A04_Specs_vol_I_132_pages.pdf
PDF 698 KB Posted
- Attached to
- REPAIR PAVE OREGON INLET PARKING AREA
- Solicitation number
- 140P5324R0011
About this file
This document appears to be a set of construction specifications for a pavement mill and overlay, striping, and entrance road widening project at the Oregon Inlet Fishing Center in North Carolina. The project will be performed under a single prime contract and is located near Nags Head, North Carolina, approximately 12 miles south of the town.
The key details include:
- The work consists of pavement mill and overlay, striping for parking lot widening, and entrance road widening at the Oregon Inlet Fishing Center.
- The project is under the oversight of the National Park Service Southeast Region and PMIS No. 248511.
- The contractor will have full use of the site for construction operations and must comply with park regulations regarding vehicle operations, environmental protection, and noise control.
- Submittals required include a construction schedule, quality control plan, safety plan, and other standard construction submittals.
- Testing and inspections will be performed by the contractor and overseen by the government.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Q_A__0002.pdf | ||
| Sol_140P5324R0011_Amd_0002.pdf | ||
| Sol_140P5324R0011_Amd_0001.pdf | ||
| Design_9_pages__0001.pdf | ||
| A06_APP_B_-_Closeout-O___M-Requirements__1_pg_.xlsx | XLSX spreadsheet | |
| A06__Engineering_Calcs_FINAL_36_pages__.pdf | ||
| A06__APP_A_-_SubmittalList-_1_pg_.xlsx | XLSX spreadsheet | |
| B08_-_Limitation_on_Subcontracting_Report_Template.xlsx | XLSX spreadsheet | |
| B08_Relevant_Prior_Experience_2_pages.pdf | ||
| A04_Specs_vol_II_137_pages.pdf | ||
| Past_Performance_Quesionnaire_2_pages_4_26_24_.pdf | ||
| B03_dba_wages_Jan_12_2024__6_pages_.pdf | ||
| Sol_140P5324R0011.pdf | ||
| A06_Drawings__22x34_FINAL_43_pages_.pdf | ||
| Construction_Contract_Administration.docx | DOCX document | |
| B08_Price_Schedule_1_page.pdf |
Show all 16
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
VOLUME 1 OF 2
CAPE HATTERAS NATIONAL SEASHORE
Outer Banks Group
PMIS No. 248511
OREGON INLET FISHING CENTER – PAVEMENT MILL & OVERLAY
DIVISION 1
CONSTRUCTION SPECIFICATIONS
Prepared for:
Cape Hatteras National Seashore Dare County, North Carolina
April 14, 2023
NATIONAL PARK SERVICE
SOUTH EAST REGION
NORTH MABO - MAJOR ACQUISITION BUYING OFFICE
VOLUME 1 OF 2
CAHA – 248511 TABLE OF CONTENTS - 1
TABLE OF CONTENTS
DIVISION, SECTION & PARAGRAPH NUMBERING
The numbering and lettering of sections and paragraphs in this Project Manual are merely for identification.
Sections included are listed in this Table of Contents together with the number of pages in each section.
The Contractor shall check their copies of the Project Manual against this Table of Contents and confirm there are no missing pages or sections.
NUMBER TITLE NO. OF PAGES
00 01 10 Table of Contents 1
00 01 15 Index of Drawings 2
DIVISION 01 - GENERAL REQUIREMENTS
01 11 00 Summary of Work 4
01 11 40 Work Restrictions 4
01 31 00 Project Management & Coordination 4
01 32 16 Construction Schedule 5
01 32 33 Photographic Documentation 2
01 33 23 Submittal Procedures 10
01 35 13.22 Archeological Protection 2
01 35 23 Safety Requirements 4
01 40 00 Quality Requirements 10
01 42 00 References 25
01 50 00 Temporary Facilities & Controls 6
01 57 19.12 Noise & Acoustics Management 1
01 57 23 Temporary Storm Water Pollution Prevention 7
01 67 00 Product Requirements 7
01 73 40 Execution 7
01 74 19 Construction Waste Management & Disposal 6
01 77 00 Closeout Procedures 4
01 78 23 Operation & Maintenance Data 8
Appendix A – Submittal List 4
Appendix B – Closeout List 1
See Specifications Volume 2 for required Division 2 thru 49 work.
CAHA – 248511 INDEX OF DRAWINGS - 1
INDEX OF DRAWINGS
PAGE NO. SHEET NO. SHEET TITLE
GENERAL
1 G0.0 COVER SHEET
2 G0.1 GENERAL NOTES
3 G0.2 LEGEND AND ABBREVIATIONS
4 G0.3 EXISTING SURVEY COVER SHEET
5 G0.4 EXISTING SURVEY WEST PARKING LOT
6 G0.5 EXISTING SURVEY EAST PARKING LOT
7 G0.6 EXISTING SURVEY CONCESSION PARKING LOT
8 G0.7 EXISTING SURVEY ENTRANCE ROAD
9 G0.7 MATERIAL QUANTITIES
OVERALL SITE
10 C1.0 SITE PLAN INDEX
11 C1.1 WEST PARKING DEMO
12 C1.2 SOUTHEAST PARKING DEMO
13 C1.3 NORTHEAST PARKING DEMO
14 C1.4 CONCESSION PARKING DEMO
15 C1.5 ENTRY DRIVE DEMO
16 C1.6 WEST PARKING IMPROVEMENTS
17 C1.7 SOUTHEAST PARKING IMPROVEMENTS
18 C1.8 NORTHEAST PARKING IMPROVEMENTS
19 C1.9 CONCESSION PARKING IMPROVEMENTS
20 C1.10 ENTRY DRIVE IMPROVEMENTS
21 C1.11 WEST PARKING LOT GRADING
22 C1.11 SOUTHEAST PARKING LOT GRADING
23 C1.12 NORTHEAST PARKING LOT GRADING
24 C1.13 CONCESSION PARKING LOT GRADING
25 C1.14 ENTRY DRIVE EXISTING GRADING
26 C1.15 ENTRY DRIVE SECTIONS
27 C1.16 WEST PARKING SIGNING AND STRIPING
28 C1.17 SOUTHEAST PARKING SIGNING AND STRIPING
29 C1.18 NORTHEAST PARKING SIGNING AND STRIPING
30 C1.19 CONCESSION PARKING SIGNING AND STRIPING
31 C1.20 ENTRY DRIVE SIGNING AND STRIPING
DETAILS
32 C5.0 GENERAL DETAILS
33 C5.1 GENERAL DETAILS
34 C5.2 GENERAL DETAILS
OLYM - 257062 & 205922 INDEX OF DRAWINGS - 2
EROSION CONTROL
35 EC0.0 EROSION CONTROL NOTES
36 EC1.0 WEST PARKING EROSION CONTROL PLAN
37 EC1.1 SOUTHEAST PARKING EROSION CONTROL PLAN
38 EC1.2 NORTHEAST PARKING EROSION CONTROL PLAN
39 EC1.3 CONCESSION PARKING EROSION CONTROL PLAN
40 EC1.4 ENTRY DRIVE EROSION CONTROL PLAN
41 EC5.0 EROSION CONTROL DETAILS
42 EC5.1 EROSION CONTROL DETAILS
END OF SECTION
DIVISION 01
GENERAL REQUIREMENTS
CAHA – 248511 01 11 00 - 1
SUMMARY OF WORK
SECTION 01 11 00
PART 1 – GENERAL
1.1 SUMMARY
A. This Section includes the following:
1. Work covered by the Contract Documents.
2. Work phases.
3. Contractor use of the site.
4. Public use of the site.
5. Buildings.
6. Work Restrictions.
7. Special Construction Requirements.
8. Work under other contracts.
9. Government Furnished Materials.
10. Occupancy requirements for buildings.
11. Additional Reports.
1.2 WORK COVERED BY CONTRACT DOCUMENTS
A. Project Location: This project is located near Nags Head, North Carolina. Oregon Inlet Fishing
Center is located approximately 12 miles South of Nags Head, NC.
B. The work consists of the following:
1. The project is for pavement mill and overlay, striping for West and East parking lot widening, and entrance road widening at Oregon Inlet Fishing Center.
C. The project will be constructed under a single prime contract.
1.3 WORK PHASES
A. General: The contractor shall have use of the site for construction operations. Limit the use of premises to areas within the Contract limits indicated. Do not disturb portions of the Project site beyond areas in which the Work is indicated.
1. Limits: Confine construction operations within the designated perimeter of the site as specifically delineated on the construction drawings.
CAHA – 248511 01 11 00 - 2
2. Utilities to support construction activities by the contractor:
a. Water: Contractor to install NPS-approved backflow preventer at NPS specified location.
B. Storage of Materials: Confine storage of materials within the areas as approved by the
Contracting Officer, or as outlined in the preconstruction meeting.
C. Driveways and Entrances: Keep driveways and entrances serving premises clear and available to Government, Government employees, and emergency vehicles at all times. Do not use these areas for parking or storage of materials.
1. Schedule deliveries to minimize the use of driveways and entrances.
2. Schedule deliveries to minimize space and time requirements for storage of materials and equipment on-site.
D. Construction Camp: The establishment of a camp within the park will not be permitted.
E. Hauling Restrictions: Comply with all legal load restrictions in the hauling of materials. Load restrictions on park roads are identical to the state load restrictions with such additional regulations as may be imposed by the Park Superintendent. Information regarding rules and regulations for vehicular traffic on park roads may be obtained from the Office of the Park
Superintendent. A special permit will not relieve the Contractor of liability for damage that may result from the moving of equipment. It is the contractor’s responsibility that the following bridge load limits are not exceeded.
1.4 CONTRACTOR USE OF SITE
A. General: The contractor shall have full use of the site for construction operations during the construction period. The contractor's use of the site is limited only by the Government's right to perform work or to retain other contractors on portions of the Project.
B. Site Access: The contractor shall access the project site from Nags Head, NC by traveling south on North Carolina Hwy 12 and then on Oregon Inlet Road to where the work site is located. The contractor shall not drive vehicles off-road or access non-project areas without permission from the Contracting Officer and Contracting Officer Representative. The contractor shall also furnish a list of personnel with phone contact information.
C. Construction Time Period: The timing of work shall be coordinated with the Contracting
Officer and Contracting Officer Representative and follow the approved Contractor’s work schedule.
D. No Smoking Policy: Smoking is prohibited inside or outside within 25 feet of any buildings.
This applies to existing buildings, buildings under construction, and buildings under renovation. Discarding tobacco products or debris anywhere other than into designated tobacco receptacles is considered littering and subject to fines.
E. Staging and Storage: Confine storage of equipment and materials to the staging/lay-down/storage areas identified within the area designated by the Contracting Officer and
Contracting Officer Representative or as established at the preconstruction meeting.
CAHA – 248511 01 11 00 - 3
F. Preservation of Natural Features:
1. Prevent damage to natural surroundings. Restore damaged areas, repairing or replacing damaged trees and plants, at no additional expense to the Government.
2. Provide temporary barriers to protect existing trees and plants and root zones.
3. Do not remove, injure, or destroy trees or other plants without prior approval. Consult with Contracting Officer and Contracting Officer Representative and remove agreed-on roots and branches that interfere with construction.
4. Do not fasten ropes, cables, or guys to existing trees.
5. Carefully supervise excavating, grading, filling, and other construction operations near trees to prevent damage.
6. Prevent damage to natural surroundings or historic features such as buildings and other structures that remain in the area near construction work zones.
G. Construction Camp: The establishment of a camp within the Park is not permitted.
H. Refer also to Section 01 11 40 Work Restrictions and Section 01 50 00 Temporary Facilities &
Controls.
1.5 GOVERNMENT-FURNISHED ITEMS
A. There are no Government furnished products and materials for this project.
1.6 PUBLIC USE OF THE SITE
A. General: All construction work including any or all related construction activities shall enable employees to conduct their daily activities with minimal impact and or disruption. The contractor shall coordinate all construction work including any or all related construction activities at least 72 hours in advance that have the potential for impacts on the facility operations with the Contracting Officer and Contracting Officer Representative to avoid potential negative impacts on area activities. Temporary closures may be permitted upon specific written approval of the Contracting Officer and Contracting Officer Representative.
1.7 BUILDINGS
A. Existing Buildings
1. Partial Government Occupancy: Cooperate with Government staff and visitors during construction operations to minimize conflicts and facilitate Government usage. Perform the Work so as not to interfere with the Government’s staff and visitors’ operations.
Maintain existing exits, unless otherwise indicated.
a. Maintain access to existing walkways, corridors, and other adjacent occupied or used facilities. Do not close or obstruct walkways, corridors, or other occupied or used facilities without written permission from the Contracting Officer and
Contracting Officer Representative.
CAHA – 248511 01 11 00 - 4
1.8 SPECIAL CONSTRUCTION REQUIREMENTS
A. Limited Access: The contractor shall coordinate the scheduling of construction activities regarding limited access to the site with the Contracting Officer and Contracting Officer
Representative before and during construction.
1.9 REFERENCE DOCUMENTS/REPORTS
A. General: The following reference documents/reports are available upon request to supplement the information specified in the contract documents:
1. None.
1.10 OCCUPANCY REQUIREMENTS FOR BUILDINGS. (Not Used)
1.11 WORK UNDER OTHER CONTRACTS. (Not Used)
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Used)
CAHA – 248511 01 11 40 - 1
WORK RESTRICTIONS
SECTION 01 11 40
1.1 PARK REGULATIONS
A. General: The Contractor must comply with the following rules and conditions:
1. Ensure personnel (contractors or subcontractors) working in the park become familiar with and obey all park regulations, wear hard hats in designated areas, and do not enter any restricted areas unless required to do so and until cleared for such entry.
2. Ensure equipment is conspicuously marked for identification.
3. The Contractor shall restrict employees/representatives to the worksite and control travel directly to and from the worksite.
4. Restore all traffic/parking/security signs and markings, including space numbers, designations, and lines, to their original form if such signs/markings are defaced or deleted during construction/repair.
5. Control and provide security of Contractor-owned equipment and materials at the worksite. Report immediately missing/lost/stolen property to law enforcement and inform the Contracting Officer and Contracting Officer Representative.
6. Vehicles associated with the Contractor shall be waived the entrance fee upon entering a marked company vehicle or by providing the names of employees entering a personal vehicle(s). Please note that the entrance fee is waived only to report directly to a specific work location. Any deviation for recreational purposes is subject to payment of required entrance fees.
a. The contractor will provide the Contracting Officer and Contracting Officer
Representative with a listing of its subcontractors and their associated vehicles and employees entering the park daily.
b. Contractor will provide the Contracting Officer and Contracting Officer
Representative with a listing of anticipated deliveries for each week.
7. Vehicles/Heavy Equipment:
a. Rules of the Road: All vehicles and heavy equipment will comply with posted traffic regulations, including speed limits and double-yellow center lane markings.
Vehicles and heavy equipment shall take every safe opportunity to use paved roadside pullouts to allow faster-moving traffic to pass. Failure to comply with traffic regulations will result in a citation being issued to the driver.
b. Vehicle Parking: Vehicles are not permitted within long-term or overnight parking along park roads or in associated overlooks/pullouts. Vehicles and heavy equipment will be permitted at designated parking areas only or as established at the preconstruction meeting.
c. Vehicle Exhaust: All vehicles will be properly maintained to ensure that the exhaust produced is within legal limits. Effects of excessive vehicle exhaust may be subject to enforcement of State and Federal laws regarding emissions as well as those regarding threatened and endangered species.
CAHA – 248511 01 11 40 - 2
d. Spills: The contractor shall be responsible for any cleanup efforts required by 40
CFR and all applicable state environmental quality laws regarding the disposal and cleanup of hazardous/industrial wastes. The contractor must immediately notify the
Contracting Officer and Contracting Officer Representative of spills.
e. Commercial Vehicle Safety Inspections: The Contractor, employees, contractors, and subcontractors shall fully cooperate regarding safety inspections of commercial vehicles within the Park. Commercial vehicle safety inspections are conducted unannounced for employee and visitor safety. Vehicles are checked for safety and mechanical deficiencies and compliance with current state and federal laws and regulations. Driver licenses and medical certificates are also checked.
f. DOT Compliance: All vehicles are to be compliant with all DOT requirements including but not limited to a driver with appropriate license class, medical examiner card as appropriate with license class, carrying 3 triangles or 3 flares, mounted fire extinguisher, and valid DOT safety sticker.
g. Slow Vehicles: The Contractor is to notify the Contracting Officer and Contracting
Officer Representative of slow vehicles that may cause traffic delays or extended traffic lines. Slow vehicles are requested to enter the Park AFTER 2:00 p.m. and exit the Park BEFORE sunset.
h. Oversized Vehicles: Oversized vehicles are defined as vehicles where the width of the vehicle or load exceeds one lane (i.e., beyond the centerline of the paved road).
Oversized vehicles must not exceed the clearances along the road corridor.
Oversized vehicles will require an escort and drivers must avoid driving on the edges of the Park road. The Contractor is to notify the Contracting Officer and Contracting
Officer Representative of oversized vehicles, scheduled dates and estimated arrival times at the park entrance, and the identity of who is escorting the vehicle (e.g., police, contractor, etc.). Oversized vehicles are requested to enter the Park AFTER
2:00 p.m. and exit the Park BEFORE sunset.
i. Road Work: The contractor shall provide adequate traffic control, including flaggers on either side of any work performed on the road. Any workers on or near the road must wear highly visible, bright clothing. (See Section 01 50 00 for additional details).
j. Law Enforcement: Law enforcement will intervene if they perceive any unsafe or unlawful activity. The contractor must immediately comply with any instructions issued by law enforcement.
k. Road & Weight Restrictions: All vehicle load, weight, and size limitations, as established by State law, apply to vehicles operated on the Park road (36 CFR §
4.11). Comply with all legal load restrictions in the hauling of materials. Load restrictions on Park roads are identical to the state load restrictions with such additional regulations as may be imposed by the Park Superintendent. Information regarding rules and regulations for vehicular traffic on Park roads may be obtained from the Office of the Park Superintendent. A special permit will not relieve the
Contractor of liability for damage that may result from the moving of equipment.
8. Emergency Medical and Accident Reporting:
a. The Contractor or subcontractor shall contact 911 for any medical emergency or traffic accident occurring within the Park and then inform the Park Point of Contact or Contracting Officer Representative.
● Emergency number: Dial 911 as needed.
CAHA – 248511 01 11 40 - 3
b. The Park Point of Contact or Contracting Officer Representative is called so that the entrance station will be prepared should any emergency vehicles (e.g. ambulance) need to enter the Park and so that any available Emergency Medical Services personnel in the Park might respond until the ambulance arrives.
c. The Contractor or subcontractor is required to report ANY personal injury and/or property damage incident occurring within the park. This report must be made to the Park Point of Contact or Contracting Officer Representative at the first available opportunity before leaving the Park:
9. Site Access
a. The contractor shall access the project site from Oregon Inlet Road. The contractor shall not drive vehicles off-road or access non-project areas without permission from the Contracting Officer and informing Contracting Officer Representative. The contractor shall also furnish a list of personnel with phone contact information.
1.2 RESOURCE PROTECTION
A. General: The park is committed to protecting natural and cultural resources found within the park and adjacent lands. The Contractor must comply with the following rules and conditions:
1. Endangered Species: Endangered species are protected by Federal law. Obey all park regulations. Drivers must obey all traffic laws and keep an eye out for animals on or alongside the road. Contact the Contracting Officer Representative immediately if the animal is hit or injured or will not move off of the road.
2. Archaeological Resources: Archaeological resources are physical pieces of evidence of past human activity, including evidence of the effects of that activity on the environment.
Archaeological resources are found above and below the ground and underwater. The contractor shall appoint an archaeological monitor during all ground-disturbing activities in archaeologically sensitive areas. If the monitor discovers resources, the contractor shall stop work or relocate work to a non-sensitive area and contact the Contracting
Officer and Contracting Officer Representative immediately. Archaeological resources typically found in the park or at the project site will be discussed further at the preconstruction meeting.
3. Soundscape / Noise: The contractor shall minimize noise levels at the project site to protect the soundscape of the park. Perform noise-producing work in less sensitive hours of the day or week or as directed by the Contracting Officer and Contracting Officer
Representative.
CAHA – 248511 01 11 40 - 4
1.3 WORK RESTRICTIONS
A. On-Site Work Hours: Work shall be generally performed during the hours of 7:00 AM to 5:00
PM and may be flexible depending on changes with Federal COVID Guidelines, Monday through Friday, except when otherwise indicated.
1. Weekend Hours: Same as On-Site Work Hours
2. Early Morning Hours: Same as On-Site Work Hours
B. Existing Utilities
1. Existing Utilities: Notify the Contracting Officer and Contracting Officer
Representative and utility companies of proposed locations and times for excavation.
2. The contractor shall be responsible for locating and preventing damage to known utilities. If damage occurs, repair the utility at no additional expense to the Government.
3. If damage occurs to an unknown utility, repair the utility. An equitable adjustment will be made per the Changes clause of the contract.
C. Existing Utility Interruptions: Do not interrupt utilities serving facilities occupied by
Government or others unless permitted under the following conditions and then only after arranging to provide temporary utility services according to the requirements indicated:
1. Notify Contracting Officer and Contracting Officer Representative not less 5 five days in advance of proposed utility interruptions.
2. Do not proceed with utility interruptions without Contracting Officer’s written permission.
3. Hours for Utility Shutdowns: The existing utility systems may be non-operational, when required, upon specific approval of the Contracting Officer for a maximum of 4 consecutive hours. Shutdowns shall be scheduled to occur mid-day (e.g. 10 am – 2 pm) and mid-week (Tuesday – Thursday), if possible.
D. No Smoking Policy: Smoking is prohibited inside or outside within 25 feet of any buildings in the park. This applies to existing buildings, buildings under construction, and buildings under renovation. Discarding tobacco products or debris anywhere other than into designated tobacco receptacles is considered littering and subject to fines.
CAHA – 248511 01 31 00 - 1
PROJECT MANAGEMENT & COORDINATION
SECTION 01 31 00
A. This Section includes administrative provisions for coordinating construction operations on
Project including, but not limited to, the following:
1. Construction Coordination.
2. Coordination Drawings.
3. Submittals
4. Requests for Information (RFIs).
5. Project meetings.
6. Environmental Coordination.
B. Related Requirements:
1. Section 01 32 16 “Construction Schedule” for preparing and submitting the Contractor’s construction schedule.
2. Section 01 73 40 “Execution” for procedures for coordinating general installation and field-engineering services, including the establishment of benchmarks and control points.
3. Section 01 77 00 “Closeout Procedures” for coordinating closeout of the Contract.
1.2 CONSTRUCTION COORDINATION
A. Coordination: Coordinate construction operations included in different Sections of the
Specifications to ensure the efficient and orderly installation of each part of the Work.
Coordinate construction operations, as may be included in different Sections, which depend on each other for proper installation, connection, and operation.
1. Schedule construction operations in the sequence required to obtain the best results where installation of one part of the Work depends on the installation of other components, before or after its installation.
2. Coordinate the installation of different components with other Contractors to ensure maximum accessibility for required maintenance, service, and repair.
3. Make adequate provisions to accommodate items scheduled for later installation.
4. Where availability of space is limited, coordinate the installation of different components to ensure maximum performance and accessibility for required maintenance, service, and repair of all components, including mechanical and electrical.
B. Prepare memoranda for distribution to each party involved, outlining special procedures required for coordination. Include such items as required, notices, reports, and a list of attendees at meetings.
CAHA – 248511 01 31 00 - 2
C. Administrative Procedures: Coordinate scheduling and timing of required administrative procedures with other construction activities and activities of other contractors to avoid conflicts and to ensure orderly progress of the Work. Such administrative activities include, but are not limited to, the following:
1. Preparation of Contractor's Construction Schedule.
2. Preparation of the Schedule of Values.
3. Installation and removal of temporary facilities and controls.
4. Delivery and processing of submittals.
5. Progress meetings.
6. Pre-installation conferences.
7. Project closeout activities.
8. Commissioning activities.
1.3 SUBMITTALS
A. Refer to submittal requirements in the Division 2 through 49 specifications.
1.4 REQUESTS FOR INFORMATION (RFIs)
A. General: On discovery of the need for additional information or interpretation of the Contract
Documents, the Contractor shall prepare and submit an RFI utilizing the form designated by the Contracting Officer (CO).
1. Contracting Officer will not respond to RFIs submitted by other entities controlled by the Contractor.
2. Coordinate and submit RFIs promptly to avoid delays in the work.
B. Content of the RFI: Include a detailed, legible description of the item needing information or interpretation and the following:
1. Sequentially numbered RFIs.
2. Date.
3. RFI subject.
4. Specification Section number and title and related paragraphs, as appropriate.
5. Drawing number and detail references, as appropriate.
6. Contractor's suggested resolution. If the Contractor's suggested resolution impacts the
Contract Time or the Contract Sum, the Contractor shall state the impact in the
RFI.Contractor’s signature.
7. Requested date for response.
8. Attachments: Include sketches, descriptions, measurements, photos, Product Data, Shop
Drawings, coordination drawings, and other information necessary to fully describe items needing interpretation.
a. Include dimensions, thicknesses, and details of affected materials, assemblies, and attachments on the attached sketches.
C. Contracting Officer’s Action: Contracting Officer will review each RFI, determine the action required, and respond. Contracting Officer will determine the critical nature of each RFI and issue a response accordingly.
CAHA – 248511 01 31 00 - 3
1. The following are not considered to be RFIs and will receive no action:
a. Requests for approval of submittals.
b. Requests for approval of substitutions.
c. Requests for approval of the Contractor's means and methods.
d. Requests for coordination information already indicated in the Contract Documents.
e. Requests for adjustments in the Contract Time or the Contract Sum.
f. Requests for interpretation of the Architect's actions on submittals.
g. Incomplete RFIs or inaccurately prepared RFIs.
2. Contracting Officer's action may include a request for additional information, in which case the time for response will date from the time of receipt of additional information.
3. Contracting Officer's action on RFIs may result in the need for a change to the Contract
Time or the Contract Sum. All contract changes will be processed following the terms and conditions of the contract.
1.5 PROJECT WEB SITE (NOT USED)
1.6 ENVIRONMENTAL COORDINATION
A. Contractor’s Environmental Manager: Designate an on-site party responsible for overseeing the Contractor’s conformance to environmental goals for the project and implementing procedures for environmental protection.
1. Responsibilities: Responsibilities shall include:
a. Compliance with applicable Federal, State, and local environmental regulations, including maintaining required documentation.
b. Implementation of the Storm Water Pollution Prevention Plan (SWPPP).
c. Present an overview of environmental issues and summarize site-specific procedures relating to management plans at the Preconstruction conference.
B. Perform project quality control following requirements specified in Related Sections, including:
1. Quality Requirements.
2. Regulatory Requirements.
3. Noise & Acoustics Management.
4. Temporary Storm Water Pollution Prevention Environmental Management.
5. Construction Waste Management.
C. Provide documentation for environmental procedures as specified herein and following approved Storm Water Pollution Prevention Plan.
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Used)
CAHA – 248511 01 31 00 - 4
Project:
Contract No.: Date:
To:
cc:
From:
Subject:
Please provide the following information or clarification:
Response required by ___\____\____
Date:
To:
From:
Subject:
REQUEST FOR INFORMATION # __
CAHA – 248511 01 32 16 - 1
CONSTRUCTION SCHEDULE
SECTION 01 32 16
A. This Section consists of Construction Schedule requirements including but not limited to the following:
1. Schedule of Values
2. Construction Schedule Requirements.
3. Construction Schedule Updates
B. Purpose: The purpose of the Construction Schedule is to ensure adequate planning, coordination, scheduling, and reporting during the execution of the work by the Contractor.
The Construction Schedule will assist the Contractor and Contracting Officer in monitoring the progress of the work, evaluating proposed changes, and processing the Contractor's monthly progress payment.
1.2 DEFINITIONS
A. Activity: A discrete part of a project that can be identified for planning, scheduling, monitoring, and controlling the construction project. Activities included in a construction schedule consume time and resources.
1. Critical activities are activities on the critical path. They must start and finish on the planned early start and finish times.
2. Predecessor Activity: An activity that precedes another activity in the network.
3. Successor Activity: An activity that follows another activity in the network.
B. Cost Loading: The allocation of the Schedule of Values for the completion of activity as scheduled. The sum of costs for all activities must equal the total Contract Sum unless otherwise approved by the Contracting Officer.
C. CPM: Critical path method, which is a method of planning and scheduling a construction project where activities are arranged based on activity relationships. Network calculations determine when activities can be performed and the critical path of the Project.
D. Critical Path: The longest connected chain of interdependent activities through the network schedule that establishes the minimum overall project duration and contains no float.
E. Float: The measure of leeway in starting and completing an activity.
1. Float: Float is not for the exclusive use or benefit of either the Government or the
Contractor but is jointly owned.
CAHA – 248511 01 32 16 - 2
2. Free float is the amount of time an activity can be delayed without adversely affecting the early start of the successor activity.
3. Total float is the measure of leeway in starting or completing an activity without adversely affecting the planned Project completion date.
F. Resource Loading: The allocation of manpower and equipment necessary for the completion of the activity as scheduled.
G. Fragnet: A partial or fragmentary network that breaks down activities into smaller activities for greater detail.
1.3 SUBMITTALS
A. Electronic Copies: All schedules and reports submitted shall be in PDF file format and sent via email to the Contracting Officer and Contracting Officer Representative.
B. Schedule of Values: After the contract award and before the Pre-Construction conference submit a schedule of dollar values based on the Contract Price Schedule including Significant
Milestones and Phases of Work.
C. Construction Baseline Schedule: After the contract award and before the Pre-Construction conference, submit a baseline schedule, large enough to show the entire schedule for the entire construction period.
D. Construction Schedule Updates: On or before the 7th day of the progress payment request date, submit estimates of the percent completion of each scheduled activity, and necessary supporting data. Provide electronic copies.
E. Construction Schedule Revisions: For each Construction Schedule revision, submit electronic copies. Show significant milestones and phases of work before the contract end date.
1.4 QUALITY ASSURANCE
A. Contractor's Schedule Representative: Before or at the preconstruction conference, designate an authorized representative to be responsible for the preparation and maintenance of the
Construction Schedule. The authorized representative will be responsible for preparing the
Baseline Schedule, all required updates, revisions, and preparation of reports.
1.5 COORDINATION
A. Coordinate the preparation and processing of schedules and reports with the performance of construction activities and with scheduling and reporting of separate Contractors.
B. Coordinate Construction Baseline Schedule with the Schedule of Values, subcontracts, and
Submittals Schedule.
1. In developing the Construction Baseline Schedule, ensure that the Subcontractor’s work at all tiers, as well as the prime Contractor’s work, is included and coordinated.
CAHA – 248511 01 32 16 - 3
2. Secure time commitments for performing critical elements of the Work from parties involved.
3. Coordinate each construction activity in the network with other activities and schedule them in the proper sequence.
PART 2 - PRODUCTS
2.1 SCHEDULE OF VALUES
A. Break down each lump-sum item into component work activities used in the schedule, for which progress payments may be requested. The work activities broken out within the schedule of values shall be integrated into and made a logical part of the construction baseline schedule submitted under this specification. The total costs for the component work activities shall equal the contract price for that lump-sum item. The Contracting Officer may request data to verify the accuracy of dollar values. Include mobilization, general condition costs, overhead, and profit in the total dollar value of unit price items and the component work activities for each lump-sum item. Do not include mobilization, general condition costs, overhead, or profit as separate items.
B. Do not break down unit price items. Use only the contract price for unit-price items.
C. The total cost of all items shall equal the contract price. The Schedule of Values will form the basis for progress payments.
D. An acceptable Schedule of Values shall be agreed upon by the Contractor and Contracting
Officer before the first progress payment is processed.
2.2 CONSTRUCTION SCHEDULE REQUIREMENTS
A. Construction Baseline Schedule: Prepare the Construction Baseline Schedule using a computer software system.
1. Failure to include any work item required for the performance of this Contract shall not excuse the Contractor from completing all work within applicable completion dates, regardless of government acceptance of the schedule.
B. Project Calendar: Develop and incorporate the following calendars:
1. Project Calendar: Include a calendar that is based on the planned work week for the project. Include Federal Holidays, weekends, and any other non-work days indicated in the contract documents. Apply this calendar to activities that are not anticipated to be affected by the weather.
2. Activity Duration: For activities including mobilzation, shop drawings, submittals, fabrication, and delivery of materials and equipment.
3. Submittal Review Time: Include review and re-submittal times indicated. Coordinate submittal review times in Construction Baseline Schedule to include Bid Option Work.
a. Substantial Completion: Allow time for Government administrative procedures necessary for certification of Substantial Completion. (For more information, refer to Division 01 Section 01 77 00 “Closeout Procedures”)
CAHA – 248511 01 32 16 - 4
b. Phasing: Arrange a list of activities on schedule by phase.
c. Work Restrictions: Show the effect of the following items on the schedule:
1) Coordination with existing construction.
2) Limitations of continued occupancies.
3) Uninterruptible services.
4) Use of premises restrictions.
5) Provisions for future construction.
6) Bid Option work.
a. Work Stages: Indicate important stages of construction for each major portion of the
Work to include Bid Options.
1) Subcontract awards.
2) Submittals.
3) Purchases.
4) Fabrication.
5) Deliveries.
6) Installation.
7) Tests and inspections.
8) Adjusting.
9) Curing.
4. Milestones: Include milestones indicated in the Contract Documents in the schedule, including, but not limited to, the Notice to Proceed, Substantial Completion, and the following interim milestones:
a. Removal of all asphalt and full-depth repair of all potholes with backfill and compaction of any subgrade and base course material additions.
b. Completion of the asphalt overlay on the east and west parking lots, around the concession building, and the widened entrance roadway.
c. Completion of striping and the addition of wheel stops near the water locations in the parking lots.
PART 3 - EXECUTION
3.1 CONSTRUCTION SCHEDULE UPDATES
A. Progress Meeting Updates: Provide updated schedule information before each monthly progress meeting.
1. Issue updated schedule concurrently with the report of each such meeting. Incorporate construction progress into the currently accepted schedule promptly.
B. Monthly Schedule Updates:
1. General: Update the Construction Schedule every month to reflect actual construction progress and activities throughout the entire contract period and until the project's substantial completion.
2. Procedure: The Contractor shall meet with the Contracting Officer Representative each month at a Construction Schedule update meeting to review actual progress made including dates activities were started and/or completed.
CAHA – 248511 01 32 16 - 5
3. Reports: Concurrent with making revisions to the schedule prepare tabulated reports showing the following:
a. Identification of activities that have changed.
b. Changes in dates.
c. Changes in finish dates.
d. Changes in the Contract Time.
4. Progress Payments: The monthly updating of the currently accepted Construction
Schedule shall be an integral part of the process upon which progress payments will be made under this contract.
C. Distribution: Distribute copies of the accepted schedule to the Contracting Officer, Contracting
Officers Representative, Construction Management Representative, Subcontractors, testing and inspecting agencies, and other parties identified by the Contractor with a need-to-know schedule responsibility.
1. When revisions are made, distribute updated schedules to the same parties. Delete parties from distribution when they have completed their assigned portion of the Work and are no longer involved in the performance of construction activities.
CAHA – 248511 01 32 33 - 1
PHOTOGRAPHIC DOCUMENTATION
SECTION 01 32 33
PART 1 - GENERAL
A. This Section includes administrative and procedural requirements for the following:
1. Existing Condition images.
2. Periodic construction images.
B. See Division 01 Section 01 77 00 "Closeout Procedures" for a complete listing of closeout documents.
1.2 SUBMITTALS
A. Construction Images: Submit images electronically with daily reports. Include the following for each:
1. Include the date and number (sequentially number all images) in the filename.
2. Submit digital images exactly as originally recorded in the digital camera, without alteration, manipulation, editing, or modifications using image-editing software.
B. Closeout: Submit a complete set of digital image electronic files as a Project Record Document.
Submit on USB Thumb Drive or Flash Drive.
1. Provide an index as a separate file on the Flash Drive. List each image as a file name with the number, date, and time. Include a description and or vantage point image that was taken.
2. Submit images that have the same aspect ratio as the sensor, un-cropped.
2.1 FORMAT REQUIREMENTS
A. Media: USB Thumb Drive or Flash Drive
B. Media Labels: Label USB Thumb Drive or Flash Drive
C. Images: Provide RGB color images in JPEG format. The minimum sensor size of 8 megapixels, and at an image resolution of not less than 3200 by 2400 pixels.
CAHA – 248511 01 32 33 - 2
3.1 CONSTRUCTION IMAGES
A. General: Take digital images using the maximum range of depth of field, and that is in focus, to clearly show the Work. Images with blurry or out-of-focus areas will not be accepted.
1. Maintain an index with each set of Construction images that identifies the number, date, and description for each.
2. Maintain one set of images accessible in the field office at the Project site, available at all times for reference.
B. Existing Condition Images: Before commencement of starting construction, take color digital images of the Project site and surrounding properties, including existing items to remain during construction, from different vantage points, as directed by the Contracting Officer.
1. Flag excavation areas and/or construction limits before recording construction images.
2. Take a minimum of 8 separate images to show existing conditions adjacent to the property before starting the Work.
3. Take a minimum of 8 separate images of existing buildings either on or adjoining property to accurately record physical conditions at the start of construction.
C. Periodic Construction Images: Take a minimum of 12 color digital images weekly and submit them each month just before submitting each Application for Payment. Select vantage points to show the status of construction and progress since the last images were taken.
D. Additional Images: Contracting Officer may issue requests for additional images, in addition to the periodic Construction images specified.
1. Three (3) days' notice will be given, where feasible.
2. In emergencies, take additional images within 24 hours of the request.
3. Circumstances that could require additional images include, but are not limited to, the following:
a. Immediate follow-up when on-site events result in construction damage or losses.
b. Images are to be taken at fabrication locations away from the Project site.
c. Substantial Completion of a major phase or component of the Work.
d. Extra record images at the time of final acceptance.
CAHA – 248511 01 33 23 - 1
SUBMITTAL PROCEDURES
SECTION 01 33 23
A. This Section includes administrative and procedural requirements for submitting Shop
Drawings, Product Data, Samples, and other submittals.
A. Action Submittals: Written and graphic information that requires Government’s responsive action.
B. Informational Submittals: Written information that does not require the Government’s responsive action. Submittals may be rejected for not complying with the requirements.
1.3 GENERAL SUBMITTAL PROCEDURES
A. Coordination: Coordinate preparation and processing of submittals with the performance of construction activities. Review them for legibility, accuracy, completeness, and compliance with Contract Documents.
1. Coordinate each submittal with fabrication, purchasing, testing, delivery, other submittals, and related activities that require sequential activity.
2. Coordinate the transmittal of different types of submittals for related parts of the Work so processing will not be delayed because of the need to review submittals concurrently for coordination.
a. Contracting Officer reserves the right to withhold action on a submittal requiring coordination with other submittals until related submittals are received.
B. Submittal List: A submittal list has been attached to the end of this Specification Section. The intent is to provide an overall summary of submittal requirements and not a comprehensive list.
The requirements of the individual Specification Sections, terms, and conditions of the contract still apply regardless of what is shown on the submittal list.
C. Processing Time: Allow enough time for submittal review, including time for re-submittals, as follows. Time for review shall commence on the Contracting Officer’s receipt of the submittal.
No extension of the Contract Time will be authorized because of failure to transmit submittals enough in advance of the Work to permit processing, including re-submittals.
1. Action Submittals
a. Initial Review: Allow 30 days for the initial review of each submittal. Allow additional time if coordination with subsequent submittals is required.
b. Re-submittal Review: Allow 30 days for review of each re-submittal.
CAHA – 248511 01 33 23 - 2
2. Informational Submittals
a. Review: Allow 10 days for the review of each submittal.
D. Approved Equals:
1. For each item proposed as an “approved equal,” submit supporting data, including:
a. Drawings and samples as appropriate.
b. Comparison of the characteristics of the proposed item with that specified.
c. Changes are required in other elements of the work because of the substitution.
d. Name, address, and telephone number of the vendor.
e. Manufacturer’s literature regarding installation, operation, and maintenance, including schematics for electrical and hydraulic systems, lubrication requirements, and parts lists. Describe the availability of maintenance service and state sources of replacement materials.
2. A request for approval constitutes a representation that the Contractor:
a. Has investigated the proposed item and determined that it is equal or superior in all respects to that specified.
b. Will provide the same warranties for the proposed item as for the item specified.
c. Has been determined that the proposed item is compatible with interfacing items.
d. Will coordinate the installation of an approved item and make all changes required in other elements of the work because of the substitution.
e. Waives all claims for additional expenses that may be incurred as a result of the substitution.
E. Additional Copies: Unless additional copies are required for final submittal, and unless
Contracting Officer observes non-compliance with provisions in the Contract Documents, initial submittal may serve as a final submittal.
1. Additional copies submitted for maintenance manuals will not be marked with the action taken and will be returned.
F. Transmittal: Package each submittal individually and appropriately for transmittal and handling. Transmit each submittal using a transmittal form. Contracting Officer will return without reviewing, submittals received from sources other than the Contractor.
1. CM-16 Transmittal Form: All material submittals shall be transmitted using National
Park Service form CM-16. (This form can be downloaded from the Workflows website at http://www.nps.gov/dscw/con_subreview21.htm.) No action will be taken on a material submittal item unless accompanied by the transmittal form.
2. Documents required in division 1 are to be delivered under a separate cover letter. Do not use the CM-16 Transmittal form for these documents.
G. Identification: Place a permanent label 1”x 4” on each submittal for identification.
1. Include the following information on the label for processing and recording action taken:
a. Project name, Park, PMIS number, Contract number.
b. Date.
c. Submittal number or another unique identifier, including a revision identifier.
1) Submittal numbers shall be sequential numbers (e.g., 001). Re-submittals shall include an alphabetic suffix after another decimal point (e.g., 001.A).
http://www.nps.gov/dscw/con_subreview21.htm
CAHA – 248511 01 33 23 - 3
H. Re-submittals: Make re-submittals in the same form and number of copies as an initial submittal.
1. Note the date and content of the previous submittal.
2. Note the date and content of revision in the label or title block and indicate the extent of revision.
3. Re-submit submittals until they are marked “APPROVED” or “APPROVED WITH
NOTATIONS.”
I. Distribution: Furnish copies of final submittals to manufacturers, subcontractors, suppliers, fabricators, installers, authorities having jurisdiction, and others as necessary for the performance of construction activities. Show distribution on transmittal forms.
J. Use for Construction: Use only final submittals with a mark indicating “APPROVED” or
“APPROVED WITH NOTATIONS.”
1.4 CONTRACTOR’S USE OF CAD FILES
A. General: At the Contractor’s written request, copies of CAD files will be provided to the
Contractor for Contractor’s use in connection with the Project, subject to the following conditions:
1. Files will be provided as-is.
2.1 ACTION SUBMITTALS
A. General: Prepare and submit Action Submittals required by individual Specification Sections.
1. Contracting Officer reserves the right to require submittals in addition to those called for in individual sections.
B. Product Data: Collect information into a single submittal for each element of construction and type of product or equipment.
1. If information must be specially prepared for submittal because standard printed data are not suitable for use, submit as Shop Drawings, not as Product Data.
2. Mark each copy of each submittal to show which products and options are applicable.
3. Include the following information, as applicable:
a. Manufacturer’s written recommendations.
b. Manufacturer’s product specifications.
c. Manufacturer’s installation instructions: When Contract Documents require compliance with the manufacturer’s printed instructions, provide one complete set of instructions to the Contracting Officer and keep another complete set of instructions at the project site until substantial completion.
d. Manufacturer’s catalog cuts: Submit only pertinent pages; mark each copy of standard printed data to identify specific products proposed for use.
e. Wiring diagrams showing factory-installed wiring.
CAHA – 248511 01 33 23 - 4
f. Printed performance curves.
g. The operational range of diagrams.
h. Compliance with specified referenced standards.
i. Testing by a recognized testing agency.
4. Number of Copies: Submit electronic copies of Product Data, unless otherwise indicated. The Contracting Officer will return 1 electronic copy with a notation. Retain copy as a Project Record Document.
C. Shop Drawings: Prepare Project-specific information, drawn accurately to scale. Do not base
Shop Drawings on reproductions of the Contract Documents or standard printed data. The contractor is to provide updated CAD drawings.
1. Preparation: Fully illustrate requirements in the Contract Documents. Include the following information, as applicable:
a. Dimensions.
b. Identification of products.
c. Fabrication and installation drawings.
d. Roughing in and setting diagrams.
e. Wiring diagrams showing field-installed wiring, including power, signal, and control wiring.
f. Shop-work manufacturing instructions.
g. Templates and patterns.
h. Schedules.
i. Notation of coordination requirements.
j. Notation of dimensions established by field measurement.
k. The relationship to adjoining construction is indicated.
l. Seal and signature of a professional engineer if specified.
m.…
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 .