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Mason Scope of Work Proposal

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0% found this document useful (0 votes)
106 views5 pages

Mason Scope of Work Proposal

Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
Available Formats
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S.C.

SWIDERSKI CONSTRUCTION
401 RANGER STREET, MOSINEE, WI | PHONE: 715-693-9522 | FAX: 715-693-9523 | VISIT OUR WEBSITE AT SCSWIDERSKI.COM

Urban West North Apartment Facility

Instructions to Bidders - Scope of Work for Masonry Supply and Installation Urban West North
Apartment Facility. BP-2

Exhibit A

GENERAL SCOPE OF WORK DESCRIPTION: BIDS DUE: 05/16/17

The scope of work shall include the labor (whatever craft is required), supervision, materials,
construction power requirements, installation equipment, taxes, freight, insurance, consumables and incidentals
incurred, all in accordance with the S.C Swiderski drawings and specifications indicated on the listed S.C
Swiderski drawings (See Section 3.) The scope is to provide complete masonry wall assemblies and exterior brick
facades for the Urban West North facility only.

The subcontractor shall perform all required masonry activities. All CMU block, brick, rigid insulation,
control joints, joint reinforcing and weep holes are to be installed per material installation specifications. In
addition, all structural steel is to be installed per plan at the required opening locations and at the elevator shaft
car support beams. This work scope is intended to include all required masonry / lintel and header installation
activities and the all required miscellaneous materials and reinforcement for a complete masonry wall system.

The overall size of the Urban west North Apartment facility is 275’-0”l x 157’-0”w, and is shaped like an “L”. All
work is based on the scope of work, provided below and the documents referred to herein.

1.0 URBAN WEST NORTH FACILITY MASONRY CONTRACTOR BID REQUIREMENTS:

 Separate the CMU labor installation costs, and CMU materials costs.
 Separate the brick façade labor installation costs, and brick materials costs.
 Bid standard CMU block sizes and utility sized brick. Color TBD.
 Please provide labor costs for a five day work week and a six day work week.
 Reference the attached Subcontractor General Rules and Orientation document, for S.C Swiderski
subcontractors. Exhibit B.
 All subcontractors for S.C Swiderski must meet and/or exceed the Safety Policies.

1.1 Site Division of Responsibilities (DOR):

 Site construction office, office equipment, by SCS.


 Site Office Phone, Internet (ISP) by SCS.
 Site required Port-a-Johns by SCS. Minimum 1 per 20 employees.

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 Site storage (weatherproof) by Subcontractors. IE: Lockable containers.
 Site required dumpsters & disposal arrangements by SCS.
 Site construction power by Subcontractors.
 Site storage /lay down yard SCS Construction to avoid muddy conditions.
 Site access for semi-trailer material deliveries by SCS Construction.
 Site Permitting by SCS.
 Site security (scoped work area only) by Subcontractor.

1.2 Building Masonry Requirements:

 All masonry walls to be true and plum, too industry standards with acceptable craftsmanship.
 All elevation surveying during masonry installation by Contractors to plan elevation.
 All masonry walls shall have the required joint reinforcement, control joints and weep holes as specified
by plan and material specifications.
 All performance and lab testing by SCS. Mortar testing may be required for specified masonry walls.
Subcontractors are encouraged to self-record /document results of all required inspections and testing.
 All Wythe’s of the required wall assembly will be clean from debris and of visually acceptable quality.
 All scaffolding being utilize will be of an acceptable OSHA required quality. Well maintained and
inspected documentation for the utilized scaffold systems will be required and produced upon request
from the site superintendent.

2.0 DETAILED SCOPE OF WORK REQUIREMENTS:

2-A. General Scope of Work Requirements:


 All required construction equipment, consumables, and fuels for the Urban West North facility CMU
walls and CMU elevator shafts. Installation of a brick façades exterior locations with the required
industry accessories, by the Masonry Subcontractor.
 All required construction power by Masonry Subcontractor.
 All required installation crew labor, tools, consumables, scaffolding and safety equipment for execution
of the plan by Subcontractor.
 All required Foremen, with an adjustable crew size and man loading plan for a five day and/ or a six day
work week.
 Foreman and crew substitutions require approval from SC Swiderski prior to execution. Foreman and
crew are preferred to start and complete with minimal crew changes.

 All mortar testing will be performed per industry standard compaction testing. All site fill materials are
to be verified for type and size on a per delivery basis. Delivery tickets are required.

2-B. Erection CMU Bearing Walls, Elevator Shafts and Brick Façade: Erect all CMU bearing walls, elevator
shafts and brick façades per the approved plans to the specified dimensional distances.

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 Installation of all CMU walls indicated in the approved plans, and specs.
 Installation of all CMU walls required at the facility elevator shaft, to include installation of the lift beam.

 Installation of all structural steel embedded and miscellaneous steel required for a complete masonry
installation.
 Installation of exterior brick façade, to include all required insulation, reinforcement, and drainage
(weep holes), per plans.

3.0 DRAWINGS AND SPECIFICATIONS: (Add all pertinent CD’s and Project Specs)

Drawing # Description Arch/Engineer (Revision) & Date

G1 – G4 Code Information SCS Const IFB 4/14/17


C600 – C604 Civil Plans Becher-Hoppe IFB 4/14/17
S0.0 – S1.4 Structural Plans ERA IFB 4/14/17
A1.1 – A9.14 Architecural Plans SCS Const IFB 4/14/17

Exhibit B Subcontractor General Rules and Orientation


DIV 04-60-00 Concrete Masonry Units SCS Const SPEC
DIV 04-71-00 Brick & Simulated Stone SCS Const SPEC
DIV 04-80-00 Masonry Mortar & Grout SCS Const SPEC

P1.1 – P11.1 Plumbing Plans Auth IFB 4/14/17


M1.1-M5.5 Mech – HVAC Plans Auth IFB 4/14/17
E1.1 – E8.4 Electrical Plans Auth IFB 4/14/17

4.0 SCHEDULE OF WORK:

The facility masonry is scheduled to start by/on Late Summer and be complete by/on December 31st 2017. A
detailed construction schedule will be reviewed via preconstruction meeting / contract award meeting.
Labor requirements and working hours may be adjusted to fit this timeline. All overtime costs are not

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authorized unless absorbed in the contractors accepted bid. The contractor will be permitted to work
weekends, at straight time, to make up for lost time due to weather delays.

5.0 CHANGES TO THE SCOPE OF WORK:

All changes to the scope are to be documented (via proposal/estimate) and formally distributed to SC
Swiderski – Attn: Dave Gliniecki (dgliniecki@scswiderski.com). Lessee change requests and/or additional
contractor provided materials which were NOT included in the original quote, and are deemed acceptable will
constitute an appropriate change requests. These requests must be submitted to SC Swiderski via a signed
formal change order, proposal and/ or estimate, prior to proceeding with the work and/ or purchase of
materials to perform the change request. Payment will not be considered, if work is performed or materials
are purchased for a change request without appropriate change request approvals and signatures.

6.0 SITE VISIT:

By site examination, the contractor is to satisfy themselves as to the nature and location of the scoped work.
The conformation of the facility, the character and quality of materials to be encountered, the character of
the equipment and facilities needed preliminarily to and during the execution of the work. The general and
local conditions, and all other matters which can in any way affect the contracted work.

7.0 WORKING HOURS:

Normal working hours are (5) ten hour days (Monday through Friday) or as directed by the Project Manager
(Dave Gliniecki). Saturdays may be used for lost time due to weather days or for work and coordination around
conditions and/or other crafts, all at straight time rates. 12 hour days may be utilized to accelerate erection
time requirements as needed. Reference Section 1.0 Bid Requirement Section (bullet #4).

8.0 TECHNICAL QUESTIONS ONLY:

Any technical questions required can be obtained by either contacting Dave Gliniecki, at (715) 921-4733 or
E-mail dgliniecki@scswiderski.com, shall be made available to answer technical project questions/
assistance. Any information received which may affect and/or revise the original project requirements or
the project specifications shall be noted in a memo and made part of the contract via a formal change order
submitted to SC Swiderski, Dave Gliniecki (dgliniecki@scswiderski.com). See Item #4.0 above.

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9.0 EXPEDITING AND INSPECTION:
SC Swiderski, LLC expediters and inspectors are entitled to ask for and receive any and all pertinent
information regarding the project. In addition, expediters and inspectors may have access to vendor’s shops
to witness progress and inspect materials to determine project status. When required, Subcontractors shall
supply to SC Swiderski, LLC a list of suppliers, vendors, and materials purchased (without prices) for expediting
and inspecting purposes.

10.0 CONFIDENTIAL INFORMATION:

All project drawings, specifications, and technical information provided shall be treated as confidential and
proprietary to SC Swiderski, LLC. Contractors shall not permit any such drawings, tracings, sketches,
specifications, or other system information to be shown or disclosed to anyone other than those who need
it in connection with this scope of work. If deemed necessary SC Swiderski, LLC withholds the right to
request/ require a non-disclosure agreement with any and all involved parties.

11.0 WEEKLY / DAILY PROGRESS REPORTS:


SC Swiderski requires a weekly progress update from the Erection Subcontractors, submitted in an SCS
approved, formatted document, issued to the Project Manager (Dave Gliniecki). A portion of this report
shall pertain to performance versus the SCS erection schedule. Installation/ erection slippage will require
an “action plan” from the erection subcontractor to “recover” the lost time in the schedule. This is seen as a
resource planning aid. A submitted daily report in an SCS approved format, for tracking daily erection
progress, utilized manpower, weather conditions, safety inspections, daily toolbox topics and STPs.
SCS Construction requires (1) site wide weekly meeting performed by the subcontractor CSM and Site Super,
addressing safety, project progress, and announcements (as applicable).

12.0 COMPLIENCE WITH AUTHORITIES HAVING JURISDICTION:

The contractor shall abide by, and is responsible too comply, with all owner, local, state, federal
codes and regulations for the above mentioned project, for the duration of the above mentioned
project.

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