HomeMy WebLinkAboutPrebid - BID - 26727 59795979 ZIEGLER AND KECHTER ROAD ROUNDABOUTZIEGLER ROAD AND
KECHTER
ROAD
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 also inclining OSHA
safety laws.
• 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 9:00 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.
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 in advance with the owners testing firm.
9
HIGHLIGHTS FROM GENERAL
CONDITIONS AND GENERAL REQ'S:
• Project Meetings:
— Once a week at the construction trailer located on -site, time 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.
HIGHLIGHTS FROM GENERAL
CONDITIONS AND GENERAL REQ'S
• Site Clean -Um
— The Construction work and processes shall be kept
and accomplished in a neat, clean and orderly
fashion.
• 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.
in
TRAFFIC CONTROL:
• Traffic Control:
— The traffic control for this project will be paid for by the Lump
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 Day
• A total of 7 message boards for 20 days will be required to inform the
surrounding public of upcoming roadway information.
• These boards will placed for 7 consecutive days, so include two
mobilizations.
— Flagging on this job shall be paid for by the hour. it has been
estimated that the job will requirea total of 1040 hours of
flagging. The TCS will be required to provide reports weekly for
the hours of flagging
Alt,
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TRAFFIC CONTROL:
• Traffic Control:
— Traffic Control Plans must be submitted, 2 weeks, and approved 72
hours prior to the start of construction and before making each
modification.
— Phase One:
The South half of round -a -bout will be built 2 way traffic on Kechter
Road.
— Phase Two:
• North half of Round -A -Bout East bound traffic only.
— Local Residential Access:
Local access must be maintained at all times to the adjacent properties
and subdivisions.
HIGHLIGHTS FROM
SPECIFICATIONS:
Traffic Control Portion of Bid Schedule:
• 630-01 Specialty Signs 3" Letters On 48" x 48"— (EA)
• 630-02 Portable Stop Lights — (DAY)
• 630-03 Message Boards (7 boards) — (DAY)
• 630-04 New Jersey Type Concrete Median Barriers — (LF)
• 630-05 Flaggers — (HOURS)
• 630-06 Traffic Control — (LS)
End of Traffic Control Items
Questions?
HIGHLIGHTS FROM
SPECIFICATIONS:
•202-01 Remove Pipe
(RCP, CMP, PVC) —
(I-F)
;! •202-02 Remove
t„ Concrete Irrigation
Structures & Inlet —
HIGHLIGHTS FROM
SPECIFICATIONS:
• 202-03 Remove
Concrete
Headwalls — (EA)
• 202-04 Remove
Concrete
Irrigation Ditch —
(I-F)
HIGHLIGHTS FROM
SPECIFICATIONS:
202-05 Pulverize
Concrete
Intersection (In
place) — (SY)
202-06 Remove
Pulverized
Concrete (located
under the
landscaped center
median) — (SY
HIGHLIGHTS FROM
SPECIFICATIONS:
•202-01 Remove Pipe
(RCP, CMP, PVC) —
(I-F)
•202-02 Remove `f
Concrete Irrigation Y
Structures & Inlet—�'� »�
(EA)
HIGHLIGHTS FROM
SPECIFICATIONS:
• 202-03 Remove
Concrete
Headwalls — (EA)
• 202-04 Remove
Concrete
Irrigation Ditch —
(U)
HIGHLIGHTS FROM
SPECIFICATIONS:
• 202-05 Pulverize
Concrete
Intersection (In
place) — (SY)
202-06 Remove
Pulverized
Concrete (located
under the
landscaped center
median) — (SY
I
HIGHLIGHTS FROM
SPECIFICATIONS:
202-07 Remove Vertical
Curb and
Gutter - (LF)
• 202.08 Remove Concrete
Radius and
Spandrels- (SF)
202-09 Remove Sidewalk -
(SF)
HIGHLIGHTS FROM
SPECIFICATIONS:
• 202-10 Remove Sidewalk
Chase and Concrete
Run -Down - (LS)
• 202-11 Rotomill Asphalt
Pavement - Full Depth
(Approximately 7" -10")
and Stockpile - (SY)
• 202-12 Rotomill Asphalt
Pavement (2" Depth) -
(SY)
• 202.13 Sawcut Asphalt or
Concrete - (LF)
HIGHLIGHTS FROM
SPECIFICATIONS:
202-14 Remove 19" x 30"
HERCP FES - (EA)
202-15 Remove Rip -Rap -
(SY)
202-16 Remove Barbed Wire
Fence - (LF)
i
HIGHLIGHTS FROM
SPECIFICATIONS:
202-17 Remove and Replace
Existing
Wood Fence - (EA)
1r'L3
HIGHLIGHTS FROM
SPECIFICATIONS:
202-18 Clean Culvert -(EA)
202-19 Remove and Replace hate Posts -(LS)
202-20 Remove Existing Trees, Shrubs and Landscape
Treatment - (LS
HIGHLIGHTS FROM
SPECIFICATIONS:
20a-01 Clearing and Grubbing -(LS)
• 203-02 Remove Existing Sod - (SF)
• 203-03 Unclassified Excavation-(CY)
• 203-04 Embankment -(CY)
• 203-05 Muck Excavation -(CIP)-(CY)
203-06 Borrow ABC (Cl 5 or 6)-(TON)
• 203-07 Borrow Suitable Fill Material -
(CY)
203-08 Topsoil (Stripping &
Stockpiling) - top 6" - (CY)
V
HIGHLIGHTS FROM
SPECIFICATIONS:
203-09 Topsoil Placement in
Planting Area @ Center
Median of Roundabout
- (CY)
203-10 Topsoil Placement @
Back of Walk to
Easement Line - (CY)
203-11 Median Hardscape
Shaping (CIP)-(SF)
203-12 Pomoling -(LS)
203-13 Import Screened
Topsoil (3")-Parkway
Area - (CY)
HIGHLIGHTS FROM
SPECIFICATIONS:
203-14 Transport and Compact In Place Reclaimed Asphalt
from Stockpile -(SY)
203-15 Swale Grading/Shaping/Blue Tops -(LF)
208-01 Erosion Control -(LS)
HIGHLIGHTS FROM
SPECIFICATIONS:
210-01 Adjust Manhole R09 and
Cover -(EA)
21042 Modify Manhole -(EA)
21"3 Adjust Valve Box - (EA)
21044 Modify Valve Box -(EA)
210-45 Adjust Existing Fire Hydrant
to Proposed Grade -(EA)
21046 Add Valve Extension Keys
to Existing Wafer Valves - (EA)
21e417 Raise COFC Light a Power
Electric Vault Manhole Cover to
Paving Grade -(EA)
210418 Expose Existing CMP
Remove 15' ofCMP-(EA)
12
HIGHLIGHTS FROM
SPECIFICATIONS:
210-09 ExpOs a EnIMIrq CMP Rem ore 3' Top o1 Plp - (EA)
210-10 Insert tY' SOR-35 Sewer Plp In ExIsILq CMP- (U)
210.11 Adjust Sprinkler BolJCep Exlsnlp/MOClly Irrigation System- (EA)
300-01 Aggrepa Ie Bafe Courfe - (CI S or 6(- 6" Depth - (CIP)- (TON)
30e-02 ABC -(CI 5 or 6) - 6" Depth- (CIP) - Patch Plesemem- (TON)
IN-01 RecondNkhmgl6")-(SY)
HIGHLIGHTS FROM
SPECIFICATIONS:
30741 Flyash$ubgrade Stabilization-(12%)-(SY)
40341 HBPavamant-Gntlgty 5-10013"DePth)-(PG6 29)-(TON)
M342 HBPavement-Grading SGr100 (6" DepthHPG 58-28)-(TON)
M343 HBPavament-Grading S-100(2" DepthHPG 64481-(TON)
403-04 A6pha)t Patching -Grading SG-100(5'Oepth)-(TON)
412�01 Portland Cement Cpncrete Pavament(IV')-(SY)
HIGHLIGHTS FROM
SPECIFICATIONS:
Saar 6' drI15' Type L Pop Rep pY wet' Type N BMEInO she P Topsoil CWW - (EA)
60341 lav 30" XERCP Clwa III -(LF)
GI IY RCP CIau III -IV)
61]L] , .1 CIau h -ILFI
603Y4 15" RCP CIau III FES - (EA)
60] 05 24" CI» a III RCP wl WTw TIOM Jalnle (A lTM CW)-(LFI
WIS. s" S—er 50R15 21 IIneer Iew Its Xuewalle-'$I
S
INTRODUCTIONS:
Street 4versizing Program:
Matt Baker- Program Manager (222-0748
cell#)
Quentin Egan - Construction Manager (222-0860
cell#)
Craig Farvo - Senior Construction Inspector (222-
0854 cell #)
Mark Laken- Project Engineer (222-3546 cell #)
INTRODUCTIONS:
• COFC Departments:
- John Steptan- Purchasing Agent (221-6777)
- Ralph Zero - Assistant City Forester
(221-6302)
- Steve Lukayski - Parks Project and Cem. Mangaer
(416-2063)
- Eileen SctW - Life Cycle Coordinator
(416-2062)
- Don Bachnan - City Engineer
(221-6605)
- Syl Mireles- Traffic Control Coordinator
(221-6815)
Bob Zakety- Watershed Env. Shed (224-6063)
HIGHLIGHTS FROM
SPECIFICATIONS:
• 60347 Field Cofiar on 19" x 30" HERCP- (EA)
• 50346 29" x 45" HERCP Class III -(LF)
6044i1 5' Type R Inlet - (EA)
60445 Area Inlet with 6" Orri0ce Plate - (EA)
50"3 4' Concrete Sidewalk C ulvert -ILS)
604-04 W Sidewalk Chase with a 32' x 2' Concrete Trickle Pan - (EA)
604-05 Modification of Pond Inlet on Homestead Property -(L5)
60446 14' x 1W Manhole Concrete Box with 30" Manhole Frame and
Cover for Access - (C IP)- (EA)
HIGHLIGHTS FROM
SPECIFICATIONS:
604-07 Median Underdrain Plpe System -(4" Perforated Pipe)-(LF)
604-06 Median Underdrain Pipe System -(4"Sol id Pipe)-(LF)
604-09 Tie to Existing Manhole -tEA)
604-10 Concrete Encasements - (EA)
604-11 10 Mill Viscraen Plastic -(SF)
604-12 1 % " Class 200 PVC Irrigation Main - (U)
66443 4" Conduit Steeving - (LF)
604-14 6" Conduit Sleeving - (LF)
HIGHLIGHTS FROM
SPECIFICATIONS:
W741 Smcath Wln Fence - (I.F)
M41 celwetl Concrete Truck R. mP(ARpovad Red) -e'-ISF)
601424--Y J'4'Sloswae-(SF)
M43 Enhanced Cc brad C.—rate Crc ssweIke (Ract Wi 2' ctempW
tordxa -ISF)
M-04 Exlpead A00ra,ate Concrete Median SPNaMbck"San DMao
euM-(SF)
603-05 Flewrlll O,ar S he sec. Unklea -(LF)
M46 FlowaEle Fill Concrete - (C YI
641 Hl e In Ea riy Concret -(CY)
W48 MSE Amaatona Wall In fM Center Median a lM Reunda Eaut-
ILF)
CS
is
HIGHLIGHTS FROM
SPECIFICATIONS:
60941 Sr v.n la.l curbs cwt.r-ItP)
60943 30" V.rl k.l Curb a Ginter (6" Mount.W.2' Unrbw Gutt.r oxt ........
in all corners) -ILF)
Vol 13" W eeNGwb a Gwtx -(LF)
W-4416"0UU.11Cwba GWlw(6" Mouatab1*2'0ue.11 Guber ..ndlont.r
ISIa M)-(LF) _
409.05 R 3 R V.rt kal Curb a Cult.r -(t F)
MA)a R aR Co noel. S Newan - (SF)
619A1 Re1ceaN EvhtNp W. W Valor (par FCLW O 6pac a) -IEA)
61942 24" Ultra Rb PVC Irrp.tbn Plata - (LF
HIGHLIGHTS FROM
SPECIFICATIONS:
619-03 4' Ol.. Fla Top ManMk-IEA)
61944S'.5'Can arel.Irriga pan 6p1111ar Box wl2"Waternoto"24"C. 9 91M.
G. lea (.w E.te ll)-(EA
)
61945 TM to 9.1. tint, Irrgatkn- (EA)
61946 W. Irrl plus. 5.,la.: W..r `WB..atlow Pray..1.1lW.Wl Screen
Cwtl,Par Can. IF -IL9)
HIGHLIGHTS FROM
SPECIFICATIONS:
202-21 Rotomill 2" of asphalt from Zle ler Road centerline Sla. 36+46
to 44+97 (existing seam to lip a qutter�- (SY)
202-22 Removal of Asphalt prior to installation of waterline from
Ziegler Road centerline Sta. 44+97 to 50+50-(TON(
203-16 Remove/Replace Unsuitable Trench Backfill (Sta. 36+96 to
45+06) assuming 3' Oepth x 2' Width -(CY)
203.11 Remove/Replace Unsuitable Trench Back611 (Sta. 45+06 to
56+51) assuming 3' Depth x 2' Width - (CY
7
HIGHLIGHTS FROM
SPECIFICATIONS:
403-05 "T" Patch following installation of valentine (for limits of item
(TON)
QU6 "T" Patch folowing installation of waterline (for limits of item
(TON)
403A7 2" Oveda , Grade 6-100 (PG 64-281 Ziegler Road centar6n r Sls
36+46 to 44+97- (TON)
SAW Tie to Existing -(LS)
619AS 24" Cl 52 OIP, double strap bonded, ..,..trained M
poly"ap-(LF)
HIGHLIGHTS FROM
SPECIFICATIONS:
ON
6194934- CI 5201P, do uble strap bonded, reatreiM4 train, Field Lae Rescues, w/
pol"rap, Ste. 364%to 37s]6 a M 56+1510 51+45)-ILFI
611.10 24" Cl 53 011, dou64 atrep bonded, neoralmd us,„ Floss Lak BesbelnL wl
111w1.1suPpon. with caslnp cM1acFs. lnatalled In ex. 36"steel casing -ILFI
a19-11 34" Bends aM thust Blacks- (EA)
619-12 Cnncrete E ncassmaM of Eslatlr, 30" RCP Slermplpe - (LS)
615-1320n22`A Oasree Vart set S.MawNh mechanlcel reslrelon- IEAI
HIGHLIGHTS FROM
SPECIFICATIONS:
619-14 Air Vac Valve and Val" Assembly -(EA)
619-15 24" It 45 Degree Hodzontal Bend with thrust bloc", rolate
fitting to achieve required Vertical alignment- (EA)
619-16 24" Plug earth Thrust Block mare end of waterline Construction -
(EA)
HIGHLIGHTS FROM
SPECIFICATIONS:
2 8'1041 Irrigalmn - (SF)
Z0041 Bl.. G,... S.d - (Sf)
2WO-01 H.,.. J uM, - JEA)
20W.02 Win..OP. rk. A... -(EA)
2NO.03 Ch*nMN r P— - (EA)
2900-00 PuM% f A)
2W45 T.p..0 - WO .—,.(k f., oM.. m.dl.. - (CY)
• THANKS FOR COMING!
WE WOULD BE HAPPY TO SCHEDULE A
SITE WALK THROUGH
:4
Remove FES & Fence Area
Remove Radius/ Walks
Sidewalk
Remove
Rundown/
P,,,'u',',,',,Iverize
Mill 2" / Saw Cut Concrete
Reset FES/ Remove Rip Rap
Remove Replace Wood Fence
INTRODUCTIONS:
• Design Team:
— COFC Traffic Operations:
• Eric Bracke, P.E. (221-6062)
— North Star Design:
• Michael Oberlander, P.E., L.S.I. (656-9399)
• Fort Collins -Loveland Water District:
• Terry Farrill (226-3104)
• Poudre School District:
• Tammie Simpson — Project Manager (556-9299)
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BID OPENING:
• When:
— May 16, 2006 at 3:00 p.m. (Our Clock)
• Where:
— 215 North Mason Street (2nd Floor)
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IMPORTANT MILESTONES:
AWARD CONTRACT
- Approximately the third week in May
- Mandatory Meeting Prior to Start of Construction
- Date to be determined after contract is awarded
CONSTRUCTION START DATE
- Start: June 1, 2006
- Latest Date for Substantial Completion: September 1, 2006
SUBSTANTIAL COMPLETION
- To be determined by the Contractor in the A+B Bid
- The Project Must be Substantially Complete no later than September 1, 2006
FINAL COMPLETION
- Maximum allotted time = 14 days following substantial completion
A+B (Cost + Time) BID:
• Why use an A+B Bid on this project?:
— A+B bidding should not be used on all projects, so staff made
this recommendation based on the following criteria:
• The Poudre School District 2006-2007 School Schedule
- This project is surrounded by an Elementary, Junior High and High
school
• There are multiple activities occurring which have to be completed
simultaneously
• The local residents — long detour routes
• FCLWD 24" Waterline Project on Ziegler Road
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! A+B BID:
• What is an A+B Bid?:
I
— This is a contracting method used by the Colorado
Department of Transportation -'DOT)
— A = Contractor's total bad for the work items
• The Bid Schedule Format:
— We have the quantities calculated for each line item
— Contractor will need to assign their unit cost to each item
- Total Construction Cost = Total A
A+B BID:
• What is an A+B Bid?:
— B = Number of CALANDER DAYS required to
substantially complete the work
• The number of calendar days must fall within the dates
given:
— June 1, 2006 through September 1, 2006
• Bad weather days and unforeseen circumstances will be
handled by the City of Fort Collins representative and
additional days will be credited as necessary
� f
A+B BID:
• Substantial Completion is Defined as:
— All work requiring lane or shoulder closures or other traffic obstructions is
complete.
— Traffic is following the lane arrangements shown on the plans for the
finished roadway.
— All pavement construction, joint sealing and shoulder embankment is
complete.
— Traffic control devices and pavement markings are in their final positions.
— All pedestrian sidewalks and decorative crosswalks within the right-of-
way are complete.
— All median and center of roundabout concrete is complete and approved
by the COFC.
A+B BID:
• Daily Costs for this Project:
— How did we calculate the daily cost?
• There are 10688 vehicles that travel through the project limit every
day. The amount of vehicles that will he affected totals 7140Iday.
Length of closure = 3550 feet
• Length of a mile = 5280 feet
• Reimbursable Mileage = 43.3 Cents ' Mile
Equation: (355015280) x (.433) x (714O) _ $2,071.38
A+B BID: Bid Schedule
A+ B B 1 D:
• Incentive / Disincentive:
- Early Completion of Work (Incentive):
• If the Contractor completes the work in less than the total
number of days bid, an incentive will be paid to the
Contractor.
- Example:
» B = 90 Calendar Days
» Contractor reached substantial completion in 00 days
» The Contractor will receive (10 Days) x ($2,072.00) = $20,720.00
incentive
• Maximum Incentive Allowed = 5% of Contract Amount (A)
A+B BID:
• Incentive / Disincentive:
- Late Completion of Work (Disincentive):
• If the number of calendar days required to substantially
complete the work is in excess of the total number of
calendar days bid, a disincentive will be deducted from
payments made to the Contractor.
- Example:
» B = 90 Calendar Days
» Contractor reached substantial completion in 100 days
» The Contractor will receive(10 Days)x($2,072.00) = $20,720.00
disincentive
7
SUMMARY OF WORK:
• Ziegler Road and Kechter Road Roundabout:
The improvements for this project include widening Ziegler Road from
Shallow Pond Dr. north to the Kechter Road intersection (approx. 600
feet) to minor arterial standards. The construction scope consists of:
curb and gutter, bike lanes, sidewalk, new irrigation pipe and splitter
boxes.
• The existing concrete intersection of Ziegler / Kechter will be pulverized
in place and re -constructed as a 130 foot diameter roundabout. The
proposed intersection work will consist of: concrete paving, decorative
concrete medians, enhanced colored concrete crosswalks, rotomilling
operations, flyash operations, asphalt paving, landscaping, stormsewer
improvements.
• The project also consists of installing a 24" waterline for the FCLWD
(approximately 2400 linear feet), from Kechter Road south to Trilby
Road.
CONSTRUCTION DOCS:
• Ziegler Road & Kechter Road Roundabout
Proiect:
- Roadway Plans:
• Roundabout Designed By: Eric Bracke, P.E.
• Drafted and Designed By: North Star Design - Michael
Oberlander, P.E., L.S.I.
- Sheet #'s: 1 - 35
- FCLWD 24" Waterline:
• Designed By: The Engineering Company
w,
- Sheet #'s: 1 - 4 '