D6 2025 Misc Demolition Projects - Specifications (1).docx
DOCX document 76 KB Posted
- Attached to
- Demolition Modular Buildings & Warehouse
- Solicitation number
- WCSD6-25-796-0416
- Issued by
- Weld County, Colorado
About this file
This is a comprehensive demolition project specification document for the School District 6, covering multiple school sites in Colorado. The project involves the demolition and disposal of modular classroom buildings and associated site structures at four different school locations: Franklin Middle School (three modular classroom buildings), Maplewood Elementary School (one modular classroom building), Jefferson Junior High School (one modular classroom building and two sheds), and Jefferson High School/CTE Center (two storage buildings). The project is scheduled to occur between June 2 and July 3, 2025, with specific start and completion dates for each site. Work includes complete building removal, foundation and concrete flatwork removal, site grading, utility isolation and capping, fence removal and installation, and debris disposal.
The project requires compliance with multiple regulatory standards, including OSHA, EPA, and Colorado Department of Public Health and Environment regulations. The contractor will be responsible for obtaining necessary permits, conducting utility locates, managing dust control, and ensuring environmental and safety compliance. Liquidated damages will be assessed for late completion of work. The contractor must provide detailed submittals including a Plan of Action, staff contact information, and documentation of disposal and recycling methods. Specific requirements include maintaining site access, protecting adjacent facilities, controlling noise and dust, and coordinating with the owner's representative throughout the demolition process. The project emphasizes careful site management, safety protocols, and minimal disruption to surrounding areas.
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Other files
| File | Type | Posted |
|---|---|---|
| 2025 Demo Projects_front.docx | DOCX document | |
| Jefferson Site Plan 2014.02.07.pdf | ||
| Franklin Demo.png | PNG image | |
| CTE_JHS Demo.png | PNG image | |
| JHS-CTE Storage.pdf | ||
| Franklin Modular DEMOLITION.pdf | ||
| Jeff Jr HS Demo.png | PNG image | |
| Maplewood Modular Demolition.pdf | ||
| Maplewood Demo.png | PNG image |
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Text version
SECTION 01010
SUMMARY OF WORK - DEMOLITION
PART 1 - GENERAL
1.0 RELATED DOCUMENTS
Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification sections, apply to work of this section.
1.1 SUMMARY
1.1.1 Section Includes:
General description of the work of the entire Project with any limitations or coordination with other contracts, if any.
1.2 GENERAL
REFER TO GENERAL CONDITIONS AND SUPPLEMENTARY CONDITIONS
The Contractor shall be responsible for the verification of all quantities and conditions prior to performing the Work.
Salvage materials not scheduled for reuse shall be disposed of as instructed by the Owner’s Representative. Upon completion of the work and at such times as directed, remove all surplus materials, debris, equipment, and implements from the site and leave the site in a clean, neat condition.
1.3 PROJECT DESCRIPTION
Briefly, the Work of the Contract can be summarized as follows:
Base Bid:
The Work includes, but not necessarily limited to:
Franklin Middle School - Demolition and disposal of three (3) Modular Classroom Buildings. Upon removal of all building, foundation elements and select concrete flatwork, the affected site areas shall be cleaned of all demolition debris and open foundation excavations shall be filled such that slopes are stabilized. Further filling and grading will be performed by others as part of a separate paving and grading project.
Maplewood Elementary School - demolition and disposal of one (1) Modular Classroom Building. Upon removal of all building, foundation elements and select concrete flatwork, the affected site areas shall be filled and graded with roadbase material consistent with existing material, graded to match existing surrounding grade elevations.
Jefferson Jr High School - demolition and disposal of one (1) Modular Classroom Building and two (2) sheds. Upon removal of all building, foundation elements and select concrete flatwork, the affected site areas shall be filled and graded with roadbase material consistent with existing material, graded to match existing surrounding grade elevations.
Jefferson High School/CTE Center - demolition and disposal of two (2) storage buildings. Concrete slabs and foundations shall remain, remove only anchor bolts and other above-slab elevation elements.Additionally, some existing 6’ chain link fence shall be removed and new 6’ galvanized chain link fence installed within the extent shown on the drawings. NOTE - North section of fence bordering neighboring property shall include braces and barb wire to match existing fence.
The Work at all sites includes proper isolation and capping of site utilities to achieve demolition, including but not limited to water, sewer, gas, electric. Utility termination to be performed per specification of municipality or private owner of each utility. Utility locates, permits, notices, and coordination are the responsibility of the contractor.
The Work at all sites includes the removal and disposal of all other miscellaneous debris and site features, including remaining furnishings and building contents not removed by Owner. Coordinate complete list of miscellaneous items to be removed with the Owner’s Representative.
The Work at all sites includes all necessary traffic control, including coordination of traffic control plan, if applicable.
1.4 SPECIAL REQUIREMENTS
1.4.1 Mandatory Sequences:
The Owner and adjacent owners may continue to occupy sites adjacent to where demolition work is scheduled to occur. The Contractor will review the sequencing of work and tailor its construction activities to accommodate the Owner’s occupancy requirements.
1.5 OCCUPANCY
1.5.1 Occupancy by Owner:
During the Contractor's performance of the work of this Contract, the Owner may continue to occupy areas adjacent to the demolition project site.
The Contractor shall not interrupt the adjacent building access, operations or facilities.
The Contractor shall not disrupt means of egress for fire exits from existing buildings and all adjacent buildings.
The Contractor shall limit construction operations to those methods and procedures which will not adversely and unduly affect the working environment of adjacent occupied facilities, including noise, dust, odors, air pollution, ambient discomfort, poor lighting, hazards and other undesirable effects and conditions.
The Contractor shall coordinate with the Owner’s Representative to schedule jack hammering or activities producing dusty conditions, excessive fumes or odors, as to minimize impacts to adjacent facilities.
The Contractor shall notify the Owner’s Representative a minimum of 72 hours in advance of construction activities, which will impact the occupancy, and use of adjacent areas. The Owner’s Representative will coordinate with other tenants.
Interruptions of power, lighting, plumbing, telephone and HVAC services and other utilities require prior notice, and must be approved by the Owner. Interruptions must be scheduled in advance and coordinated through the Owner’s Representative.
1.5.2 Construction Access and Travel:
Contractor access to the site will be as permitted by the Owner. Delivery and use of cranes, heavy trucks and other heavy equipment must be prearranged by more than 72 hours through the Owner’s Representative.
Access to fire lanes must be maintained by the Contractor at all times. Contractor will provide flag personnel during the ingress or egress of large equipment.
Disruption of roads or streets must be permitted separately with the respective municipality.
1.5.3 Construction Parking and Staging Areas:
Work for this project must be performed within the limitations of available space and access to the site. Contractor shall adjust the means and methods of construction to allow for restrictions of the site. Contractor will locate staging area where permitted by Owner.
1.5.4 Protection of Personnel and Facilities:
Provide temporary barriers or partitions protect occupants of adjacent buildings and general public from injury due to work of this project, and to protect adjacent areas of the building from spread of dust or dirt.
1.5.5 Existing Furniture and Equipment:
The Owner will remove or relocate existing movable furniture and salvageable equipment from areas in which the Contractor is working. Items left within the limits of the project site, and not identified for salvage or protection, shall be removed and disposed of by the Contractor.
1.5.6 Coordination:
The Contractor shall note that concurrent with their work, other contractors, suppliers, and adjacent facilities personnel may be working in relatively close proximity. The Contractor will be solely responsible for coordinating their work, through the Owner’s Representative, with that of other contractors and will make no claims for failure to do so.
1.5.7 Normal Working Hours:
Normal work hours are defined as 7:00 a.m. – 5:00 p.m., Monday through Friday.
1.5.8 Work Outside Normal Hours:
Construction work or demolition work outside of normal hours shall be scheduled 72 hours in advance with the Owner’s Representative. Work Outside Normal Hours shall be subject to a maximum permissible sound level of 75 decibels (dBA), measured at the adjacent property line.
1.5.9 Project Schedule:
Work of the project shall occur within the following specified dates/durations, subject to adjustments:
| Franklin MS | |||
| Start: | June 2, 2025 | ||
| Completion: | June 20, 2025 |
| Maplewood ES | |||
| Start: | June 16, 2025 | ||
| Completion: | June 27, 2025 |
| Jefferson JHS | |||
| Start: | June 23, 2025 | ||
| Completion: | July 3, 2025 |
| Jefferson HS / CTE Center | |||
| Start: | June 2, 2025 | ||
| Completion: | July 3, 2025 |
Liquidated Damages – Failure to complete the Work within the specified schedule shall entitle the Owner to collect from the Contractor liquidated damages, in the amount stipulated in the Construction Agreement, per calendar day for late completion per each phase.
PART 2 - PRODUCTS
(Not applicable)
PART 3 - EXECUTION
END OF SECTION
SUMMARY OF WORK - DEMOLITION 01010 -
SECTION 01040
COORDINATION - DEMOLITION
PART 1 - GENERAL
1.0 RELATED DOCUMENTS
Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division sections, apply to work of this section.
| 1.1 | SUMMARY |
| 1.1.1 | Section Includes: |
Requirements for coordination, supervision and administration for Project, including but not necessarily limited to:
Coordination Administrative and supervisory personnel General installation provisions Cleaning and protection.
1.1.2 Related Sections:
Section 01010 - Summary of Work.
Section 01105 - Administration, Procedures and Codes.
| 1.2 | SUBMITTALS |
| 1.2.1 | Plan of Action: |
Prior to the start of demolition work, submit a detailed Plan of Action describing the demolition sequences and staging. The Plan of Action is to include the following specific items:
Equipment Work Hours Crew Size Demolition Approach Staging/Loading Areas Utility Isolation Plan Site Plan following Demolition
1.2.2 Staff Names:
Within 15 days of Notice to Proceed, submit a contact list of the Contractor's principal staff assignments, including the Superintendent and other personnel in attendance at the site; with addresses and contact numbers, including after-hours telephone numbers for emergency response.
| 1.3 | GENERAL COORDINATION |
| 1.3.1 | General: |
Each entity involved in the performance of work for the entire Project shall cooperate in the overall coordination of the work, promptly, when requested, furnish information concerning it’s portion of the work, and respond promptly and reasonably to the decisions and requests of persons designated with coordination, supervisory, administrative, or similar authority.
Where necessary, prepare memoranda for distribution to each party involved, outlining special procedures required for coordination. Include such items as required notices, reports, and attendance at meetings.
Prepare similar memoranda for the Owner and separate Contractors where coordination of their work is required.
1.3.2 Administrative Procedures:
Coordinate scheduling and timing of required administrative procedures with other construction work. Such contractual administrative activities include, but are not limited to, the following:
Preparation of schedules;
Installation and removal of temporary facilities;
Delivery and processing of submittals;
Documentation of progress meetings;
Project closeout activities and procedures.
1.3.3 Conservation:
Coordinate construction activities to ensure that operations are carried out with consideration given to conservation of energy, water and materials.
Salvage all materials and equipment involved in performance of, but not actually incorporated in, the Work. Refer to other sections for disposition of salvaged materials that are designated as Owner's property.
1.3.4 Site Utilization:
In addition to the site utilization limitations and requirements indicated in Section 01010 and indicated by the Contract Documents, administer the allocation of available space equitably among entities needing access and space, so as to produce the best overall efficiency in the performance of the total work of the project. Schedule deliveries so as to minimize the space and time requirements for storage of materials and equipment on the site; but do not unduly risk delays in the work.
1.3.5 Coordination Meetings:
When necessary, schedule coordination meetings on an as-needed basis.
1.3.6 Layout:
It is recognized that the Contract Documents are diagrammatic in showing certain physical relationships of the various elements and systems and their interfacing with other elements and systems. Establishment and coordination of these relationships is the exclusive responsibility of the Contractor. Lay out and arrange all elements as to promote safety, efficiency and to complete the demolition work. In case of conflict or undimensioned locations, verify required positioning with Owner’s Representative.
1.3.7 Large and Heavy Equipment:
Contractor to coordinate with Owner’s Representative requirements to be maintained for the subsequent entry of large equipment units. Coordinate the movement of heavy items with shoring and bracing, so that the building structure will not be overloaded during the movement and installation.
PART 2 - PRODUCTS
(Not applicable)
PART 3 - EXECUTION
| 3.0 | GENERAL INSTALLATION PROCEDURES |
| 3.0.1 | Inspection of Conditions: |
Contractor shall inspect both the substrate and conditions under which work is to be performed. Do not proceed until unsatisfactory conditions have been corrected in an acceptable manner.
| 3.1 | CLEANING AND PROTECTION |
| 3.1.1 | Limiting Exposures: |
Supervise construction activities to ensure that no part of the construction, completed or in progress, is subject to harmful, dangerous, damaging, or otherwise deleterious exposure during the construction period. Where applicable, such exposures include, but are not limited to, the following:
Excessive static or dynamic loading Excessive internal or external pressures Excessively high or low temperatures Thermal shock Excessively high or low humidity Air contamination or pollution Water or ice Solvents Chemicals Light Radiation Puncture Abrasion Heavy traffic Soiling, staining and corrosion Bacteria Rodent and insect infestation Combustion Electrical current High speed operation Improper lubrication Unusual wear or other misuse Contact between incompatible materials Misalignment Excessive weathering Unprotected storage Improper shipping or handling Theft Vandalism.
COORDINATION - DEMOLITION 01040 -5
SECTION 01078
DEFINITIONS AND EXPLANATIONS - DEMOLITION
PART 1 - GENERAL
1.0 RELATED DOCUMENTS
Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 sections, apply to work of this section.
1.1 SUMMARY
1.1.1 Section Includes:
Definitions of certain terms used in the specifications, and explanations of the language, abbreviations thereof, format and certain conventions used in the specifications and associated Contract Documents.
1.1.2 Limitations of Scope:
The definitions and explanations of this section are not necessarily either complete or exclusive, but are general for the work to the extent such definitions or explanations are not stated more explicitly in other provisions of the Contract Documents.
1.2 DEFINITIONS
1.2.1 Approval: Where used in conjunction with the Owner’s Representative's action on the Contractor's submittals, applications and requests, is limited to the Owner’s Representative’s responsibilities and duties as specified in the General and Supplementary Conditions. Such approval shall not release the Contractor from responsibility to fulfill requirements of the Contract Documents, unless otherwise provided in the Contract Documents.
1.2.2 Contactor or Subcontractor: Where the term “Contractor” or “Subcontractor” is used, it should be understood to mean those bidding to these bid documents.
1.2.3 Contractor's Option: Where materials, products, systems or methods are specified to be at the Contractor's option, the choice of which material, method, product or system will be solely the Contractor's. There will be no change in Contract Sum or Time because of such choice.
1.2.4 Directed, Requested, etc.: Terms such as "directed", "requested", "authorized", "selected", "approved", "required", "accepted", and "permitted" mean "directed by the Owner’s Representative", "requested by the Owner’s Representative", etc. However, no such implied meaning will be interpreted to extend the Owner’s Representative's responsibility into the Contractor's area of construction supervision.
1.2.5 Experienced: The term "experienced", when used with the term "Installer" means having completed a minimum of 5 successful previous projects similar in size and scope to this Project and means the Installer is familiar with the precautions required and has complied with requirements of the authorities having jurisdiction.
1.2.6 Furnish: The term "furnish" is used to mean, "supply and deliver to the project site, ready for unloading, unpacking, assembly, installation, and similar operations".
1.2.7 General Conditions: Where the term “General Conditions” are used, it should be understood to mean the contract terms as contained in the Contract Documents.
1.2.8 General Requirements: Provisions and requirements of other Division 1 sections apply to the entire work of the Contract and, where so indicated, to other elements of work which are included in the Project.
1.2.9 Guarantee: The narrow definition of the term "warranty" is hereby established as applying to both "warranty" and "guarantee" which terms are used interchangeably.
1.2.10 Indicated: The term "indicated" is a cross reference to graphic representations, notes or schedules on the drawings, to other paragraphs or schedules, and to similar means of recording requirements in the Contract Documents. Where terms such as "shown", "noted", "scheduled" and "specified" are used in lieu of "indicated", it is for the purpose of helping the reader accomplish the cross reference, and no limitation is intended except as specifically noted.
1.2.11 Install: The term "install" is used to describe operations at the project site including the actual "unloading, unpacking, assembly, erection, placing, anchoring, applying, working to dimension, finishing, curing, protecting, cleaning and similar operations".
1.2.12 Installer: The entity (person, company or firm) engaged by the Contractor or their Subcontractor or Sub-subcontractor for the performance of a particular element of construction at the project site, including installation, erection, application and similar required operations. It is a general requirement that Installers be expert in the operations they are engaged to perform.
1.2.13 Project Manual: The term "Project Manual" refers to a bound, printed volume or volumes, which includes conditions of the Contract and the Specifications. It may also include bidding requirements, contract forms, details, schedules, surveys, reports or other relevant items which may or may not be Contract Documents.
1.2.14 Project Site: The space available to the Contractor for the performance of the Work, either exclusively or in conjunction with others performing other work as part of the project. The extent of the project site is shown on the drawings, and may or may not be identical with the description of the land upon which the project is to be built.
1.2.15 Provide: The term "provide" means "to furnish and install, complete and ready for the intended use".
1.2.16 Regulations: The term "Regulations" includes laws, statutes, ordinances and lawful orders issued by authorities having jurisdiction, as well as rules, conventions and agreements within the construction industry that control performance of the Work, whether they are lawfully imposed by authorities having jurisdiction or not.
1.2.17 Testing Laboratory or Agency: An independent entity engaged to perform specific inspections or tests of the work, either at the project site or elsewhere; and to report and (if required) interpret the results of those inspections or tests.
1.2.18 Where these specifications require Installer experience or other qualifications, such requirements apply to the company and not to its employees or individual members. Where company ownership has changed after the required experience occurred, Owner’s Representative and Owner reserve the right to consider the ownership change as invalidating the experience requirements.
1.2.19 Where these specifications imply an interface or exchange of information between “Subcontractor” and “Owner,” or “Owner’s Representative,” it should be understood that this activity should be routed through the Contractor’s Project Manager.
1.3 SPECIFICATION EXPLANATIONS
1.3.1 General:
This article is provided to help the user of these specifications to more readily understand the format, language, implied requirements and similar conventions of content. None of these explanations will be interpreted to modify the substance of the requirements.
1.3.2 Specification Format:
These specifications are organized and based on the CSI 16-Division format, including subdivision of the Divisions into sections generally conforming to CSI "Master format" for section titles and numbers.
1.3.3 Imperative Language:
Imperative language is used generally in the specifications. Requirements expressed imperatively are to be performed by the Contractor. At certain locations in the text, for clarity, contrasting subjective language is used to describe the responsibilities which must be fulfilled either indirectly by the Contractor or, when so noted, by others.
1.3.4 Specification Content Conventions:
Overlapping Requirements: Where compliance with two or more industry standards or sets of requirements is specified, and overlapping of those requirements also establishes different or conflicting minimums or levels of quality, the more stringent requirement will be enforced unless the Contract Documents specifically indicate otherwise.
Refer apparently equal but different requirements and uncertainties as to which level of quality is required to the Owner’s Representative for decision before proceeding.
In certain circumstances, language used in specifications and other Contract Documents is of the abbreviated type. Implied words and meanings will be appropriately interpreted by the Owner’s Representative. Singular words will be interpreted as plural, and plural words will be interpreted as singular where applicable and where the full context of the Contract Documents so indicates.
Specialists: In certain circumstances the specification requires or implies that specific elements of the Work be assigned to specialists or expert entities who must be engaged to perform that element of the work. Such assignments are special requirements over which the Contractor has no choice or option. They are intended to establish which party or entity involved in a specific element of the Work is considered as being sufficiently experienced in the indicated construction processes or operations to be recognized as "expert" in those processes or operations. Nevertheless, the ultimate responsibility for fulfilling all contract requirements remains with the Contractor.
These requirements should not be interpreted to conflict with the enforcement of the building codes and similar regulations governing the Work. They are also not intended to interfere with local trade union jurisdictional settlements and similar conventions.
Trades: The use of certain titles such as "carpentry" in the specification is not intended to imply that the work must be performed by accredited or unionized individuals of a corresponding generic name, such as "carpenter". It also is not intended to imply that the requirements specified apply exclusively to trade persons of that corresponding generic name.
1.4 DRAWING SYMBOLS
Graphic symbols used on the Drawings are those recognized in the construction industry for purposes indicated.
PART 2 - PRODUCTS
(Not applicable)
DEFINITIONS AND EXPLANATIONS - DEMOLITION 01078 -
SECTION 01105
ADMINISTRATION, PROCEDURES AND CODES - DEMOLITION
PART 1 - GENERAL
1.0 RELATED DOCUMENTS
Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 sections, apply to work of this section.
Section 01090 Reference Standards.
1.1 SUMMARY
1.1.1 Section Includes:
General administrative requirements and procedures and related applicable codes.
1.2 BUILDING DEPARTMENT AUTHORITY
1.2.1 Permits:
No building or structure shall be erected, constructed, enlarged, repaired, moved, removed, converted or demolished unless permits for each project have first been obtained. The Contractor is responsible for costs associated with all construction permits.
A building permit may be required by the governing municipality. The municipality also requires separate permits for utility work, erosion control, and other tasks. The Contractor shall verify and coordinate all applicable permits.
A separate demolition permit must be obtained from Colorado Department of Public Health and Environment for structure demolition. The Contractor is responsible for the cost of the CDPHE demolition permit.
1.2.2 Posting of Permits:
The Contractor shall post all Permits in a visible and protected location near the access to the project. If a visible and protected Permit location is not available at this location, the Contractor shall keep all Permits onsite during the Work and provide the permits on request.
1.2.3 Inspection Card:
The Contractor shall post the Inspection Card next to the permit in a visible and protected location near the access to the project.
1.2.4 Inspection Request:
It shall be the duty of the Contractor to notify the municipality or other agencies that work is ready for inspection. Two working days before such inspection is desired, the Contractor shall call the telephone number posted on the permit to schedule the required inspection. It shall be the duty of the Contractor requesting inspections required by Codes and Standards to provide access to and means for inspection of such work.
A re-inspection fee may be charged for prior rejected items.
1.3 APPLICABLE CODES AND STANDARDS
International Building Code (IBC) (as adopted by the Colorado Division of Fire protection and Control)
International Mechanical Code (IMC) ((as adopted by the Colorado Division of Fire protection and Control)
International Energy Conservation Code (IECC) ((as adopted by the Colorado Division of Fire protection and Control)
National Electrical Code (NEC) (National Fire Protection Association Standard 70) (as adopted by the Colorado State Electrical Board)
International Plumbing Code (IPC) (as adopted by the Colorado Examining Board of Plumbers)
International Fuel Gas Code (IFGC) (as adopted by the Colorado Examining Board of Plumbers )
The National Fire Protection Association Standards (NFPA) (as adopted by the Department of Public Safety/Division of Fire Safety)
ASME Boiler and Pressure Vessel Code (as adopted by the Department of Labor and Employment/Boiler Inspection Section)
National Boiler Inspection Code (NBIC) (as adopted by the Department of Labor and Employment/Boiler Inspection Section)
Controls and Safety Devices for Automatically Fired Boilers CSD-1 (as adopted by the Department of Labor and Employment/Boiler Inspection Section)
Boiler and Combustion Systems Hazards Code, NFPA 85 (as adopted by the Department of Labor and Employment/Boiler Inspection Section)
ASME A17.1 Safety Code for Elevators and Escalators (as adopted by the Department of Labor and Employment/Conveyance Section and as amended byASME International)
Safety Code for Existing Elevators and Escalators (as adopted by the Department of Labor and Employment/Conveyance Section and as amended byASME International)
ASME A18.1 Safety Standard for Platform Lifts and Stairway ChairliftsExhibit A (as adopted by the Department of Labor and Employment/Conveyance Section and as amended by ASME International)
The current edition of the Rules and Regulations Governing the Sanitation of Food Service Establishments (as adopted by the Department of Public Health and Environment/Colorado State Board of Health)
ICC/ANSI A117.1, Accessible and Usable Buildings and Facilities (as adopted by the Colorado General Assembly as follows: CRS 9-5-101, as amended, for accessible housing)
1.3.1 Publication Dates:
Comply with codes and standards in effect at the date of the Contract Documents, except where a standard of a specific date or edition is indicated.
1.4 EXISTING UTILITIES
The existence and location of underground utilities and construction indicated as existing are not guaranteed.
Before starting any work disturbing, moving or penetrating the ground, the Contractor shall notify the Owner’s Representative and the Owner. Contractor must arrange for the locating of all buried utilities within the construction limits and obtain location information for gas, electricity, storm-drains, water and sewer lines from the appropriate entity and locate and stake all known utilities before commencing the construction activities. Contractor must call UNCC and follow all UNCC guidelines.
UNCC (Utility Notification Center of Colorado) Call 811
1.5 SURVEYS, LAYOUTS, LEVELS
1.5.1 General:
Working from lines and levels established by the property survey, establish and maintain benchmarks and other dependable markers to set the lines and levels for the work and elsewhere on the site as needed to properly locate every element of the work of the entire project.
Calculate and measure required dimensions as shown within recognized tolerances. Advise entities engaged in construction activities of the marked lines and levels provided for use.
Record deviations from the required lines and levels, and advise the Owner’s Representative promptly upon detection of deviations exceeding indicated or recognized tolerances. Record deviations, which are accepted (not corrected), on the record drawings. Refer to Section 01720 for record drawing requirements.
1.5.2 Layout Procedures:
Verify layout information shown on the drawings, in relation to the property survey and existing benchmarks, before proceeding with the layout of the actual work. Locate and protect existing benchmarks and control points. Preserve permanent reference points during construction.
Do not change or relocate benchmarks or control points without prior written approval. Promptly report lost or destroyed reference points, or requirements to relocate reference points because of necessary changes in grades or locations.
Promptly replace lost or destroyed project control points. Base replacements on the original survey control points.
1.6 CONTRACTOR'S CONSTRUCTION SCHEDULE
Furnish Construction Schedule, as required by General Conditions, not less than four (4) copies.
Prepare the schedule on a sheet, or series of sheets, of stable transparency, or other reproducible media, of sufficient width to show data for the entire construction period.
Secure time commitments for performing critical elements of the Work from parties involved. Coordinate each element on the schedule with other construction activities; include minor elements involved in the sequence of the Work. Show each activity in proper sequence. Indicate graphically sequences necessary for completion of related portions of the Work.
Coordinate the Contractor's construction schedule with the schedule of values, list of subcontracts, submittal schedule, progress reports, payment requests and other schedules.
Indicate completion in advance of the date established for substantial completion. Indicate substantial completion on the schedule to allow time for the Owner’s Representative’s procedures necessary for certification of substantial completion.
1.6.1 Bar Chart Schedule:
Prepare a fully developed, horizontal bar chart type Contractor's construction schedule. Submit within 7 days of the date established for "Commencement of the Work".
Provide a separate time bar for each significant construction activity. Provide a continuous vertical line to identify the first working day of each week. Use the same breakdown of units of the Work as indicated in the "Schedule of Values".
Include listing of Subcontractors, suppliers and materials agent with name of contact person, address and phone number.
1.6.2 Updating:
The schedules shall be updated and reissued monthly and shall reflect actual job progress, delays or gains of time and any rescheduling. The original schedule and each updating shall be furnished in four (4) copies, one to the Owner and three to the Owner’s Representative. All costs for this scheduling shall be borne by the Contractor. Submit Owner’s Representative's copies as a part of each pay request, which will not be processed without such updates.
When schedule revisions affect the submittals schedule, revise that schedule and submit to Owner’s Representative with revised Construction Schedule.
1.7 ENVIRONMENTAL HEALTH AND SAFETY
1.7.1 Physical, Life, and Fire Safety:
All contractors are required to conform to the Federal Occupational Safety and Health Administration (OSHA) regulations for construction (29 CFR 1926). Certain General Industry Standards (29 CFR 1910) may also apply, depending on location of work. These rulings will apply to owners/operators, sub-contractors and all employees working for these entities.
The Contractor shall have in place an effective health and safety program to control hazards, including but not limited to compressed gases, welding, electrical, safety netting, cranes, scaffolding and supplies on the roof.
Fire protection will be maintained in the construction area to the satisfaction of the local Fire Department and Owner.
During the construction phase, the Owner's staff may conduct oversight inspections to observe and provide recommendations regarding applicable safety standards. The following minimum items are included:
Exit corridors and exit doors will not be blocked without making prior arrangements and installing signage for alternate exit routes.
The Contractor will provide physical barriers with appropriate warning signage to protect public areas from construction work.
The Contractor will conduct daily inspections to eliminate fire hazards and any other safety hazards.
Documentation of safety items presented and resolution of those items must appear in the minutes of the Owner/ Owner’s Representative /Contractor meetings. Inspections by Owner and/or Owner’s Representative are spot-checks only. They are not expected to be all encompassing. These inspections and recommendations do not relieve the Contractor from obligations related to safe work practices, as required under federal law.
Owner and Owner’s Representative have the right to access the site at all times. Should a potential threat to personnel or property be observed, Owner may stop the hazard related operation until adequate safeguards are addressed.
The Contractor will provide signs used for proper identification of construction areas.
The Contractor will provide an adequate number of appropriately rated fire extinguishers to be available on-site for emergency use in the construction area.
Standpipes, pull stations, electrical panels, water control valves and fire hydrants will be accessible at all times.
The Contractor and Owner will provide emergency notification phone numbers to be posted in all construction areas.
The Contractor must notify Owner of any lost time injuries occurring on Owner’s property within one (1) working day and of any fatalities immediately.
The Contractor shall submit copies of all injury reports to EHS, through the Owner’s Representative.
1.7.2 OSHA Hazard Communication Standard:
Every Contractor and Subcontractor performing work shall to comply with the OSHA Hazard Communication Standard. Compliance includes joint Owner and Contractor responsibilities for the purpose of providing timely communications and information sharing with regard to hazardous materials, chemicals and chemical sources which may be present on-site or brought in by the Contractor.
The Owner will provide Contractor with the following:
Information regarding known hazardous chemicals and agents or other hazards present at the job site.
Owner emergency procedures and contact numbers.
The Contractor is responsible for all safety training and environmental surveillance of their workers.
The Contractor shall inform and provide Owner’s Representative the following information:
Material safety data sheets (MSDS) for all chemicals introduced into the workplace.
The information regarding potential sources of pollutants which may be entrained in Owner's air intakes, i.e., roofing tar fumes, nuisance dusts, exhaust from internal combustion engines, welding or cutting fumes, and asbestos - if damaged or encountered during the course of the work.
1.7.3 Asbestos:
An asbestos abatement project was completed in the buildings prior to this demolition project. Asbestos containing materials may be uncovered during the demolition.
There are several Owner and Contractor responsibilities regarding asbestos and lead paint. These are:
The Owner shall:
Notify the Contractor of the condition and location(s) where asbestos is known to be present in the floor tile and roofing materials.
Coordinate with the Contractor when response action is required by either the Owner's Asbestos Abatement Team or by a Subcontractor.
Have the final authority on all asbestos-related concerns and contractual arrangements.
Provide information to the Contractor about TCLP samples collected and previously analyzed for the lead based paint regarding disposal of debris.
The Contractor shall:
Notify the Owner's Representative of any suspected or existing problem involving asbestos or lead and cease work in that area until the Owner has assessed the situation.
Ensure that undamaged asbestos-containing material and/or material containing lead, not included in the scope of the project, are not damaged.
Follow all Owner guidelines and policies.
Train and monitor their own employees, including Asbestos Awareness training and Lead Paint Awareness training, where applicable.
Be responsible for all environmental/industrial hygiene surveillance of its work staff and subcontractors and for required area monitoring where potential contamination of adjacent areas exists.
Coordinate with the Owner’s Representative all activities that may potentially disturb asbestos containing materials if uncovered.
Follow Colorado Department of Public Health and Environment, Regulation 8 Part B – Emission Standards for Asbestos and OSHA standards regulating exposure to asbestos and lead.
1.7.4 Carcinogens:
Contractor or any subcontractor shall not knowingly install or cause to be installed any material or product containing carcinogens. Refer to Annual Report on Carcinogens, U.S. Department of Health and Human Services, National toxicology Program.
1.7.5 Hazardous Waste:
All hazardous wastes are to be handled and disposed of according to current regulations and codes. Only individuals specifically authorized by the Owner may sign hazardous waste manifests for wastes generated on Owner’s property. Only Owner approved transporters and disposal facilities are to be used for transportation and disposal of hazardous wastes. Hazardous wastes shall be defined as those which exhibit characteristics of corrosiveness, ignitability, reactivity, and toxicity (i.e., lacquer thinner, mineral spirits, etc.)
1.7.6 The Control of Hazardous Energy (Lockout/Tagout):
All contractors shall have a program for the control of hazardous energy sources (lockout/tagout procedures) and shall enforce their own procedures. They shall provide their own locks, tags and lockout devices.
1.7.7 Hot Work Operations:
All contractors shall have a program for the control of fires during hot work operations. Contractor shall provide their own appropriately rated and sized fire extinguishers, fire retardant protective covers (when needed), and any other hot work related equipment. On Owner's property, the Contractor shall notify the Owner’s Representative in advance of any hot work.
1.7.8 Confined Space Entry:
Whenever any project requires entry into a confined space, all contractors shall be prepared to work in compliance with the confined space entry requirements.
PART 3 - EXECUTION
ADMINISTRATION, PROCEDURES AND CODES - DEMOLITION 01105 -
SECTION 01300
SUBMITTALS - DEMOLITION
PART 1 - GENERAL
1.0 RELATED DOCUMENTS
Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 sections, apply to work of this section.
1.1 SUMMARY
1.1.1 Section Includes:
Administrative and procedural requirements for submittal and review of product data, shop drawings, samples and similar items required by the specifications.
1.1.2 Related Sections:
Refer to appropriate sections of Divisions 2 through 16 for additional submittal requirements (if any).
1.2 ADMINISTRATIVE SUBMITTALS
Refer to other Division 1 sections and other Contract Documents for requirements for administrative submittals. Such submittals include, but are not limited to:
Schedules Permits Applications for payment Performance and payment bonds Insurance certificates List of Subcontractors Schedule of Values Inspection and test results Closeout documents Coordination drawings Detailed Demolition Plan
| Traffic Control Plan |
| Health and Safety Plan |
| Storm Water Pollution Prevention Plan |
| Air Monitoring Plan with dust abatement procedures |
| Contact information of disposal facility |
Such submittals are for information and record and the Owner’s Representative shall verify conformity with the Contract Documents. If such non-conformity is observed, the Owner’s Representative will notify the Contractor within two weeks of receipt of document. Failure to observe or notify by the Owner’s Representative does not relieve Contractor of compliance with Contract Documents.
1.3 SUBMITTAL PROCEDURES
1.3.1 General:
Make submittals from Contractor to the Owner’s Representative after Contractor has reviewed each submittal and indicated their action thereon except for samples and selection submittals.
1.3.2 Scheduling:
Provide submittals required by the Contract Documents in a timely manner and at appropriate times during the Work that allows for prompt review by the Owner. Revise and resubmit as necessary to comply with specified requirements.
1.3.3 Coordination:
Coordinate the preparation and processing of submittals with the performance of construction activities. Transmit each submittal sufficiently in advance of performance of related construction activities to avoid delay.
1.3.4 Processing:
Allow sufficient review time so that installation will not be delayed as a result of the time required to process submittals, including time for re-submittals.
No extension of Contract Time will be authorized because of failure to transmit submittals to the Owner’s Representative sufficiently in advance of the Work to permit processing.
PART 2 - PRODUCTS
(Not applicable)
SUBMITTALS - DEMOLITION 01300 -
SECTION 01500
TEMPORARY FACILITIES - DEMOLITION
PART 1 - GENERAL
1.0 RELATED DOCUMENTS
Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 sections, apply to work of this section.
1.1 SUMMARY
1.1.1 Section Includes:
Minimum requirements for temporary services, utilities and facilities. Nothing in this section is intended to limit types and amounts of temporary work required, and no omission from this section will be recognized as an indication by Owner’s Representative that such temporary activity is not required for successful completion of the work. The use of alternative facilities equivalent to those specified is the Contractor's option, subject to Owner’s Representative acceptance.
Except as otherwise indicated, the costs of providing and using temporary utility services are included in the Contract Sum.
1.2 QUALITY ASSURANCE
1.2.1 Standards:
Comply with governing regulations and utility company regulations and recommendations for the construction of temporary facilities including, but not necessarily limited to, code compliances, permits, inspections, testing, health, safety, pollution and environmental compliances.
Comply with NFPA Code 241 "Building Construction and Demolition Operations", ANSI A10 Series and NECA NJG-6.
Refer to "Guidelines for Bid Conditions for Temporary Job Utilities and Services", prepared jointly by AGC and ASC, for industry recommendations.
Electrical Service: Comply with NEMA, NECA and UL standards and regulations for temporary electric service. Install service in compliance with National Electric Code (NFPA 70).
1.2.2 Temporary Utilities:
Not applicable
1.3 PROJECT CONDITIONS
1.3.1 Scheduled Uses:
Provide temporary facilities and services at the time first needed at the site; and maintain, expand and modify the facilities as needed throughout the construction period and do not remove until no longer needed.
1.3.2 Conditions of Use:
Keep temporary services and facilities clean and neat in appearance. Operate in a safe and efficient manner. Take necessary fire prevention measures. Do not overload facilities, or permit them to interfere with progress. Do not allow hazardous, dangerous or unsanitary conditions, or public nuisances to develop or persist on the site.
PART 2 - PRODUCTS
2.0 MATERIALS AND EQUIPMENT
Provide either new or used materials and equipment for temporary facilities, which are in substantially undamaged and serviceable condition. Provide types and qualities which are recognized in the construction industry as suitable for the intended use in each application. Comply with the Utility Company requirements as applicable.
PART 3 - EXECUTION
3.0 GENERAL
Use qualified workers for the installation of temporary facilities. Locate facilities where they will serve the total project construction work adequately, and result in minimum interference with performance of the work.
3.1 TEMPORARY FACILITIES BY CONTRACTOR
3.1.1 Use of Site:
The Contractor shall limit their use of the premises to the work areas indicated, so as to allow for adjacent property use by the public.
Confine operations at the site to the areas permitted under the Contract. Portions of the site beyond areas on which work is indicated are not to be disturbed. Conform to site rules and regulations affecting the work while engaged in project construction.
Refer to Section 01010 for use of existing building, staging areas and parking.
3.1.2 Field Offices:
Provide insulated, weather-tight temporary offices of sufficient size to accommodate required office personnel at the Project site.
Space for Contractor's field office is to be coordinated with Owner’s Representative and may be available on the project site.
3.1.3 Sanitary Facilities:
Comply with governing regulations including safety and health codes for the type, number, location, operation and maintenance of fixtures and facilities. Install sanitary facilities in available locations acceptable to the Owner which will best serve the needs of personnel at the project site.
Provide temporary toilets.
Supply and maintain toilet tissue, paper towels, paper cups and similar disposable materials as appropriate for each sanitary facility, and provide appropriate waste paper containers for used materials.
Toilets: Use of the Owner's existing facilities is not permitted.
3.1.4 Temporary Power:
Contractor will provide temporary power by portable generator and shall coordinate with Owner’s Representative.
3.1.5 Temporary Enclosure:
Where required, provide temporary enclosure for materials, equipment, work-in-progress, and completed portions of work, so as to afford protection for both the work and employees.
Provide temporary enclosure wherever temporary heat is needed.
Close openings through floor or roof decks and horizontal surfaces with load-bearing wood-framed construction.
3.1.6 Barricades, Warning Signs and Lights:
Comply with recognized standards and code requirements for the erection of adequate barricades wherever needed to prevent accidents and losses. Paint and provide illumination and flashing lights as appropriate to conditions.
3.1.7 Enclosure Fence:
Contractor shall utilize and maintain in good condition the existing fence located at the perimeter of the project site. The Contractor shall provide padlocks for gates and be responsible for securing the project site during non-work hours.
3.1.8 Miscellaneous Facilities:
Provide ladders, ramps, temporary stairs, for access to all levels of the construction for general access by all trades. Individual contractors and subcontractors will furnish their own stepladders, scaffolds, staging, work platforms and other facilities for use of their workers and as necessary to the expeditious completion of their work. Provide waste chutes as required by applicable laws and regulations.
3.1.9 Temporary Fire Protection:
Install and maintain temporary fire protection facilities of the types needed to protect against reasonably predictable and controllable fire losses. Comply with NFPA 10 "Standard for Portable Fire Extinguishers", and NFPA 241 "Standard for Safeguarding Construction, Alterations and Demolition Operations".
Locate fire extinguishers where convenient and effective for their intended purpose, but not less than one extinguisher on each floor at or near each usable exit.
Store combustible materials in containers in fire-safe locations.
Maintain unobstructed access to fire extinguishers, temporary fire protection facilities, stairways and other access routes for fighting fires. Prohibit smoking in hazardous fire exposure areas.
Provide supervision of welding operations, combustion type temporary heating units, and similar sources of fire ignition.
3.1.10 Protection of Work:
The Contractor shall obtain the advice and recommendations of their installers for procedures to protect their work. Installers are responsible for protecting their work and that of other trades while working at the jobsite or in an area thereof. When the Installer is no longer working in the area or at the job, the Contractor shall provide protective measures and materials to assure that each element will be without damage or deterioration (other than normal weathering for exterior exposed materials) throughout the remainder of the construction period, up to the date of completion. Remove protective coverings and materials at the appropriate time but no later than final cleaning operations.
Always protect excavation, trenches, and building, from damage from rain water, spring water, ground water, backing up of drains or sewers. Provide pumps, equipment, enclosures, to provide this protection.
3.1.11 Security:
Provide security program and facilities to protect Work, existing facilities, and Owner's operations from unauthorized entry, vandalism, and theft.
Install substantial temporary enclosure of partially completed areas of construction. Provide locking entrance to prevent unauthorized entrance, vandalism, theft and similar violations of security.
Review with Owner prior to construction of temporary…
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