SOW_Construction_Roofing_ (1)-FtBelvoir.pdf
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- Attached to
- Sources Sought-Fort Belvoir-Roofing
- Solicitation number
- W5168W-24-R-0022
- Issued by
-
Department of the Army
About this file
This document is a Statement of Work (SOW) for a federal construction contract opportunity related to roof repair and replacement services at multiple military installations. The SOW covers miscellaneous concrete repairs and incidental related work for the roof systems at Fort Belvoir, VA; Fort A.P. Hill, VA; Joint Base Myer Henderson Hall, VA; Rivanna Station, VA; Arlington National Cemetery, VA; and Fort McNair, Washington, DC. Key details include:
The contractor shall provide all labor, materials, supplies, transportation, and equipment to perform the required roof construction activities. The contract will have a range of fixed-price task orders based on the estimated value, with completion timelines of 20-45 calendar days depending on task order value. The contract will also require the contractor to provide a salvage plan, project schedule, safety plan, quality control plan, and other submittals. Payment will be based on completed quantities, and the contractor must maintain as-built drawings. The government will have oversight and approval authority for various aspects of the work.
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| File | Type | Posted |
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| Fort Belvoir-Sources Sought Synopsis-14MAY2024-W5168W-24-R-0022-Roofing IDIQ-QandA.xlsx | XLSX spreadsheet | |
| Sources Sought Synopsis-W5168W-24-R-0022-FtBelvoir-2MAY2024.pdf |
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SECTION 01 11 00
SUMMARY OF WORK
08/15
PART 1 GENERAL
1.1 SUBMITTALS
Government approval is required for submittals with a "G" designation; submittals not having a "G" designation are [for Contractor Quality Control approval for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government.
Submittals with an "S" are for inclusion in the Sustainability e-Notebook, in conformance with Section 01 33 29 SUSTAINABILITY REPORTING. Submit the following in accordance with Section 01 33 00
SUBMITTAL PROCEDURES:
SD-01 Preconstruction Submittals
Salvage Plan
1.2 WORK COVERED BY CONTRACT DOCUMENTS
1.2.1 Project Description
The work includes furnishing all plant, labor, equipment, and materials to perform miscellaneous concrete repairs and incidental related work in accordance with the specifications. Work performed by the contractor shall result in a complete, functional, and suitable system.
1.2.2 Location
The work shall be located at:
Fort Belvoir, Virginia Fort A.P. Hill, Virginia Joint Base Myer Henderson Hall, Virginia Rivanna Station, Virginia Arlington National Cemetery, Virginia Fort McNair, Washington, DC.
1.2.3 Information to Bidders
According to FAR Subpart 9.104-1 General Standards, a prospective contractor must be determined responsible, and:
(a)Have adequate financial resources to perform the contract, or the ability to obtain them (see9.104-
3(a));
(b)Be able to comply with the required or proposed delivery or performance schedule, taking into consideration all existing commercial and governmental business commitments;
(c)Have a satisfactory performance record (see 48 CFR 9.104-3(b) and part 42, subpart 42.15).A prospective contractor shall not be determined responsible or non-responsible solely on the basis of a lack of relevant performance history, except as provided in 9.104-2;
(d)Have a satisfactory record of integrity and business ethics (for example, see Subpart 42.15).
(e)Have the necessary organization, experience, accounting and operational controls, and technical skills or the ability to obtain them (including, as appropriate, such elements as production control procedures, property control systems, quality assurance measures, and safety programs applicable to materials to be produced or services to be performed by the prospective contractor and subcontractors) (see 9.104-3(a));
(f)Have the necessary production, construction, and technical equipment and facilities, or the ability to obtain them (see 9.104-3(a))
According to FAR Subpart 9.104-3 Application of Standards, (a)Ability to obtain resources. Except to the extent that a prospective contractor has sufficient resources or proposes to perform the contract by subcontracting, the contracting officer shall require acceptable evidence of the prospective contractor's ability to obtain required resources (see 9.104-1 (a), (e), and (f)). Acceptable evidence normally consists of a commitment or explicit arrangement that will be in existence at the time of contract award, to rent, purchase, or otherwise acquire the needed facilities, equipment, other resources, or personnel. Consideration of a prime contractor's compliance with limitations on subcontracting shall take into account the time period covered by the contract base period or quantities plus option periods or quantities, if such options are considered when evaluating offers for award.
(b)Satisfactory performance record. A prospective contractor that is or recently has been seriously deficient in contract performance shall be presumed to be non-responsible, unless the contracting officer determines that the circumstances were properly beyond the contractor's control, or that the contractor has taken appropriate corrective action. Past failure to apply sufficient tenacity and perseverance to perform acceptably is strong evidence of non-responsibility. Failure to meet the quality requirements of the contract is a significant factor to consider in determining satisfactory performance. The contracting officer shall consider the number of contracts involved and the existent of deficient performance in each contract when making this determination. If the pending contract requires a subcontracting plan pursuant to Subpart 19.7, The Small Business Subcontracting Program, the contracting officer shall also consider the prospective contractor's compliance with subcontracting plans under recent contracts.
1.3 OCCUPANCY OF PREMISES
Building(s) will be occupied during performance of work under this Contract.[ Occupancy notifications will be posted in a prominent location in the work area.
Before work is started, arrange with the Contracting Officer a sequence of procedure, means of access, space for storage of materials and equipment, and use of approaches, corridors, and stairways.
[1.4 EXISTING WORK
In addition to FAR 52.236-9 Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements:
a. Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remain.
b. Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work must be in a condition equal to or better than that which existed before new work started.
1.5 ADDITIONAL INFORMATION
a. Contractor shall provide all warning signs and barricades as ordered by the contracting officer.
b. The contractor is responsible for leaving the worksite clean and free of debris daily.
c. The contractor shall include in his bid costs for work performed in small quantities as well as mobilization/demobilization costs associated with each line item.
d. All utility valves, utility lines, fences, walks, pavements, sod and curbs not designated to be replaced in the contract that are damaged during construction shall be replaced by the contractor at no expense to the government.
e. Under contract clauses, payments under fixed price construction contracts and prompt payment for construction contracts, the contractor must submit a "proper" invoice to obtain payment. To prevent errors in preparation of invoices along with resulting delays in payment, the contractor shall meet with the government's quality assurance representative 7 calendar days prior to submittal of an invoice and reach an agreement on the quantities and or percentage of completion to be billed on the invoice
f. The contactor shall maintain a separate set of marked-up full-scale drawings indicating as-built conditions.
These drawings shall be maintained in a current condition until completion of the work and shall be available for review by government personnel. Variations from the contract drawings, including modifications, optional materials, required coordination between trades, etc. shall be indicated in red. Those variations shall be shown in the same general detail utilized in the contract drawings. Upon completion of the work, marked-up drawings shall be furnished to the contracting officer. As-built drawings shall be required for any deviation from the original plans and specifications. Neither final payment nor final inspections will be made until as-built drawings are received.
g. Contractor shall provide all necessary signage to notify installation personnel of construction. If during construction, signage is damaged due to weather, it will be the contractor's responsibility to replace. Signage shall be 6'x 4'. Signage size may change depending on project and proposed location. Size changes must be requested through the contracting officer. Signage shall be installed a minimum, one week prior to start of construction. If signage is to be placed in the ground, plan for utility locates. If possible, install signage on existing structures. Exact verbiage for the signage shall be approved by the contracting officer prior to installation. All text shall be black and at an appropriate size in proportion to the individual signs. The following are items required as a minimum to be included on the signage: basic title; purpose of project;
general time frame of project; and phrases such as, "Pardon our dust," "Thanks for your patience," or "Watch for construction equipment," when appropriate to the project.
1.6 RATE OF WORK PERFORMANCE
The period of time, in calendar days, allowed for completion of each task order shall be as follows. Counting of calendar days allowed for each task order shall start from the date of notice to proceed of said task order. The time allowed for submittals shall be added to the time allowed for the first task order.
Each Task Order Calendar Days to Complete Under $10,000 20 $10,000 to $19,999 30 $20,000 to $99,000 45 Over $100,000 will be negotiated
Note: Contractor's rate of performance for multiple task orders issued at the same time (within one week shall be summed for aggregate total. This aggregate total will be compared to rate of performance table in contract for number of days allowed to complete group of task orders issued at the same time. For example, four task orders issued at same time worth $10,000 each for a total of $40,000 are given 45 days for completion of all four task orders.
1.7 SALVAGE MATERIAL AND EQUIPMENT
Items designated by the Contracting Officer to be salvaged remain the property of the Government. Segregate, itemize, deliver and off-load the salvaged property at the [Government designated storage area located within [as required miles of the construction site.
Provide a salvage plan, listing material and equipment to be salvaged, and their storage location. Maintain property control records for material or equipment designated as salvage. Use a system of property control that is approved by the Contracting Officer. Store and protect salvaged materials and equipment until disposition by the Contracting Officer.
PART 2 PRODUCTS
Not used.
PART 3 EXECUTION
-- End of Section --
SECTION 01 14 00
WORK RESTRICTIONS
11/11
[1.1 SUBMITTALS
designation are [for Contractor Quality Control approval for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government.
Submittals with an "S" are for inclusion in the Sustainability e-Notebook, in conformance with Section 01 33 29 SUSTAINABILITY REPORTING. Submit the following in accordance with Section 01 33 00
List of Contact Personnel
1.2 SPECIAL SCHEDULING REQUIREMENTS
a. [as required must be ready for operation as approved by Contracting Officer before work is started on [as required which would interfere with normal operation.
b. Have materials, equipment, and personnel required to perform the work at the site prior to the commencement of the work. Specific items of work to which this requirement applies include:
(1) Delivery Order requirements under this Contract
(2) State Permits as required
c. Contractor work progress will remain in operation during the entire construction period. The Contractor must conduct his operations so as to cause the least possible interference with normal operations of the activity.
d. Permission to interrupt any Activity roads, railroads, or utility service must be requested in writing a minimum of 15 calendar days prior to the desired date of interruption.
1.3 CONTRACTOR ACCESS AND USE OF PREMISES
1.3.1 Activity Regulations
Ensure that Contractor personnel employed on the Activity become familiar with and obey Activity regulations including safety, fire, traffic and security regulations. Keep within the limits of the work and avenues of ingress and egress. Wear hard hats in designated areas. Do not enter any restricted areas unless required to do so and until cleared for such entry. Mark Contractor equipment for identification.
1.3.1.1 Subcontractors and Personnel Contacts
Provide a list of contact personnel of the Contractor and subcontractors including addresses and telephone numbers for use in the event of an emergency. As changes occur and additional information becomes available, correct and change the information contained in previous lists.
1.3.1.2 No Smoking Policy
Smoking is prohibited within and outside of all buildings on installation, except in designated smoking areas. This applies to existing buildings, buildings under construction and buildings under renovation.
Discarding tobacco materials other than into designated tobacco receptacles is considered littering and is subject to fines. The Contracting Officer will identify designated smoking areas.
1.3.2 Working Hours
Regular, general working hours consist of an 8 to 10 hour period established by the Contracting Officer and weather seasons, typically between 7 a.m. and 5:00 p.m., Monday through Friday, and 7 a.m. to 8 p.m. on Saturday, excluding Government holidays. Delivery Order requirements may vary general working hours.
1.3.3 Work Outside Regular Hours
Work outside regular working hours requires Contracting Officer approval. Make application a minimum of 15 calendar days prior to such work to allow arrangements to be made by the Government for inspecting the work in progress, giving the specific dates, hours, location, type of work to be performed, contract number and project title. Based on the justification provided, the Contracting Officer may approve work outside regular hours. During periods of darkness, the different parts of the work must be lighted in a manner approved by the Contracting Officer. Make utility cutovers after normal working hours or on Saturdays, Sundays, and Government holidays unless directed otherwise.
[1.3.4 Exclusionary Period
No work must be performed during the period of unscheduled Base Mission requirements, inclusive, without prior written approval of the Contracting Officer. This period has not been considered in computing the time allowed for the performance of this contract.
1.3.5 Occupied Building[s
The Contractor shall be working around existing buildings which are occupied. Do not enter the building[s without prior approval of the Contracting Officer.
Provide dust covers or protective enclosures to protect existing work that remains and Government material located in and adjacent to the Construction Site during the construction period.
1.3.6 Utility Cutovers and Interruptions
a. Make utility cutovers and interruptions after normal working hours or on Saturdays, Sundays, and Government holidays. Conform to procedures required in paragraph WORK OUTSIDE REGULAR
HOURS.
b. Ensure that new utility lines are complete, except for the connection, before interrupting existing service.
c. Interruption to water, sanitary sewer, storm sewer, telephone service, electric service, air conditioning, heating, fire alarm, compressed air, and services are considered utility cutovers pursuant to the paragraph WORK OUTSIDE REGULAR HOURS. Such interruptions are further limited to minimize impacts to the Base. This time limit includes time for deactivation and reactivation.
d. Operation of Station Utilities: The Contractor must not operate nor disturb the setting of control devices in the station utilities system, including water, sewer, electrical, and steam services. The Government will operate the control devices as required for normal conduct of the work. The Contractor must notify the Contracting Officer giving reasonable advance notice when such operation is required.
1.4 SECURITY REQUIREMENTS
[Contract Clause FAR 52.204-2 Security Requirements and Alternate II and the following apply:
a. The Contractor shall ensure that all contractor and sub-contractors employees who require physical access to Army Bases provide all information required for a check of records through databases including, but not limited to, the National Crime Information Center (NCIC) Interstate Identification Index (III) and the Terrorist Screening Database. In addition to the changes otherwise authorized by the changes clause of this contract, should the Force Protection Condition (FPCON) at the installation change, the Government may require changes in contractor security matters or processes.
b. All contractor and associated sub-contractor employees who require physical access to Army Bases for contract performance shall present an Acceptable Identity Source Document, as identified in Section 2 of Attachment 4 of DoD Directive-Type Memorandum 09-012, “Interim Policy Guidance for DoD Physical Access Control” (available at http://www.dtic.mil/whs/directives/corres/pdf ), filename “DTM-09-012.pdf” to access the installation.
c. The Contractor shall maintain awareness of all Prime and Sub-Contractor employees who are vetted and approved for access onto the Base. Contractor shall notify the KO and COR in writing within 48 hours of any contractor or sub-contractor employees who resigns, is terminated, or for any other reason and no longer authorized to access Army Base for the purpose of performance of this contract. For contracts with a performance period longer than three months, the Contractor shall reconcile his roster of approved personnel with the Base Visitor Control Center (VCC) to ensure that both the Contractor and Contract Officer Representative maintain accurate awareness of the contractor and subcontractor employees who are authorized to access the installation.
i. All contractor and all associated sub-contractors employees requiring physical access to Army Base for contract performance shall be pre-screened by the Contractor using the E-verify Program at http://www.dhs.gov/E-Verify website to meet the established employment eligibility requirements and shall provide only eligible employees for contract performance while on the installation.
ii. All contractor and all associated sub-contractors employees requiring physical access to Army Base for contract performance shall complete AT Level I awareness training within 30 calendar days after contract start date or effective date of incorporation of this requirement into the contract, whichever is applicable. The contractor shall submit certificates of completion for each affected contractor employee and subcontractor employee, to the COR or to the contracting officer if a COR is not assigned, within 10 calendar days after completion of training by all employees and subcontractor personnel.
AT level I awareness training is available at https://jkodirect.jten.mil/Atlas2/faces/page/login/Login.seam .
iii. All contractor and sub-contractor employees shall attend a briefing on the local iWATCH program provided by the JBM-HH ATO or Security Office. This locally-developed briefing will be used to inform employees of the types of suspicious behavior to report to the COR or the Base Police Department. This briefing shall be completed within 30 calendar days of contract award and within 30 calendar days of new employees' commencing performance with the results reported to the COR no later than 30 days after contract award and new employees' commencing performance.
iv. All contractor and all associated sub-contractors employees requiring physical access to
Army Base for contract performance shall complete Operations Security (OPSEC) training within 30 calendar days after contract start date or effective date of incorporation of this requirement into the contract, whichever is applicable. The contractor shall submit certificates of completion for each affected contractor employee and subcontractor employee, to the COR or to the contracting officer if a COR is not assigned, within 10 calendar days after completion of training by all employees and subcontractor personnel.
OPSEC training is available at http://cdsetrain.dtic.mil/opsec/ .
v. The Contractor shall ensure that all contractor and sub-contractors employee Common
Access Cards (CACs), badges, passes or other access credentials which were issued under this contract are surrendered to the COR upon completion of the contract. CACs, badges, passes and other access credentials are DoD property and failure to surrender them may be punishable under 18 USC § 701.
Not Used
SECTION 01 30 00
ADMINISTRATIVE REQUIREMENTS
08/15
1.1 REFERENCES
The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.
U.S. ARMY CORPS OF ENGINEERS (USACE)
EM 385-1-1 (2014) Safety and Health Requirements Manual
1.2 SUBMITTALS
designation are [for Contractor Quality Control approval for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government.
Submittals with an "S" are for inclusion in the Sustainability e-Notebook, in conformance with Section 01
View Location Map
Progress and Completion Pictures
1.3 VIEW LOCATION MAP
Submit, prior to or with the first digital photograph submittals, a sketch or drawing indicating the required photographic locations. Update as required if the locations are moved.
1.4 PROGRESS AND COMPLETION PICTURES
Photographically document site conditions prior to start of construction operations.
1.5 MINIMUM INSURANCE REQUIREMENTS
Provide the minimum insurance coverage required by FAR 28.307-2 Liability, during the entire period of performance under this contract. Provide other insurance coverage as required by State law.
1.6 FIRST TIER CONTRACTOR REQUIREMENTS FOR ASBESTOS CONTAINING MATERIALS
Accomplish all contract requirements of Section 02 82 00 ASBESTOS REMEDIATION, assigned to the Designated Competent Person, directly with a first tier subcontractor.
1.7 SUPERVISION
1.7.1 Minimum Communication Requirements
Have at least one qualified superintendent, or competent alternate, capable of reading, writing, and conversing fluently in the English language, on the job-site at all times during the performance of contract work. In addition, if a Quality Control (QC) representative is required on the contract, then that individual must also have fluent English communication skills.
1.7.2 Superintendent Qualifications
The project superintendent must have a minimum of 6-year experience in construction with at least 3 of those years as a superintendent on projects similar in size and complexity. The individual must be familiar with the requirements of EM 385-1-1 and have experience in the areas of hazard identification and safety compliance. The individual must be capable of interpreting a critical path schedule and construction drawings. The qualification requirements for the alternate superintendent are the same as for the project superintendent. The Contracting Officer may request proof of the superintendent's qualifications at any point in the project if the performance of the superintendent is in question.
[For routine projects where the superintendent is permitted to also serve as the Quality Control (QC) Manager as established in Section [01 45 00.00 10 01 45 00.00 40 QUALITY CONTROL, the superintendent must have qualifications in accordance with that section.
1.7.2.1 Duties
The project superintendent is primarily responsible for managing and coordinating day-to-day production and schedule adherence on the project. The superintendent is required to attend partnering meetings, and quality control meetings. The superintendent or qualified alternative must be on-site at all times during the performance of this contract until the work is completed and accepted.
1.7.3 Non-Compliance Actions
The Project Superintendent is subject to removal by the Contracting Officer for non-compliance with requirements specified in the contract and for failure to manage the project to insure timely completion.
Furthermore, the Contracting Officer may issue an order stopping all or part of the work until satisfactory corrective action has been taken. No part of the time lost due to such stop orders is acceptable as the subject of claim for extension of time for excess costs or damages by the Contractor.
1.8 PRECONSTRUCTION CONFERENCE
After award of the contract but prior to commencement of any work at the site, meet with the Contracting Officer to discuss and develop a mutual understanding relative to the administration of the value engineering and safety program, preparation of the schedule of prices or earned value report, shop drawings, and other submittals, scheduling programming, prosecution of the work, and clear expectations of the "Interim DD Form 1354" Submittal. Major subcontractors who will engage in the work must also attend.
1.10 ELECTRONIC MAIL (E-MAIL) ADDRESS
Establish and maintain electronic mail (e-mail) capability along with the capability to open various electronic attachments as text files, pdf files, and other similar formats. Within 10 days after contract award, provide the Contracting Officer a single (only one) e-mail address for electronic communications from the Contracting Officer related to this contract including, but not limited to contract documents, invoice information, request for proposals, and other correspondence. The Contracting Officer may also use email to notify the Contractor of base access conditions when emergency conditions warrant, such as hurricanes or terrorist threats. Multiple email addresses are not allowed.
It is the Contractor's responsibility to make timely distribution of all Contracting Officer initiated e-mail with its own organization including field office(s). Promptly notify the Contracting Officer, in writing, of any changes to this email address.
SECTION 01 32 01.00 10
PROJECT SCHEDULE
02/15
1.1 REFERENCES
The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.
1.2 SUBMITTALS
designation are for [Contractor Quality Control approval. [information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government.
Submittals with an "S" are for inclusion in the Sustainability e-Notebook, in conformance to Section 01
Project Scheduler Qualifications
Preliminary Project Schedule
Initial Project Schedule
Periodic Schedule Update
Not Included.
3.1 GENERAL REQUIREMENTS
Prepare for approval a Project Schedule, as specified herein, pursuant to FAR Clause 52.236-15 Schedules for Construction Contracts. Show in the schedule the proposed sequence to perform the work and dates contemplated for starting and completing all schedule activities. The scheduling of the entire project is required. The scheduling of construction is the responsibility of the Contractor. Contractor management personnel must actively participate in its development. Subcontractors and suppliers working on the project must also contribute in developing and maintaining an accurate Project Schedule.
Provide a schedule that is a forward planning as well as a project monitoring tool. Use the Critical Path Method (CPM) of network calculation to generate all Project Schedules. Prepare each Project Schedule using the Precedence Diagram Method (PDM).
3.2 BASIS FOR PAYMENT AND COST LOADING
The schedule is the basis for determining contract earnings during each update period and therefore the amount of each progress payment. The aggregate value of all activities coded to a contract CLIN must equal the value of the CLIN.
3.2.1 Activity Cost Loading
Activity cost loading must be reasonable and without front-end loading. Provide additional documentation to demonstrate reasonableness if requested by the Contracting Officer.
3.2.2 Withholdings / Payment Rejection
Failure to meet the requirements of this specification may result in the disapproval of the preliminary, initial or periodic schedule updates and subsequent rejection of payment requests until compliance is met.
In the event that the Contracting Officer directs schedule revisions and those revisions have not been included in subsequent Project Schedule revisions or updates, the Contracting Officer may withhold 10 percent of pay request amount from each payment period until such revisions to the project schedule have been made.
3.3 PROJECT SCHEDULE DETAILED REQUIREMENTS
3.3.1 Level of Detail Required
Develop the Project Schedule to the appropriate level of detail to address major milestones and to allow for satisfactory project planning and execution. Failure to develop the Project Schedule to an appropriate level of detail will result in its disapproval. The Contracting Officer will consider, but is not limited to, the following characteristics and requirements to determine appropriate level of detail:
3.3.2 Activity Durations
Reasonable activity durations are those that allow the progress of ongoing activities to be accurately determined between update periods. Less than 2 percent of all non-procurement activities may have Original Durations (OD) greater than 20 work days or 30 calendar days.
3.3.4 Mandatory Tasks
Include the following activities/tasks in the initial project schedule and all updates.
a. Submission, review and acceptance of SD-01 Preconstruction Submittals (individual activity for each).
b. Submission and approval of as-built drawings.
c. Submission and approval of DD1354 data and installed equipment lists.
d. Contractor's pre-final inspection.
e. Correction of punch list from Contractor's pre-final inspection.
f. Government's pre-final inspection.
g. Correction of punch list from Government's pre-final inspection.
h. Final inspection.
3.3.5 Government Activities
Show Government and other agency activities that could impact progress. These activities include, but are not limited to: environmental permit approvals by State regulators, inspections, utility tie-in, Government Furnished Equipment (GFE) and Notice to Proceed (NTP) for phasing requirements.
3.3.13 Original Durations
Activity Original Durations (OD) must be reasonable to perform the work item. OD changes are prohibited unless justification is provided and approved by the Contracting Officer.
3.3.14 Leads, Lags, and Start to Finish Relationships
Lags must be reasonable as determined by the Government and not used in place of realistic original durations, must not be in place to artificially absorb float, or to replace proper schedule logic.
a. Leads (negative lags) are prohibited.
b. Start to Finish (SF) relationships are prohibited.
3.3.15 Retained Logic
Schedule calculations must retain the logic between predecessors and successors ("retained logic" mode) even when the successor activity(s) starts and the predecessor activity(s) has not finished (out-of-sequence progress). Software features that in effect sever the tie between predecessor and successor activities when the successor has started and the predecessor logic is not satisfied ("progress override") are not be allowed.
3.3.16 Percent Complete
Update the percent complete for each activity started, based on the realistic assessment of earned value.
Activities which are complete but for remaining minor punch list work and which do not restrain the initiation of successor activities may be declared 100 percent complete to allow for proper schedule management.
3.3.17 Remaining Duration
Update the remaining duration for each activity based on the number of estimated work days it will take to complete the activity. Remaining duration may not mathematically correlate with percentage found under paragraph entitled Percent Complete.
3.3.18 Cost Loading of Closeout Activities
Cost load the "Correction of punch list from Government pre-final inspection" activity(ies) not less than 1 percent of the present contract value. Activity(ies) may be declared 100 percent complete upon the
Government's verification of completion and correction of all punch list work identified during Government pre-final inspection(s).
3.3.18.1 As-Built Drawings
If there is no separate contract line item (CLIN) for as-built drawings, cost load the "Submission and approval of as-built drawings" activity not less than $35,000 or 1 percent of the present contract value, which ever is greater, up to $200,000. Activity will be declared 100 percent complete upon the Government's approval.
3.3.19 Early Completion Schedule and the Right to Finish Early
An Early Completion Schedule is an Initial Project Schedule (IPS) that indicates all scope of the required contract work will be completed before the contractually required completion date.
a. No IPS indicating an Early Completion will be accepted without being fully resource-loaded
(including crew sizes and manhours) and the Government agreeing that the schedule is reasonable and achievable.
b. The Government is under no obligation to accelerate work items it is responsible for to ensure that the early completion is met nor is it responsible to modify incremental funding (if applicable) for the project to meet the contractor's accelerated work.
3.4 PROJECT SCHEDULE SUBMISSIONS
Provide the submissions as described below. The data CD/DVD, reports, and network diagrams required for each submission are contained in paragraph SUBMISSION REQUIREMENTS. If the Contractor fails or refuses to furnish the information and schedule updates as set forth herein, then the Contractor will be deemed not to have provided an estimate upon which a progress payment can be made.
Review comments made by the Government on the schedule(s) do not relieve the Contractor from compliance with requirements of the Contract Documents.
3.4.1 Preliminary Project Schedule Submission
Within 15 calendar days after the NTP is acknowledged submit the Preliminary Project Schedule defining the planned operations detailed for the first 90 calendar days for approval. The approved Preliminary Project Schedule will be used for payment purposes not to exceed 90 calendar days after NTP.
Completely cost load the Preliminary Project Schedule to balance the contract award CLINS shown on the Price Schedule. The Preliminary Project Schedule may be summary in nature for the remaining performance period. It must be early start and late finish constrained and logically tied as specified. The Preliminary Project Schedule forms the basis for the Initial Project Schedule specified herein and must include all of the required plan and program preparations, submissions and approvals identified in the contract (for example, Quality Control Plan, Safety Plan, and Environmental Protection Plan) as well as design activities, planned submissions of all early design packages, permitting activities, design review conference activities, and other non-construction activities intended to occur within the first 90 calendar days. Government acceptance of the associated design package(s) and all other specified Program and Plan approvals must occur prior to any planned construction activities. Activity code any activities that are summary in nature after the first 90 calendar days with Bid Item (CLIN) code (BIDI), Responsibility Code (RESP) and Feature of Work code (FOW).
3.4.2 Initial Project Schedule Submission
Submit the Initial Project Schedule for approval within 42 calendar days after notice to proceed is issued.
The schedule must demonstrate a reasonable and realistic sequence of activities which represent all work through the entire contract performance period. No payment will be made for work items not fully detailed in the Project Schedule.
3.4.3 Periodic Schedule Updates
Update the Project Schedule on a regular basis, monthly at a minimum. Provide a draft Periodic Schedule Update for review at the schedule update meetings as prescribed in the paragraph PERIODIC SCHEDULE UPDATE MEETINGS. These updates will enable the Government to assess Contractor's progress.
a. Update information including Actual Start Dates (AS), Actual Finish Dates (AF), Remaining
Durations (RD), and Percent Complete is subject to the approval of the Government at the meeting.
b. AS and AF dates must match the date(s) reported on the Contractor's Quality Control Report for an activity start or finish.
3.5 SUBMISSION REQUIREMENTS
Submit the following items for the Preliminary Schedule, Initial Schedule, and every Periodic Schedule Update throughout the life of the project:
3.5.1 Data CD/DVDs
Provide two sets of data CD/DVDs containing the current project schedule and all previously submitted schedules in the format of the scheduling software (e.g. .xer). Also include on the data CD/DVDs the Narrative Report and all required Schedule Reports. Label each CD/DVD indicating the type of schedule (Preliminary, Initial, Update), full contract number, Data Date and file name. Each schedule must have a unique file name and use project specific settings.
3.5.4.1 Continuous Flow
Show a continuous flow from left to right with no arrows from right to left. Show the activity number, description, duration, and estimated earned value on the diagram.
3.5.4.2 Project Milestone Dates
Show dates on the diagram for start of project, any contract required interim completion dates, and contract completion dates.
3.5.4.3 Critical Path
Show all activities on the critical path. The critical path is defined as the longest path.
3.6 PERIODIC SCHEDULE UPDATE
3.6.1 Periodic Schedule Update Meetings
Conduct periodic schedule update meetings for the purpose of reviewing the proposed Periodic Schedule Update, Narrative Report, Schedule Reports, and progress payment. Conduct meetings at least monthly within five days of the proposed schedule data date. Provide a computer with the scheduling software loaded and a projector which allows all meeting participants to view the proposed schedule during the meeting. The Contractor's authorized scheduler must organize, group, sort, filter, perform schedule revisions as needed and review functions as requested by the Contractor and/or Government. The meeting is a working interactive exchange which allows the Government and Contractor the opportunity to review the updated schedule on a real time and interactive basis. The meeting will last no longer than 8 hours. Provide a draft of the proposed narrative report and schedule data file to the Government a minimum of two workdays in advance of the meeting. The Contractor's Project Manager and scheduler must attend the meeting with the authorized representative of the Contracting Officer. Superintendents, foremen and major subcontractors must attend the meeting as required to discuss the project schedule and work. Following the periodic schedule update meeting, make corrections to the draft submission. Include only those changes approved by the Government in the submission and invoice for payment.
3.6.2 Update Submission Following Progress Meeting
Submit the complete Periodic Schedule Update of the Project Schedule containing all approved progress, revisions, and adjustments, pursuant to paragraph SUBMISSION REQUIREMENTS not later than 4 work days after the periodic schedule update meeting.
3.7 WEEKLY PROGRESS MEETINGS
Conduct a weekly meeting with the Government (or as otherwise mutually agreed to) between the meetings described in paragraph entitled PERIODIC SCHEDULE UPDATE MEETINGS for the purpose of jointly reviewing the actual progress of the project as compared to the as planned progress and to review planned activities for the upcoming two weeks. Use the current approved schedule update for the purposes of this meeting and for the production and review of reports. At the weekly progress meeting, address the status of RFIs, RFPs and Submittals.
3.8 REQUESTS FOR TIME EXTENSIONS
Provide a justification of delay to the Contracting Officer in accordance with the contract provisions and clauses for approval within 10 days of a delay occurring. Also prepare a time impact analysis for each Government request for proposal (RFP) to justify time extensions.
3.8.1 Justification of Delay
Provide a description of the event(s) that caused the delay and/or impact to the work. As part of the description, identify all schedule activities impacted. Show that the event that caused the delay/impact was the responsibility of the Government. Provide a time impact analysis that demonstrates the effects of the delay or impact on the project completion date or interim completion date(s). Evaluate multiple impacts chronologically; each with its own justification of delay. With multiple impacts consider any concurrency of delay. A time extension and the schedule fragnet becomes part of the project schedule and all future schedule updates upon approval by the Contracting Officer.
3.8.2 Time Impact Analysis (Prospective Analysis)
Prepare a time impact analysis for approval by the Contracting Officer based on industry standard AACE 52R-06. Utilize a copy of the last approved schedule prior to the first day of the impact or delay for the time impact analysis. If Contracting Officer determines the time frame between the last approved schedule and the first day of impact is too great, prepare an interim updated schedule to perform the time impact analysis. Unless approved by the Contracting Officer, no other changes may be incorporated into the schedule being used to justify the time impact.
3.8.5 Time Extension
The Contracting Officer must approve the Justification of Delay including the time impact analysis before a time extension will be granted. No time extension will be granted unless the delay consumes all available Project Float and extends the projected finish date ("End Project" milestone) beyond the Contract Completion Date. The time extension will be in calendar days.
Actual delays that are found to be caused by the Contractor's own actions, which result in a calculated schedule delay will not be a cause for an extension to the performance period, completion date, or any interim milestone date.
3.8.6 Impact to Early Completion Schedule
No extended overhead will be paid for delay prior to the original Contract Completion Date for an Early Completion IPS unless the Contractor actually performed work in accordance with that Early Completion Schedule. The Contractor must show that an early completion was achievable had it not been for the impact.
3.9 FAILURE TO ACHIEVE PROGRESS
Should the progress fall behind the approved project schedule for reasons other than those that are excusable within the terms of the contract, the Contracting Officer may require provision of a written recovery plan for approval. The plan must detail how progress will be made-up to include which activities will be accelerated by adding additional crews, longer work hours, extra work days, etc.
3.9.1 Artificially Improving Progress
Artificially improving progress by means such as, but not limited to, revising the schedule logic, modifying or adding constraints, shortening activity durations, or changing calendars in the project schedule is prohibited. Indicate assumptions made and the basis for any logic, constraint, duration and calendar changes used in the creation of the recovery plan. Any additional resources, manpower, or daily and weekly work hour changes proposed in the recovery plan must be evident at the work site and documented in the daily report along with the Schedule Narrative Report.
3.9.2 Failure to Perform
Failure to perform work and maintain progress in accordance with the supplemental recovery plan may result in an interim and final unsatisfactory performance rating and may result in corrective action directed by the Contracting Officer pursuant to FAR 52.236-15 Schedules for Construction Contracts, FAR 52.249-10 Default (Fixed-Price Construction), and other contract provisions.
3.9.3 Recovery Schedule
Should the Contracting Officer find it necessary, submit a recovery schedule pursuant to FAR 52.236-15 Schedules for Construction Contracts.
3.10 OWNERSHIP OF FLOAT
Except for the provision given in the paragraph IMPACT TO EARLY COMPLETION SCHEDULE, float available in the schedule, at any time, may not be considered for the exclusive use of either the Government or the Contractor including activity and/or project float. Activity float is the number of work days that an activity can be delayed without causing a delay to the "End Project" finish milestone. Project float (if applicable) is the number of work days between the projected early finish and the contract completion date milestone.
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SECTION 01 32 16.00 20
SMALL PROJECT CONSTRUCTION PROGRESS SCHEDULES
08/18
1.1 SUBMITTALS
designation are [for Contractor Quality Control approval for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government.
Submittals with an "S" are for inclusion in the Sustainability e-Notebook, in conformance with Section 01
Baseline Construction Schedule
Baseline Design Schedule
SD-07 Certificates
Monthly Updates
1.2 PRE-CONSTRUCTION SCHEDULE REQUIREMENT
Prior to the start of work, prepare and submit to the Contracting Officer a Baseline Construction Schedule in the form of a Bar Chart Schedule in accordance with the terms in Contract Clause FAR 52.236-15 Schedules for Construction Contracts, except as modified in this contract. The approval of a Baseline Construction Schedule is a condition precedent to:
a. The Contractor starting demolition work or construction stage(s) of the contract.
b. Processing Contractor's invoice(s) for construction activities/items of work.
c. Review of any schedule updates.
Submittal of the Baseline Construction Schedule, and subsequent schedule updates, is understood to be the Contractor's certification that the submitted schedule meets the requirements of the Contract Documents, represents the Contractor's plan on how the work will be accomplished, and accurately reflects the work that has been accomplished and how it was sequenced (as-built logic).
1.3 SCHEDULE FORMAT
1.3.1 Bar Chart Schedule
The Bar Chart must, as a minimum, show work activities, submittals, Government review periods, material/equipment delivery, utility outages, on-site construction, inspection, testing, and closeout activities. The Bar Chart must be time scaled and generated using an electronic spreadsheet program.
1.3.2 Schedule Submittals and Procedures
Submit Schedules and updates in hard copy and on electronic media that is acceptable to the Contracting Officer. Submit an electronic back-up of the project schedule in an import format compatible with the Government's scheduling program.
1.4 SCHEDULE MONTHLY UPDATES
Update the Construction Schedule at monthly intervals or when the schedule has been revised. Keep the updated schedule current, reflecting actual activity progress and plan for completing the remaining work.
Submit copies of purchase orders and confirmation of delivery dates as directed by the Contracting Officer.
a. Narrative Report: Identify and justify the following:
(1) Progress made in each area of the project;
(2) Longest Path: Include printed copy on 11 by 17 inch paper, landscape setting;
(3) Date/time constraint(s), other than those required by the contract;
(4) Listing of changes made between the previous schedule and current updated schedule including:
added or removed activities, original and remaining durations for activities that have not started, logic (sequence, constraint, lag/lead), milestones, planned sequence of operations, longest path, calendars or calendar assignments, and cost loading.
(5) Any decrease in previously reported activity Earned Amount;
(6) Pending items and status thereof, including permits, changes orders, and time extensions;
(7) Status of Contract Completion Date and interim milestones;
(8) Current and anticipated delays (describe cause of delay and corrective actions(s) and mitigation measures to minimize);
(9) Description of current and future schedule problem areas.
For each entry in the narrative report, cite the respective Activity ID and Activity Name, the date and reason for the change, and description of the change.
1.5 3-WEEK LOOK AHEAD SCHEDULE
Prepare and issue a 3-Week Look Ahead schedule to provide a more detailed day-to-day plan of upcoming work identified on the Construction Schedule. Key the work plans to activity numbers when a NAS is required and update each week to show the planned work for the current and following two-week period. Additionally, include upcoming outages, closures, preparatory meetings, and initial meetings.
Identify critical path activities on the Three-Week Look Ahead Schedule. The detail work plans are to be bar chart type schedules, maintained separately from the Construction Schedule on an electronic spreadsheet program and printed on 8-1/2 by 11 inch sheets as directed by the Contracting Officer.
Activities must not exceed 5 working days in duration and have sufficient level of detail to assign crews, tools and equipment required to complete the work. Deliver three hard copies and one electronic file of the 3-Week Look Ahead Schedule to the Contracting Officer no later than 8 a.m. each Monday, and review during the weekly CQC Coordination or Production Meeting.
1.6 CORRESPONDENCE AND TEST REPORTS:
Correspondence (e.g., letters, Requests for Information (RFIs), e-mails, meeting minute items, Production and QC Daily Reports, material delivery tickets, photographs) must reference Schedule Activities that are being addressed. Test reports (e.g., concrete, soil compaction, weld, pressure) must reference Schedule Activities that are being addressed.
1.7 ADDITIONAL SCHEDULING REQUIREMENTS
Any references to additional scheduling requirements, including systems to be inspected, tested and commissioned, that are located throughout the remainder of the Contract Documents, are subject to all requirements of this section.
SECTION 01 33 00
SUBMITTAL PROCEDURES
08/18
1.1 SUMMARY
1.1.1 Submittal Information
The Contracting Officer may request submittals in addition to those specified when deemed necessary to adequately describe the work covered in the respective sections. Each submittal is to be complete and in sufficient detail to allow ready determination of compliance with contract requirements.
Units of weights and measures used on all submittals are to be the same as those used in the contract drawings.
1.1.2 Project Type
The Contractor's Quality Control (CQC) System Manager are to check and approve all items…
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