3.14 3.14
FINANCIALU020\Purchase-Cemetery Storage Building-Bluescope Construction-Best Value and Piggybacking-Sourcewell-Establish Capital
Project Transfer From Capital Reserve 64-12-20
RESOLUTION AUTHORIZING PURCHASE AND CONSTRUCTION OF
STORAGE BUILDING AT PINE VIEW CEMETERY BY
BLUESCOPE CONSTRUCTION, INC. AND ESTABLISHMENT OF
CEMETERY STORAGE BUILDING CAPITAL PROJECT FUND #236
RESOLUTION NO.: ,2020
INTRODUCED BY:
WHO MOVED ITS ADOPTION
SECONDED BY:
WHEREAS, the Town of Queensbury's Cemetery Superintendent and Cemetery
Commission have recommended that the Town Board authorize the establishment of a Cemetery
Storage Building Capital Project to provide for the purchase and construction of a storage building
at the Pine View Cemetery,and
WHEREAS, Sourcewell is a cooperative, municipal purchasing program that specifically
benefits municipalities countrywide, including the Town of Queensbury, which program combines
competitive bidding and best value criteria, and
WHEREAS, the New York State Legislature adopted legislation allowing any political
subdivision in New York State to "piggyback" off an existing County/State Bid and therefore, due
to the agreeable and advantageous terms represented by BlueScope Construction, Inc., in this
instance, the Town of Queensbury wishes to piggyback with Sourcewell for the purchase and
installation of a Rough Order Magnitude (ROM) Storage Building as set forth in BlueScope
Construction's letter and proposal dated November 13, 2020 for the amount of $498,588 as
presented at this meeting,and
F
WHEREAS, the Town of Queensbury will adhere to all New York State bidding
requirements, and
WHEREAS, the Town Board wishes to accordingly establish Cemetery Storage Building
Capital Project No.: 236 and authorize withdrawals and expenditures in the amount of$498,588
from Capital Reserve No. 64 to fund this Capital Project, and
WHEREAS, in accordance with New York State General Municipal Law §6(c), the Town
Board is authorized to withdraw and expend funds from Capital Reserve No. 64 subject to
permissive referendum,
NOW, THEREFORE,BE IT
RESOLVED, that the Queensbury Town Board hereby authorizes establishment of
Cemetery Storage Building Capital Project No. 236 in the amount of $498,588 to establish
funding for expenses related to the Cemetery Storage Building Capital Project described in the
preambles of this Resolution, and
BE IT FURTHER,
RESOLVED, that the Queensbury Town Board hereby approves and authorizes the
finalization of design consistent with the Sourcewell bid and purchase and construction of a Rough
Order Magnitude (ROM) Storage Building by Blue as set forth in BlueScope Construction Inc.'s
letter and proposal dated November 13, 2020 substantially in the form presented at this meeting and
in accordance with the cooperative, municipal purchasing program Sourcewell for the amount of
$498,588, and
BE IT FURTHER,
RESOLVED, that the Town Board acknowledges that the exact details of such building and
the price will be determined consistent with the Sourcewell bid during the finalization of design
process and that the Town Board will have to approve such bidding and final price at that time if
different than that approved in this Resolution and if the Town Board should approve a total cost
for the building of at least$500,000, it is a condition of approval that BlueScope Construction, Inc.
shall have to comply with the New York State Wicks Law for this project,and
BE IT FURTHER,
RESOLVED, that this Resolution is contingent upon BlueScope Construction, Inc., paying
prevailing wages as required for municipal projects under New York State Laws, and
BE IT FURTHER,
RESOLVED, that the Town Board hereby finds that the withdrawals and expenditures for
such Capital Project are expenditures for a specific capital project for which the Capital Reserve
Fund No. 64 was established, and
BE IT FURTHER,
RESOLVED, that the Town Board further authorizes and directs establishment of
appropriations and estimated revenues as follows:
0 001-9950-9030-0064 Transfer to Capital Project- $498,588
• 236-0000-55031 Interfund Revenues - $498,588
• 236-8810-2899 Capital Construction - $498,588
and
BE IT FURTHER,
RESOLVED, that the Town Board further authorizes and directs the Town Budget Officer
k
to amend the Town Budget, make any adjustments, budget amendments, transfers or prepare any
documentation necessary to establish such appropriations and estimated revenues, and
BE IT FURTHER,
RESOLVED, that the Town Board further authorizes and directs the Town Supervisor to
execute any necessary documentation, including any needed Agreement between the Town and
B1ueScope Construction, Inc., in form acceptable to the Town Supervisor, Cemetery
Superintendent, Town Budget Officer and/or Town Counsel, and
BE IT FURTHER,
RESOLVED, that the Town Board further authorizes and directs the Town Supervisor,
Cemetery Superintendent, Town Budget Officer, Purchasing Agent and/or Town Counsel to take
any and all action necessary to effectuate the terms of this Resolution, and
BE IT FURTHER,
RESOLVED, that this Resolution is subject to a permissive referendum in accordance with
the provisions of Town Law Article 7 and the Town Board hereby authorizes and directs the Town
Clerk to publish and post such notices and take such other actions as may be required by law.
Duly adopted this 2Is'day of December, 2020, by the following vote:
AYES
NOES
ABSENT:
CONSTRUCTIONBLUESCOPE
November 13,2020
Ms. Barbara Tierney
742 Bay Rd,
Queensbury, NY 12804
Regarding: Pineview Cemetery Storage Building ROM
Queensbury, NY
Dear Ms. Barbara Tierney:
BlueScope Construction is pleased to present our Rough Order Magnitude(ROM)for the above referenced facility, Our
history of service includes the successful competition of over 1,000 projects without termination,litigation or liquidated
damages. We hope this type of service history will be part of the evaluation of each competitive offer as you review"best
value"for this project. We look forward to offering our service to your agency for this new facility.
By purchasing this facility through the Sourcewell contract,you can buy the building and construction services without going
through the traditional bid process,saving you time and money.Additionally,the design-build process is collaborative and
ensures you get the facility you desire at the price you have funded. Under this offering,we provide a firm fixed price so you
can avoid the high cost of multiple change orders.You'll still get the local execution on the project you desire along with
factory-direct pricing on the building shell.You'll find this method is much easier than typical procurement methods and helps
you avoid the pitfalls of the low bid process.
As General Contractor, BlueScope Construction is teaming with Whelan and Curry Construction local builder in the role of
Prime Subcontractor.As the prime subcontractor Whelan and Curry Construction will be responsible for coordinating all local
on-site vendors, trades and subcontractors This is our typical project approach, utilizing local specialists known and trusted to
perform at a high level of quality and service.We believe this approach will be the best value:national experience and
oversight from BlueScope Construction and local presence and small business participation from Whelan and Curry
Construction.
We believe our ROM is the best value based on the following:
• BlueScope Construction is the preeminent supplier of pre-engineered buildings(PEB)with multiple North American
manufacturing plants. BlueScope Buildings a member of the Metal Building Manufacturers Association,Design-Build
Institute, and US Green Building Council.
• BlueScope Building PEB brands,including Butler Buildings,are the world's most popular brands with more total in-
place square footage than any other manufacturer.
• As part of BlueScope Buildings, BlueScope Construction offers factory-direct pricing on the PEB at most favored
customer pricing.
• The Butler-Cote TM standard finishing system on metal panels has a 25-year warranty guaranteeing resistance to
chalking and fading of the paint. This includes blistering,peeling,cracks or chipping.
• The MR-240 metal roof system is the most specified standing seam metal roof in the industry and has an available
20-year weather tightness warranty.
• BlueScope Construction is a national contractor with a direct connection to a local general contractor network
giving you a local presence and small business participation on your project.
Copyright BlueScope Construction,Inc.2020.This Proposal contains infamalion oonfio gr0al and proprietary to BlueScope Conskx bon,Inc.Anyinformaton,data and drawings
included in this Proposal are supplied to you with the understanding that they W1be hell confidentially,used ody for the purpose of evaluabhg this Proposal,and wilt not be disused
to third partes without the prior written consent of BlueScope Constnrction,Inc.
11-13-2020
Page 2 of 2
• Our experienced team has built over 1,000 government projects.
• We offer unparalleled customer service with more than 85%of our business each year from repeat customers.
• BlueScope Construction and BlueScope Buildings have outstanding quality control and the capability to build to
the highest levels of construction performance.
For these and many other reasons noted throughout this ROM,we believe you will receive the best value building by utilizing
BlueScope Construction.Attached are the"Scope of Work"and"Schedule of Values"documents to complete our ROM.
Please note that this offer is based on a design-build solution and the Scope of Work defines the intent of our proposed offer
to furnish and install this Project for the price listed on the Schedule of Values document as per our Sourcewell purchasing
cooperative contract vehicle.
Thank you for your interest in our BlueScope Construction team and our Sourcewell contract for your facility needs.
We welcome any questions or comments you may have regarding this ROM. Please contact Rasa at the number stated
below.
Regards,
Rasa Kozak Brian Aldrich
Project Manager Director, Government Services
Phone: 816.245.6421 Phone: 816.245.6886
Cell: 816.681,4328 Fax: 816.245.6899
rasa.kozak(a bluescopeconstruction.com bn aid rich(a)_biuescopeconstruction.corn
Copynght BlueScope Conshchon,Inc.2020.This Pmisal contains information confidential and propmtary to BlueScope Construction,Inc.Anyinfumation,data wd drawings
induded h this Pmposal are supoiied to you with the understanding that they will be hell confidentially,used only for the purpose of evaluaPng this PrWai,,and will not be disclosed
to third parties without the pnor w den coned of BlueScope Consftdon,Inc.
x
Town 91
Quqansl"'Iry' NY
i 2,1643
)tiqe Building
i312020
ATTACHMENT A
SCOPE OF WORK
BUTLER BUILDING MATERIALS
{f
Division 13 TRUCTION
BUTLER
Budding Structural System
General
The Building Structural System furnished by Butler Manufacturing/BlueScope Construction shall be as follows:
Unit 1 30'-0" 80'-0" 1 14'-0" LRST 1 :12 4 @ 20'
Low
Str'Il,;tUroi Type Description—Genera!
Pre-engineered Building Systems(PEB)
The design of the LRST—single slope with tapered columns
The endwall of the structural systems consist of rigid frames with endwall post.The endwalls have not been designed for
future building expansion.
In the longitudinal direction of these structural systems, rod bracing,portal frame will be used to resist longitudinal loads.
This primary framework supports roof structurals and wall structurals,which, in turn,support the roof panels and wall
panels, respectively. Roof structurals will consist of cold form Z's or C's appropriately designed to meet design criteria. The wall
structurals consist of cold form Z's or C's designed to resist horizontal loads from the walls.
Unless specified otherwise,BlueScope Construction will determine the structural system and the type and configuration of
components that make up the structural system that satisfy the requirements necessary to meet codes,loads,building layout and
clearances.
8LUE SCOPE
CONSTRUCTION RUCTI
,terI
x
fawn of Queensbfrrry
QueenSb'Uty, "NY
21543—Cemetery Staracpe Building
`ti [
d+j
Oesicin criteria
i
- •• International Buildin Code 14C18
I ur i' I
• 2018
•• Standard Occu angZ Structure
-.. ... a ...
- ••• _20 psf(non-reducible) __
•• ••• 5 psf or actual-whichever greater
••• 5 psf
• 115 mph Exposure B
• Enclosed
• Ss=23.8% S1=6.8%
B
•• none
.
• •• L1180 Live load
• U100 10- ear wind or lateral crane_
e •• L/150(Live load)
L190(10-year wind)
Structural Steel Desire",
All structural mill sections or welded-up plate sections shall be designed in accordance with the 15th Edition of the A1SC
Specifications for the Structural Steel Buildings.Cold-formed steel structural members shall be designed in accordance with
AISI Specification for the Design of Cold-Formed Steel Structural Members.Steel bar joists shall comply with specifications of
the Steel Joist Institute.
Wal&?ig
Welding procedures shall be in accordance with the American Welding Society Structural Welding Code.
Structu"al `ain iog
All Butler structural steel components shall be factory cleaned to remove all loose mill scale and other foreign material generally
conforming to SSPC-SP 2(Hand Tool Cleaning). The parts are shop coated with a single coat of gray corrosion inhibiting primer
keeping with Steel Structures Painting Council(SSPC)Paint Specification 15.This primer is considered a temporary and provisional
coating. This single coat primer is not an intermediate or finish coat. Cold formed Z's and C's will be G-30 galvanized and clear
acrylic coated.
'
A�F' #?{..i§ ,e oitL
Unless requested by client,anchor bolts,embedded plates,handrail,pipe bollards,and other miscellaneous steel components
are excluded from the building shell unless specifically included in our ROM.
Use of ESFR sprinkler systems will require coordination of the sprinkler heads and the roof secondary members. If this
coordination does not occur during the design of the steel building,field modifications may be required.The engineering and any
field modifications required will be billed as a change order.
OwI III �' •.Ii a • � ; u� �
SLUESCOPE
CONSTRIKIION
Queensbury, NY
s43— Cetneror✓Sh lrage Building
11/13/2020
BUTLER
-)4"` Roof' stern
i _.
General
The roof shall be MR-240 roof system as furnished by Butler Manufacturing as
follows:
Panels shall be factory roll-formed, 24"wide,with two major corrugations,2" high l4
(2%"including seam),24"on center.The flat of the panel shall contain cross flutes 6" r
on center perpendicular to the major corrugations the entire length of the panel.
Ridge assembly shall be designed to allow roof panels to move with expansion and
contraction. r
Roof panels shall be factory pre-punched at panel end to match pre-punched holes in
the eave structural member. Panel end splices shall be pre-punched and pre-
notched. 'Y A
„{x
Panel Maferiaj and Finish _
Panel material and finish shall be 24-gauge steel coated both sides with a layer of
acrylic coated Galvalume°aluminum-zinc alloy(approximately 55%aluminum,45%
zinc)applied by the continuous hot dip method. Minimum 0.55-ounce coated weight
per square foot as determined by the triple spot test per ASTM Specification A-792.A clear acrylic film is applied for additional
protection.
System Design
MR-24 roof system panel shall be designed in accordance with AISI Specifications for the Design of Light-Gauge,Cold-Formed
Steel Structural Members or CAN/CSAS136 Cold-Formed Steel Structural Members—latest edition.
Panel system shall be designed to support design live load.
All endwail trim and roof transition flashings shall allow the roof panel to move relative to the wall panels as the roof expands and
contracts with temperature change.
Connection of MR-24 roof system panel-to-structural members,except at eave,shall be made with clips with movable stainless
steel tabs that are seamed into standing seam side laps.
MR-24 roof system panel-to-panel connections shall be
made with a positive,field-formed standing double-lock
seam,formed by a special lock seaming machine.The <.;w..
machine field forms the final 180 degrees of a 360- >'ime"eam
degree Pittsburgh double-lock standing seam;all side "a
lap sealant shall be factory applied.
E.. us f
S� � 1+`8iJs
The MR-24 Roof System carries an Underwriters Laboratories(U.L.)wind uplift resistance classification of 90 to ensure structural
integrity and possible reduction of insurance rates(construction numbers 62,62A,&178).
6pti.^I SqS;./O�bg'E
4
row/7 of Quagnsburry
Queensb?ury, NY
11113/2020
Provision f r ExpansiordContraction
(' Provision for thermal expansion movement of the MR-24 roof system panel shall be accomplished by the use of clips with a
factory centered,stainless steel moveable tab.A force of no more than 8 pounds will be required to initiate tab movement. Each
i clip shall accommodate a minimum movement of 1.25"in either direction.
BUTLER
Roof Accessories
Gutter and Downspouts
Gutter shall be Butler contour type(4-%"wide x 5"deep)and shall be provided with downspouts(4"x 3")at eaves.
Gutter and downspouts shall be fabricated from 26-gauge galvanized steel,ASTM A924,G90 coating,and shall be painted in
a Butler-Cote®paint finish in standard color.
Gable Trim
Gable trim shall be Butler contour type and shall be provided at gables.Gable trim shall be fabricated from 26-gauge galvanized
steel,ASTM A525,G90 coating,and shall be painted in a Butler-Cote®paint finish in a standard color.
Ear w i rir,
Eave trim shall be Butler contour type and shall be provided at eaves.
Eave trim shall be fabricated from 26-gauge galvanized steel,ASTM A525,G90 coating,and shall be painted in a Butler-Cote®
paint finish in a standard color.
. .� —
� o
Qi-}eensbury, ;91Y
16 31_ ninelery Storage uiid,;ng
SUTLEf�
1_)W.3JlTMWaH System
f
General
ShadowallTM wall system panels shall be furnished by Butler Manufacturing as follows: ,
Panels shall be 36"wide with four major corrugations, 1-7/16"high and 12"on
center with two minor corrugations between each of the major corrugations the entire
length of the panel.
Wail panels shall be factory pre-punched and shall match pre-punched holes in f --_12 �._{- '2=, 'Z
structural.
0 � i
Panel Design
Panel design shall be in accordance with AISI Specification for the Design of Light-
Gauge, Cold-Formed Steel Structural Members,or CAN/CSA-S136 Cold-Formed
Steel Structural Members,and in accordance with sound engineering methods and
practices.
a ;ri i��ia��,• a! a;�:� ;"i;�is� f:c��3 +;Vi 't'�r; v3
Panel material and finish shall be 26-gauge painted Gaivalume@ aluminum-zinc alloy The ShadowalITIA system is designed to
as per ASTM Specification A-792 with exterior colors of Butler-CoteO finish system,a " '
full strength,70% Kynar 500e or Hylar 50000 fluoropolymer(PVDF)coating.
h 1 a 5
ha/`1Ja;i3!'t !;diccaf,,ng shall 9?Ge =,-�i. i}I 25 03 For : ?
i H C�,i wo.,y.
a period of 25 years chalking shall not exceed ASTM D4214#8 rating and will not
fade more than 5 color difference units per ASTM D2244. Interior color shall be tight
Gray polyester color coat not formulated for exterior weathering.
Panel-to-structural connections shall be made using ScruboltTm fasteners with TorO heads or self-drilling screws with Torx heads.
Panel-to-panel connections shall be made with self-drilling screws with Torx heads.All exposed fasteners shall be pre-painted to
match wall color.
MOD-36 wall liner panels shall be provided as follows:
__-36
MOD-36 wall liner panels shall be formed from 28-gauge
coated steel with a minimum yield strength of 80,000 psi and shall be nominal 36"wide with corrugations V high,
3"on center.
Appropriate pre-painted outside corner,inside corner,channel cap,and trims at liner penetrations are included;however,base
and column trims are excluded.
.,
1 Tnvnof -lueensburry
Queensbury, NY
t 21343 a ('�meter tcrage Building
11/13/2020
1 �
I IF Wall Accessories
Butler Pre-Hung Personnel Boors
Personnel doors shall be provided as per Butler's standard product offering as follows: (500 Series)
(2) each—3'x 7'with panic hardware,closure and kick-plate
Personnel doors shall be pre-hung hollow metal type and meet the requirements of Commercial Standards SDI-100. Door
leaves shall be 1%"thick,full flush,constructed of 18-gauge hot dipped galvanized steel(A60),prime painted in beige color.
Doors to have an insulated polystyrene core continuously bonded to door skins. Door frames shall be 16-gauge galvanized
steel(A60)and prime painted in beige color. Doors shall be complete with aluminum threshold,weather-stripping,and full
mortise ball bearing hinges. Doors shall have a Hager 701exit device with lever locket. Closers shall be falcon SC71 heavy
duty.
Overhead Door Openings
Overhead door openings shall be provided as follows:
Two(2)each 12'x 10'
Two(2)each 12'x 12'
Overhead door openings shall be as per Butler standard details complete with structural secondaries for jambs and head,drip
gutter trim for head, and trims for jambs as appropriate for the Butler metal wall panels.
BUTLER
tac:r?us�x
Roof and wall insulation shall be faced fiberglass blanket insulation furnished as follows:
Roof—R19 (6"faced over pudins)uninsulated half of building
Roof—R30 (6"faced over purlins bottom,3'/2"top layer)insulated half of building
Wall—R19 (6"faced)%building plus the partition wall
Note:The R-values listed above are not continuous where compressed at the purlins and gifts.
Fiberglass shall be as outlined in the North American Insulation Manufacturing Association(NAIMA 202-96)specification,or
equal.The fiberglass shall be faced with WMP-VR-R on one side.The composite of fiberglass and facing shall have surface
burning characteristics not to exceed 25 flame spread and 50 smoke developed when tested in accordance with U.L.723 test
method or ASTM E84 test method.
C:
The facing shall be WMP-VR-R. WMP-VR-R is composed of PSKP,white polypropylene film,fiberglass and polyester scrim,
metallized polyester.The resulting facing shall have a water vapor transmission rate of 0.02 US perm(ASTM E96).
L`
5SCOPE
4("'N STRtJCTIO
56
— Queensbury, AN
.� 21643- {eMgte-y,Starige Building
\ ;� 1312020
( ilverc o ) Pialin Glide Fail protection
f
LIrlin Gjll e(registered trademark)
f
Is an OSHA-Compliant leading edge fall prevention(over the purlin)roof system that provides
high R value with speed of installation,including bar joist.Single and Multiple Layer systems up
to R32. Meets or exceeds ASTM E-84.The welding process produces seams that exceeds the
ASTM D-751 for the fabric.The system allows flexibility under adverse weather conditions.
M
UFSCOP
CONSTRUC TfON
m
� ToNrJCfQG'eetlSbClt'
ueensbury. APY
Storage Building
14111312 0?J
l._
E
1
i
ATTACHMENT A
SCOPE OF WORK
ANCILLARY SERVICES
Architectural Services
Structural Design and Engineering
INSTALLATION AND SITE PREPARATION
Division 1 t �: � ' IREMENTS
General Conditions
Project management
Site supervision
Site maintenance during construction
Site Safety Program
Final clean up—all work to be"broom clean"unless noted otherwise
Division 2 - L ; TRUCTION
Mobilization
Slab preparation including six-inch(6")crusher run base
Sidewalk prep-apron including six-inch(6")crusher run base
Foundation excavation&backfill
Site demolition—concrete pads at existing garages
Earthwork-swale and misc.grading
Storm drainage
Division �,RETE
Footing concrete figured to be 2'-0"x1'-0"
Ten-inch(10")frost wall concrete at insulated portion of building
12"xl8"concrete haunch-unheated portion of building
2'-6"x2'-6"x4'-0"piers concrete
3'-6"x3'-6"x1'-0"piers footing concrete
Six-inch(6")concrete slab
Fibers for slab
Concrete apron to be length of building five feet(5')wide and six-inch(6")depth
Concrete reinforcement and accessories:
Strip footing
.P,
1 ___----.--• Queensbury; N�
1, 2164 —L'ernetery Storage Build
i
1111312020
Wall
Piers
Pier footing
1 1 Haunch
Chairs-footing and slab
Under slab poly
Expansion joint and cap
Two(2)pump trucks
Division NRY
Not included
Division xALS
Not Included
Division 6 - h.ASTICS
Not Included
Division 7 - THEk0 PROTECTION
Two-inch(2")rigid insulation(R-10)at foundation
Sill sealer/caulk
Division 8 - L. '01INDOWS
One(2) 12'x12' insulated sectional door
Three(2) 12'x10' insulated sectional door
Four(4)overhead door operators
Division 9 FINISHES
Not included
Division i '11.TIES
Not included
Division e 1.1MENT
Not included
Division i . "'ISHINGS
Not included
Division 13 — INSTALL. & SPECIAL.
CON; ,_90N
Installation of Butler Building Materials, Summarized Above
Complies with BlueScope Construction Safety practices
..• •..• as
tot.Off SCOPE
f 0012STRUCTION
`W
v 4tr;eueensburry
ueensbury, N:,
'176543 w Cam?tWy storage Building
-= !1i 13/2020
Division 1 , SYSTEMS
Not included
- ! Division i u;. =� LAICAL
1
Provide HVAC system including two(2)tube style infrared heaters at insulated side of building
Tie to existing sewer line to stub in building for future use
Tie to existing water service line for hose bib connections
Tie to existing gas service line-tie to tube heaters
Oil water separator
Four(4)catch basins
Two(2)exterior hoses bibs
Two(2) interior hose bibs
Division _ 11--I 'RICAL
Feed new building from existing panel
Fourteen(14)convenience outlets forty-eight inches(48")AFF
Connection for compressor
Overhead door operator connections
Interior LED strip lighting in each bay
Three exterior wall packs
Exit signs/lighting
ASSUMPTIONS, CLARIFICATIONS AND EXCLUSIONS
Assn; °ins
A Standard Butler Color will be specified
Geotechnical investigation and recommendations shall be provided by the city.We have assumed an allowable soil
bearing of 2,000 PSF
Davis-Bacon Prevailing Wages
Warranty; Includes one(1)Year Materials and Installation
Connection to existing utilities,will be within 5 feet of building slab perimeter
Utilities have adequate capacity for building needs
Progress Payment Invoicing,according to Schedule of Values,submitted with no more than one invoice per month
Clad#. _ ns
This offer is based on a design/build solution and this ROM supersedes all other plans and specifications related to
this project. If there is a discrepancy between plans or specifications provided for this project and this ROMI,the
descriptions included in this Scope of Work shall take precedence. If there are any questions regarding clarity of our
ROM, please contact us prior to issuance of a Purchase Order.
Trovwi of Queensburry
Qu�ensdury, NY
21643—'Ct'iratefy Storage Building.
�+ 11i13/2020
Sales tax, City shall provide necessary tax-exempt certificate
Builders Risk insurance
Municipal Agency&Building Permit Application fees
Site work other than building-related sitework mentioned above;asphalt paving,parking lot preparation(see alternate),
Stormwater systems except as mentioned above,landscaping,etc.(to be determined)
Rock excavation if encountered
Fire Alarm, Fire Protection systems(to be determined)
Special painting or galvanizing of structural steel
Interior build-out,finishes,millwork,etc. (to be determined)
Tap Fees
Building &site signage
Furniture, fixtures&equipment
Utility consumption charges&service fees for water,gas and electric during construction
Material testing services during construction
Hazardous material testing and abatement
Winter conditions
National Grid Fees-confirmation on service size TBD
Bollards
Company Information for Order Entry Includes
BlueScope Construction, Inc.
Sourcewell Contract Number:013019-BSC
Tax ID Number:43-0949971
LUESC PE
CON S TRUCT O
_. owo
`. ae,-?-?sbw y, NY
-;'"i-312020
ATTACHMENT B
SCHEDULE OF VALUES
Schedule of Values per Division, as defined above:
DIVISION • AMOUNT
Division 1 General Requirements $101,824
1A Design &Ancillary Services $15,957
113 Payment& Performance Bond $2,668
Division 2 Existing Conditions $72,751
Division 3 Concrete $84,334
Division 7 Thermal and Moisture Protection $6,644
Division 8 Doors and Windows $20,445
Division 13 Special Construction (PEMB Installation) $57,354
13A Special Construction (BBNA Materials) $57,713
Division 22 Plumbing $24,699
Division 23 HVAC $19,896
Division 26 Electrical $34,303
TOTAL = $498,688
The Design, Installation and Site Preparation Services portion of this quote is valid for 30 days at which time a new quote
must be obtained.
ALTERNATE PRICING
Bid Alternate—Exterior Improvements(asphalt paving, parking lot preparation): ADD $36,502
Wif
.. ''
ALUESCOPE