Cross Refrence Scope of Work definition with CLIN Item No_.xlsx
XLSX spreadsheet 18 KB Posted
- Solicitation number
- W912ES2323Q0096
About this file
This document outlines key contract line item numbers (CLINs) and associated requirements for quality assurance inspection services for routine gate maintenance at Lock and Dam 5. The contractor will develop a QA inspection plan, review 35 submittals and 10 requests for information from the construction contractor, attend meetings and on-site inspections including initial inspections of roller gates and end shields, witness non-destructive testing and review of repair plans for each gate, inspect coating and painting activities twice for environmental compliance, and prepare final inspection reports. The contractor will also inspect completed bulkhead repairs. The contractor must be available within 72 hours of notification and work weekends as needed. Inspection reports are due to the contracting officer's representative within seven days. This quality assurance work supports Solicitation Number W912ES2323Q0096 issued by the U.S. Army Corps of Engineers St. Paul District for lock and dam gate maintenance.
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Key
| Contract CLINs: | Services to be provided by the contractor: | ||||||
| ITEM NO | Description | Qty | Price | Unit | Totals | Paragraph: | Description: |
| 0001 | Develop QA Inspection Plan | 1 | JOB | $ - 0 | 5.1 | 5.1 Develop QA Inspection Plan: |
Prepare and submit for Government approval a QA inspection plan, which includes site visit preparation, Construction Contractor submittal reviews and requests for information reviews as outlined herein and in the Construction Contractor’s contract, weld inspection procedures and methods, identification of FCM’s, preparation of inspection schedule in coordination with the Construction Contractor’s schedule, identification of bolts to inspect and inspection methods, painting and coating inspection methods and procedures, and procedures for reporting communicating any non-compliance with the Construction Contractor’s contract to the Government.
0002 Submittal Review 35 JOB $ - 0 5.2 5.2 Contractor Submittal Reviews Reviews must include preconstruction submittals, shop drawings, and repair plans detailed in specification sections 05 50 15 and 05 90 00. 5.2.1 Review of Construction Contractor’s submittals within specification section 05 90 00 METALS – INSPECTION AND REPAIR OF DAM GATES requires special attention and coordination. a. Review plans for compliance with code standards and use of best repair practice to restore repaired area “in kind” surrounding areas not repaired.
b. Efficiency of the repair plan. Verification that the proposed plan is an efficient use of steel and weld materials.
c. A full review of the contractor’s repair plans for each roller gate, with comments, is required 3 calendar days after receipt from the Government.
All other submittals must be reviewed, and comments provided to the Government within 10 calendar days.
d. In addition to the submittal reviews required in this section, coordination with the Construction Contractor’s schedule is required to attend required meetings, inspections, and perform QA testing 5.2.3Review the following Construction Contractor’s preconstruction submittals required in 09 97 02. a. Ventilation Assessment Plans for Roller Gate work and lead based paint abatement (Storage Yard Bridge Span and Roller Gate Bridge Span work)
b. Medical Surveillance Plans
c. Containment Plan 0003 RFI Review 10 JOB $ - 0 5.2.2 5.2.2 Review Requests for Information (RFI) related to work described within specification sections 05 50 15, 05 90 00, and 09 97 02.
0004 General Condition - - Inspcetion & Travel 1 JOB $ - 0 5.3 5.3 Attend meetings and perform on-site inspections to include the following. QA Contractor must be prepared to work weekends and be on-site within 72 hours of the
| COR notification that the Construction Contractor is ready for inspection. | 5.3.1 Review Construction Contractor’s initial construction schedule, progress updates, and any schedule changes to coordinate work associated with site visits to conduct inspection and attend meetings as required. | 5.3.2 Attend Inspection Coordination Meeting prior to the first General |
| Condition Inspection. QA inspection must occur concurrently with Construction Contractor’s first General Condition Inspection of the first Roller Gate to be inspected. | 5.3.12 Perform a verbal out briefing of identified items of concern to any |
government staff attending the on-site inspection. If no government staff are onsite, perform a conference call within 2 business days of the inspection, to be scheduled with the COR. 5.3.9 QA Contractor must inspect roller gate end shield connection to the roller gate for compliance with specification section 05 50 15, approved shop drawings and plans, and contract drawings. 5.3.8 QA Contractor must inspect the newly fabricated Roller Gate End Shields prior to the Construction Contractor installing the new end shields. QA must inspect for compliance with specification section 05 50 15, approved shop drawings and plans, and contract drawings.
| 0005 | NDT Testing - Inspcetion & Travel | 1 | EACH | $ - 0 | 5.3.5 | 5.3.5 The Non-Destructive Evaluation must be conducted after the Construction | |
| Contractor has exposed steel members and welds through sandblasting and paint removal. All welds must undergo visual examination. QA Contractor must verify Construction Contractor is performing non-destructive evaluation in accordance with the specification section 05 90 00. The Non-Destructive Evaluation must be performed for every gate. | 5.3.6 QA Contractor must verify Construction Contractor is performing Remaining Thickness Measurements in accordance with specification section 05 90 00. | ||||||
| 0006 | Review Repair Plan | 1 | EACH | $ - 0 | 5.3.7 | 5.3.7 QA Contractor must verify through on-site inspection that the Construction |
Contractor is following approved Repair Plan, and the repairs follow applicable codes and the contract specifications. This inspection must be performed for every gate.
0007 Roller Gate Coating & Painting - Inspection & Travel 2 EACH $ - 0 5.3.11 5.3.11 QA Contractor must inspect coating and painting means and methods of the Construction Contractor to ensure environmental regulations, the contract specifications, contract drawings, and approved plans under specification section 09 97 02 are being followed.
0008 Roller Gate Final Acceptance - Inspcetion & Travel 1 EACH $ - 0 5.3.4 5.3.4 The QA inspections of Roller Gates must be completed in accordance with specification section 05 90 00.
| 0009 | Bulkhead Repair | 1 | EACH | $ - 0 | 5.3.10 | 5.3.10 QA Contractor must verify through onsite inspection the Bulkhead Repairs made on the Roller Gate Bulkheads comply with the Construction Contract. |
| 0010 | Weekly Meeting (virtual) | 26 | EACH | $ - 0 | 5.3.3 | 5.3.3 Attend Weekly Construction Meetings virtually. Coordinate with COR for |
date and time of these weekly meetings.
| 0011 | Final Inspection Reports | 1 | EACH | $ - 0 | 5.3.14 | 5.3.14 A final report must be prepared after the final inspection of each Roller Gate. The final report must recommend acceptance or rejection of each gate. Each final inspection report must incorporate all site inspection reports with a summary of deficiencies and corrective actions taken for each inspection item. An electronic pdf copy of each final inspection report must be submitted to the COR within 7 calendar days after the final inspection. Reports must be on company letterhead and signed by the inspector. |
| 0012 | Lead Abatement - Travel & Inspection | 2 | EACH | $ - 0 | 5.3.11 | 5.3.11 QA Contractor must inspect coating and painting means and methods of the Construction Contractor to ensure environmental regulations, the contract specifications, contract drawings, and approved plans under specification section 09 97 02 are being followed. |
1. General note regarding quantities: all quantities must be tracked between the QA contractor and the Contracting Officer (or COR). If the quantity tracking shows the QA contractor needs to go over the estimated quantity shown below to complete additional work , a decision will be made by the Contracting Officer to issue or not issue a modification for the additional work. The QA contractor must not perform more work than the estimated number of items before a modification is executed.
2. Note regarding paragraph 5.1: Generally one QA Inspection Plan can be used for the entire period of performance. If the QA Inspection Plan changes, the inspection plan will need to be updated. The QA Contractor must discuss the change and the amount of time that will be required to make the change with the Contracting Officer. The Contracting Officer will make the decision to execute a modification for the additional time that is spent on this item. The QA Contractor must perform the work until the modification is executed.
3. Note regarding paragraph 5.3.13 Prepare a written report for each structural site visit day that includes a summary of QA work completed and listing of all visual and NDT inspections completed. If QA work indicates that welding and contract specifications are not being met, photos of noncompliant areas and recommended actions to correct the deficiencies must be included in the report. The adequacy of the Construction Contractor’s QC program must be included. An electronic pdf copy of each inspection report must be submitted to the COR within seven calendar days after the site visit. Reports must be on company letterhead and signed by the inspector(s). Clarification: A written report for each inspection must be prepared, so this applies to all inspections.
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