S02 - Specifications.pdf
PDF 1 MB Posted
- Solicitation number
- 36C25924R0135
About this file
This is a specifications document containing detailed technical requirements for an asphalt maintenance and repair project at the Cheyenne VA Medical Center in Wyoming. The specifications cover requirements for demolition, earthwork, asphalt paving, and pavement markings.
The specifications detail quality control, safety, environmental controls, and construction waste management requirements. Key technical specifications include: minimum 4-inch thick asphalt (2-inch base layer, 2-inch wear layer), 6-inch minimum compacted grade depth, glass bead reflective striping, and requirements for base course preparation and compaction. The work involves approximately 70,000 SF of asphalt paving, 105 parking stalls, 2 crosswalks, 4 cross-hatched stalls, 10 handicap stalls, and 12 traffic arrows. The contractor must protect existing curbs/gutters/sidewalks, provide traffic control, conduct materials testing, and coordinate closely with VA staff to maintain facility operations. All work must be completed Monday-Friday between 8:00 AM - 4:30 PM MST within 60 calendar days of Notice to Proceed.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| S06 - 442-23-001_Signage_Utility Plan Demo.pdf | ||
| 36C25924R0135 0005.docx | DOCX document | |
| S06 - Sign Post Detail.pdf | ||
| S06 - 442-23-001_Site Plan Reno_revised.pdf | ||
| S05 - RFI Site Visit - Questions - Responses - 2nd Set - FE.docx | DOCX document | |
| S05 - RFI Site Visit - Questions - Responses - 1st Set - FE.docx | DOCX document | |
| 36C25924R0135 0004.docx | DOCX document | |
| 36C25924R0135 0003.docx | DOCX document | |
| 36C25924R0135 0002.docx | DOCX document | |
| S06 - Site Visit Attendance - FE.pdf | ||
| S06 - Site Visit Meeting Doc.docx | DOCX document | |
| 36C25924R0135 0001.docx | DOCX document | |
| 36C25924R0135_1.docx | DOCX document | |
| S22 - LOS - Attachment - 852.219-75 Blank -.docx | DOCX document | |
| PPQ Blank - Past Performance Questionnaire -.docx | DOCX document | |
| S02 - Site Plan Reno.pdf | ||
| S02 - Site Visit Bldg 11 Directions.pdf | ||
| S02 - Site Plan Demo.pdf |
Show all 18
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
Cheyenne VAMC January 10, 2024
Asphalt Maintenance and Repair
Cheyenne, WY 82001 Project No. 442-23-001
01 00 00 -1
SECTION 01 00 00
GENERAL REQUIREMENTS
GENERAL
1.1 SAFETY REQUIREMENTS
A. Refer to section 01 35 26, SAFETY REQUIREMENTS for safety and infection control requirements.
1.2 GENERAL INTENTION
A. Contractor shall completely prepare site, and furnish labor and materials and perform work for Removal and Replacement of asphalt pavement, and striping in locations as shown on the plans as required by drawings and specifications.
B. Visits to the site by Bidders may be made only by appointment with the CO.
C. Before placement and installation of work subject to tests by testing laboratory retained by Department of Veterans Affairs, the Contractor shall notify the COR in sufficient time to enable testing laboratory personnel to be present at the site in time for proper taking and testing of specimens and field inspection.
Such prior notice shall be not less than three workdays unless otherwise designated by the COR.
D. All employees of general contractor and subcontractors shall comply with VA security management program and obtain permission of the VA police, be identified by project and employer, and restricted from unauthorized access.
1.3 STATEMENT OF BID ITEM(S)
A. ITEM I, Work includes general construction, removal and replacement of existing asphalt pavement and striping.
Cheyenne, WY 82001 Project No. 442-23-001
01 00 00 -2
1.4 SPECIFICATIONS AND DRAWINGS FOR CONTRACTOR
A. Drawings and contract documents may be obtained from the website where the solicitation is posted. Additional copies will be at
Contractor's expense.
1.5 CONSTRUCTION SECURITY REQUIREMENTS
A. Security Plan:
1. The security plan defines both physical and administrative security procedures that will remain effective for the entire duration of the project.
2. The General Contractor is responsible for assuring that all sub-contractors working on the project and their employees also comply with these regulations.
B. Security Procedures:
1. General Contractor’s employees shall not enter the project site without appropriate badge. They may also be subject to inspection of their personal effects when entering or leaving the project site.
2. Before starting work the General Contractor shall give one week’s notice to the Contracting Officer so that security arrangements can be provided for the employees. This notice is separate from any notices required for utility shutdown described later in this section.
3. No photography of VA premises is allowed without written permission of the Contracting Officer. Patients and staff are not to be photographed at any time.
4. VA reserves the right to close down or shut down the project site and order General Contractor’s employees off the premises in the event of a national emergency. The General Contractor may return to the site only with the written approval of the
Contracting Officer.
C. Document Control:
1. Before starting any work, the General Contractor/Sub
Contractors shall submit an electronic security memorandum
Cheyenne, WY 82001 Project No. 442-23-001
01 00 00 -3 describing the approach to following goals and maintaining confidentiality of “sensitive information”.
2. The General Contractor is responsible for safekeeping of all drawings, project manual and other project information. This information shall be shared only with those with a specific need to accomplish the project.
3. Certain documents, sketches, videos or photographs and drawings may be marked “Law Enforcement Sensitive” or
“Sensitive Unclassified”. Secure such information in separate containers and limit the access to only those who will need it for the project. Return the information to the Contracting
Officer upon request.
4. These security documents shall not be removed or transmitted from the project site without the written approval of
Contracting Officer.
5. All paper waste or electronic media such as CD’s and diskettes shall be shredded and destroyed in a manner acceptable to the
VA.
6. Notify Contracting Officer and Site Security Officer immediately when there is a loss or compromise of “sensitive information”.
7. All electronic information shall be stored in specified location following VA standards and procedures using an
Engineering Document Management Software (EDMS).
Security, access and maintenance of all project drawings, both scanned and electronic shall be performed and tracked through the EDMS system.
“Sensitive information” including drawings and other documents may be attached to e-mail provided all VA encryption procedures are followed.
D. Motor Vehicle Restrictions
1. Vehicle authorization request shall be required for any vehicle entering the site and such request shall be submitted
24 hours before the date and time of access. Access shall be
Cheyenne, WY 82001 Project No. 442-23-001
01 00 00 -4 restricted to picking up and dropping off materials and supplies.
2. Parking permits shall be issued for General Contractor and its employees for parking in designated areas only. Contractor to coordinate with VA Medical Center Facility Manager.
1.6 OPERATIONS AND STORAGE AREAS (FAR 52.236-10)
A. The Contractor shall confine all operations (including storage of materials) on Government premises to areas authorized or approved by the Contracting Officer. The Contractor shall hold and save the Government, its officers and agents, free and harmless from liability of any nature occasioned by the Contractor's performance.
B. Temporary buildings (e.g., storage sheds, shops, offices) and utilities may be erected by the Contractor only with the approval of the Contracting Officer and shall be built with labor and materials furnished by the Contractor without expense to the
Government. The temporary buildings and utilities shall remain the property of the Contractor and shall be removed by the
Contractor at its expense upon completion of the work. With the written consent of the Contracting Officer, the buildings and utilities may be abandoned and need not be removed.
C. The Contractor shall, under regulations prescribed by the
Contracting Officer, use only established roadways, or use temporary roadways constructed by the Contractor when and as authorized by the Contracting Officer. When materials are transported in prosecuting the work, vehicles shall not be loaded beyond the loading capacity recommended by the manufacturer of the vehicle or prescribed by any Federal, State, or local law or regulation. When it is necessary to cross curbs or sidewalks, the
Contractor shall protect them from damage. The Contractor shall repair or pay for the repair of any damaged curbs, sidewalks, or roads.
Cheyenne, WY 82001 Project No. 442-23-001
01 00 00 -5
D. Working space and space available for storing materials shall be as determined by the COR.
E. Workers are subject to rules of Cheyenne Veterans Medical Center applicable to their conduct.
F. Execute work in such a manner as to interfere as little as possible with work being done by others. Keep roads clear of construction materials, debris, standing construction equipment and vehicles at all times.
G. Execute work so as to interfere as little as possible with normal functioning of Medical Center as a whole, including operations of utility services, fire protection systems and any existing equipment, and with work being done by others. Use of equipment and tools that transmit vibrations and noises through the building structure, are not permitted in buildings that are occupied, during construction, jointly by patients or medical personnel, and Contractor's personnel, except as permitted by the
COR where required by limited working space.
1. Do not store materials and equipment in other than assigned areas.
2. Schedule delivery of materials and equipment to immediate construction working areas in use by Department of Veterans
Affairs in quantities sufficient for not more than two work days. Provide unobstructed access to Medical Center areas required to remain in operation.
3. To ensure such executions, Contractor shall furnish the COR with a schedule of approximate phasing dates on which the
Contractor intends to accomplish work in each specific area of site, building or portion thereof. In addition, Contractor shall notify the COR two weeks in advance of the proposed date of starting work in each specific area of site, building or portion thereof. Arrange such phasing dates to ensure accomplishment of this work in successive phases mutually agreeable to the COR and Contractor.
Cheyenne, WY 82001 Project No. 442-23-001
01 00 00 -6
H. Existing parking areas, and walkways as shown on the plans will be temporarily vacated by Government while the work is performed in accordance with above phasing beginning immediately after date of receipt of Notice to Proceed.
1. Contractor shall take all measures and provide all material necessary for protecting existing equipment and property in affected areas of construction against dust and debris, so that equipment and affected areas to be used in the Medical
Centers operations will not be hindered. Contractor shall permit access to Department of Veterans Affairs personnel and patients through other construction areas which serve as routes of access to such affected areas and equipment. These routes whether access or egress shall be isolated from the construction area by temporary partitions and have walking surfaces, lighting etc. to facilitate patient and staff access. Coordinate alteration work in areas occupied by
Department of Veterans Affairs so that Medical Center operations will continue during the construction period.
I. To minimize interference of construction activities with flow of
Medical Center traffic, comply with the following:
1. Keep roads, walks and entrances to grounds, to parking and to occupied areas of buildings clear of construction materials, debris and standing construction equipment and vehicles.
2. Method and scheduling of required cutting, altering and removal of existing roads, walks and entrances must be approved by the COR.
J. Coordinate the work for this contract with other construction operations as directed by COR. This includes the scheduling of traffic and the use of roadways, as specified in Article, USE OF
ROADWAYS.
1.7 ALTERATIONS
A. Survey: Before any work is started, the Contractor shall make a thorough survey with the COR and a representative of VA Safety
Cheyenne, WY 82001 Project No. 442-23-001
01 00 00 -7
Officer, and Police, of which are anticipated routes of access, and furnish a report, signed by all three, to the Contracting
Officer. This report shall list by work areas:
1. Shall note any discrepancies between drawings and existing conditions at site.
2. Shall designate areas for working space, materials storage and routes of access to areas within site where alterations occur and which have been agreed upon by Contractor and COR.
B. Re-Survey: Thirty days before expected partial or final inspection date, the Contractor and COR together shall make a thorough re-survey of the areas of site involved. They shall furnish a report on current site conditions, as compared with conditions of same as noted in first condition survey report:
1. Re-survey report shall also list any damage caused by
Contractor to such flooring and other surfaces, despite protection measures; and will form basis for determining extent of repair work required of Contractor to restore damage caused by Contractor's workers in executing work of this contract.
C. Protection: Provide the following protective measures:
1. Temporary protection against damage for portions of existing structures and grounds where work is to be done, materials handled and equipment moved and/or relocated.
2. Protection of interior of existing structures at all times, from damage, dust and weather inclemency. Wherever work is performed, floor surfaces that are to remain in place shall be adequately protected prior to starting work, and this protection shall be maintained intact until all work in the area is completed.
1.8 DISPOSAL AND RETENTION
A. Materials and equipment accruing from work removed and from demolition of buildings or structures, or parts thereof, shall be disposed of as follows:
Cheyenne, WY 82001 Project No. 442-23-001
01 00 00 -8
1. Reserved items which are to remain property of the Government are noted on drawings or in specifications as items to be stored. Items that remain property of the Government shall be removed or dislodged from present locations in such a manner as to prevent damage which would be detrimental to re-installation and reuse. Store such items where directed by
COR.
2. Items not reserved shall become property of the Contractor and be removed by Contractor from Medical Center.
1.9 PROTECTION OF EXISTING VEGETATION, STRUCTURES, EQUIPMENT,
UTILITIES, AND IMPROVEMENTS (FAR 52.236-9)
A. The Contractor shall preserve and protect all structures, equipment, and vegetation (such as trees, shrubs, and grass) on or adjacent to the work site, which are not to be removed and which do not unreasonably interfere with the work required under this contract. The Contractor shall only remove trees when specifically authorized to do so and shall avoid damaging vegetation that will remain in place. If any limbs or branches of trees are broken during contract performance, or by the careless operation of equipment, or by workers, the Contractor shall trim those limbs or branches with a clean cut and paint the cut with a tree-pruning compound as directed by the Contracting Officer.
B. The Contractor shall protect from damage all existing improvements and utilities at or near the work site and on adjacent property of a third party, the locations of which are made known to or should be known by the Contractor. The
Contractor shall repair any damage to those facilities, including those that are the property of a third party, resulting from failure to comply with the requirements of this contract or failure to exercise reasonable care in performing the work. If the Contractor fails or refuses to repair the damage promptly, the Contracting Officer may have the necessary work performed and charge the cost to the Contractor.
Cheyenne, WY 82001 Project No. 442-23-001
01 00 00 -9
C. Refer to Section 01 57 19, TEMPORARY ENVIRONMENTAL CONTROLS, for additional requirements on protecting vegetation, soils and the environment. Refer to Articles, "Alterations", "Restoration", and
"Operations and Storage Areas" for additional instructions concerning repair of damage to structures and site improvements.
D. Refer to FAR clause 52.236-7, "Permits and Responsibilities," which is included in General Conditions. A National Pollutant
Discharge Elimination System (NPDES) permit is required for this project. The Contractor is considered an "operator" under the permit and has extensive responsibility for compliance with permit requirements. VA will make the permit application available at the (appropriate medical center) office. The apparent low bidder, contractor and affected subcontractors shall furnish all information and certifications that are required to comply with the permit process and permit requirements. Many of the permit requirements will be satisfied by completing construction as shown and specified. Some requirements involve the Contractor's method of operations and operations planning and the Contractor is responsible for employing best management practices. The affected activities often include, but are not limited to the following:
1. Designating areas for equipment maintenance and repair;
2. Providing waste receptacles at convenient locations and provide regular collection of wastes;
3. Locating equipment wash down areas on site, and provide appropriate control of wash-waters;
4. Providing protected storage areas for chemicals, paints, solvents, fertilizers, and other potentially toxic materials;
and
5. Providing adequately maintained sanitary facilities.
1.10 RESTORATION
A. Remove, cut, alter, replace, patch and repair existing work as necessary to install new work. Except as otherwise shown or specified, do not cut, alter or remove any structural work, and
Cheyenne, WY 82001 Project No. 442-23-001
01 00 00 -10 do not disturb any ducts, plumbing, steam, gas, or electric work without approval of the COR. Existing work to be altered or extended and that is found to be defective in any way, shall be reported to the COR before it is disturbed. Materials and workmanship used in restoring work, shall conform in type and quality to that of original existing construction, except as otherwise shown or specified.
B. Upon completion of contract, deliver work complete and undamaged.
Existing work (walls, ceilings, partitions, floors, mechanical and electrical work, lawns, paving, roads, walks, etc.) disturbed or removed as a result of performing required new work, shall be patched, repaired, reinstalled, or replaced with new work, and refinished and left in as good condition as existed before commencing work.
C. At Contractor's own expense, Contractor shall immediately restore to service and repair any damage caused by Contractor's workers to existing piping and conduits, wires, cables, etc., of utility services or of fire protection systems and communications systems
(including telephone) which are not scheduled for discontinuance or abandonment.
D. Expense of repairs to such utilities and systems not shown on drawings or locations of which are unknown will be covered by adjustment to contract time and price in accordance with clause entitled "CHANGES" (FAR 52.243-4) and "DIFFERING SITE CONDITIONS"
(FAR 52.236-2).
1.11 PHYSICAL DATA – SOIL CONDITIONS
A. Data and information furnished or referred to is for the
Contractor's information. The Government shall not be responsible for any interpretation of or conclusion drawn from the data or information by the Contractor.
B. Government does not guarantee that other materials will not be encountered, nor that proportions, conditions or character of several materials will not vary from those indicated by explorations. Bidders are expected to examine site of work and
Cheyenne, WY 82001 Project No. 442-23-001
01 00 00 -11 logs of borings; and, after investigation, decide for themselves character of materials and make their bids accordingly. Upon proper application to Department of Veterans Affairs, bidders will be permitted to make subsurface explorations of their own at site.
1.12 LAYOUT OF WORK
A. The Contractor shall lay out the work from Government established base lines and benchmarks, indicated on the drawings, and shall be responsible for all measurements in connection with the layout. The Contractor shall furnish, at Contractor's own expense, all stakes, templates, platforms, equipment, tools, materials, and labor required to lay out any part of the work.
The Contractor shall be responsible for executing the work to the lines and grades that may be established or indicated by the
Contracting Officer. The Contractor shall also be responsible for maintaining and preserving all stakes and other marks established by the Contracting Officer until authorized to remove them. If such marks are destroyed by the Contractor or through
Contractor's negligence before their removal is authorized, the
Contracting Officer may replace them and deduct the expense of the replacement from any amounts due or to become due to the
Contractor.
(FAR 52.236-17)
B. Establish and plainly mark existing infrastructure locations and such other lines and grades that are reasonably necessary to properly assure that location, orientation, and elevations established for proposed concrete curb and gutter and walkways// are in accordance with lines and elevations shown on contract drawings matching existing conditions.
1. Lines and elevations of curb and gutter and walkways.
C. Whenever changes from contract drawings are made in line or grading requiring certificates, record such changes on a reproducible drawing bearing the registered land surveyor or
Cheyenne, WY 82001 Project No. 442-23-001
01 00 00 -12 registered civil engineer seal, and forward these drawings upon completion of work to COR.
D. Upon completion of the work, the Contractor shall furnish the COR one electronic copy and reproducible drawings at the scale of the contract drawings, showing the finished grade on the grid developed for constructing the work. These drawings shall bear the seal of the registered land surveyor or registered civil engineer.
E. The Contractor shall perform the surveying and layout work of this and other articles and specifications in accordance with the provisions of Article "Professional Surveying Services".
1.13 AS-BUILT DRAWINGS
A. The contractor shall maintain two full size sets of as-built drawings which will be kept current during construction of the project, to include all contract changes, modifications and clarifications.
B. All variations shall be shown in the same general detail as used in the contract drawings. To ensure compliance, as-built drawings shall be made available for the COR review, as often as requested.
C. Contractor shall deliver two approved completed sets of as-built drawings in the electronic version (scanned PDF) to the COR within 15 calendar days after each completed phase and after the acceptance of the project by the COR.
D. Paragraphs A, B, & C shall also apply to all shop drawings.
1.14 WARRANTY MANAGEMENT
A. Warranty Management Plan: Develop a warranty management plan which contains information relevant to FAR 52.246-21 Warranty of
Construction in at least 30 days before the planned pre-warranty conference, submit one set of the warranty management plan.
Include within the warranty management plan all required actions and documents to assure that the Government receives all warranties to which it is entitled. The plan must be in narrative form and contain sufficient detail to render it suitable for use
Cheyenne, WY 82001 Project No. 442-23-001
01 00 00 -13 by future maintenance and repair personnel, whether tradesman, or of engineering background, not necessarily familiar with this contract. The term “status” as indicated below must include due date and whether item has been submitted or was approved.
Warranty information made available during the construction phase must be submitted to the Contracting Officer for approval prior to each monthly invoice for payment. Assemble approved information in a binder and turn over to the Government upon acceptance of the work. The construction warranty period will begin on the date of the project acceptance and continue for the product warranty period. A joint 4 month and 9 month warranty inspection will be conducted, measured from time of acceptance, by the Contactor and the Contracting Officer. Include in the warranty management plan, but not limited to, the following:
1. Roles and responsibilities of all personnel associated with the warranty process, including points of contact and telephone numbers within the company of the Contractor, subcontractors, manufacturers or suppliers involved.
2. Furnish with each warranty the name, address and telephone number of each of the guarantor’s representatives nearest project location.
3. Listing and status of delivery of all Certificates of Warranty for extended warranty items, to include roofs, HVAC balancing, pumps, motors, transformers and for all commissioned systems such as fire protection and alarm systems, sprinkler systems and lightning protection systems, etc.
4. The plans for attendance at the 4 and 9-month post construction warranty inspections conducted by the government.
B. Performance & Payment Bonds: The Performance & Payment Bonds must remain effective throughout the construction period
1. In the event the Contractor fails to commence and diligently pursue any construction warranty work required, the
Contracting Officer will have the work performed by others, and after completion of the work, will charge the remaining
Cheyenne, WY 82001 Project No. 442-23-001
01 00 00 -14 construction warranty funds of expenses incurred by the
Government while performing the work, including, but not limited to administrative expenses.
2. In the event sufficient funds are not available to cover the construction warranty work performed by the Government at the contractor’s expenses, the Contracting Officer will have the right to recoup expenses from the bonding company.
3. Following oral or written notification of required construction warranty repair work, the Contractor shall respond in a timely manner. Written verification will follow oral instructions. Failure to respond will be cause for the
Contracting Officer to proceed against the Contractor.
C. Pre-Warranty Conference: Prior to contract completion, and at a time designated by the Contracting Officer, the Contractor shall meet with the Contracting Officer to develop a mutual understanding with respect to the requirements of this section.
Communication procedures for Contractor notification of construction warranty defects, priorities with respect to the type of defect, reasonable time required for Contractor response, and other details deemed necessary by the Contracting Officer for the execution of the construction warranty will be established/ reviewed at this meeting. In connection with these requirements and at the time of the Contractor’s quality control completion inspection, furnish the name, telephone number and address of a licensed and bonded company which is authorized to initiate and pursue construction warranty work action on behalf of the
Contractor. This point of contract will be located within the local service area of the warranted construction, be continuously available and be responsive to Government inquiry on warranty work action and status. This requirement does not relieve the
Contractor of any of its responsibilities in conjunction with other portions of this provision.
D. Contractor’s Response to Construction Warranty Service
Requirements:
Cheyenne, WY 82001 Project No. 442-23-001
01 00 00 -15
E. Following oral or written notification by the Contracting
Officer, the Contractor shall respond to construction warranty service requirements in accordance with the “Construction
Warranty Service Priority List” and the three categories of priorities listed below. Submit a report on any warranty item that has been repaired during the warranty period. Include within the report the cause of the problem, date reported, corrective action taken, and when the repair was completed. If the
Contractor does not perform the construction warranty within the timeframe specified, the Government will perform the work and back charge the construction warranty payment item established.
1.15 USE OF ROADWAYS
A. For hauling, use only established public roads and roads on
Medical Center property and, when authorized by the COR, such temporary roads which are necessary in the performance of contract work. Temporary roads shall be constructed, and restoration performed by the Contractor at Contractor's expense.
When necessary to cross curbing, sidewalks, or similar construction, they must be protected by well-constructed bridges.
B. When new permanent roads are to be a part of this contract, Contractor may construct them immediately for use to facilitate building operations. These roads may be used by all who have business thereon within zone of building operations.
1.16 AVAILABILITY AND USE OF UTILITY SERVICES
A. The Government shall make all reasonably required amounts of utilities available to the Contractor from existing outlets and supplies, as specified in the contract. The amount to be paid by the Contractor for chargeable electrical services shall be the prevailing rates charged to the Government. The Contractor shall carefully conserve any utilities furnished without charge.
B. The Contractor, at Contractor's expense and in a workmanlike manner, in compliance with code and as satisfactory to the
Contracting Officer, shall install and maintain all necessary temporary connections and distribution lines, and all meters
Cheyenne, WY 82001 Project No. 442-23-001
01 00 00 -16 required to measure the amount of electricity used for the purpose of determining charges. Before final acceptance of the work by the Government, the Contractor shall remove all the temporary connections, distribution lines, meters, and associated paraphernalia and repair restore the infrastructure as required.
C. Water (for Construction and Testing): Furnish temporary water service.
1. Obtain water by connecting to the Medical Center water distribution system. Provide reduced pressure backflow preventer at each connection as per code. Water is available at no cost to the Contractor.
2. Maintain connections, pipe, fittings and fixtures and conserve water-use so none is wasted. Failure to stop leakage or other wastes will be cause for revocation (at COR discretion) of use of water from Medical Center's system.
1.17 HISTORIC PRESERVATION
A. Where the Contractor or any of the Contractor's employees, prior to, or during the construction work, are advised of or discover any possible archeological, historical and/or cultural resources, the Contractor shall immediately notify the COR verbally, and then with a written follow up.
- - - E N D - - -
Cheyenne, WY 82001 Project No. 442-23-001
01 32 16.15 - 1
SECTION 01 32 16.15
PROJECT SCHEDULES
PART 1- GENERAL
1.1 DESCRIPTION:
A. The Contractor shall develop a Critical Path Method (CPM) plan and schedule demonstrating fulfillment of the contract requirements (Project Schedule) and shall keep the Project
Schedule up to date in accordance with the requirements of this section and shall utilize the plan for scheduling, coordinating, and monitoring work under this contract (including all activities of subcontractors, equipment vendors and suppliers). Conventional
Critical Path Method (CPM) technique shall be utilized to satisfy both time and cost applications.
1.2 CONTRACTOR'S REPRESENTATIVE:
A. The Contractor shall designate an authorized representative responsible for the Project Schedule including preparation, review, and progress reporting with and to the Contracting
Officer's Representative (COR).
B. The Contractor's representative shall have direct project control and complete authority to act on behalf of the Contractor in fulfilling the requirements of this specification section.
C. The Contractor’s representative shall have the option of developing the project schedule within their organization or to engage the services of an outside consultant. If an outside scheduling consultant is utilized, Section 1.3 of this specification will apply.
1.3 CONTRACTOR'S CONSULTANT:
A. The Contractor shall submit a qualification proposal to the COR, within 10 days of bid acceptance. The qualification proposal shall include:
1. The name and address of the proposed consultant.
2. Information to show that the proposed consultant has the qualifications to meet the requirements specified in the preceding paragraph.
01 32 16.15 - 2
3. A representative sample of prior construction projects, which the proposed consultant has performed complete project scheduling services. These representative samples shall be of similar size and scope.
B. The Contracting Officer has the right to approve or disapprove the proposed consultant and will notify the Contractor of the VA decision within seven calendar days from receipt of the qualification proposal. In case of disapproval, the Contractor shall resubmit another consultant within 10 calendar days for renewed consideration. The Contractor shall have their scheduling consultant approved prior to submitting any schedule for approval.
1.4 COMPUTER PRODUCED SCHEDULES
A. The contractor shall provide monthly, to the Department of
Veterans Affairs (VA), all computer-produced time/cost schedules and reports generated from monthly project updates. This monthly computer service will include: three copies of up to five different reports (inclusive of all pages) available within the user defined reports of the scheduling software approved by the
Contracting Officer; a hard copy listing of all project schedule changes, and associated data, made at the update and an electronic file of this data; and the resulting monthly updated schedule in PDM format. These must be submitted with and substantively support the contractor’s monthly payment request and the signed look ahead report. The COTR shall identify the five different report formats that the contractor shall provide.
B. The contractor shall be responsible for the correctness and timeliness of the computer-produced reports. The Contractor shall also be responsible for the accurate and timely submittal of the updated project schedule and all CPM data necessary to produce the computer reports and payment request that is specified.
C. The VA will report errors in computer-produced reports to the
Contractor’s representative within ten calendar days from receipt of reports.
01 32 16.15 - 3
1.5 THE COMPLETE PROJECT SCHEDULE SUBMITTAL
A. Within 15 calendar days after receipt of Notice to Proceed, the
Contractor shall submit for the Contracting Officer's review;
three blue line copies of the interim schedule on sheets of paper
30 x 42 inches and an electronic file in the previously approved
CPM schedule program. The submittal shall also include three copies of a computer-produced activity/event ID schedule showing project duration; phase completion dates; and other data, including event cost. Each activity/event on the computer-produced schedule shall contain as a minimum, but not limited to, activity/event ID, activity/event description, duration, budget amount, early start date, early finish date, late start date, late finish date and total float. Work activity/event relationships shall be restricted to finish-to-start or start-to-start without lead or lag constraints. Activity/event date constraints, not required by the contract, will not be accepted unless submitted to and approved by the Contracting Officer. The contractor shall make a separate written detailed request to the
Contracting Officer identifying these date constraints and secure the Contracting Officer’s written approval before incorporating them into the network diagram. The Contracting Officer’s separate approval of the Project Schedule shall not excuse the contractor of this requirement. Logic events (non-work) will be permitted where necessary to reflect proper logic among work events but must have zero duration. The complete working schedule shall reflect the Contractor's approach to scheduling the complete project. The final Project Schedule in its original form shall contain no contract changes or delays which may have been incurred during the final network diagram development period and shall reflect the entire contract duration as defined in the bid documents. These changes/delays shall be entered at the first update after the final Project Schedule has been approved. The
Contractor should provide their requests for time and supporting time extension analysis for contract time as a result of contract
01 32 16.15 - 4 changes/delays, after this update, and in accordance with
Article, ADJUSTMENT OF CONTRACT COMPLETION.
B. Within 21 calendar days after receipt of the complete project interim Project Schedule and the complete final Project Schedule, the Contracting Officer or his representative, will do one or both of the following:
1. Notify the Contractor concerning his actions, opinions, and objections.
2. A meeting with the Contractor at or near the job site for joint review, correction or adjustment of the proposed plan will be scheduled if required. Within 14 calendar days after the joint review, the Contractor shall revise and shall submit three blue line copies of the revised Project Schedule, three copies of the revised computer-produced activity/event ID schedule and a revised electronic file as specified by the
Contracting Officer. The revised submission will be reviewed by the Contracting Officer and, if found to be as previously agreed upon, will be approved.
C. The approved baseline schedule and the computer-produced schedule(s) generated there from shall constitute the approved baseline schedule until subsequently revised in accordance with the requirements of this section.
1.6 WORK ACTIVITY/EVENT COST DATA
A. The Contractor shall cost load all work activities/events except procurement activities. The cumulative amount of all cost loaded work activities/events (including alternates) shall equal the total contract price. Prorate overhead, profit and general conditions on all work activities/events for the entire project length. The contractor shall generate from this information cash flow curves indicating graphically the total percentage of work activity/event dollar value scheduled to be in place on early finish, late finish. These cash flow curves will be used by the
Contracting Officer to assist him in determining approval or disapproval of the cost loading. Negative work activity/event
01 32 16.15 - 5 cost data will not be acceptable, except on VA issued contract changes.
B. The Contractor shall cost load work activities/events for guarantee period services, test, balance and adjust various systems in accordance with the provisions in Article, FAR 52.232
– 5 Article 71 Including NAS-CPM for (PAYMENTS UNDER FIXED PRICE
CONSTRUCTION).
C. In accordance with FAR 52.236 – 1 (PERFORMANCE OF WORK BY THE
CONTRACTOR) and VAAR 852.236 – 72 (PERFORMANCE OF WORK BY THE
CONTRACTOR), the Contractor shall submit, simultaneously with the cost per work activity/event of the construction schedule required by this Section, a responsibility code for all activities/events of the project for which the Contractor's forces will perform the work.
D. The Contractor shall cost load work activities/events for all BID
ITEMS including ASBESTOS ABATEMENT. The sum of each BID ITEM work shall equal the value of the bid item in the Contractors' bid.
1.7 PROJECT SCHEDULE REQUIREMENTS
A. Show on the project schedule the sequence of work activities/events required for complete performance of all items of work. The Contractor Shall:
1. Show activities/events as:
a. Contractor's time required for submittal of shop drawings, templates, fabrication, delivery, and similar pre-construction work.
b. Contracting Officer's and Architect-Engineer's review and approval of shop drawings, equipment schedules, samples, template, or similar items.
c. Interruption of VA Facilities utilities, delivery of
Government furnished equipment, and rough-in drawings, project phasing and any other specification requirements.
d. Test, balance and adjust various systems and pieces of equipment, maintenance and operation manuals, instructions, and preventive maintenance tasks.
01 32 16.15 - 6
e. VA inspection and acceptance activity/event with a minimum duration of five workdays at the end of each phase and immediately preceding any VA move activity/event required by the contract phasing for that phase.
2. Show not only the activities/events for actual construction work for each trade category of the project, but also trade relationships to indicate the movement of trades from one area, floor, or building, to another area, floor, or building, for at least five trades who are performing major work under this contract.
3. Break up the work into activities/events of a duration no longer than 20 workdays each or one reporting period, except as to non-construction activities/events (i.e., procurement of materials, delivery of equipment, concrete and asphalt curing) and any other activities/events for which the COTR may approve the showing of a longer duration. The duration for VA approval of any required submittal, shop drawing, or other submittals will not be less than 20 workdays.
4. Describe work activities/events clearly, so the work is readily identifiable for assessment of completion.
Activities/events labeled "start," "continue," or
"completion," are not specific and will not be allowed. Lead and lag time activities will not be acceptable.
5. The schedule shall be generally numbered in such a way to reflect either discipline, phase, or location of the work.
B. The Contractor shall submit the following supporting data in addition to the project schedule:
1. The appropriate project calendar including working days and holidays.
2. The planned number of shifts per day.
3. The number of hours per shift.
Failure of the Contractor to include this data shall delay the review of the submittal until the Contracting Officer is in receipt of the missing data.
01 32 16.15 - 7
C. To the extent that the Project Schedule or any revised Project
Schedule shows anything not jointly agreed upon, it shall not be deemed to have been approved by the COTR. Failure to include any element of work required for the performance of this contract shall not excuse the Contractor from completing all work required within any applicable completion date of each phase regardless of the COTR’s approval of the Project Schedule.
D. Compact Disk Requirements and CPM Activity/Event Record
Specifications: Submit to the VA an electronic file(s) containing one file of the data required to produce a schedule, reflecting all the activities/events of the complete project schedule being submitted.
1.8 PAYMENT TO THE CONTRACTOR:
A. Monthly, the contractor shall submit an application and certificate for payment using VA Form 10-6001a or the AIA application and certificate for payment documents G702 & G703 reflecting updated schedule activities and cost data in accordance with the provisions of the following Article, PAYMENT
AND PROGRESS REPORTING, as the basis upon which progress payments will be made pursuant to Article, FAR 52.232 – 5 (PAYMENT UNDER
FIXED-PRICE CONSTRUCTION CONTRACTS) and VAAR 852.232 –Article 71
Including NAS-CPM for (PAYMENTS UNDER FIXED PRICE CONSTRUCTION).
The Contractor shall be entitled to a monthly progress payment upon approval of estimates as determined from the currently approved updated project schedule. Monthly payment requests shall include: a listing of all agreed upon project schedule changes and associated data; and an electronic file (s) of the resulting monthly updated schedule.
B. Approval of the Contractor’s monthly Application for Payment shall be contingent, among other factors, on the submittal of a satisfactory monthly update of the project schedule.
1.9 PAYMENT AND PROGRESS REPORTING
A. Monthly schedule update meetings will be held on dates mutually agreed to by the COTR and the Contractor. Contractor and their
01 32 16.15 - 8
CPM consultant (if applicable) shall attend all monthly schedule update meetings. The Contractor shall accurately update the
Project Schedule and all other data required and provide this information to the COTR three workdays in advance of the schedule update meeting. Job progress will be reviewed to verify:
1. Actual start and/or finish dates for updated/completed activities/events.
2. Remaining duration for each activity/event started, or scheduled to start, but not completed.
3. Logic, time and cost data for change orders, and supplemental agreements that are to be incorporated into the Project
Schedule.
4. Changes in activity/event sequence and/or duration which have been made, pursuant to the provisions of following Article, ADJUSTMENT OF CONTRACT COMPLETION.
5. Completion percentage for all completed and partially completed activities/events.
6. Logic and duration revisions required by this section of the specifications.
7. Activity/event duration and percent complete shall be updated independently.
B. After completion of the joint review, the contractor shall generate an updated computer-produced calendar-dated schedule and supply the Contracting Officer’s representative with reports in accordance with the Article, COMPUTER PRODUCED SCHEDULES, specified.
C. After completing the monthly schedule update, the contractor’s representative or scheduling consultant shall rerun all current period contract change(s) against the prior approved monthly project schedule. The analysis shall only include original workday durations and schedule logic agreed upon by the contractor and the COR for the contract change(s). When there is a disagreement on logic and/or durations, the Contractor shall use the schedule logic and/or durations provided and approved by
01 32 16.15 - 9 the COR. After each rerun update, the resulting electronic project schedule data file shall be appropriately identified and submitted to the VA in accordance to the requirements listed in articles 1.4 and 1.7. This electronic submission is separate from the regular monthly project schedule update requirements and shall be submitted to the COR within fourteen (14) calendar days of completing the regular schedule update. Before inserting the contract changes durations, care must be taken to ensure that only the original durations will be used for the analysis, not the reported durations after progress. In addition, once the final network diagram is approved, the contractor must recreate all manual progress payment updates on this approved network diagram and associated reruns for contract changes in each of these update periods as outlined above for regular update periods. This will require detailed record keeping for each of the manual progress payment updates.
D. Following approval of the CPM schedule, the VA, the General
Contractor and COR shall meet to discuss the monthly updated schedule. The main emphasis shall be to address work activities to avoid slippage of project schedule and to identify any necessary actions required to maintain project schedule during the reporting period. The Government representatives and the
Contractor should conclude the meeting with a clear understanding of those work and administrative actions necessary to maintain project schedule status during the reporting period. This schedule coordination meeting will occur after each monthly project schedule update meeting utilizing the resulting schedule reports from that schedule update. If the project is behind schedule, discussions should include ways to prevent further slippage as well as ways to improve the project schedule status, when appropriate.
1.10 RESPONSIBILITY FOR COMPLETION
A. If it becomes apparent from the current revised monthly progress schedule that phasing or contract completion dates will not be
01 32 16.15 - 10 met, the Contractor shall execute some or all the following remedial actions:
1. Increase construction manpower in such quantities and crafts as necessary to eliminate the backlog of work.
2. Increase the number of working hours per shift, shifts per working day, working days per week, the amount of construction equipment, or any combination of the foregoing to eliminate the backlog of work.
3. Reschedule the work in conformance with the specification requirements.
B. Prior to proceeding with any of the above actions, the Contractor shall notify and obtain approval from the COTR for the proposed schedule changes. If such actions are approved, the representative schedule revisions shall be incorporated by the
Contractor into the Project Schedule before the next update, at no additional cost to the Government.
1.11 CHANGES TO THE SCHEDULE
A. Within 30 calendar days after VA acceptance and approval of any updated project schedule, the Contractor shall submit a revised electronic file (s) and a list of any activity/event changes including predecessors and successors for any of the following reasons:
1. Delay in completion of any activity/event or group of activities/events, which may be involved with contract changes, strikes, unusual weather, and other delays will not relieve the Contractor from the requirements specified unless the conditions are shown on the CPM as the direct cause for delaying the project beyond the acceptable limits.
2. Delays in submittals, or deliveries, or work stoppage are encountered which make rescheduling of the work necessary.
3. The schedule does not represent the actual prosecution and progress of the project.
01 32 16.15 - 11
4. When there is, or has been, a substantial revision to the activity/event costs regardless of the cause for these revisions.
B. CPM revisions made under this paragraph which affect the previously approved computer-produced schedules for Government furnished equipment, vacating of areas by the VA Facility, contract phase(s) and sub phase(s), utilities furnished by the
Government to the Contractor, or any other previously contracted item, shall be furnished in writing to the Contracting Officer for approval.
C. Contracting Officer's approval for the revised project schedule and all relevant data is contingent upon compliance with all other paragraphs of this section and any other previous agreements by the Contracting Officer or the VA representative.
D. The cost of revisions to the project schedule resulting from contract changes will be included in the proposal for changes in work as specified in FAR 52.243 – 4 (Changes and will be based on the complexity of the revision or contract change, man hours expended in analyzing the change, and the total cost of the change.
E. The cost of revisions to the Project Schedule not resulting from contract changes is the responsibility of the Contractor.
1.12 ADJUSTMENT OF CONTRACT COMPLETION
A. The contract completion time will be adjusted only for causes specified in this contract. Request for an extension of the contract completion date by the Contractor shall be supported with a justification, CPM data and supporting evidence as the COR may deem necessary for determination as to whether the Contractor is entitled to an extension of time under the provisions of the contract. Submission of proof based on revised activity/event logic, durations (in workdays) and costs is obligatory to any approvals. The schedule must clearly display that the Contractor has used, in full, all the float time available for the work involved in this request. The Contracting Officer's determination
01 32 16.15 - 12 as to the total number of days of contract extension will be based upon the…
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .