TURNER ST AND FT HARRISON DRAINAGE IMPROVEMENT PROJECT - 19-0007-EN -PROPOSAL FOR CONSTRUCTION MANAGER AT RISK PROJECT - 19-0007-EN (EXPIRES 60 DAYS FROM NOTICE TO PROCEED) E
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CERTIFICATE OF SUBSTANTIAL COMPLETION
Project. Turner SUM Harrison Ave Draina a la w rovenients Contract Number: 19-007-EN
Contract Date: 02147/19 Notice to Proceed Tate; (0/29/19
Substantial Completion Date: 1(111(1119 Warranty Expiration Date: 14110124
The work performed under this Contract has been inspected by authorized representatives of the fawner
and Contractor, and the Project is hereby declared to be substantially completed on the above date,
DEFINITION OF SUBSTANTIAL COMPLETION
Substantial completion is the stage in construction when a project or designated portion thereof
is sufficiently complete in accordance with contract documents so that the Owner can use the
work, or portion thereof,for its intended use. Items that affect operational integrity andfanction
of the work must be capable of continuous use.
The Contractor accepts the above Certificate of Substantial Completion of the outlined project area and
agrees o complete and correct the items on the tentative list within the time indicated..
Keystone Excavators,Inc, print Name of Authorized Representative 6ate
The Owner accepts this Project as Substantially Complete and assumes full possession of the Project on
October 10, 2019. The responsibility for utilities,security, and insurance under the Contract Documents
shall beas set forth in the Contract Documents,
A,
X
City of Clearwater Print Name ofAuthorize Representative Date
PROJECT ONE YEAR WARRANTY
Contract Section 11J,
13.5WARRANTY1C1"RRECT ON PERIOD
If within one year after the date of Substantial Completion or such lunger period of time as may be prescribed
by Laws or Regulations or by the terms of any applicable special guarantee required by the Contract
Documents or by any specific provision of the Contract Documents, any Work is found to be defective,
Contractor shall promptly, without cost to the Owner and in accordance with the Owner's written
instructions;(i)correct such defective Work, or, if it has been rejected by the Owner, remove it from the site
and replace it with Work that is not defective and(ii)satisfactorily correct or remove and replace any damage
to other Work or the work of others resulting therefrom...
Where defective Work(and damage to outer Work resulting therefrom)has been corrected, removed or
replaced under this paragraph the correction period hereunder with respect to such Work will be extended for
an additional period of one year after such correction or removal and replacement has been satisfactorily
completed.
Substantial Completion Tate: 1411011.9 Warranty Expiration Tate: 10110/20
copy of this signed and executed document should be provided to the following parties:
City Owner Representatives Contractor, City Engineering Construction Office Specialist, Project Pile
KEYSTAVAYORS, INC,
371 Scarlet Blvd.
COC O S 9 Oldsmar. FL 34677
FPSCV 725207000119% Phone 813-854-2342 Fax 813-854-2993
PEgposal fQt Co—n5tructigti-MilgaLrer-at-Risli Project
Date Jarman 25.2013
T'(',), Phuorig Vo, Engineering Specialist III
Cit\ of Clear%%ater—Engineering Department
100 S. klrile Ave., Suite _200
Cleamater. Ft., 33756
RE- TURNER ST& FT. HARRISON DRAINAGE IMPROVFMENLOCitv Proiect#:_19-0007-EN
As requested, enclosed is the proposal for construction cal`Tyrne St.,and Ft. liarri5on Drainage
i r__
trnprovement subinined in accordance "ith the is,,,wed conceptual plan and attached detailed bid
propoial for a(juaranteed Maxiivum Price of SS 74J10.00.
Scope of Work,
Contractor t�ill be working at the southwest and southeast comer of Furritr St and Fort 1-farrison Ave,
the main obJective of the project is to address the drainage problems at the pedestrian ramps, And
adjacent asphalt at these locations- The south\kesi ramp "ill he brought into l"Lill ADA compliance,
but Ices stone does not guarantee the southeast ramp can be brought to fully compliance due to space
firrinations caused by the existing hand rail and drop curb, I lowever, KeNrStone mill flI tn; to improve the
situation as best as it possibl% can. A possible solution might be modi(Ning the street turning radius to
achieve a larger landing area;Other ideas might be introduced in the field to accomplish the objective,
flie scope of wNork is further detailed In the attached bid proposal and the conceptual plan, All %kork
shall adhere to Cit)'s latest specifications and standards, including
Nlaintenance ofTraffic Plan-
Clarificafions:
• Since unit cost of straight curb and type I curb is the sarne wt $3 1,LF incl alledi, neer curb to
be constructed iv ill be field determined to best resolve the issues.
• C rushed concrete proposed underneath the ne%s curb is 6-'thiLk and extends 6" he,,ond back
of curb as shown in Cit\,-s, index 101.
• Asphalt proposed is FDOT SP 12.5 and diali cover cost of adJusting,any lerature
exposed/buried to the nek\ finished surface.
(oncrele work shall cover cost of adJustiriv,an\ leawre expcised'buried to the nes finished
surface.
• Kexsione%N ill coordinate e%i Ili CiIN's comrictor,NIP6 Electric 1`oi signal and traffic I oop t%ork
and-Other agencies as rii ight be needed w complete flic project, N%ith the Cit% control I im-, their
Electric contractor's J)eN'Ormance thrcu-h the Citx%,manding contract \k ith, %111G
• Ke%,Ntonc',., contract price is based (in accomplishing their ork in one move-in.
cost Detail:
Amount
Cost 01,\k ork S 53.848.30
Subtotal S i 814 8,i 0
---1—�------------------- - - -------
Gerieral Conditions(or Gericral
Consstrum'on Mahn,,r! t-ee S 2,691.65
Scrip-T01al S 6L92�JK,f
Cr )tj!in(!cncN 20'11, 12.385.00 i
6 u a ra n te ed Ma x i m u m l<'rtc -5 74.3 10.00
Project Duration -,hall be 60 calendar day's fico to the date of the Notice to Proceed, and is contilloctil
Upon the Cit%'S Flectrical Contractor -s Start and Completion dales.
E'xisting Con tram Viiii proposal is submitted in conjunction\%ith the exisi i ng(on.,truction\,lanager at Risk
Services Continuing Contract entered with the Civ, ofClearwaler on August 4,2016 based on RFC #24-W
t1 -ANIP Exceeds, $150,000� Per Section Ill, Article 5.1 ofthe Contract Sj-.wec i 114 m lons. the contractor shall
provide to the public entity a certified copy of[lie recorded bond. Once the Cit\ receives a certified copy of
thea recorded bond. a Notice to Proceed mak be iSSLIed. Include the attached bond form as-sell as the Po,,%er
of Auorne\.
].or work perfilrTned, invoices shall be submitted to the Cit\ of Cleamater. Engineering Department, AIIII:
Veronica Josef, Senior Staff Assistant. 1-1.0. Box 4748, 6earwater. Florida' 3 1758-4748. Contingency
servic es max be billed only after a\rittCrl akithorization isprovidedb) theiL\ toproceed with those seri ices.
KEYSTONE EXCAV'ATORS, INC. CITY OF CLEARWATER, FLORIDA
BN--
136., -&,6— -LILL
Rorert L. J`orn\sall' William B. I lorne II
President C. Mawwer
Date Date
KEYSTONE EXCAVATORS , IN(..'.
GU("O §icense 56698 371 Scarlel, B[vd,, 01(Jsn'tar- FL 34677
F:PS11"N license 725207000196 Phone 811,3,854-2342
Date : January 25 2019
Bid to En-gineerippl13epartment
City of Clearwater
for
TURNER STREET and Ft Harrison Ave
Construct Improvements at Intersection / Ramps / Paving
i# Quantity UNIT TOTAL
Item !tern Description I PRICE PRICE
1 Crew Mobilization, Set-up, Office Overhead Costs I LS $ 11,250.00 $ 11,250.00
2,Field Layout, Check Existing Grades, 1 LS $ 2.884.00 $ 2.884,00
Set New Grades to achieve Storm run-off
3 Maintenance of Traffic I LS $ 3,570.00 $ 3,570.00
4 Tree Barricades --- Excluded from Proposal Excluded
5 Silt Fence, Inlet Protection, Erosion Control I LS $ 1,644.00 $ 1,644.00
6 Livensed SURVEYOR's As-Built Survey Plot 0 LS $ 3,960.00 Excluded
7 Furnish RED-LINE NOTES to City -- 1 LS $ 1,174.00 $ 1,174.00
Cost Saving Alternative to Surveyed As-Builts
8 DEMOLITION
9 Demolish &Haul CONCRETE CURB 80 LF $ 6.00 $ 480.00
10 MILL Asphalt Road to New Grades 2 EA $ 2,136.00 $ 4,272,00
11 Demolish &Haul CONCRETE SIDEWALK RAMPS 2 EA $ 3,560.00 $ 7,120.00
at Corners of Intersections
13 Excavate & Grade to new configuration, 1 LS $ 3,560.00 $ 3,560.00
Furnish Backfill material as needed.
14 STORM DRAIN NONE figured NONE
15 CONCRETE and PAVING items
16 CURB , as TYPE I Curb or STRAIGHT Curb 80 LF $ 33,00 $ 2,640.00
17 VALLEY GUTTER 0 LF $ 34,00 $ -
18 6" ROAD BASE, CRUSHED CONCRETE 13 SY $22.00 $ 286.00
19 Construct New CONCRETE SIDEWALK RAMPS 2 EA $ 7,105.00 $ 14,21 O.00
at Corners of Intersections
20 MOBILIZE ASPH CREW&EQUIP/Paving Machine I LS $ 3,960.00 $ 3,960.00
21 2" ASPHALT Paving 15 Tons $ 225.00 $ 3,375.00
22 CROSSWALK STRIPES 1 LS $ 1,500.00 $ 1,500.00
23 IRRIGATION REPAIRS at work area 0 LF $ 4.00 $
24 SODDING, to Match Existing 0 SF $ 1.25 $
25 SIGNALS, TRAFFIC LOOPS in Paving EXCLUDED
26 Crosswalk SIGNAL Work --- EXCLUDED BY OTHERS (CITY'S SUB) Excluded
27 TRAFFIC LOOPS in Road --- EXCLUDED BY OTHERS (CITY's SUB) Excluded
Sub-Total $ 61,925.00
20% Contingency $ 12,385.00
TOTAL Bid $74,310.00
Submitted by e
David Atkins, Estimator
Keystone Excavators, Inc.
Project at SW and SE corner of Turner Street and Ft.Harrison Ave.
Pro'ect,ojbectives:Reconstruction of pedestrian ramps/curbs and asphalt roadway necessary to address
observed drainage problems(as seen on the below 4 photos)and bring them ramps to ADA requirements
(where space limitation is not an issue),Work shall adhere to City's standard and specifications and applicable
rules that are required of the contractor.
Accurate limit of asphalt,concrete work/cu rbs and restoration are to be determined in the field by the
contractor to accomplish the project's objectives. See conceptual plan on attached page for further detail of the
proposed work.
Existing drainage problem at SW comer of Turner St.&Ft.Harrison proposed to be rectified by the contractor
hz7
Existing drainage problem at SW comer of Turner St.&Ft.Harrison is proposed to be rectified by the contractor
Reconstruct rarnps, curbing, yeliFo�w Wdewtvec�ia ]a warning mats, nrlillh-esurface asphalt to address drainage issues at these 2 location and
bring the ramps to ADA cornpliance wherever space allows.
-Linift of rernovallmill and reconstructionlresu rf ace is field determined by the contractor.
-Adjust valves, MI-1, and any encountered traffic boxes or w-iy existing feaftAfeS to the now edevation,
-Restort,all disturbed sod and pavernent rnarkings.
-Coordinate with MPG (City's contractor)in advance for traffic loop arid pedestrian signal work,
-All work shall be in accordance with City's standards and specrficafions,ADA and other applicable rules required of the contractor.The
City acknowledged with Jeff Truxton on: 1123/19 the vertical drop and railing located at the SE corner hinder the ability to comply
with ADA requirement 100%.
-Contractor to provide MOT plan and get approval with traffic dj0scon,erosion controi tneasures,safety rieasures,coordination with
retie uire,cl natality cornpaniles that rnighl be involved with the project,
-Contractor to Provide all survey needs for construction and as-buift.
new asphalt firnit shall at
least be covering these
Bald patches,
onceptual Plan for prof W corners of urner Street and 1"I
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