Fayette Storage Bay MainSpec.docx
DOCX document 207 KB Posted
- Attached to
- FY27 CD Fayette Storage Bay Project
- Solicitation number
- 300000275381679
- Issued by
- Missouri
About this file
Summary
This is a Scope of Work specification document for the Missouri Department of Transportation (MoDOT) FY27 CD Fayette Storage Bay Project. MoDOT seeks qualified bidders to construct a 50-foot deep by 24-foot wide structure featuring 2x8 exterior perimeter wood stud walls on a concrete foundation and footings. The project encompasses comprehensive construction work including site preparation, concrete work (formwork, reinforcement, cast-in-place concrete), wood framing and sheathing, thermal and moisture protection, metal roofing and wall panels, and aluminum soffit panels. The scope requires completion of all sitework involving excavation, backfilling, compacting, grading, seeding, and mulching within a 50-foot perimeter surrounding the building and parking lot. Pre-bid attendance is mandatory for bids to be accepted, and bidders must contact the buyer of record, Logan Wilbers at logan.wilbers@modot.mo.gov, five business days before bid closing if submitting hard copy bids. Electronic bids will be received through MissouriBUYS, with alternative submission options via mail, UPS, or FedEx.
The specifications establish detailed requirements for quality assurance, materials, workmanship, and execution across all construction divisions. The contractor must provide skilled labor, appropriate equipment, testing services, and maintain compliance with applicable codes and standards including ACI requirements for concrete work and manufacturer specifications for all materials. The document mandates submission of construction progress schedules, applications for payment, shop drawings, product data, samples, and certificates within specified timeframes. Contract closeout procedures require final cleaning, project record documents, operation and maintenance data in bound format, spare parts delivery, and transferable warranties from all subcontractors and suppliers prior to final payment. Cost and payment terms are not specified in this Scope of Work document; pricing information would be contained in separate bid documents or contract agreements.
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Other files
| File | Type | Posted |
|---|---|---|
| MODOT 0000000361SL_1_SUPPLIER.pdf | ||
| section 01300 and 01700.pdf | ||
| AWO 33.pdf | ||
| Boring Report.pdf | ||
| Fayette Storage Bay - Signed and Sealed.pdf |
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Text version
TABLE OF CONTENTS
DIVISION PAGE
DIVISION 1 – GENERAL REQUIREMENTS (BROAD SCOPE)
| 01019 | CONTRACT REQUIREMENTS | 2 |
| 01039 | COORDINATION AND MEETING REQUIREMENT | 4 |
| 01300 | SUBMITTAL REQUIREMENTS | 7 |
| 01400 | QUALITY CONTROL REQUIREMENTS | 10 |
| 01500 | CONSTRUCTION FACILITIES AND TEMPORARY CONTROL REQUIREMENTS | 12 |
| 01600 | MATERIAL AND EQUIPMENT REQUIREMENT | 14 |
| 01650 | STARTING OF SYSTEMS REQUIREMENT | 16 |
| 01700 | CONTRACT CLOSEOUT REQUIREMENT | 17 |
DIVISION 2 - SITEWORK
| 02100 | SITE PREPARATION | 19 |
| 02220 | EXCAVATING, BACKFILLING AND COMPACTING | 20 |
| 02221 | TRENCHING, BACKFILLING AND COMPACTING | 26 |
| 02280 | TERMITE CONTROL | 31 |
DIVISION 3 - CONCRETE
| 03100 | CONCRETE FORMWORK | 33 |
| 03200 | CONCRETE REINFORCEMENT | 37 |
| 03300 | CAST-IN-PLACE CONCRETE | 39 |
| 03346 | CONCRETE FLOOR FINISHING | 43 |
| 03370 | CONCRETE CURING | 45 |
DIVISION 6 - WOOD AND PLASTIC
06112 FRAMING AND SHEATHING 46
DIVISION 7 - THERMAL AND MOISTURE PROTECTION
| 07411 | METAL ROOF AND WALL PANELS | 54 |
| 07465 | ALUMINUM SOFFIT PANELS | 59 |
| 07900 | JOINT SEALERS | 62 |
DIVISION 10 - SPECIALTIES
| 15050 | MATERIALS AND METHODS | 65 |
| 15500 | HEATING, VENTILATING AND AIR CONDITIONING | 67 |
| 15990 | TESTING AND BALANCING | 72 |
01019
CONTRACT REQUIREMENTS
PART 1 GENERAL
1.1 SCHEDULE OF VALUES
A. Submit a printed schedule on Contractor's standard form. Electronic media printout will be considered.
B. Submit Schedule of Values in duplicate within 20 days after date of Owner-Contractor Agreement.
C. Revise schedule to list approved Change Orders, with each Application For Payment.
1.2 APPLICATIONS FOR PAYMENT
| A. | Submit four copies of each application on Contractor's electronic media driven form. |
| B. | Content and Format: Utilize Schedule of Values for listing items in Application for Payment. |
| C. | Payment Period: 30 days. |
| D. | Include an updated construction progress schedule. |
| E. | Certified payroll records. |
1.3 CHANGE PROCEDURES
A. The Architect/Engineer/Designer may issue a Notice of Change that includes a detailed description of a proposed change with supplementary or revised Drawings and specifications, a change in Contract Time for executing the change with a stipulation of any overtime work required.
B. The Contractor may propose changes by submitting a request for change to the Architect/Engineer/Designer describing the proposed change and its full effect on the Work. Include a statement describing the reason for the change, the effect on the Contract Sum/Price and Contract Time, and a statement describing the effect on Work by the MoDOT District or other Contractors.
C. Stipulated Sum/Price Change Order: Based on Notice of Change and Contractor's fixed price quotation or Contractor's request for a Change Order as approved by Architect/Engineer/Designer.
D. Construction Change Directive: Architect/Engineer/Designer may issue a directive instructing the Contractor to proceed with a change in the Work, for subsequent inclusion in a Change Order. Document will describe changes in the Work, and designate method of determining any change in Contract Sum/Price or Contract Time. Promptly execute the change.
E. Time and Material Change Order: Submit itemized account and supporting data after completion of change, within time limits indicated in the Conditions of the Contract. Architect/Engineer/Designer will determine the change allowable in Contract Sum/Price and Contract Time as provided in the Contract Documents.
F. Maintain detailed records of work done on Time and Material basis. Provide full information required for evaluation of proposed changes, and to substantiate costs for changes in the Work.
G. Execution of Change Orders: Architect/Engineer/Designer will issue Change Orders for signatures of parties as provided in the Conditions of the Contract.
1.4 DEFECT ASSESSMENT
A. Replace the Work, or portions of the Work, not conforming to specify requirements.
B. If, in the opinion of the Architect/Engineer/Designer, it is not practical to remove and replace the Work, the Architect/Engineer/Designer will direct an appropriate remedy or adjust payment.
1.5 ALTERNATIVES
A. Accepted Alternatives will be identified in Owner-Contractor Agreement.
END OF SECTION
01039
COORDINATION AND MEETING REQUIREMENT
PART 1 GENERAL
1.1 COORDINATION AND PROJECT CONDITIONS
A. Coordinate scheduling, submittals, and Work of the various sections of the Project Manual to ensure efficient and orderly sequence of installation of interdependent construction elements.
B. Verify utility requirements and characteristics of operating equipment are compatible with building utilities. Coordinate work of various sections having interdependent responsibilities for installing, connecting to and placing in service, such equipment.
C. Coordinate space requirements, supports, and installation of mechanical and electrical Work, which are indicated diagrammatically on Drawings. Follow routing shown for pipes, ducts, and conduit, as closely as practicable; place runs parallel with lines of building. Utilize spaces efficiently to maximize accessibility for other installations, for maintenance, and for repairs.
D. In finished areas, except as otherwise indicated, conceal pipes, ducts and wiring within the construction. Coordinate locations of fixtures and outlets with finish elements.
E. Coordinate completion and clean up of Work of separate sections in preparation for Completion.
F. After Owner occupancy of premises, coordinate access to site for correction of defective Work and Work not in accordance with Contract Documents, to minimize disruption of Owner's activities.
1.2 FIELD ENGINEERING
| A. | Employ a Land Surveyor registered in the State of Missouri and acceptable to Architect/Engineer/Designer. |
| B. | Owner will locate and protect survey control and reference points. |
| C. | Control datum for survey is that established by Owner provided survey. |
| D. | Verify setbacks and easements; confirm drawing dimensions and elevations. |
| E. | Provide field engineering services. Establish elevations, lines and levels, utilizing recognized engineering survey practices. |
1.3 PRECONSTRUCTION MEETING
| A. | Architect/Engineer/Designer will schedule a meeting after Notice of Award. |
| B. | Attendance Required: District engineer or representative, Architect/Engineer/Designer and Contractor. |
| C. | Record minutes and distribute copies within 5 days after meeting to participants, with two copies to District Engineer, Architect/Engineer/Designer, participants and those affected by decisions made. |
1.4 SITE MOBILIZATION MEETING
A. Architect/Engineer/Designer will schedule a meeting at the Project site prior to Contractor occupancy.
B. Architect/Engineer/Designer will record minutes and distributes copies within 5 days after meeting to participants, with two copies to Architect/Engineer/Designer, participants and those affected by decisions made.
1.5 PROGRESS MEETINGS
A. Schedule and administer meetings throughout progress of the Work at when arranged by Architect/Engineer/Designer.
B. Architect/Engineer/Designer will make arrangements for meetings, prepare agenda with copies for participants, and preside at meetings.
C. Attendance Required: Job superintendent, major Subcontractors and suppliers, District engineer representative, Architect/Engineer/Designer, as appropriate to agenda topics for each meeting.
| D. | Agenda: | |
| 1. | Review of Work progress. | |
| 2. | Field observations, problems, and decisions. | |
| 3. | Identification of problems, which impede planned progress. | |
| 4. | Maintenance of progress schedule. | |
| 5. | Corrective measures to regain projected schedules. | |
| 6. | Coordination of projected progress. | |
| 7. | Effect of proposed changes on progress schedule and coordination. |
E. Record minutes and distributes copies within 5 days after meeting to participants and those affected by decisions made.
1.6 PREINSTALLATION MEETING
| A. | When required in individual specification sections, convene a pre-installation meeting at the site prior to commencing work of the section. | |
| B. | Notify Architect/Engineer/Designer seven days in advance of meeting date. | |
| C. | Prepare agenda and preside at meeting: | |
| 1. | Review conditions of installation, preparation and installation procedures. | |
| 2. | Review coordination with related work. | |
| D. | Record minutes and distributes copies within 5 days after meeting to participants and those affected by decisions made. |
PART 2 PRODUCTS
Not used
PART 3 EXECUTION
3.1 CUTTING AND PATCHING
A. Employ skilled and experienced installer to perform cutting and patching.
| B. | Submit written request in advance of cutting or altering elements, which affect: | |
| 1. | Structural integrity of element. | |
| 2. | Integrity of weather-exposed or moisture-resistant elements. | |
| 3. | Work of Owner or separate contractor. |
| C. | Execute cutting, fitting, and patching to complete Work, and to: | ||
| 1. | Uncover Work to install or correct ill-timed Work. | ||
| 2. | Remove and replace defective and non-conforming Work. | ||
| 3. | Provide openings in elements of Work for penetrations of mechanical and electrical Work. |
D. Cut masonry and concrete materials using masonry saw or core drill.
E. Fit Work tight to pipes, sleeves, ducts, conduit and other penetrations through surfaces.
F. Maintain integrity of wall, ceiling, or floor construction; completely seal voids.
G. Refinish surfaces to match adjacent finishes. For continuous surfaces, refinish to nearest intersection; for an assembly, refinish entire unit.
H. Identify hazardous substances or conditions exposed during the Work to the Architect/Engineer/Designer for decision or remedy.
3.2 ALTERATION PROJECT PROCEDURES
A. Materials: As specified in Product sections; match existing Products and work for patching and extending work.
B. Close openings in exterior surfaces to protect existing work from weather and extremes of temperature and humidity.
C. When finished surfaces are cut so that a smooth transition with new Work is not possible, terminate existing surface along a straight line at a natural line of division and submit recommendation to Architect/Engineer/Designer for review.
D. Patch or replace portions of existing surfaces that are damaged, lifted, discolored or showing other imperfections.
E. Finish surfaces as specified in individual Product sections.
01300
SUBMITTAL REQUIREMENTS
PART 1 GENERAL
1.1 REFERENCES
A. AGC Associated General Contractors of America publication "The Use of CPM in Construction - A Manual for General Contractors and the Construction Industry".
1.2 SUBMITTAL PROCEDURES
| A. | Submittals shall be submitted electronically with Architect/Engineer/Designer accepted form. | |
| B. | Identify Project, Contractor, Subcontractor or supplier; pertinent drawing and detail number and specification section number, as appropriate. | |
| C. | Apply Contractor's stamp, signed or initialed certifying that review, approval, verification of Products required, field dimensions, adjacent construction Work and coordination of information is in accordance with the requirements of the Work and Contract Documents. | |
| D. | Schedule submittals to expedite the Project, and deliver to Architect/Engineer/Designer at business address. Coordinate submission of related items. | |
| E. | For each submittal for review, allow 15 days excluding delivery time to and from the contractor. | |
| F. | Identify variations from Contract Documents and Product or system limitations, which may be detrimental to successful performance of the completed Work. | |
| G. | Submittals not requested will not be recognized or processed. |
1.3 CONSTRUCTION PROGRESS SCHEDULES
| A. | Submit initial schedule in duplicate within 15 days after date established in Notice to Proceed. |
| B. | Revise and resubmit as required. |
| C. | Submit revised schedules with each Application for Payment, identifying changes since previous version. |
| D. | Submit a horizontal bar chart with separate line for each major portion of Work or operation, identifying first workday of each week. |
1.4 PROPOSED PRODUCTS LIST
| A. | Within 15 days after date of Notice to Proceed, submit list of major products proposed for use, with name of manufacturer, trade name and model number of each product. |
| B. | For products specified only by reference standards, give manufacturer, trade name, model or catalog designation and reference standards. |
1.5 PRODUCT DATA
| A. | Product Data for Review: |
| 1. | Submitted to Architect/Engineer/Designer for review for the limited purpose of checking for conformance with information given and the design concept expressed in the contract documents. |
| 2. | After review, provide copies and distribute in accordance with SUBMITTAL PROCEDURES article above and for record documents purposes described in Section 01700 - CONTRACT CLOSEOUT. |
| B. | Product Data for Information: |
| 1. Submitted for the Architect/Engineer/Designer’s knowledge as contract administrator or for the Owner. |
| C. | Product Data for Project Closeout: |
| 1. Submitted for the Owner's benefit during and after project completion. |
D. Submit the number of copies, which the Contractor requires, plus two copies that will be retained by the Architect/Engineer/Designer.
E. Mark each copy to identify applicable products, models, options and other data. Supplement manufacturers' standard data to provide information specific to this Project.
F. After review distribute in accordance with the Submittal Procedures article above and provide copies for record documents described in Section 01700 - CONTRACT CLOSEOUT.
1.6 SHOP DRAWINGS
| A. | Shop Drawings for Review: | |
| 1. | Submittals shall be submitted electronically with Architect/Engineer/Designer for review for the limited purpose of checking for conformance with information given and the design concept expressed in the contract documents. | |
| 2. | After review, produce copies and distribute in accordance with SUBMITTAL PROCEDURES article above and for record documents purposes described in Section 01700 - CONTRACT CLOSEOUT. |
| B. | Shop Drawings for Information: | |
| 1. | Submitted for the Architect/Engineer/Designer’s knowledge as contract administrator or for the Owner. |
| C. | Shop Drawings for Project Closeout: | |
| 1. | Submitted for the Owner's benefit during and after project completion. |
D. Indicate special utility and electrical characteristics, utility connection requirements and location of utility outlets for service for functional equipment and appliances.
E. Submit in the form of one reproducible transparency and one opaque reproduction.
1.7 SAMPLES
| A. | Samples for Review: | |
| 1. | Submitted to Architect/Engineer/Designer for review for the limited purpose of checking for conformance with information given and the design concept expressed in the contract documents. | |
| 2. | After review, produce duplicates and distribute in accordance with SUBMITTAL PROCEDURES article above and for record documents purposes described in Section 01700 - CONTRACT CLOSEOUT. |
| B. | Samples for Information: | |
| 1. | Submitted for the Architect/Engineer/Designer’s knowledge as contract administrator or for the Owner. |
| C. | Samples for Selection: | |
| 1. | Submitted to Architect/Engineer/Designer for aesthetic, color, or finish selection. | |
| 2. | Submit samples of finishes for Architect/Engineer/Designer selection. | |
| 3. | After review, produce duplicates and distribute in accordance with SUBMITTAL PROCEDURES article above and for record documents purposes described in Section 01700 - CONTRACT CLOSEOUT. |
1.8 DESIGN DATA
| A. | Submit for the Architect/Engineer/Designer’s knowledge as contract administrator or for the Owner. |
| B. | Submit for information for the limited purpose of assessing conformance with information given and the design concept expressed in the contract documents. |
1.9 TEST REPORTS
| A. | Submit for the Architect/Engineer/Designer’s knowledge as contract administrator or for the Owner. |
| B. | Submit test reports for information for the limited purpose of assessing conformance with information given and the design concept expressed in the contract documents. |
1.10 CERTIFICATES
| A. | When specified in individual specification sections, submit certification by the manufacturer, installation/application subcontractor, or the Contractor to Architect/Engineer/Designer, in quantities specified for Product Data. |
| B. | Indicate material or Product conforms to or exceeds specified requirements. Submit supporting reference data, affidavits and certifications as appropriate. |
| C. | Certificates may be recent or previous test results on material or Product but must be acceptable to Architect/Engineer/Designer. |
1.11 MANUFACTURER'S INSTRUCTIONS
| A. | When specified in individual specification sections, submit printed instructions for delivery, storage, assembly, installation, and start-up, adjusting and finishing, to Architect/Engineer/Designer for delivery to owner in quantities specified for Product Data. |
| B. | Indicate special procedures, perimeter conditions requiring special attention and special environmental criteria required for application or installation. |
| C. | Refer to Section 01400 - Quality Control, Manufacturers' Field Services article. |
1.12 MANUFACTURER'S FIELD REPORTS
| A. | Submit reports for the Architect/Engineer/Designer's benefit as contract administrator or for the Owner. |
| B. | Submit for information for the limited purpose of assessing conformance with information given and the design concept expressed in the contract documents. |
1.13 ERECTION DRAWINGS
| A. | Submit drawings for the Architect/Engineer/Designer’s benefit as contract administrator or for the Owner. |
| B. | Submit for information for the limited purpose of assessing conformance with information given and the design concept expressed in the contract documents. |
| C. | Data indicating inappropriate or unacceptable Work may be subject to action by the Architect/Engineer/Designer or Owner. |
01400
QUALITY CONTROL REQUIREMENTS
PART 1 GENERAL
1.1 QUALITY ASSURANCE - CONTROL OF INSTALLATION
A. Monitor quality control over suppliers, manufacturers, Products, services, site conditions and workmanship, to produce Work of specified quality.
B. Comply with manufacturers' instructions, including each step in sequence.
C. Should manufacturers' instructions conflict with Contract Documents, request clarification from Architect/Engineer/Designer before proceeding.
D. Comply with specified standards as minimum quality for the Work except where more stringent tolerances, codes or specified requirements indicate higher standards or more precise workmanship.
E. Perform Work by persons qualified to produce required and specified quality.
F. Verify that field measurements are as indicated on shop drawings or as instructed by the manufacturer.
G. Secure Products in place with positive anchorage devices designed and sized to withstand stresses, vibration, physical distortion, or disfigurement.
1.2 TOLERANCES
| A. | Monitor fabrication and installation tolerance control of Products to produce acceptable Work. Do not permit tolerances to accumulate. |
| B. | Comply with manufacturers' tolerances. Should manufacturers' tolerances conflict with Contract Documents, request clarification from Architect/Engineer/Designer before proceeding. |
| C. | Adjust Products to appropriate dimensions; position before securing Products in place. |
1.3 REFERENCES AND STANDARDS
A. For Products or workmanship specified by association, trade or other consensus standards, comply with requirements of the standard, except when more rigid requirements are specified or are required by applicable codes.
| B. | Conform to reference standard by date of issue current on date for receiving bids or date specified in the individual specification sections, except where a specific date is established by code. |
| C. | Neither the contractual relationships, duties or responsibilities of the parties in Contract nor those of the Architect/Engineer/Designer shall be altered from the Contract Documents by mention or inference otherwise in any reference document. |
1.4 TESTING SERVICES
| A. | Contractor to provide all testing services as called out in these specifications. |
| B. | Testing and source quality control may occur on or off the project site. Perform off-site testing as required by the Architect/Engineer/Designer or the Owner. |
| C. | Testing does not relieve Contractor to perform Work to contract requirements. |
| D. | Re-testing required because of non-conformance to specified requirements shall be performed by the same MoDOT personnel on instructions by the Architect/Engineer/Designer. |
1.5 INSPECTION SERVICES
| A. | Owner will employ MoDOT Personnel to perform inspection. |
| B. | Inspecting may occur on or off the project site. Perform off-site inspecting as required by the Architect/Engineer/Designer or the Owner. |
| C. | Inspecting does not relieve Contractor to perform Work to contract requirements. |
1.6 MANUFACTURERS' FIELD SERVICES
| A. | When specified in individual specification sections, require material or Product suppliers or manufacturers to provide qualified staff personnel to observe site conditions, conditions of surfaces and installation, quality of workmanship, start-up of equipment, test, adjust and the balancing of equipment as applicable and to initiate instructions when necessary. |
| B. | Report observations and site decisions or instructions given to applicators or installers that are supplemental or contrary to manufacturers' written instructions. |
| C. | Refer to Section 01300 - SUBMITTALS, MANUFACTURERS' FIELD REPORTS article. |
PART 2 EXECUTION
2.1 EXAMINATION
| A. | Verify that existing site conditions and substrate surfaces are acceptable for subsequent Work. Beginning new Work means acceptance of existing conditions. |
| B. | Verify that existing substrate is capable of structural support or attachment of new Work being applied or attached. |
2.2 PREPARATION
| A. | Clean substrate surfaces prior to applying next material or substance. |
| B. | Seal cracks or openings of substrate prior to applying next material or substance. |
| C. | Apply manufacturer required or recommended substrate primer, sealer or conditioner prior to applying any new material or substance in contact or bond. |
01500
CONSTRUCTION FACILITIES AND TEMPORARY CONTROL REQUIREMENTS
PART 1 GENERAL
1.1 TEMPORARY ELECTRICITY
A. Cost: By Contractor; pay for temporary power service furnished by MoDOT.
1.2 TELEPHONE SERVICE
A. Provide, maintain, and pay for telephone service to field office and Architect/Engineer/Designer’s field office at time of project mobilization.
1.3 FACSIMILE SERVICE
A. Provide, maintain and pay for facsimile service and a dedicated telephone line to field office and Architect/Engineer/Designer’s field office at time of project mobilization.
1.4 TEMPORARY WATER SERVICE
| A. | Connect to existing water source as directed for construction operations at time of project mobilization. |
| B. | Contractor will reimburse Owner for water used in construction as agreed upon at time of project mobilization. |
1.5 TEMPORARY SANITARY FACILITIES
A. Provide and maintain required facilities and enclosures. Provide at time of project mobilization.
1.6 FENCING
| A. | Construction: Use plastic mesh safety fencing or better. |
| B. | Provide 48” high fence around construction site; equip with vehicular and pedestrian gates with locks. |
1.7 WATER CONTROL
| A. | Grade site to drain. Maintain excavations free of water. Provide, operate and maintain pumping equipment. |
| B. | Protect site from puddling or running water. Provide water barriers as required to protect site from soil erosion. |
1.8 EXTERIOR ENCLOSURES
| A. | Provide temporary weather tight closure of exterior openings to accommodate acceptable | working conditions and protection for Products, to allow for temporary heating and maintenance of required ambient temperatures identified in individual specification sections, and to prevent entry of unauthorized persons. Provide access doors with self-closing hardware and locks. | |
| 1.9 | PROTECTION OF INSTALLED WORK |
| A. | Protect installed Work and provide special protection where specified in individual specification sections. |
| B. | Provide temporary and removable protection for installed Products. Control activity in immediate work area to prevent damage. |
| C. | Provide protective coverings at walls, projections, jambs, sills and soffits of openings. |
| D. | Protect finished floors, stairs, and other surfaces from traffic, dirt, wear, damage or movement of heavy objects, by protecting with durable sheet materials. |
| E. | Prohibit traffic or storage upon waterproofed or roofed surfaces. If traffic or activity is necessary, obtain recommendations for protection from waterproofing or roofing material manufacturer. |
| F. | Prohibit traffic from landscaped areas. |
1.10 SECURITY
| A. | Provide security and facilities to protect Work and existing facilities and Owner's operations from unauthorized entry, vandalism or theft. |
| B. | Coordinate with Owner's security program. |
1.11 ACCESS ROADS
| A. | Provide and maintain access to fire hydrants, free of obstructions. |
| B. | Provide means of removing mud from vehicle wheels before entering streets. |
| C. | Designated existing on-site roads may be used for construction traffic. |
1.12 PROGRESS CLEANING AND WASTE REMOVAL
| A. | Maintain areas free of waste materials, debris and rubbish. Maintain site in a clean and orderly condition. |
| B. | Remove debris and rubbish from pipe chases, plenums, attics, crawl spaces and other closed or remote spaces, prior to enclosing the space. |
| C. | Broom and vacuum clean interior areas prior to start of surface finishing and continue cleaning to eliminate dust. |
| D. | Collect and remove waste materials, debris and rubbish from site periodically and dispose off-site. |
| E. | Open free-fall chutes are not permitted. Terminate closed chutes into appropriate containers with lids. |
1.13 FIELD OFFICES AND SHEDS
| A. | Office: Weather tight, with lighting, electrical outlets, heating and ventilating equipment and equipped with drawing rack and drawing display table. |
| B. | Provide space for Project meetings, with table and chairs to accommodate 6 persons. |
1.14 REMOVAL OF UTILITIES, FACILITIES, AND CONTROLS
| A. | Remove temporary utilities, equipment, facilities and materials prior to Final Application for Payment inspection. |
| B. | Clean and repair damage caused by installation or use of temporary work. |
| C. | Restore existing facilities used during construction to original condition. Restore permanent facilities used during construction to specified condition. |
PART 2 PRODUCTS Not Used.
PART 3 EXECUTION Not Used.
END OF SECTION
01600
MATERIAL AND EQUIPMENT REQUIREMENT
PART 1 GENERAL
1.1 PRODUCTS
| A. | Do not use materials and equipment removed from existing premises, except as specifically permitted by the Contract Documents. |
| B. | Provide interchangeable components of the same manufacture for components being replaced. |
1.2 TRANSPORTATION AND HANDLING
| A. | Transport and handle Products in accordance with manufacturer's instructions. |
| B. | Promptly inspect shipments to ensure that Products comply with requirements, quantities are correct and products are undamaged. |
| C. | Provide equipment and personnel to handle Products by methods to prevent soiling, disfigurement or damage. |
1.3 STORAGE AND PROTECTION
A. Store and protect Products in accordance with manufacturers' instructions.
B. Store with seals and labels intact and legible.
C. Store sensitive Products in weather tight, climate controlled, enclosures in an environment favorable to Product.
D. For exterior storage of fabricated Products, place on sloped supports above ground.
E. Provide bonded off-site storage and protection when site does not permit on-site storage or protection.
F. Cover Products subject to deterioration with impervious sheet covering. Provide ventilation to prevent condensation and degradation of Products.
G. Store loose granular materials on solid flat surfaces in a well-drained area. Prevent mixing with foreign matter.
H. Provide equipment and personnel to store Products by methods to prevent soiling, disfigurement or damage.
I. Arrange storage of Products to permit access for inspection. Periodically inspect to verify Products are undamaged and are maintained in acceptable condition.
1.4 PRODUCT OPTIONS
| A. | Products Specified by Reference Standards or by Description Only: Any Product meeting those standards or description is acceptable. |
| B. | Products Specified by Naming One or More Manufacturers: Products of manufacturers named and meeting specifications, no options or substitutions allowed. |
| C. | Products Specified by Naming One or More Manufacturers with a Provision for Substitutions: Submit a request for substitution for any manufacturer not named in accordance with the following article. |
1.5 SUBSTITUTIONS
A. Architect/Engineer/Designer will consider requests for Substitutions only within 15 days after date established in Notice to Proceed.
B. Substitutions may be considered when a Product becomes unavailable through no fault of the Contractor.
C. Document each request with complete data substantiating compliance of proposed Substitution with Contract Documents.
| D. | A request constitutes a representation that the Contractor: | ||
| 1. | Has investigated proposed Product and determined that it meets or exceeds the quality level of the specified Product. | ||
| 2. | Will provide the same warranty for the Substitution as for the specified Product. | ||
| 3. | Will coordinate installation and make changes to other Work that may be required for the Work to be complete with no additional cost to Owner. | ||
| 4. | Waives claims for additional costs or time extension that may subsequently become apparent. | ||
| 5. | Will reimburse Owner for review or redesign services associated with re-approval by authorities. |
E. Substitutions will not be considered when they are indicated or implied on shop drawing or product data submittals, without separate written request or when acceptance will require revision to the Contract Documents.
| F. | Substitution Submittal Procedure: | |
| 1. | Submit three copies of request for Substitution for consideration. Limit each request to one proposed Substitution. | |
| 2. | Submit shop drawings, product data and certified test results attesting to the proposed Product equivalence. Burden of proof is on proposer. | |
| 3. | The Architect/Engineer/Designer will notify Contractor in writing of decision to accept or reject request. |
PART 2 PRODUCTS
Not Used.
PART 3 EXECUTION
Not Used.
01650
STARTING OF SYSTEMS REQUIREMENT
PART 1 GENERAL
1.1 STARTING SYSTEMS
| A. | Coordinate schedule for start-up of various equipment and systems. |
| B. | Notify Architect/Engineer/Designer seven days prior to start-up of each item. |
| C. | Verify that each piece of equipment or system has been checked for proper lubrication, drive rotation, belt tension, and control sequence and for conditions that may cause damage. |
| D. | Verify tests, meter readings, and specified electrical characteristics agree with those required by the equipment or system manufacturer. |
| E. | Verify that wiring and support components for equipment are complete and tested. |
| F. | Execute start-up under supervision of applicable manufacturer's representative or Contractors' personnel in accordance with manufacturers' instructions. |
| G. | When specified in individual specification Sections, require manufacturer to provide authorized representative to be present at site to inspect, check and approve equipment or system installation prior to start-up and to supervise placing equipment or system in operation. |
| H. | Submit a written report in accordance with Section 01300 that equipment or system has been properly installed and is functioning correctly. |
1.2 DEMONSTRATION AND INSTRUCTIONS
A. Demonstrate operation and maintenance of Products to Owner's personnel two weeks prior to date of Final Completion.
B. For equipment or systems requiring seasonal operation, perform demonstration for other season within six months.
C. Utilize operation and maintenance manuals as basis for instruction. Review contents of manual with Owners' personnel in detail to explain all aspects of operation and maintenance.
D. Demonstrate start-up, operation, control, adjustment, trouble-shooting, servicing, maintenance and shutdown of each item of equipment at agreed time, at equipment location.
E. Prepare and insert additional data in operations and maintenance manuals when the need for additional data becomes apparent during instruction.
F. The amount of time required for instruction on each item of equipment and system that’s specified in individual sections.
PART 2 PRODUCTS
Not Used.
PART 3 EXECUTION
01700
CONTRACT CLOSEOUT REQUIREMENT
PART 1 GENERAL
1.1 CLOSEOUT PROCEDURES
| A. | Submit written certification that Contract Documents have been reviewed, Work has been inspected, and that Work is complete in accordance with Contract Documents and ready for Architect/Engineer/Designer’s review. |
| B. | Provide submittals to Owner that is required by governing or other authorities. |
| C. | Submit final Application for Payment identifying total adjusted Contract Sum, previous payments and sum remaining due. |
| D. | Owner will occupy portions of the building as specified in Section 01010. |
| E. | Projects shall not be accepted by MoDOT until the vendor has completed all punch list items. The vendor will then have 30 days to submit all required paperwork necessary to close the project. Failure to submit the required paperwork within 30 days could result in the debarment or suspension of the contractor from future projects. |
1.2 FINAL CLEANING
A. Execute final cleaning prior to final project assessment. Clean interior and exterior glass, surfaces exposed to view; remove temporary labels, stains and foreign substances, polish transparent and glossy surfaces, vacuum carpeted and soft surfaces.
B. Clean equipment and fixtures to a sanitary condition with cleaning materials appropriate to the surface and material being cleaned.
C. Clean or replace filters of operating equipment used during construction and/or adjustment.
D. Clean debris from roofs, gutters, downspouts and drainage systems.
E. Clean site; sweep paved areas, rake clean landscaped surfaces.
F. Remove waste and surplus materials, rubbish and construction facilities from the site.
1.3 ADJUSTING
A. Adjust operating Products and equipment to ensure smooth and unhindered operation.
1.4 PROJECT RECORD DOCUMENTS
A. Store record documents separate from documents used for construction.
B. Record information concurrent with construction progress.
| C. | Specifications: Legibly mark and record at each Product section description of actual Products installed, including the following: | |
| 1. | Manufacturer's name and product model and number. | |
| 2. | Product substitutions or alternates utilized. | |
| 3. | Changes made by Addenda and modifications. |
| D. | Record Drawings and Shop Drawings: Legibly mark each item to record actual construction including: | |
| 1. | Measured depths of foundations in relation to finish main floor datum. | |
| 2. | Measured horizontal and vertical locations of underground utilities and appurtenances, referenced to permanent surface improvements. | |
| 3. | Measured locations of internal utilities and appurtenances concealed in construction, referenced to visible and accessible features of the Work. | |
| 4. | Field changes of dimension and detail. | |
| 5. | Details not on original Contract drawings. |
E. Submit documents to Architect/Engineer/Designer’swith claim for final Application for Payment.
1.5 OPERATION AND MAINTENANCE DATA
| A. | Submit data bound in 8-1/2 x 11 inch (A4) text pages, three D side ring binders with durable plastic covers. |
| B. | Prepare binder cover with printed title "OPERATION AND MAINTENANCE INSTRUCTIONS", title of project and subject matter of binder when multiple binders are required. |
| C. | Internally subdivide the binder contents with permanent page dividers, logically organized; with tab titling clearly printed under reinforced laminated plastic tabs. |
| D. | Submit 1 draft copy of completed volumes 15 days prior to final inspection. This copy will be reviewed and returned with Architect/Engineer/Designer comments. Revise content of all document sets as required prior to final submission. |
| E. | Submit two sets of revised final volumes, within 10 days after final inspection. |
1.6 SPARE PARTS AND MAINTENANCE PRODUCTS
A. Provide spare parts, maintenance, and extra Products in quantities specified individual specification sections.
| B. | Deliver to Project site; obtain receipt prior to final payment. |
| C. | Examine system components at a frequency consistent with reliable operation. Clean, adjust and lubricate as required. |
| D. | Include systematic examination, adjustment, and lubrication of components. Repair or replace parts whenever required. Use parts produced by the manufacturer of the original component. |
| E. | Maintenance service shall not be assigned or transferred to any agent or Subcontractor without prior written consent of the Owner. |
1.7 WARRANTIES
| A. | Execute and assemble transferable warranty documents from Subcontractors, suppliers and manufacturers. | |
| B. | Submit prior to final Application for Payment. | |
| C. | For items of Work delayed beyond date of Final Completion, provide updated submittal within 10 days after acceptance, listing date of acceptance as start of the warranty period. | |
| PART 2 | PRODUCTS |
Not Used.
PART 3 EXECUTION
02100
SITE PREPARATION
PART 1 SCOPE
A. The contractor shall visit the site and carefully examine the conditions of the premises to determine the amount of work and materials required for the work necessary to prepare the site in every respect for the construction of the parking lot, driveways, final grading, as shown on the plans.
B. The contractor shall be responsible for determining the quantities of materials to be excavated and handled and for the amount of backfilling, filling and grading to be done in order to perform all work required on the plans.
C. Included in the site grading is final seeding and mulching.
PART 2 SEEDING AND MULCHING
A. An area 50' wide surrounding the new building and parking lot shall be seeded and mulched.
| B. | Fertilizing: | ||||
| 1. | Soil Neutralization: Shall be at the rate of 1000 pounds of effective neutralization per acre as per Specification Section 801.2.2 of the Missouri Standard Specifications for Highway Construction. | ||||
| 2. | Commercial Fertilizer: In accordance with Specification Section 801.2.3 of the Missouri Standard Specifications for Highway Construction, fertilizers shall be applied at the following rates: | ||||
| (a) | Nitrogen | 80 lb. per acre | |||
| (b) | Phosphoric Acid | 240 lb. per acre | |||
| (c) | Potash | 80 lb. per acre |
C. Seeding: Seed shall be Champion 3 + 3 Fescue Blend as sold by Mangelsdorf Seed Company, or equivalent as approved by the owner. The seed shall be applied at a rate of 400 lb. per acre.
D. Mulching: The mulch shall be Type 1 mulch as per Specification Section 802 of the Missouri Standard Specifications for Highway Construction.
02220
EXCAVATING, BACKFILLING AND COMPACTING
PART 1 GENERAL
1.1 SUMMARY
| A | Excavate, backfill, compact, and grade the site to the elevations shown on the Drawings, as specified herein, and as needed to meet the requirements of the construction shown in the Contract Documents. | |
| B. | Related work: | |
| 1. | Documents affecting work of this Section include, but are not necessarily limited to, General Conditions, Supplementary Conditions and Sections in Division 1 of these Specifications. |
1.2 QUALITY ASSURANCE
| A. | Use adequate numbers of skilled workmen who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the work of this Section. |
| B. | Use equipment adequate in size, capacity and numbers to accomplish the work of this Section in a timely manner. |
| C. | In addition to complying with requirements of governmental agencies having jurisdiction, comply with the directions of the MoDOT Inspector. |
1.3 DELIVERY, STORAGE AND HANDLING
A. Comply with pertinent provisions of Section 01600.
PART 2 PRODUCTS
2.1 SOIL MATERIALS
| A. | Fill and backfill materials: | |
| 1. | Provide soil materials free from organic matter and deleterious substances, containing no rocks or lumps over 6" in greatest dimension, and with not more than 15% of the rocks or lumps larger than 2-3/8" in their greatest dimension. | |
| 2. | Fill material is subject to the approval of the MoDOT Inspector, and are those materials removed from excavations or imported from off-site borrow areas; predominantly granular, non-expansive soils free from roots and other deleterious matter. | |
| 3. | Do not permit rocks having a dimension greater than 1" in the upper 12" of fill or embankment. | |
| 4. | Cohesionless material used for structural backfill. Provide sand free from organic material and other foreign matter, and as approved by the MoDOT Inspector. | |
| 5. | Where granular base is called for under building slabs, provide aggregate complying with requirements of Section 03300 of these Specifications. |
2.2 WEED KILLER
A. Provide a dry, free-flowing, dust-free chemical compound, soluble in water, capable of inhibiting growth of vegetation, and approved for use on this Work by governmental agencies having jurisdiction.
2.3 TOPSOIL
A. Where and if shown on the Drawings or otherwise required, provide topsoil consisting of friable, fertile soil of loamy character, containing an amount of organic matter normal to the region, capable of sustaining healthy plant life, and reasonably free from subsoil, roots, heavy or stiff clay, stones larger than 2" in greatest dimension, noxious weeds, sticks, brush, litter and other deleterious matter.
B. Obtain topsoil/backfill from sources within the project limits as approved by Owner, or provide imported topsoil obtained from sources outside the project limits or from both sources.
2.4 OTHER MATERIALS
A. Provide other materials, not specifically described but required for a complete and proper installation, as selected by the Contractor subject to the approval of the Architect.
PART 3 EXECUTION
3.1 SURFACE CONDITIONS
A. Examine the areas and conditions under which work of this Section will be performed. Correct conditions detrimental to timely and proper completion of the Work. Do not proceed until unsatisfactory conditions are corrected.
3.2 PROCEDURES
| A. | Utilities: | |
| 1. | Unless shown to be removed, protect active utility lines shown on the Drawings or otherwise made known to the Contractor prior to excavating. If damaged, repair or replace at no additional cost to the Owner. | |
| 2. | If active utility lines are encountered and are not shown on the Drawings or otherwise made known to the Contractor, promptly take necessary steps to assure that service is not interrupted. | |
| 3. | If service is interrupted as a result of work under this Section, immediately restore service by repairing the damaged utility at no additional cost to the Owner. | |
| 4. | If existing utilities are found to interfere with the permanent facilities being constructed under this Section, immediately notify the Architect and secure his instructions. | |
| 5. | Do not proceed with permanent relocation of utilities until written instructions are received from the Architect. |
| B. | Protection of persons and property: | |
| 1. | Barricade open holes and depressions occurring as part of the Work, and post warning lights on property adjacent to or with public access. | |
| 2. | Operate warning lights during hours from dusk to dawn each day and as otherwise required. | |
| 3. | Protect structures, utilities, sidewalks, pavements and other facilities from damage caused by settlement, lateral movement, washout and other hazards created by operations under this Section. |
| C. | Dewatering: | |
| 1. | Remove all water, including rainwater encountered during trench and sub-structure work to an approved location by pumps, drains and other approved methods. | |
| 2. | Keep excavations and site construction area free from water. |
D. Use means necessary to prevent dust becoming a nuisance to the public, to neighbors and to other work being performed on or near the site.
E. Maintain access to adjacent areas at all times.
3.3 EXCAVATING
A. Perform excavating of every type of material encountered within the limits of the Work to the lines, grades and elevations indicated and specified herein.
| B. | Satisfactory excavated materials: | |
| 1. | Transport to and place in, fill or embankment areas within the limits of the Work. |
| C. | Unsatisfactory excavated materials: | |
| 1. | Excavate to a distance below grade as directed by the MoDOT Inspector and replace with satisfactory materials. | |
| 2. | Include excavation of unsatisfactory materials and replacement by satisfactory materials, as parts of the work of this Section. |
| D. | Surplus materials: | |
| 1. | Dispose of unsatisfactory excavated material, and surplus satisfactory excavated material, away from the site at disposal areas arranged and paid for by the Contractor. |
| E. | Excavation of rock: | |
| 1. | Where rocks, boulders, granite, or similar material is encountered, and where such material cannot be removed or excavated by conventional earth moving or ripping equipment, take required steps to proceed with the general grading operations of the Work, and remove or excavate such material by means which will neither cause additional cost to the Owner nor endanger buildings or structures whether on or off the site. | |
| 2. | Do not use explosives without written permission from the Architect. |
F. Excavate and backfill in a manner and sequence that will provide proper drainage at all times.
| G. | Borrow: |
| 1. | Obtain material required for fill or embankment in excess of that produced within the grading limits of the Work from borrow areas selected and paid for by the Contractor and approved by the MoDOT Inspector. |
| H. | Ditches and gutters: | |
| 1. | Cut accurately to the cross sections, grades and elevations shown. | |
| 2. | Maintain excavations free from detrimental quantities of leaves, sticks, trash, and other debris until completion of the Work. | |
| 3. | Dispose of excavated materials as shown on the Drawings or directed by the MoDOT Inspector; except do not, in any case, deposit materials less than 3'-0" from the edge of a ditch. |
| I. | Unauthorized excavation: | |
| 1. | Unauthorized excavation consists of removal of materials beyond indicated subgrade elevations or dimensions without specific instruction from the Architect or the MoDOT Inspector. | |
| 2. | Under footings, foundations, or retaining walls: |
a. Fill unauthorized excavations by extending the indicated bottom elevation of the footing or base to the excavation bottom, without altering the required top elevation.
| b. | When acceptable to the soil engineer, lean concrete fill may be used to bring the bottom elevation to proper position. |
| 3. | Elsewhere backfill and compact unauthorized excavations as specified for authorized excavations, unless otherwise directed by the soil engineer. |
| J. | Stability of excavations: | |
| 1. | Slope sides of excavations to 1:1 or flatter, unless otherwise directed by the MoDOT Inspector. | |
| 2. | Shore and brace where sloping is not possible because of space restrictions or stability of the materials being excavated. | |
| 3. | Maintain sides and slopes of excavations in a safe condition until completion of backfilling. |
K. Excavating for structures:
1. Conform to elevations and dimensions shown within a tolerance of 0.10 ft, and extending a sufficient distance from footings and foundations to permit placing and removing concrete formwork, installation of services, other construction required and for inspection.
2. In excavating for footings and foundations, take care not to disturb bottom of excavation:
| a. | Excavate by hand tools to final grade just before concrete is placed. | ||
| b. | Trim bottoms to required lines and grades to leave solid base to receive | concrete. | |
| 3. | Excavate for footings and foundations only after general site excavating, filling and grading are complete. |
| L. | Excavating for pavements: | |
| 1. | Cut surface under pavements to comply with cross sections, elevations and grades. |
| M. | Cold weather protection: | |
| 1. | Protect excavation bottoms against freezing when atmospheric temperature is less than 35 degrees F. |
3.4 FILLING AND BACKFILLING
| A. | General: | ||
| 1. | For each classification listed below, place acceptable soil material in layers to required subgrade elevations. | ||
| 2. | In excavations: | ||
| a. | Use satisfactory excavated or borrowed materials. | ||
| 3. | Under building slabs: | ||
| a. | Use subbase materials. | ||
| 4. | Under building slabs: | ||
| a. | Use granular fill, if so called for on the Drawings, complying with aggregate acceptable under Section 03300 of these Specifications. | ||
| B. | Backfill excavations as promptly as progress of the Work permits, but not until completion of the following. | ||
| 1. | Acceptance of construction below finish grade including, where applicable, dampproofing and waterproofing. | ||
| 2. | Inspecting, testing, approving and recording locations of underground utilities. | ||
| 3. | Removing concrete formwork. | ||
| 4. | Removing shoring and bracing and backfilling of voids with satisfactory materials. | ||
| 5. | Removing trash and debris. | ||
| 6. | Placement of horizontal bracing on horizontally supported walls. |
| C. | Ground surface preparation: | |
| 1. | Remove vegetation, debris, unsatisfactory soil materials, obstructions and deleterious matter from ground surface prior to placement of fills. | |
| 2. | Plow, strip, or break up sloped surfaces steeper than one vertical to four horizontal so that fill material will bond with existing surface. | |
| 3. | When existing ground surface has a density less than that specified under "compacting" for the particular area, break up the ground surface, pulverize, moisture-condition to the optimum moisture content and compact to required depth and percentage of maximum density. |
| D. | Placing and compacting: | ||
| 1. | Place backfill and fill materials in layers not more than 8" in loose depth. | ||
| 2. | Before compacting, moisten or aerate each layer as necessary to provide the optimum moisture content. | ||
| 3. | Compact each layer to required percentage of maximum density for area. | ||
| 4. | Do not place backfill or fill material on surfaces that are muddy, frozen or containing frost or ice. | ||
| 5. | Place backfill and fill materials evenly adjacent to structures, to required elevations. | ||
| 6. | Take care to prevent wedging action of backfill against structures by carrying the material uniformly around the structure to approximately the same elevation in each lift. | ||
| 7. | Where the construction includes basement or other underground walls having structural floors over them, do not backfill such walls until the structural floors are in place and have attained sufficient strength to support the walls. |
3.5 GRADING
| A. | General: | |
| 1. | Uniformly grade the areas within limits of grading under this Section, including adjacent transition areas. | |
| 2. | Smooth the finished surfaces within specified tolerance. | |
| 3. | Compact with uniform levels or slopes between points where elevations are shown on the Drawings, or between such points and existing grades. |
3. Where a change of slope is indicated on the Drawings, construct a rolled transition section having a minimum radius of approximately 8'0", unless…
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