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Home My WebLink AboutCORRESPONDENCE - BID - 7129 COLLEGE WILLOX ROADWAY IMPROVEMENTS PROJECT (8)College/Willox Roadway Improvements Project PRE -BID CONFERENCE March 30, 2010 9:00 A.M. 215 N. Mason Street Community Room City of Fort Collins Engineering Dept. Capital Improvements Program INTRODUCTIONS Engineering: • Capital Projects Program: • Rick Richter - Program Manager 221-6798 • Matt Baker - Project Manager 224-6108 • Kyle Lambrecht - Project Engineer 221-6566 • Dan Peterson - Construction Inspector 222-8780 • Purchasing: • John Stephen -Purchasing Agent 221-6777 Traffic: • Syl Mireles - Traffic Eng. Tech 221-6815 • Consultant Engineers: • Interwest Consulting • Mike Oberlander 970-674-3300 ATTENDANCE • Please be sure to register • BID OPENING • When: April 19 @ 3:00 P.M. • Where: 215 North Mason Street (2nd Floor) SECTION 203 — EARTHWORK 203-01597-00 Potholing • City potholing and utility survey during design does not preclude contractors from being required to do their own potholing. L SECTION 207 — TOPSOIL SECTION 208 — Erosion Control • Contractor will obtain and maintain the SWMP from the Colorado Dept of Public Health and Environment (CDPHE) • The Erosion Control Plans provided are not the SWMP. However, plan quantities were calculated from the Erosion Control Plan. • Erosion Control is broken into several measurable pay items • Silt fence, concrete washout structure, inlet protection, etc. • Contractor is required to have an Erosion Control Supervisor that shall enforce all policies that apply to this project • Erosion Control Supervisor included in the cost for erosion control. • Street sweeping for COFC special events SECTION 209 - WATERING 209-00100-00 Water (Landscaping) • All disturbed irrigated areas • Watered twice monthly or as directed • While system is affected • Lump Sum pay item SECTION 210 - RESET STRUCTURES 210-00011-00 Reset Mailbox 210-00012-00 Reset Mailbox Structure Type I Structure Type II SECTION 210 - RESET STRUCTURES SECTION 210 - RESET STRUCTURES 210-01000-00 Reset Chain Link Fence (Perez Property) i if= SECTION 210 - RESET STRUCTURES • 210-04010-00 Adjust Manhole • 210-04015-00 Modify Manhole • 210-04050-00 Adjust Valve Box SECTION 304 — BASES • 304-09014-01 Aggregate Base Course (Class 5 or 6) (6" depth) — College Ave • 304-09014-02 Aggregate Base Course (Class 5 or 6) (8" depth) — Willox Lane SECTION 306 — Reconditioning • 306-01000-01 Reconditioning under Pavement Areas (12" Depth) SECTION 403 — HOT MIX ASPHALT • 403.32821-01 Hot Mix Asphalt (Grading SG) (100) (PG 58-28) (4" Depth) • 403-32821-02 Hot Mix Asphalt (Grading SG) (100) (PG 58-28) (Leveling Course) • 403-33851-01 Hot Mix Asphalt (Grading S) (100) (PG 64-28) (2" Depth) • 403-33851-02 Hot Mix Asphalt (Grading S) (100) (PG 64-28) (T Depth) • 403-34721-01 Hot Mix Asphalt (Grading SX) (75) (PG 58-28) (3,5" Depth) — Private Drive areas SECTION 403 — HOT MIX ASPHALT Bid Alternative • 403-XXXXX-00 Hot Mix Asphalt (Reflective Crack Interlayer) • Product Contact Info • Road Science, LLC • 918-524-7100 • 403-33851-01 Hot Mix Asphalt (Grading S) (100) (PG 64-28) (2" Depth) SECTION 412 — PORTLAND CEMENT CONCRETE PAVEMENT • 412-00600-10 Concrete Pavement (6 Inch) -Drive Approach • 412-00800-01 Concrete Pavement (8 Inch) • 412-00800-01 Concrete Pavement (8 Inch) -Commercial Driveway • 412-00805-00 Concrete Pavement (8 Inch) Fast Track (24 Hour) • 412.01000-00 Concrete Pavement It inch) • 412-01001-00 Concrete Pavement (10 Inch) Pedestrian Cross Walk Colored and Stamped • 412-01100-00 Concrete Pavement (11 inch) • 412-01101-00 Concrete Pavement (11 Inch) Pedestrian Cross Walk Colored and Stamped SECTION 420 - Geosynthetics • 420-00500-00 Geotextile Paving Fabric (PetroMat) • 420-00700-00 Geoblock 5150 Porous Pavement System SECTION 601- STRUCTURAL CONCRETE • 601-01050-01 Median Wall — College Avenue with Concrete Cap • 601-01050-02 Curved Wall Roundabout with Concrete Cap SECTION 603 - CULVERTS AND SEWERS • 603-01185 18" RCP (CIP) • 603-01245 24" RCP (CIP) i i SECTION 604 — MANHOLES, INLETS AND METER VAULTS • 604-13005-00 Inlet Type 13 (5 Foot) • 604-13505-00 Inlet Type 13 (Double) (5 Foot) • 604-19105-00 Inlet Type R L 5 (5 Foot) • 604-19205-00 Inlet Type R L 10 (5 Foot) • 604-30005-00 Manhole Slab Base (5 Foot) • 604-01 Water Meter Pit Manhole (Legends) • 604-02 Place Deck on Existing Type 5 R Inlet • 604-03 3'X4' Concrete Box w/ Grate (10 foot) • 604-04 ADS Inlet SECTION 605 - SUBSURFACE DRAINS • 605-00004-00 4" Non -Perforated Pipe Underdrain • 605-00040-00 4" Perforated Pipe Underdrain • 605-83001-01 EPDM Rubber Liner (College Avenue Median) • 605-83001-02 10 mill Plastic Liner (Roundabout Center) SECTION 608 — SIDEWALKS AND BIKEWAYS 608-XXXXX-01 Concrete Sidewalk (4" Depth) - Perez 608-10010-01 Sidewalk Drain (Length = 12')(Including Curb Cut w/ Metal Plates) 608-10010-02 Sidewalk Drain (Length = 16')(Including 2' Curb Cut w/out Metal Plates) - ti J Reference Sheet 20 in Plans r Yti ic SECTION 608 — SIDEWALKS AND BIKEWAYS 608-00006-01 Concrete Sidewalk (6" Depth) 608-00012-00 Concrete (Grey) Curb Ramp w/ Detectable Warnings 608-00012-01 Concrete (Colored) Curb Ramp w/ Detectable Warnings and Engraved Street Names 608-00350-01 Concrete Sidewalk (Colored) - (6" Depth) - College/Willox Int. SECTION 608 - SIDEWALKS AND BIKEWAYS 608-00350-02 Concrete Truck Ramp (Colored) — (8" Depth) — Patterned w/ Color 608-00350-03 Concrete Splashguard (Colored and Stamped) — (8" Depth) 5 l SECTION 609 - CURB AND GUTTER 609-Ve"E Curb eDnCTGuttw SCurb i %uunEebaul ti) 2 609-21110-02 CDOT Type 2 (Section 1-e - Modified) - (Curb 3 Roundabout) 609-219 01 CDOT Curb end Gutter (T)ye 2) - 4' Mountable w/ 2 Pen(See Detail foryGper 12) �21Mw-02 CDOT Curb end G.-ntable w/ 22 Peen (See Detail lar Curb4)6 60e-2/ 3 Pena I DOT Curee end Curb�r (Type 2) - 6' Vertical 6 24004-00 Gutter Type 2 (4 Foot) 609-24012-00 Gutter Type 2 (12 Foot) 6 XX)M-00 Transibm Nea tram 4' Gutter to Curb t SECTION 610 — MEDIAN COVER MATERIAL • 610-00010-00 Median Cover Material (Colored and Exposed Aggregate) — 4" Depth LANDSCAPING — COLLEGE AVENUE LANDSCAPING — WILLOX LANE 02935-00 Planting and Irrigation Warranty and Maintenance SURVEYING & MOBILIZATION • 625-00000-00 Construction Surveying • Provided by Contractor • 626-00000-01Mobilization • 626-00000-02 Mobilization for Milling Operations • 626-00000-03 Mobilization for Asphalt Paving Operations Traffic Control Phasing Plan o Vicinity Map IMPORTANT CONTRACT DATES: • AWARD CONTRACT • Approximately April 19, 2010 • PRE -CONSTRUCTION MEETING • Mandatory Meeting Prior to Start of Construction • Date to be determined after contract is awarded • CONSTRUCTION START DATE • Approximately early May 2010 • Completion Date Contract • SUBTANTIAL COMPLETION • October15,2010 • FINAL COMPLETION SUMMARY OF WORK North College Avenue: • Reconstruction and widening of approximately 0.25 mile of 4-lane arterial to City Standards • New curb and gutter, sidewalk, and parkway • Coordination with existing utilities • Unclassified excavation, embankment, muck excavation, and borrow • 1300 SY of Concrete Intersection (11" thick) • 3773 SY of Concrete Pavement (8" thick) • 1200 TONS HMA (Grading S)(100)(PG 64-28) (3" thick) • Traffic control and Surveying to be provided by Contractor • Signal work, and signing and striping are by City forces. Phasing Plan Recommended Traffic Control cl Ph— ' - 3Cai56. —W—It consUUIXaO sv nmg. B TRAFFIC CONTROL 614-80311-00 Barricade (Type 3 F-A) • Placed at end of sidewalk on east side of College Ave. 630-XXXXX-00 Construction Zone Traffic Control • Lump Sum Bid Item • Covers all traffic control necessary for the project • Please reference recommended trafficcontrol plans • If is up to Contractor to develop traffic control plans for the project • Plans need to be approved by the COFC at least two weeks prior to start of construction 630-00000-00 Flagging • Extra hours up and above LS traffic control • As directed by COFC 630-80355-00 Portable Message Sign Panel • Extra hours up and above LS traffic control l Thanks For Attending! • Any Questions or concerns can be addressed to: • Matt Baker • Office: (970) 224-6108 • Cell: (970) 222-0748 • Email: mbaker@fcaov.com • Kyle Lambrecht • Office: (970) 221-6566 • Cell: (970) 692-9209 • Email: klambrecht@fcgov.com SUMMARY OF WORK Willox Lane: • Reconstruction and widening of approximately 0.15 mile of 2-lane arterial to City Standards • New curb and gutter, sidewalk, and parkway • Coordination with existing utilities • Unclassified excavation, embankment, muck excavation, and borrow • Construction of a Modern Roundabout • 1300 SY of Concrete Pavement (10" thick) • 610 TONS HMA (Grading SG)(100)(PG 58-28) (4" thick) • 918 TONS HMA (Grading S)(100)(PG 64-28) IS' thick) • Traffic control and Surveying to be provided by Contractor • Signal work, and signing and striping are by City forces. PROJECT OVERVIEW Traffic Control • Plans approved by City of Ft. Collins prior to construction or adjustment of setup • Lump Sum Bid Weekly Progress Meetings • TBD • Agree to weekly quantities Contractor responsible to acquire all appropriate permits • SWMP • Work with CDOT ROW HIGHLIGHTS FROM GENERAL CONDITIONS AND GENERAL REO'S: SUPERINTENDENTS: • The General Contractor SH employ a lull time Sup intendant whose sole responsibility is to monitor an coordinate all facets of the wodc LIQUIDATED DAMAGES: • SUBSTANIALCOMPLETION: • The contractor will need to meet substantial compfation requirements by October 15, 2010. Substantial Completion is defined as all roadway inn r is complete, traffic following in the lane arrangements shown on the plans for finished roadway, all sidewalk and enhanced crosswalks complete, all landscape and irrigation work, including the medians and center of the raundebout, installed and apor ed, and all erosion control install ed/functioning. If thletion date. gge Contractor goes past the October 15, ount of Two Th,u,,nd Three Hundred Sixttantial y Three Dallas (f2,363: 0) faes in the rteach calendar day will be assessed. • FINAL ACCEPTANCE Yy 7G • dFiaaccePt`Ine amountce of Two Thoue met within sand Thtee Hundred Sixty Three Dollaraated ($2,363.00) far each calendar day will be charged if this schedule has not been met. HIGHLIGHTS FROM GENERAL CONDITIONS AND GENERAL REO'S: • WARRANTY: • The Contractor will be required to warranty their work for 2 years after date of final acceptance. • CONSTRUCTION HOURS: • Standard Hours of Operation • 7,00 AM thru 6:00 PM - Monday thru Friday. • Lane drops from 8:30 AM to 3:30 PM • 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 HIGHLIGHTS FROM GENERAL CONDITIONS AND GENERAL REO'S: • PROJECT MEETINGS: • Once a week at the construction trailer located on site, time to be determined. • Agree to weekly quantities • PROGRESS AND SCHEDULE REVISIONS: • Prior to construction, initial schedule must be submitted and approved • Schedules shall be updated weekly • The Contractor may be required to submit additional schedules depending on the progress of the project. • Record Drawings Planet • Contractor will be required to keep record drawings • Will be submitted to the City at the end of the project HIGHLIGHTS FROM GENERAL CONDITIONS AND GENERAL REO'S: 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 Specifications SECTION 202 - REMOVALS 201-00000 Clearing and Grubbing 202-00003-01 Removal of Landscape Planter at Perez Property 202-00810-00 Removal of Ground Sign (Perez Property) 202-XXXXX-07 Removal of Benches (Perez Property) 202-00210-03 Removal of 4" Concrete Patio (Perez Property) 'Protect Existing Tree SECTION 202 - REMOVALS SECTION 202 - REMOVALS 202-00010-00 Removal of Tree 202-00011-00 Removal of Tree (Dla=3" to 24") (Dia=48") SECTION 202 - REMOVALS 202-00201-00 Removal of 6"xl2" 202-XXXXX-02 Remove Existing Barrier Curb (with Reber) Concrete Irrigation Box (STA 19+25) SECTION 202 - REMOVALS 202-00200-00 Removal of Sidewalk 202-00202-00 Removal of Concrete Gutter (12 foot Wide) 202-00203-00 Removal of Curb and Gutter SECTION 202 - REMOVALS 202-00206-00 Removal of Concrete Curb Ramp SECTION 202 - REMOVALS 202-00210-01 Removal of Concrete Pavement 202-00210-02 Removal of Concrete Pavement (Patching) 202-XXXXX-03 Removal of Composite Pavement in Intersection (3" HMA over 8" Concrete) 202-XXXXX-04 Removal of Composite Pavement (Planing 0" to 3") (Outer) 202-XXXXX-05 Removal of Composite Pavement (Planing 3" to 5") (Inner) SECTION 202 - REMOVALS 202-00220-01 Removal of Asphalt Mat (10" Depth) 202-XXXXX-05 Removal of Asphalt Mat (Planing: 0" to 3") 202-00240-02 Removal of Asphalt Mat (Add 1"Depth Increment) SECTION 202 - REMOVALS 202-00220-02 Removal Asphalt 202-01000-00 Removal of 6' High Wood Mat (Parking Lots and Drives) Fence SECTION 202 - REMOVALS 202-XXXXX-09 Removal of Traffic Signal Base (top 0') 202-XXXXX-08 Removal of Buried 202-XXXXX-10 Removal of Private Street Light SECTION 202 - REMOVALS 202-XXXXX-11 Removal of Existing 202-XXXXX-06 Removal of Mailbox Bollards and Street Light Pole Structure Type 1 I " SECTION 202 - REMOVALS 202-XXXXX-01 Remove Water Meter Vault (NE Corner of Intersection) 202-00019-00 Remove Inlet 202-00021-00 Remove Stormsewer Manhole (NW Corner of Intersection) ii 202-00035-00 Remove Pipe 202-04004-00 Plug Existing 24" CMP w/Flowfill 202-XXXXX-13 Cap Existing Irrigation System SECTION 203 - EARTHWORK 203-00040-01 Unclassified Excavation 203-00040-02 Excavate Around Existing Qwest Manhole Vault 203-00040-03 Excavate Above Shallow 6" Steel Gas Line 203-00100-00 Muck Excavation SECTION 203 - EARTHWORK 203-00062-00 Embankment 203-00200-00 Borrow 203-01598-00 Potholing 203-XXXXX-01 Haul and Dispose Spoils for Telephone Lowering 203-XXXXX-02 Flowfill Backfill` `All shallow utilities and pipe structures shall be backfilled with flowfill