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Home My WebLink AboutPrebid - BID - 8008 POUDRE TRAIL AT MULBERRY & LEMAY11 Poudre Trail at Mulberry and Lemay Federal Aid Project No. STE M455-105 PRE-BID CONFERENCE September 30, 2014 2:00 P.M. 215 N. Mason Street Community Room City of Fort Collins 22 INTRODUCTIONS • Project Team: • Parks Planning • Jason Stutzman – Project Manager 221-6366 • Engineering • Dean Klingner – Capital Projects Manager 221-6511 • Kyle Lambrecht - Project Engineer 221-6566 • Craig Farver - Construction Inspector 222-0854 • Purchasing: • John Stephen - Purchasing Agent 221-6777 • Traffic: • Syl Mireles - Traffic Eng. Tech 221-6815 • Consultant Engineers: • Interwest Consulting Group • Skylar Brower, P.E. 970-460-1091 33 ATTENDANCE • Please be sure to register • BID OPENING • When: October 15 @ 3:00 P.M. • Where: 215 North Mason Street (2nd Floor) 44 Vicinity Map 55 IMPORTANT CONTRACT DATES: • AWARD CONTRACT • Approximately Late October 2014 • PRE-CONSTRUCTION MEETING • Mandatory Meeting Prior to Start of Construction • Date to be determined after contract is awarded • CONSTRUCTION START DATE • Approximately Mid-November 2014 • SUBTANTIAL COMPLETION • 120 Calendar Days • FINAL COMPLETION • 30 Calendar Days after Substantial 66 SUMMARY OF WORK • Removals • Trail, Stormsewer, Trees, Riprap) •Earthwork • Excavation, Embankment, Structure Ex, Structure Backfill) • Erosion Control • Bridge Abutment Construction • Caissons, Concrete, Steel • Setting Repurposed Ped Bridge and New Ped Bridge • Stormsewer Facilities • Concrete Trail • Surveying • Traffic Control 77 CDOT Local Agency Project • UDBE goal for this project is 0.0% • No OJT hours for this project • Bid proposal must include: • CDOT 606 Anti-Collusion Affidavit • CDOT 1413 Bidders List • CDOT 1414 Anticipated DBE Participation List Bids will not be accepted if they do not have these forms • Fuel Cost Adjustment 88 CDOT Local Agency Project • Low bidder to Receive: • Form 605 – Contractors Performance Capability • Form 621 – Assignment of Antitrust Claims • Form 1415 – Commitment Confirmation • Form 1416 – UDBE Good Faith Effort Documentation Return by 4:30 pm the following day (October 16, 2014) Monthly payments will not be processed until all documentation required by CDOT for federally funded projects has been submitted to the City. 99 HIGHLIGHTS FROM GENERAL CONDITIONS AND GENERAL REQ’S: • SUPERINTENDENTS: • The General Contractor SHALL employ a full time Superintendent whose sole responsibility is to monitor and coordinate all facets of the work • LIQUIDATED DAMAGES: • SUBSTANIAL COMPLETION: • The contractor will need to meet substantial completion requirements within 120 days from Notice to Proceed. Substantial Completion is defined as the pedestrian bridges installed and open to the public, all trail/sidewalk complete, all urban design elements installed, and all erosion control installed/functioning. If the Contractor does not meet substantial completion within 120 days, damages in the amount of Fourteen Hundred Dollars ($1,4000.00) for each calendar day will be assessed. • FINAL ACCEPTANCE • Final acceptance must be met within 30 days of Substantial Completion. Liquidated damages in the amount of Five Hundred Dollars ($500.00) for each calendar day will be charged if this schedule has not been met. 1010 HIGHLIGHTS FROM GENERAL CONDITIONS AND GENERAL REQ’S: • WARRANTY: • All workmanship and material issues will be resolved during the correction period prior to final acceptance as per CDOT. • WORKING HOURS: • Standard Hours of Operation • 7:00 AM thru 6:00 PM - Monday thru Friday. • Given the scope of the proposed improvements, the City will allow extended working hours • Extended Hours requests must be made in writing a minimum of 5 days prior to the request date 1111 HIGHLIGHTS FROM GENERAL CONDITIONS AND GENERAL REQ’S: • PROJECT MEETINGS: • Weekly, time to be determined • Four week look ahead schedule • Agree to quantities weekly • Monthly payments confirm acceptance of quantities by the Contractor. ALL quantity disputes MUST be resolved prior to monthly progress payments. • PROGRESS AND SCHEDULE REVISIONS: • Prior to construction, initial schedule must be submitted and approved • The Contractor may be required to submit additional schedules depending on the progress of the project. • Record Drawings Plan Set • Contractor will be required to keep record drawings 1212 • HAUL ROUTES: • Arterial and Collector streets only. Contractor will not be allowed to use residential streets to access the site with trucks hauling materials. • SITE CLEAN-UP: • The construction work shall be kept and accomplished in a neat, clean and orderly fashion. • Tracking pads and street sweeping will need to be used in order to minimize tracking and meet EPA storm water quality requirements. • Dust control will be required. HIGHLIGHTS FROM GENERAL CONDITIONS AND GENERAL REQ’S: 1313 Highlights from Specifications 1414 Removals • 9 Trees • 1 Manhole • 37 LF of RCP Pipe and 1 FES • Concrete and asphalt pavement – Existing trails • 67 CY Rip-Rap • Removal of Bridge Deck (if needed) 1515 Unclassified Excavation – 157 CY Embankment – 476 CY Structure Excavation – 449 CY Earthwork items paid per plan quantity Reference Earthwork Table in Plans Earthwork 1616 Erosion Control Less than an acre of disturbance. No SWMP plan required by the State however, the contractor is responsible for installation of erosion control BMP’s as described on the Erosion Control Plan sheets. All Floodplain Use Permit Restrictions and requirements must be followed. Pay Items – Erosion control logs – Concrete washout – Tracking pad – Erosion control supervisor 1717 Bridge Foundations • Bridge Abutments and Center Pier • Drill Caissons (24” and 54”) 1818 Temporary Access Road See Project Specials Section 621 1919 Reset Structure • Reset Structure at Lemay Site – Additional Concrete and Steel quantities included in case receive ped bridge w/o a deck – Coordinate with COFC and CDOT on Delivery – As-Builts Available 2020 Reset Structure • Unload Pedestrian Bridge at Arapahoe Bends Natural Area • Unload Railing at the Timberline Substation Arapahoe Bends N.A. Timberline Substation 2121 Setting Bridges • Take delivery of existing re-purposed 165 foot bridge span from CDOT Mulberry Bridge Replacement Project – Approximate Delivery Date February 2015 (Coordinate with CDOT) • City and Contractor to inspect and then Contractor takes responsibility • Set new fabricated 100 foot bridge span • All connection hardware will be inspected. Contractor will need to supply new elastomeric bearing pads for repurposed bridge 2222 Trail Construction 5 Inch Concrete Trail on 12 Inch Reconditioned Subgrade 5 Inch Concrete Trail on Concrete Walls & Class I Compacted Fill Reinforced Trail Section Become Familiar with Various Walk Cross Sections and Locations 2323 Pedestrian Railing (Steel) • Recognize Lead Time for Fabrication • Powder Coated w/ Bronze Colored Finish 2424 Storm Sewer • 55 LF – 24 Inch RCP • 1 EA – FES • 5 CY – Repurposed Riprap • 26 LF – 12 Inch SDR 35 • 1 EA – 5 Foot Manhole 2525 Mobilization • Project located within the 100 yr floodplain • Staging Area/Storage of Equipment • Coordinate with COFC 2626 Mobilization • Access to City Property 2727 Traffic Control • Lump Sum traffic control devices & setup •TCM & TCI • Flagging – Hourly as approved by the Project Engineer or Inspector 2828 Thanks For Attending! • Any Questions or concerns can be addressed to: • Jason Stutzman • Office: 970-221-6366 • Email: jstutzman@fcgov.com • Kyle Lambrecht • Office: (970) 221-6566 • Email: klambrecht@fcgov.com • John Stephen • Office – (970-221-6777 • Email: jstephen@fcgov.com