NORTH GARDEN AVE GARAGE - 18-0033-EN - ADMINISTRATIVE CHANGE ORDER #1 & FINALAdministrative Change Order 1&Final
PROJECT:
North Garden Ave Garage
CONTRACTOR:
Restocon Corporation
337 N Falkenburg Rd
Tampa, FL 33619
DATE:
PROJECT NUMBER:
PO REFERENCE:
COUNCIL AWARD:
DATE OF CONTRACT:
CODE:
May 5, 2021
18 -0033 -EN
20000371
November 7, 2019
January 21, 2020
ENPK 180003-CONS-CNSTRC
SCOPE OF CHANGE: This Change Order Accepts Revisions to the Contract
decreasing and increasing items in accordance with field conditions to close the project -see attachment.
STATEMENT OF CONTRACT AMOUNT
ORIGINAL CONTRACT AMOUNT
Administrative Change Order 1& Final -City Manager
NEW CONTRACT AMOUNT
APPI�I�ED AS TO If6RM:
Owen Kohler,
ATTEST:
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Rosemarie Call,
9,„
Date:
CITY OF CLEARWATER, in
PINELLAS COUNTY, FLORIDA
William B. Horne, II
$ 702,848.40
($52.449.57)
$ 650,398.83
nt City Attorney
`�c WAi'E,P.P
ty Clerk
ACCEPTED BY:
Res
con Corporat
By:
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Recommended By:
City of Clearwater
Ivan Dimitrov,
Project Manager
Tara Ki ett
City Manager PE, City Engineer
Page 2 of 3: Administrative Change Order 1 & Final North Garden Ave Garage
ITEM DESCRIPTION UNIT QTY UNIT COST TOTAL COST
Decreases:
2 Concrete repair- Delaminated areas, spalls and exposed metal in CF 44.39708 $ 425.00 S (18.868.76)
vertical and overhead surfaces.
3 Concrete repair- Delaminated areas, spalls and exposed metal in CF 13.19574 $ 420.00 $ (5.542.21)
horizontal surfaces.
16 Stucco Repair - Remove and replace any damaged/ SF 500 $ 25.00 $ (12.500.00)
delaminated/failing stucco along the east elevation of the parking
garage. Refer to Specification 09221.
18 Stucco Repair- Remove and replace any damaged/ SF 3 $ 35.00 $ (105.00)
delaminated/failing stucco throughout the remainder of the
parking garage. Refer to Specification 09221
22 Installation of Concrete overlay/topping material for topping slab SF 100 $ 35.50 S (3.550.00)
25 20% Contingency 1 $ 117,141.40 $ (117.141.40)
Total (decreases): $ (157,707.37)
Increases:
6 Clean and coat rust -stained, surface corroded shear connector bars EA 285 $ 36.50 $ 10,402.50
at locations throughout the parking garage; refer to detail 2/S3.1.
7 At damaged/broken shear connectors, remove and replace with EA 25.65517 $ 145.00 $ 3,720.00
new reinforcing steel bar at locations shown on drawings. Refer to
detail 1/S3.1.
9 Heavy -Duty Traffic Grade Waterproofing Membrane - Refer to LS 0.095212 $ 157,111.00 $ 14,958.88
Specification 07185: Installation of waterproof deck membrane at
existing coated locations (refer to drawings/ plan sheets S2.1 and
S2.3). Work includes necessary surface preparation to accept
waterproofing membrane as per manufacturer's surface
preparation requirements. Work includes all cant beads at slab
transitions and membrane shall extend over cant beads.
10 Remove and replace all existing sealants throughout the parking LS 0.062452 $ 93,000.00 $ 5,808.00
garage, including but not necessarily limited to interface between:
-Control Joints -Topping Slab and Sidewalk -Top concrete
•Sidewalks and pre -cast concrete wall panels•Sidewalks and
concrete columns•Concrete stair system and concrete
walls•General - interfaces of concrete elements•Window frame to
wall surface at the northeast elevator enclosure•Top of slab surface
and vertical surfaces•Exterior wall panel and column -Exterior
wall panel and panel •Handrail post base perimeters•Installation of
any absent horizontal to vertical concrete surface interface sealants
I I Handrail Post Base Repairs - Excavate existing unsound concrete EA
to expose corroding metal handrail post base. Clean metal surfaces
of corrosion, coat metal and concrete areas with bonding agent and
anti -corrosion coating. Replace excavation with new concrete
material. Refer to detail 5/S3.2.
135.00 $ 135.00
13 Handrail Post Base Repairs - When section loss at post base is EA 11 $ 225.00 $ 2,475.00
encountered, repair via splicing new pipe segment; refer to detail
4/S3.2.
Page 3 of 3: Administrative Change Orderl & Final North Garden Ave Garage
ITEM DESCRIPTION UNIT QTY UNIT COST TOTAL COST
15 Stucco Repair - Remove and replace existing corner beads at the LS 2.195531 $ 5,500.00 $ 12,075.42
front arched facade framing and exterior columns along the east
elevation via the following: *Remove existing stucco finish to
expose existing corner beads •Remove existing metal corner beads
and replace with PVC corner beads as shwon in drawing details 1
and 2/S3.2. •Replace stucco finish at afftected areas
19 Paint Exterior Wall Surfaces and Facade — existing painted LS 0.805532 $ 14,267.00 $ 11,492.53
surfaces at the front (east) elevation (including front columns,
planter walls, office half walls and arched facade) and exterior
surfaces of stair and elevator towers. Refer to specification 09900.
24 Exterior Metal Framing Repair- At areas of stucco removal and SF 866.4798 $ 51.00 $ 44,190.47
replacement, when corroding metal framing is encountered, metal
framing is to be repaired or replaced
Total Increases: $ 105,257.80
Total Net (Decreases)/Increases Code: ($52,449.57)