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Home My WebLink AboutPrebid - BID - 7273 N COLLEGE IMPROVEMENTS PROJECT - VINE TO CONIFERNorth College Improvements Project, Vine to Conifer Federal Aid Project No. AQC M455-079 PRE -BID CONFERENCE September 7, 2011 2:00 P.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 • Mail Baker -Project Manager 224-6108 • Kyle tambrecht- Project Manager 221-6566 • Randy Ma¢land— Project Engineer 218-5658 • Joe Crebill- Construction Inspector 222-1134 Purchasing: • John Stephen- Purchasing Agent 221-6777 Traffic: • Syl Mineles - Traffic Eng. Tech 221-6815 Consultant Engineers: • Stoeus d Associates • Michelle Hansen 303-221-2330 2 ATTENDANCE • Please be sure to register • BID OPENING • When: September 21 @ 3:00 P.M. • Where: 215 North Mason Street (2nl Floor) ~yam. SECTION 210 - RESET STRUCTURES 210-00010 Reset Mailbox Structure (per Each) -27 29 SECTION 210 - RESET STRUCTURES 210 Reset Water Meter- 1 each 210 Reset light Standard (Private) -2 each 210 Reset Curb Stop - 5 Each 729 SECTION 210 - RESET STRUCTURES • 210 Adjust Fire Hydrant - 1 • 210-04010 Adjust Manhole - 8 • 210-04050 Adjust Valve Box - 14 • 210 Adjust Water Meter - 2 32 SECTION 304 304 Railroad Bumper SECTION 304 - BASES • 304-09014-01 Aggregate Base Course (Class 6)(24' depth)—17,319 TONS 420 Geogrid Reinforcement— 11,695 SY SECTION 403 - HOT MIX ASPHALT 403 Hot Mix Asphalt (Reflective Crack Intedayer)- 1,655 Tons • Product Contact Info • Road Science, LLC • 916-524-7100 - • 403-00720 Hot Mu Asphalt (Patching) (Grading S) (100) (PG 58-28) (2• Depth) - 731 Tons • 403-33821 Hot Mix Asphalt (Grading SG)(100)(PG58-28)-521 Tons • 403-33851 Hot Mix Asphalt (Grading S)(100)(PG84-28)-3,450 Tons BID ALTERNATE - 403-33851 Hot Ma Asphalt (Grading S)(100)(PG" 28) Leveling Course - 500 Tons SECTION 412 — PORTLAND CEMENT CONCRETE PAVEMENT 412-00600 Concrete Pavement (6 Inch) - 588 SY • 412-00600 Concrete Pavement (6 Inch) (FAST TRACK) - 349 CY • 412-00800 Conaete Pavement (8 Inch) - 9.910 SY • 412-DO800 Conaete Pavement IS Inch) (FAST TRACK) - 1,944 CY 74 SECTION 502 • 502-00100 Drilling to facilitate Pile Driving- 18 LF • 502-00460 Pile Tip-6 Each • 502-11274 Steel Piling (HP12X74) -72 LF SECTION 509 509-OODOO Structural Steel - 22,469 LB SECTION 628 • 628-OWSO Bridge Girder and Deck Unit (55 Feet) -1 LS 35 SECTION 601 - Concrete 601 Concrete Class B Rddde Channe0-40 CY 601 Concrete Class D (Spilhvay) - 12 CY 601 Concrete Class D (Headw ll/Walls)-17 CY 601-01040 Concrete Class D (Bridge) - 78 CY 601-01050 Concrete Class D (Wall) - 9 CY 60140006 Cut Stone Veneer (Slab) - 84 SF 601-40D07 Cut Slone Veneer (Ashler)-436 SF 602-OODOO Reinforcing Steel - 5728 LB '. 36 SECTION 603 — RCP Lake Canal Siphon * 603-70704 7x4 Foot Concrete Box Culvert (Precast) (Complete in Place) — 129 LF * 603-70704 7x4 Foot Concrete Box Culvert (Bend) (Pre cast) (Complete in Place) — 2 Each * 616 Siphon Trash Guard/ Trash Rack — 2 Each Storm Water and Sewer Conflict Manhole • 603 Culvert Lining (21 inch) • 604 Manhole (Special) (6'x9' Box Base) (10 foot) 1�11 ITT- SECTION 606-11010 Bridge Rail Type 10R (Special) -' SECTION 608 — SIDEWALKS AND BIKEWAYS 808 Sandlaast Street Identifiratian -12 EaO 808 Conuete Una Pavers Type 1 (4x8) -113 SY 608 Concrete Unit Pavem Type 2 (Bae) - 302 SY 608 Conmae Band - 48 SY 608 Colored Conuete Cmsswalk - 896 SY 608-00005 Conuete Sidewalk (Speciao -103 SY 608-00006 Conuete Sidewalk (6' Depth) - 3,606 SY 60&00010 Concrete Curb Ramp - 283 SY G� - I �nr' 1 l k 41 SECTION 610 — MEDIAN COVER MATERIAL • 610-00024 Median Cover Material (Concrete Class B Colored and Exposed Aggregate) — San Diego Buff - 4' Depth — 318 SF ',42 , SECTION 613 - PEDESTRIAN LIGHTING 613 Wiring (Pedestrian Lighting)— Lump Sum 613 A.P.P. Light J-Box — 4 Each 613 Pedestrian Light Standard —44 Each 613 Pedestrian Light Foundation — 44 Each 613-50100 Lighting Control Center — 3 Each �t SECTION 619 • 619 Lower 6" Water Line (Alpine Star. 33+92 Left) — 1 Each • 619 Lower 12' Water Line (Sta. 19+71) — 2 Each • 619 Lower 14' ELCO Water Line (CL Sta. 14 + 25) — 1 Each SURVEYING & MOBILIZATION • 625 Construction Surveying -LS • 625 Floodplain Staking -LS - Roadway medians and a at 10' increments+1- 0.00- - Roadway curbs a125' Increments +1- 0.00• - Pre and Post surveys of all storm water improvement areas - 0.5' and 1.9 600dways staked prior to construction 626-00000 Mobilization • 626-01000 Public Information Services • 630-00000 Flagging -500 Hours (Special Events ONLY) 630 Business Access Specialty Sign - 26 Each • 630-80355 Portable Message Sign Panel -270 Days (Special Events ONLY) Traffic Control u Traffic Control bm..o..kmwe `. ba r w.r�•vvnwe.me 01 b r.m.M m. '••.aen •r,..im.soe..y.w.e rmp.ons •2�1 � �I IML si 'NT/T dpy�•M T4/•�M1N MCCNaV o _ a �bM1bT•m �/2 mltlmrt I m t6) lw LI IL 48 __. a ji WPM TRAFFIC CONTROL • 630 Construction Zone Traffic Control • Lump Sum Bid Item • Covers all traffic control necessary for the project • Please reference recommended traffic control plans • It 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 • 63M0355-W Portable Message Sign Panel • Extra hours up and above LS traffic control • As directed by COFC IN NO Thanks For Attending! Any Questions or concems can be addressed to: • Matt Baker • Office: (970) 224-6108 • Cell: (970) 222-0748 • Email: mbake fcaov com Kyle Lambrecht • Office: (970) 221-6566 • Cell: (970) 692-9209 • Email: klambrechtna fcgov com 11 L— � Vicinity Map I C=e�' F l , I l—tea l IMPORTANT CONTRACT DATES AWARD CONTRACT • Approximately October 12,2011 PRE -CONSTRUCTION MEETING • Mandatory MewUng Prior to Start of Construction • Date to be determined after contract Is awarded CONSTRUCTION START DATE • ApproximatelymldOctober2011 • Tim not charged for December, January, February or March • Approximately 200 Working Days SUBTANTIAL COMPLETION • Calendar date: October 19, 2012 SUMMARY OF WORK North College Avenue: • Reconstruction and widening of apprmdmately 0.5 mile of 4-lane arterial • Nev, curb and gutter, sidewalk, and landscaped parkway • Storm Water detention, water quality pond and piping improvements • Unclassified excavation, embankment, murk excavation, and borrow • 07 siphon of Lake Canal • Urban Design elements • 11,850 SY of Concrete Pavement (8• Nick) • 1,655 TONS HMA Reflective Crack Intertayer • 3,450 TONS HMA (Grading S)(1OO)(PG 64-28) IT thick) • Traffic control and Surveying to be provided by Contractor • Temporary striping by Contractor • Signal work, and Final signing and striping are by City forces. J North College Imp Project — Vine to Conifer t I I � 11yy I ^ � r\) •;h� it fR I Cross Section of North College Avenue Improvements caeao. w ..w -. •..t _ CDOT Local Agency Project UDBE goal for this project is 9.5% Contractors to be on CDO Ps prequalified list Bid proposal must include: - CDOT 606 Anti -Collusion Affidavit - CDOT 714 UDBE Assurance Bids will not be accepted If they do not have thew forms Fuel Cost Adjustment option Low bidder to receive: Form 605, Form 621. Form 715, and Forth 718 These fortes must be returned by 4:30 pm the following day (Sept 22) Monthly payments will not be processed until all cl wmentatlon suhufte bto D Cifor ty. federally funded projects has been mIt PROJECT OVERVIEW Phasing • Fall 2011 - Utility phase: Lake Canal siphon, pond excavation, storm water piping, Gas Ime relocation, etc. • Spring 2012 - Roadway phase • Traffic control -US287 • 1 Southbound lane, 2 Northbound lanes, and 1 center turn lane • Access to businesses open Coordination with other utilities Contractor responsible to acquire all appropriate permits and submit required documentation • SWMP- permit and inspections • Dewatering Permit • Perrmd for work within CDOT ROW • CDOT Form 205 for each subcontractor Project Overview • Pandering session prior to Construction • Public Information Services bid item • No designated staging area provided • Plans have: — Tabulation of Utilities — Tabulation of Removals and resets — Tabulation of Concrete Items — Tabulation of Surfacing Items — Tabulation of Stom1 water Quantifies — Tabulation of Erosion Control - Tabulation of Electrical Items — Tabulation of Urban Design Elements — Tabulation of Irrigation Quantities 10 `.4 HIGHLIGHTS FROM GENERAL CONDITIONS AND GENERAL REQ'S: • SUPERIMENDENTS: TMe.tobt Cutreta coxxgeyebOame S�Csvferd•mMy Fd9 r•spmad4lysbmdbn a•�� Eiut•aF facW dMvvk LIQUIDATED DAMAGES: S11aSTANW-COMPLETION. Tn. ooeeadw.a n••a to men wbawmal ccmmppleaso r•wawn•m• by onobw 19,2012.SIE•hnfkl Comgeaonkd,rf e. ro wriy mpr p m• kcnPlns. balfic folloNro m. w» aeaN•mrb anmm m m. Pans b witwe roadway. 9 aN.xalk art •rAa2� awwPenal-,alPenal-,larvN. J ",riu. wak. :ck,d.y w mwkAe an. d in• r•nmboaL irnkn•d and , and a mieward mkwan.ceon:N. n w cem.dar ae+Imt a•'�aPobw l9, luaor0n wnq.lion mM1. Oampe' m•umand Foie TlwusaM Omar" C"IM.00I fw •acn ukMa day Ma baaaaaaW. FINALACCEPTANCE Fwl's°Ph'e' nue be cot rwdJn 3a day d Subetamal Canq•aon L bn.d mywe: wr9•d umdFev TM�� »arongt .m)r«.acn L. 11 _- HIGHLIGHTS FROM GENERAL CONDITIONS AND GENERAL REO'S: WARRANTY: All workmanshl d ma antenal issues will be resolved during the Contraction period prior to <Into acceptance as per COOT. Her Mot Asphaa warranty Bond for $275,000 2 year Concrete wdrramee 2 year landscaping, irrigation warrentee CONSTRUCTION TIME: Calendar date of completion, October 19, 2012, approximately 200 working days No Tbne Chwged between Dm 2011 to Maea 2012 Standard Hours of Operation 7:00 AM Wu Ii:OO PM - Monday tluu FMay. GNen woIt ecopa d Me pipposed bnprovemeMa, me GM1ywa abw ertended rlting lroun ErteMetl rw,u st done must be made n wmion9 a mbknum d 5 days prior m the �eauest date HIGHLIGHTS FROM GENERAL CONDITIONS AND GENERAL REO'S: • PROJECT MEETINGS: • Once a week at the construction office, time to be determined. • Agreetoweeklyquantities PROGRESS AND SCHEDULE REVISIONS: Priarto constwoJon, in0lel scradule must be suarnided 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 Plan Set. .. • Contractor will be required to keep record drawings • Will be submitted to the City at the end of the project 13. 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, dean and orderly fashion. • Traddng pads and street sweeping will need to be used in order to minimize tracking and meet EPA storm water quality requirements, • Dust contral will be required, V �+ Highlights from Specifications 16 SECTION 202 - REMOVALS 201400000 Cleanng and Grubbing 202-00000 Removal of Structures -` and Obstructions - LS 1 Tabulation on Page 42 of Plans -'•a,`,� ,., - . y _i ( y.'j SECTION 202 - REMOVALS 202-00001 Removal of Structure (per Each) — Flume 202-00010 Removal of Tree (per Each) — 25 202-00015 Removal of Headwall (per Each) - 1 SECTION 202 - REMOVALS 202-00031 Removal of Fire Hydrant (per Each)- 8 202-00195 Removal of Median Cover - 1,274 SY 202-00425 Removal of Bridge Railing — 64 LF 202-01000 Removal of Fence — 749 LF 5 " SECTION 202 - REMOVALS 202 Removal of Gate (per Each} 2 202-04100 Abandon Well (per Each)- 3 SECTION 202 - REMOVALS 202-00700 Removal of Light Standard (Private, per Each) - 7 40 SECTION 202 - REMOVALS 202 Removal of Composite Pavement (3' HMA over T Concrete) 202-00210 Removal of Concrete Pavement 202-00220 Removal of Asphalt Mat 202-00240 Removal of Asphalt Mat (Planing) "21:'. Typical Roadway Section ✓'3^ �' .^',I a :. ,nw '�.. J Ili c —Si•' 22 - - - -----/ SECTION 203 — EARTHWORK 203-00010 Unclassified Excavation — 15,526 CY 203 Blading-60Hours 203.00100 Muck Excavation — 3000 CY 23 SECTION 203 — EARTHWORK 203-01597 Potholing • City potholing and utility survey during design does not preclude contractors from being required to do their own potholing. 110 •24' SECTION 206 — EARTHWORK 206-00000 Structure Excavation - 127 CY 206-00200 Structure Backfill - 66 CY 206-00065 Structure Backfill' (FLOWF LL) - 2,076 CY .All shallow utilities and pipe structures shall be backfilled with flowhll 2., SECTION 207 — TOPSOIL 207 Topsoil (6' Depth) - 3,250 CY 207-00210 StockpileTopsoil - 3.250 CY 207 Pre -Amended Topsoil - Perentaashreb-683CY - Water Quality Pond/Dryland-753 CY - Landscape PeAway-392 CY - Tree Grate - 7 CY 26' 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 pmtecbon, 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.