Standard Document. This General Provisions document is a standard City form document. No changes by Service Provider are authorized to the General Provisions. Notwithstanding anything to the contrary in this Agreement, in the event that Service Provider makes unauthorized changes to the General Provisions, such changes are deemed to have never been made and the contract between the City and Service Provider is deemed to be the unchanged standard City form General Provisions in version stated below, regardless of whether the City signs this Agreement in a form that may contain the unauthorized changes. 1) STANDARD DOCUMENT APPROVED AS TO FORM OFFICE OF THE CITY ATTORNEY JULY 28, 2023 PROJECT DESCRIPTION The project as we understand it consists of tenant improvements to existing office and common spaces on floors 1, 2, 3, 4, 7, and 8 of the existing ▇▇▇▇▇▇▇ Municipal Building. SCOPE OF WORK The Scope of Work listed below is based on our review of the plans dated 11/6/23 and the construction schedule dated 10/23/23. Geotechnical recommendations are to be provided by others. STRUCTURAL PROPRIETARY STEEL INSPECTION - The inspector will verify structural anchor and epoxy dowel installation. Inspection will include depth, diameter, and cleanliness of hole. The inspector will periodically verify that the mixing and application of two-part epoxy is per manufacturer recommendations. If conditions warrant, test cubes will be cast of the mixed two-part components to verify setting of mixture. This may include inspection of life safety, pressurized piping, access flooring, and emergency equipment (emergency generators) anchors. STRUCTURAL STEEL INSPECTION - The inspector will inspect fabrication (if required) and erection of structural steel members. Inspections at the fabrication plant will include verifying that materials used match the mill tests or affidavits of test reports; that fabrication, welding procedures, surface preparation, and shop painting meet specifications; and that the work in progress conforms to project requirements. The inspector shall visually check fabricated steel delivered to the job to confirm that the work is in compliance with approved shop drawings and shall make any physical tests, measurements, etc., believed to be necessary, and shall witness and report all corrections performed by the steel fabricator. The inspector will verify welding procedures and welder qualifications. ▇▇▇▇▇▇'s inspector may be present at all times during steel erection on site. The inspector will also verify weld quality in accordance with American Welding Society (AWS) codes. All welds shall be visually inspected. Ultrasonic (UT) tests will be performed on 100% of all complete penetration welds and 100% of all partial-penetration column splice welds. UT tests will also be performed where the base metal is thicker than 1-1/2 inches, when subjected to through-thickness weld shrinkage strains. The joint shall be ultrasonically inspected for discontinuities directly behind such welds after joint completion. Magnetic Particle (MP) tests shall be performed on fillet welds 5/16 inch and larger. The inspector shall perform magnetic particle testing in accordance with ASTM E709 for any questionable welds. Inspections of high strength bolting will be monitored for proper installation and tensioning of all high strength bolts will be verified as per the requirements of the current edition of the "Specification for Structural Joints Using ASTM A325or A490 Bolts." For connections using high-strength bolts installed using Load Indicating Washers, Krazan will inspect the surface and bolt type for conformance to plans and specifications prior to the start of bolting and verify the minimum specified bolt tensions visually and by using a feeler gauge on a few bolts in each connection (10 percent or two bolts, whichever is greater). For connection using high-strength tension control bolts, ▇▇▇▇▇▇ will inspect the surface and bolt type for conformance to plans and specifications prior to the start of bolting and will performed visual inspection on 100% of the high-strength bolts for properly installed tension. FIRESTOP INSPECTION - Krazan will perform periodic inspections for fire resistive joint systems, perimeter fire barrier systems, through-penetrations, and membrane penetration firestops as per Section 1705.16 of the 2012 ICC. Penetration of firestops will be performed as per ASTM E2174 at a minimum schedule of at the start of installation, a minimum of 10% of the time during installation, or post-installation. For each type of firestop system post-installation will include a destructive test for a minimum of 2%, but not less than one per type per floor, or 10,000 square feet. Inspection of fire-resistive joint systems will be performed as per ASTM E2393. The inspector will, at a minimum, review program submittal data prior to installation, inspect a minimum of 5% of lineal feet for each type of material, or perform post-installation destructive tests at a frequency of one sample per type of joint system per 500 lineal feet. The number of visits estimated is considered the minimum required, however, the engineer of record or the firestop contractor may require more inspection than quoted. COLD FORMED STEEL INSPECTION -The on-site inspector will monitor erection of structural support elements and verify adherence to the approved project drawings and specifications. Light-gauge framing installation will include the inspection of all framing members, bolts, hold-downs, plate and sill members. Periodic inspections will be performed on an "on-call basis" when framing is ready for installation. Fasteners will be examined to verify proper type, size, and installation. Complete and accurate records will be maintained by on-site personnel and submitted to the structural engineer for evaluation. REPORT PREPARATION - Krazan will process both field and laboratory data. A copy of each report will be e-mailed on a weekly basis, as a minimum. As required by the ICC, reports will be distributed to the client, the project architect or engineer and to the building official or as directed by the client. Our inspectors will provide immediate verbal notification of field tests and inspection results to your designated on-site representative and the contractor. The inspector will prepare a written report after each inspection prior to leaving the site. Final reports of field inspections and laboratory analysis will be reviewed by the Krazan project manager before subsequent submittal to the project team members. PROJECT MANAGEMENT - The project manager assigned to this project will track inspection data and costs and provide the project design team with status reports when requested. The project manager will oversee and direct all phases of inspections and supervise and direct all Krazan personnel associated with this project. COORDINATION The above scope of services will be performed when scheduled by the General Contractor or the client's designated representative. Proper scheduling is imperative to the success of the special inspections program. ▇▇▇▇▇▇ cannot take responsibility for work that has not been inspected if we have not been scheduled nor can we take responsibility for delays due to insufficient lead-time in scheduling inspections. We recommend that the person scheduling the inspections contact our office prior to the job starting to discuss required inspection and scheduling procedures. FEE STRUCTURE We will perform the services listed above on a time and material basis in accordance with our 2024 standard rate schedule. Based on the scope of work described in this proposal and our experience with similar projects, ▇▇▇▇▇▇ estimates the costs for testing and inspection services to be about $49,462.00. A detailed breakdown of this cost is included. Costs for construction testing and inspection services are highly dependent on contractor's schedule; weather, overlapping of work, additional inspections required by the building official and other factors. ▇▇▇▇▇▇ does not control the work or production rate. Actual costs will vary due to the frequency of scheduling by others. Therefore, the quantities listed in our cost estimate should be considered approximate. The estimate provided herein does not imply a lump sum fee, not-to-exceed fee or a guaranteed maximum price. Consistent with good engineering practice, we will work with the contractor to keep inspection costs at a minimum. COMPENSATION Everett Municipal Building – Public Works Tenant Improvements – Floors 1,2,3,4,6,& 8 DECRIPTION VISITS UNITS RATE COST Preconstruction Meetings 1 4 Hours $88.00 $352.00 Structural Propoetart Anchor Insp. 36 180 Hours $88.00 $15,840 Structural Steel Ins. 20 100 Hours $98.00 $9,800 Fireproofing Inspection 5 25 Hours $98.00 $2,450 Fireproofing Densities N/A 5 Each $75.00 $375 Cold Formed Steel Inspection 33 165 Hours $88.00 $14,520 Mileage (27 miles round trip) 89 2,403 miles $0.00 $0.00 Report Prep. N/A 49 Hours $0.00 $0.00 Project Management N/A 49 Hours $125.00 $6,125 TOTAL $49,462 NOTES: This cost estimate is based on the scope of work and assumptions outlined in our proposal number T24248W AL dated March 8, 2024 which are inclusive by reference. A four-hour minimum charge, portal-to-portal charge applies to all inspections. Therefore the quantities listed in our cost estimate should be considered approximate. This cost estimate does not include overtime, retests, or change in conditions or schedule. The rates presented above are considered to be the Standard rates for the project and do not include billing rate premiums, which are addressed below. The above rates will be valid through December 31, 2024 and are subject to annual cost of living increases effective January 1.
Appears in 1 contract
Sources: Professional Services
Standard Document. This General Provisions document is a standard City form document. No changes by Service Provider are authorized to the General Provisions. Notwithstanding anything to the contrary in this Agreement, in the event that Service Provider makes unauthorized changes to the General Provisions, such changes are deemed to have never been made and the contract between the City and Service Provider is deemed to be the unchanged standard City form General Provisions in version stated below, regardless of whether the City signs this Agreement in a form that may contain the unauthorized changes.
1. END OF GENERAL PROVISIONS (v.071423.1) STANDARD DOCUMENT APPROVED AS TO FORM OFFICE OF THE CITY ATTORNEY JULY 28, 2023 PROJECT DESCRIPTION The project as we understand it consists of tenant improvements to existing office and common spaces on floors 1, 2, 3, 4, 7, and 8 of the existing EXHIBIT A PROFESSIONAL SERVICES AGREEMENT (SCOPE OF WORK -- ATTACHED) SCOPE OF WORK Task1 ▇▇▇▇▇▇▇ Municipal Building. SCOPE OF WORK The Scope of Work listed below is based on our review ▇▇▇▇ Water Quality Retrofit Construction Support GeoEngineers provided geotechnical and structural engineering support services to support a portion of the plans dated 11/6/23 and the construction schedule dated 10/23/23. Geotechnical recommendations are to be provided by others. STRUCTURAL PROPRIETARY STEEL INSPECTION - The inspector will verify structural anchor and epoxy dowel installation. Inspection will include depth, diameter, and cleanliness of hole. The inspector will periodically verify that the mixing and application of two-part epoxy is per manufacturer recommendations. If conditions warrant, test cubes will be cast of the mixed two-part components to verify setting of mixture. This may include inspection of life safety, pressurized piping, access flooring, and emergency equipment (emergency generators) anchors. STRUCTURAL STEEL INSPECTION - The inspector will inspect fabrication (if required) and erection of structural steel members. Inspections at the fabrication plant will include verifying that materials used match the mill tests or affidavits of test reports; that fabrication, welding procedures, surface preparation, and shop painting meet specifications; and that the work in progress conforms to project requirements. The inspector shall visually check fabricated steel delivered to the job to confirm that the work is in compliance with approved shop drawings and shall make any physical tests, measurements, etc., believed to be necessary, and shall witness and report all corrections performed by the steel fabricator. The inspector will verify welding procedures and welder qualifications. ▇▇▇▇▇▇'s inspector may be present at all times during steel erection on site. The inspector will also verify weld quality in accordance with American Welding Society (AWS) codes. All welds shall be visually inspected. Ultrasonic (UT) tests will be performed on 100% of all complete penetration welds ▇ ▇▇▇▇ Water Quality Retrofit project located along 75th Street SE and 100% of all partial-penetration column splice welds. UT tests will also be performed where the base metal is thicker than 1-1/2 inches, when subjected to through-thickness weld shrinkage strains. The joint shall be ultrasonically inspected for discontinuities directly behind such welds after joint completion. Magnetic Particle (MP) tests shall be performed on fillet welds 5/16 inch and larger. The inspector shall perform magnetic particle testing in accordance with ASTM E709 for any questionable welds. Inspections of high strength bolting will be monitored for proper installation and tensioning of all high strength bolts will be verified as per the requirements of the current edition of the "Specification for Structural Joints Using ASTM A325or A490 Bolts." For connections using high-strength bolts installed using Load Indicating Washers, Krazan will inspect the surface and bolt type for conformance to plans and specifications prior to the start of bolting and verify the minimum specified bolt tensions visually and by using a feeler gauge on a few bolts in each connection (10 percent or two bolts, whichever is greater). For connection using high-strength tension control bolts, ▇▇▇▇▇▇▇ will inspect the surface and bolt type for conformance to plans and specifications prior to the start of bolting and will performed visual inspection on 100% of the high-strength bolts for properly installed tension. FIRESTOP INSPECTION - Krazan will perform periodic inspections for fire resistive joint systems, perimeter fire barrier systems, through-penetrations, and membrane penetration firestops as per Section 1705.16 of the 2012 ICC. Penetration of firestops will be performed as per ASTM E2174 at a minimum schedule of at the start of installation, a minimum of 10% of the time during installation, or post-installation. For each type of firestop system post-installation will include a destructive test for a minimum of 2%, but not less than one per type per floor, or 10,000 square feet. Inspection of fire-resistive joint systems will be performed as per ASTM E2393. The inspector will, at a minimum, review program submittal data prior to installation, inspect a minimum of 5% of lineal feet for each type of material, or perform post-installation destructive tests at a frequency of one sample per type of joint system per 500 lineal feet. The number of visits estimated is considered the minimum required, however, the engineer of record or the firestop contractor may require more inspection than quoted. COLD FORMED STEEL INSPECTION -The on-site inspector will monitor erection of structural support elements and verify adherence to the approved project drawings and specifications. Light-gauge framing installation will include the inspection of all framing members, bolts, hold-downs, plate and sill members. Periodic inspections will be performed on an "on-call basis" when framing is ready for installation. Fasteners will be examined to verify proper type, size, and installation. Complete and accurate records will be maintained by on-site personnel and submitted to the structural engineer for evaluation. REPORT PREPARATION - Krazan will process both field and laboratory data. A copy of each report will be e-mailed on a weekly basis, as a minimum. As required by the ICC, reports will be distributed to the client, the project architect or engineer and to the building official or as directed by the client. Our inspectors will provide immediate verbal notification of field tests and inspection results to your designated on-site representative and the contractor. The inspector will prepare a written report after each inspection prior to leaving the site. Final reports of field inspections and laboratory analysis will be reviewed by the Krazan project manager before subsequent submittal to the project team members. PROJECT MANAGEMENT - The project manager assigned to this project will track inspection data and costs and provide the project design team with status reports when requested. The project manager will oversee and direct all phases of inspections and supervise and direct all Krazan personnel associated with this project. COORDINATION The above scope of services will be performed when scheduled by the General Contractor or the client's designated representative. Proper scheduling is imperative to the success of the special inspections program. ▇▇▇▇▇▇ canin Everett, Washington. During the construction phase additional support services will be required to facilitate construction of the previously designed elements. These support efforts may include:
1. Provide review of submittals and RFIs that pertain to our structural or geotechnical services.
2. Attend up to three construction meetings, as needed.
3. Team communications and project management. Task 1 cost shall not take responsibility for work that has not been inspected if we have not been scheduled nor can we take responsibility for delays due to insufficient lead-time in scheduling inspectionsexceed $6,500. We recommend that the person scheduling the inspections contact our office prior to the job starting to discuss required inspection and scheduling proceduresTask 2 Additional Misc. FEE STRUCTURE We Geotechnical Services GeoEngineers will perform the services listed above on a time and material basis in accordance with our 2024 standard rate schedule. Based on the scope variety of work described in this proposal and our experience with similar projects, ▇▇▇▇▇▇ estimates the costs for testing geotechnical investigation and inspection services to on an on-call and as-needed basis under this task, including slope stability evaluations, subsurface geotechnical investigations, construction support services, geotechnical peer review, site development review, storm drainage evaluations, site- specific seismic hazard studies, constructability review, and geotechnical inspection/observation of City construction projects. The scope and fee for projects under Task 2 shall be about $49,462.00. A detailed breakdown of this cost is included. Costs established separately for construction testing each individual project and inspection services are highly dependent on contractor's schedule; weather, overlapping of work, additional inspections required shall be approved by the building official and other factors. ▇▇▇▇▇▇ does not control the work or production rate. Actual costs will vary due City’s project manager in writing prior to the frequency of scheduling by others. Therefore, the quantities listed in our cost estimate should be considered approximatebeginning work. The estimate provided herein does not imply project authorization shall include a lump sum fee, not-to-exceed fee or a guaranteed maximum price. Consistent with good engineering practice, we will work with the contractor to keep inspection costs at a minimum. COMPENSATION Everett Municipal Building – Public Works Tenant Improvements – Floors 1,2,3,4,6,& 8 DECRIPTION VISITS UNITS RATE COST Preconstruction Meetings 1 4 Hours $88.00 $352.00 Structural Propoetart Anchor Insp. 36 180 Hours $88.00 $15,840 Structural Steel Ins. 20 100 Hours $98.00 $9,800 Fireproofing Inspection 5 25 Hours $98.00 $2,450 Fireproofing Densities N/A 5 Each $75.00 $375 Cold Formed Steel Inspection 33 165 Hours $88.00 $14,520 Mileage (27 miles round trip) 89 2,403 miles $0.00 $0.00 Report Prep. N/A 49 Hours $0.00 $0.00 Project Management N/A 49 Hours $125.00 $6,125 TOTAL $49,462 NOTES: This cost estimate is based on the detailed scope of work and assumptions outlined in our proposal number T24248W AL dated March 8, 2024 which are inclusive fee for each project and shall be agreed to by referenceboth parties prior to the Service Provider performing any work under this Agreement. A four-hour minimum charge, portal-to-portal charge applies to all inspections. Therefore the quantities listed in our cost estimate should be considered approximate. This cost estimate The City does not include overtimeguarantee that any work will be assigned to the Service Provider under Task 2, retests, or change except that which is authorized in conditions or schedulewriting by the project manager. The rates presented above are considered scope of services may include a combination of the following tasks:
1. Review of available drawings, geotechnical studies, maps, photographs, and other available documentation pertinent to be the Standard rates for the project or area of concern.
2. Detailed reconnaissance of the project area and do not include billing rate premiumssubsurface geotechnical investigations, which are addressed belowincluding deep excavations, shallow excavations, barhole investigation/probing, sampling, field testing, laboratory testing, etc.
3. The above rates will Preparation of a work plan for any additional on-site exploration, laboratory testing, and analysis that may be valid through December 31, 2024 required to properly evaluate the site and are subject to annual cost of living increases effective January 1develop recommendations for mitigation as appropriate.
Appears in 1 contract
Sources: Professional Services
Standard Document. This General Provisions document is a standard City form document. No changes by Service Provider are authorized to the General Provisions. Notwithstanding anything to the contrary in this Agreement, in the event that Service Provider makes unauthorized changes to the General Provisions, such changes are deemed to have never been made and the contract between the City and Service Provider is deemed to be the unchanged standard City form General Provisions in version stated below, regardless of whether the City signs this Agreement in a form that may contain the unauthorized changes.
1) . STANDARD DOCUMENT APPROVED AS TO FORM OFFICE OF THE CITY ATTORNEY JULY 28, 2023 PROJECT DESCRIPTION The project as we understand it consists of tenant improvements to existing office and common spaces on floors 1, 2, 3, 42024 <.. image(Icon Description automatically generated) removed ..> EXHIBIT A PROFESSIONAL SERVICES AGREEMENT 2812 Archtecture to provide construction documents, 7construction document, permitting, bidding and 8 construction period services associated with a reroof of the existing City of ▇▇▇▇▇▇▇ Municipal Building. SCOPE OF WORK The Scope of Work listed below is based on our review of the plans dated 11/6/23 and the construction schedule dated 10/23/23. Geotechnical recommendations are to be provided by others. STRUCTURAL PROPRIETARY STEEL INSPECTION - The inspector will verify structural anchor and epoxy dowel installation. Inspection will include depth, diameter, and cleanliness of hole. The inspector will periodically verify that the mixing and application of two-part epoxy is per manufacturer recommendations. If conditions warrant, test cubes will be cast of the mixed two-part components to verify setting of mixture. This may include inspection of life safety, pressurized piping, access flooring, and emergency equipment (emergency generators) anchors. STRUCTURAL STEEL INSPECTION - The inspector will inspect fabrication (if required) and erection of structural steel members. Inspections Service Building #4 located at the fabrication plant will include verifying that materials used match the mill tests or affidavits of test reports; that fabrication, welding procedures, surface preparation, and shop painting meet specifications; and that the work in progress conforms to project requirements. The inspector shall visually check fabricated steel delivered to the job to confirm that the work is in compliance with approved shop drawings and shall make any physical tests, measurements, etc., believed to be necessary, and shall witness and report all corrections performed by the steel fabricator. The inspector will verify welding procedures and welder qualifications. ▇▇▇▇ ▇▇▇▇▇ ▇▇▇▇▇▇ ▇▇ ▇▇▇▇▇▇'s inspector may be present at all times during steel erection on site. The inspector will also verify weld quality in accordance with American Welding Society (AWS) codes. All welds shall be visually inspected. Ultrasonic (UT) tests will be performed on 100% of all complete penetration welds and 100% of all partial-penetration column splice welds. UT tests will also be performed where the base metal is thicker than 1-1/2 inches, when subjected to through-thickness weld shrinkage strains. The joint shall be ultrasonically inspected for discontinuities directly behind such welds after joint completion. Magnetic Particle (MP) tests shall be performed on fillet welds 5/16 inch and larger. The inspector shall perform magnetic particle testing in accordance with ASTM E709 for any questionable welds. Inspections of high strength bolting will be monitored for proper installation and tensioning of all high strength bolts will be verified as per the requirements of the current edition of the "Specification for Structural Joints Using ASTM A325or A490 Bolts." For connections using high-strength bolts installed using Load Indicating Washers, Krazan will inspect the surface and bolt type for conformance to plans and specifications prior to the start of bolting and verify the minimum specified bolt tensions visually and by using a feeler gauge on a few bolts in each connection (10 percent or two bolts, whichever is greater). For connection using high-strength tension control bolts▇, ▇▇▇▇▇▇ will inspect the surface and bolt type for conformance ▇▇▇▇▇. In addition to plans and specifications prior to the start of bolting and will performed visual inspection on 100% Service Building #4, we are including fees associated with a reroof of the high-strength bolts for properly installed tension. FIRESTOP INSPECTION - Krazan will perform periodic inspections for fire resistive joint systems, perimeter fire barrier systems, through-penetrations, and membrane penetration firestops as per Section 1705.16 southern portion of the 2012 ICC. Penetration City of firestops will be performed as per ASTM E2174 at a minimum schedule of at the start of installation, a minimum of 10% of the time during installation, or post-installation. For each type of firestop system post-installation will include a destructive test for a minimum of 2%, but not less than one per type per floor, or 10,000 square feet. Inspection of fire-resistive joint systems will be performed as per ASTM E2393. The inspector will, at a minimum, review program submittal data prior to installation, inspect a minimum of 5% of lineal feet for each type of material, or perform post-installation destructive tests at a frequency of one sample per type of joint system per 500 lineal feet. The number of visits estimated is considered the minimum required, however, the engineer of record or the firestop contractor may require more inspection than quoted. COLD FORMED STEEL INSPECTION -The on-site inspector will monitor erection of structural support elements and verify adherence to the approved project drawings and specifications. Light-gauge framing installation will include the inspection of all framing members, bolts, hold-downs, plate and sill members. Periodic inspections will be performed on an "on-call basis" when framing is ready for installation. Fasteners will be examined to verify proper type, size, and installation. Complete and accurate records will be maintained by on-site personnel and submitted to the structural engineer for evaluation. REPORT PREPARATION - Krazan will process both field and laboratory data. A copy of each report will be e-mailed on a weekly basis, as a minimum. As required by the ICC, reports will be distributed to the client, the project architect or engineer and to the building official or as directed by the client. Our inspectors will provide immediate verbal notification of field tests and inspection results to your designated on-site representative and the contractor. The inspector will prepare a written report after each inspection prior to leaving the site. Final reports of field inspections and laboratory analysis will be reviewed by the Krazan project manager before subsequent submittal to the project team members. PROJECT MANAGEMENT - The project manager assigned to this project will track inspection data and costs and provide the project design team with status reports when requested. The project manager will oversee and direct all phases of inspections and supervise and direct all Krazan personnel associated with this project. COORDINATION The above scope of services will be performed when scheduled by the General Contractor or the client's designated representative. Proper scheduling is imperative to the success of the special inspections program. ▇▇▇▇▇▇▇ cannot take responsibility for work that has not been inspected if we have not been scheduled nor can we take responsibility for delays due to insufficient lead-time in scheduling inspections. We recommend that the person scheduling the inspections contact our office prior to the job starting to discuss required inspection and scheduling procedures. FEE STRUCTURE We will perform the services listed above on a time and material basis in accordance with our 2024 standard rate schedule. Based on the scope of work described in this proposal and our experience with similar projectsService Center Annex 1 located at ▇▇▇▇ ▇▇▇▇▇ ▇▇▇▇▇▇ ▇▇ ▇▇▇▇▇▇▇, ▇▇▇▇▇▇ estimates the costs for testing and inspection services to be about $49,462.00. A detailed breakdown of this cost is included. Costs for construction testing and inspection services are highly dependent on contractor's schedule; weather, overlapping of work, additional inspections required by the building official and other factors. ▇▇▇▇▇▇ does not control . The tasks and work descriptions involved with this work involve the following:
1. Prepare architectural plans and details associated with reroofing of the building. The plan is to install new insulation and roofing over the existing roof deck.
2. Coordinate with structural engineer to confirm that the roof is strong enough to support the added roof loads. The project scope and fees listed below outline the work or production ratenecessary to complete the tasks as outlined above. Actual costs CONSTRUCTION DOCUMENTS Prepare plans and details that convey the scope and design to all interested parties and also secure a building permit. We will vary due to the frequency of scheduling by others. Therefore, the quantities listed in our also provide a construction cost estimate should be considered approximatefor the work. The estimate provided herein does not imply BIDDING Finalize documents and prepare specifications for bidding of the project to multiple general contractors. Assist with contractor questions and perform a lump sum fee, notwalk-to-exceed fee or a guaranteed maximum price. Consistent with good engineering practice, we will work through of the project with the contractor to keep inspection costs at a minimumbidding contractors. COMPENSATION Everett Municipal Building – Public Works Tenant Improvements – Floors 1,2,3,4,6,& 8 DECRIPTION VISITS UNITS RATE COST Preconstruction Meetings 1 4 Hours $88.00 $352.00 Structural Propoetart Anchor Insp. 36 180 Hours $88.00 $15,840 Structural Steel Ins. 20 100 Hours $98.00 $9,800 Fireproofing Inspection 5 25 Hours $98.00 $2,450 Fireproofing Densities N/A 5 Each $75.00 $375 Cold Formed Steel Inspection 33 165 Hours $88.00 $14,520 Mileage (27 miles round trip) 89 2,403 miles $0.00 $0.00 Report Prep. N/A 49 Hours $0.00 $0.00 Project Management N/A 49 Hours $125.00 $6,125 TOTAL $49,462 NOTES: This cost estimate is based on the scope of work and assumptions outlined in our proposal number T24248W AL dated March 8, 2024 which are inclusive by reference. A four-hour minimum charge, portal-to-portal charge applies to all inspections. Therefore the quantities listed in our cost estimate should be considered approximate. This cost estimate does not include overtime, retests, or change in conditions or schedule. The rates presented above are considered to be the Standard rates for the project and do not include billing rate premiums, which are addressed below. The above rates will be valid through December 31, 2024 and are subject to annual cost of living increases effective January 1Assist with bid evaluation as needed.
Appears in 1 contract
Sources: Professional Services Agreement
Standard Document. This General Provisions document is a standard City form document. No changes by Service Provider are authorized to the General Provisions. Notwithstanding anything to the contrary in this Agreement, in the event that Service Provider makes unauthorized changes to the General Provisions, such changes are deemed to have never been made and the contract between the City and Service Provider is deemed to be the unchanged standard City form General Provisions in version stated below, regardless of whether the City signs this Agreement in a form that may contain the unauthorized changes.
1) STANDARD DOCUMENT APPROVED AS TO FORM OFFICE OF THE CITY ATTORNEY JULY 28, 2023 PROJECT DESCRIPTION <.. image(Icon Description automatically generated) removed ..> Exhibit A Scope of Services and Budget Owner’s Advisor Services for the WFP Phase 2 Progressive Design-Build Project Project Understanding The project as we understand it consists City of tenant improvements to existing office and common spaces on floors 1, 2, 3, 4, 7, and 8 of the existing ▇▇▇▇▇▇▇ Municipal Building. SCOPE OF WORK The Scope of Work listed below is based on our review of plans to design and construct improvements to the plans dated 11/6/23 City’s Water Filtration Plant (WFP), including large diameter valve replacement, large diameter pipe construction, water treatment process system modifications, concrete construction, pile driving, deep soil excavation in locations with high groundwater, chemical storage tank and the construction schedule dated 10/23/23. Geotechnical recommendations are to be provided by others. STRUCTURAL PROPRIETARY STEEL INSPECTION - The inspector will verify structural anchor and epoxy dowel installation. Inspection will include depth, diametersupport piping replacement, and cleanliness of holebuilding modifications. The inspector will periodically verify that the mixing ▇▇▇▇▇ and application of two-part epoxy is per manufacturer recommendations. If conditions warrant, test cubes will be cast of the mixed two-part components to verify setting of mixture. This may include inspection of life safety, pressurized piping, access flooring, and emergency equipment (emergency generators) anchors. STRUCTURAL STEEL INSPECTION - The inspector will inspect fabrication (if required) and erection of structural steel members. Inspections at the fabrication plant will include verifying that materials used match the mill tests or affidavits of test reports; that fabrication, welding procedures, surface preparation, and shop painting meet specifications; and that the work in progress conforms to project requirements. The inspector shall visually check fabricated steel delivered to the job to confirm that the work is in compliance with approved shop drawings and shall make any physical tests, measurements, etc., believed to be necessary, and shall witness and report all corrections performed by the steel fabricator. The inspector will verify welding procedures and welder qualifications. ▇▇▇▇▇▇'s inspector may be present at all times ▇▇ (Consultant) will provide Owner’s Advisor Services to the City during steel erection on sitetwo phases of Design-Build delivery: Phase 1 – Design Oversight and Pricing Negotiations Support: Support and supplement City reviews of Design-Builder’s preliminary design and other submittals to identify technical issues and for conformance with preconstruction requirements, as requested by the City. The inspector will also verify weld quality in accordance Address contract compliance questions as requested by the City. Assist the City with American Welding Society negotiation of GMP (AWSor lump sum pricing) codesfor Phase 2 - final design and construction work performed by the Design-Builder. All welds shall be visually inspectedPhase 2 – Final Design and Construction Oversight Support: Support and supplement City reviews of Design-Builder’s final design for conformance with contract requirements and with Design-Builder’s preconstruction documents. Ultrasonic Review required construction submittals, as requested by the City. Address contract compliance questions as requested by the City. Support City negotiations of contract amendments and change orders as requested by the City. Assist with contract closeout as requested by the City. Scope of Services This scope of services is divided into the following phases (UToverview provided above) tests will be performed on 100% of all complete penetration welds and 100% of all partial-penetration column splice welds. UT tests will also be performed where the base metal is thicker than 1-1/2 inches, when subjected to through-thickness weld shrinkage strains. The joint shall be ultrasonically inspected for discontinuities directly behind such welds after joint completion. Magnetic Particle (MP) tests shall be performed on fillet welds 5/16 inch and larger. The inspector shall perform magnetic particle testing in accordance with ASTM E709 for any questionable welds. Inspections of high strength bolting will be monitored for proper installation and tensioning of all high strength bolts will be verified as per the requirements tasks within each Phase of the current edition Project: Overall Project • Task 100 – Project Management Phase 1 – Design Oversight and Pricing Negotiations Support • Task 1000 – Participation in Design-Builder Technical Work Sessions • Task 1100 – Review of Design-Builder Plans, Reports and Select Design Documents • Task 1200 – Cost Estimating Review Support • Task 1300 – GMP Negotiations Support • Task 1400 – Phase 1 Advisory Services Owner’s Advisor Services for the "Specification for Structural Joints Using ASTM A325or A490 Bolts." For connections using high-strength bolts installed using Load Indicating Washers, Krazan will inspect the surface and bolt type for conformance to plans and specifications prior to the start of bolting and verify the minimum specified bolt tensions visually and by using a feeler gauge on a few bolts in each connection (10 percent or two bolts, whichever is greater). For connection using high-strength tension control bolts, ▇▇▇▇▇▇▇ will inspect the surface WFP Phase 2 PDB Project Scope of Work Phase 2 – Final Design and bolt type for conformance to plans Construction Oversight Support • Task 1500 – Participation in Meetings and specifications prior to the start Work Sessions with City and Design-Builder • Task 1600 – Review of bolting and will performed visual inspection on 100% of the highDesign-strength bolts for properly installed tension. FIRESTOP INSPECTION - Krazan will perform periodic inspections for fire resistive joint systemsBuilder Construction Phase Submittals • Task 1700 – Claims Support • Task 1800 – Phase 2 Advisory Services Please note, perimeter fire barrier systemsonly Tasks 100 (interim budget), through-penetrations1300, and membrane penetration firestops as per Section 1705.16 of the 2012 ICC. Penetration of firestops will be performed as per ASTM E2174 at a minimum schedule of at the start of installation, a minimum of 10% of the time during installation, or post-installation. For each type of firestop system post-installation will include a destructive test for a minimum of 2%, but not less than one per type per floor, or 10,000 square feet. Inspection of fire-resistive joint systems will be performed as per ASTM E2393. The inspector will, at a minimum, review program submittal data prior to installation, inspect a minimum of 5% of lineal feet for each type of material, or perform post-installation destructive tests at a frequency of one sample per type of joint system per 500 lineal feet. The number of visits estimated is considered the minimum required, however, the engineer of record or the firestop contractor may require more inspection than quoted. COLD FORMED STEEL INSPECTION -The on-site inspector will monitor erection of structural support elements and verify adherence to the approved project drawings and specifications. Light-gauge framing installation will include the inspection of all framing members, bolts, hold-downs, plate and sill members. Periodic inspections will be performed on an "on-call basis" when framing is ready for installation. Fasteners will be examined to verify proper type, size, and installation. Complete and accurate records will be maintained by on-site personnel and submitted to the structural engineer for evaluation. REPORT PREPARATION - Krazan will process both field and laboratory data. A copy of each report will be e-mailed on a weekly basis, as a minimum. As required by the ICC, reports will be distributed to the client, the project architect or engineer and to the building official or as directed by the client. Our inspectors will provide immediate verbal notification of field tests and inspection results to your designated on-site representative 1400 are included in this initial contract authorization and the contractor. The inspector will prepare a written report after each inspection prior to leaving attached budget totaled in the site. Final reports of field inspections and laboratory analysis will be reviewed by the Krazan project manager before subsequent submittal to the project team members. PROJECT MANAGEMENT - The project manager assigned to this project will track inspection data and costs and provide the project design team with status reports when requested. The project manager will oversee and direct all phases of inspections and supervise and direct all Krazan personnel associated with this project. COORDINATION The above scope of services will be performed when scheduled by the General Contractor or the client's designated representative. Proper scheduling is imperative to the success of the special inspections program. ▇▇▇▇▇▇ cannot take responsibility for work that has not been inspected if we have not been scheduled nor can we take responsibility for delays due to insufficient lead-time in scheduling inspections. We recommend that the person scheduling the inspections contact our office prior to the job starting to discuss required inspection and scheduling procedures. FEE STRUCTURE We will perform the services listed above on a time and material basis in accordance with our 2024 standard rate schedule. Based on the scope of work described in this proposal and our experience with similar projects, ▇▇▇▇▇▇ estimates the costs for testing and inspection services to be about $49,462.00. A detailed breakdown of this cost is included. Costs for construction testing and inspection services are highly dependent on contractor's schedule; weather, overlapping of work, additional inspections required by the building official and other factors. ▇▇▇▇▇▇ does not control the work or production rate. Actual costs will vary due to the frequency of scheduling by others. Therefore, the quantities listed in our cost estimate should be considered approximate. The estimate provided herein does not imply a lump sum fee, not-to-exceed fee or a guaranteed maximum price. Consistent with good engineering practice, we will work with the contractor to keep inspection costs at a minimum. COMPENSATION Everett Municipal Building – Public Works Tenant Improvements – Floors 1,2,3,4,6,& 8 DECRIPTION VISITS UNITS RATE COST Preconstruction Meetings 1 4 Hours $88.00 $352.00 Structural Propoetart Anchor Insp. 36 180 Hours $88.00 $15,840 Structural Steel Ins. 20 100 Hours $98.00 $9,800 Fireproofing Inspection 5 25 Hours $98.00 $2,450 Fireproofing Densities N/A 5 Each $75.00 $375 Cold Formed Steel Inspection 33 165 Hours $88.00 $14,520 Mileage (27 miles round trip) 89 2,403 miles $0.00 $0.00 Report Prep. N/A 49 Hours $0.00 $0.00 Project Management N/A 49 Hours $125.00 $6,125 TOTAL $49,462 NOTES: This cost estimate is based on the scope of work and assumptions outlined in our proposal number T24248W AL dated March 8, 2024 which are inclusive by reference. A four-hour minimum charge, portal-to-portal charge applies to all inspections. Therefore the quantities listed in our cost estimate should be considered approximate. This cost estimate does not include overtime, retests, or change in conditions or schedule. The rates presented above are considered to be the Standard rates for the project and do not include billing rate premiums, which are addressed Budget section below. The above rates will Additional tasks and corresponding budget may be valid through December 31, 2024 and are subject to annual cost of living increases effective January 1.added by subsequent amendment. Overall Project Task 100 – Project Management
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