road closures.