CIM-0900-14F-198-0920-01 CIM-0920-13T-512-02 GMFL Caywood SOW.docx
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- AG-4419-S-10-0752
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| USDA Forest Service | Green Mountain & Finger Lakes National Forest |
| Caywood Point Recreation Area |
GREEN MOUNTAIN &
FINGER LAKES NATIONAL FOREST
CAYWOOD POINT RECREATION AREA
CIM-0920-13T-512-02
CIM-0900-14F-198-0920-01
PROJECT SPECIFICATIONS
USDA- Forest Service R9 Green Mountain & Finger Lakes National Forest May 26, 2010
TABLE OF CONTENTS
DIVISION 1 - GENERAL REQUIREMENTS
| 01110 | Summary of Work | 3 |
| 01270 | Definition of Contract Line Items | 1 |
| 01310 | Project Meetings | 2 |
| 01323 | Project Schedules and Monthly Inspections | 5 |
| 01330 | Submittals | 10 |
| 01360 | Accident Prevention | 4 |
| 01420 | Reference Standards | 1 |
| 01430 | Contractor Quality Control | 11 |
| 01510 | Temporary Services | 3 |
| 01520 | Field Offices and Sheds | 1 |
| 01560 | Barriers | 2 |
| 01570 | Temporary Controls | 2 |
| 01571 | Storm Water Pollution Prevention | 4 |
| 01600 | Material and Equipment | 1 |
| 01720 | Field Engineering | 2 |
| 01770 | Project Closeout | 3 |
| 01785 | Operation and Maintenance Data | 5 |
DIVISION 2 – SITE WORK
| 02000 | Basic Sitework Requirements | 8 |
| 02050 | Demolition & Site Preparation | 4 |
| 02070 | Selective Demolition, Removals, and Salvage | 7 |
| 02110 | Site Clearing | 4 |
| 02210 | Earthwork-Site | 10 |
| 02490 | Rock Anchors | 3 |
| 02720 | Storm Drainage Systems | 4 |
| 02800 | Pedestrian Railing | 3 |
| 02830 | Retaining Walls | 8 |
| 02900 | Landscape Work | 16 |
| 02990 | Building Relocation | 8 |
DIVISION 3 – CONCRETE
03300 Cast-In-Place Concrete 11
DIVISION 4 – CONCRETE
04920 Masonry Restoration 6
DIVISION 6 – CARPENTRY
| 06910 | Rough Carpentry Restoration | 9 |
| 06920 | Finish Carpentry Restoration | 10 |
DIVISION 7 – THERMAL AND MOISTURE PROTECTION
| 07610 | Sheet Metal Flashing | 8 |
| 07900 | Joint Sealants | 7 |
DIVISION 8 – DOORS, WINDOWS & GLAZING
08790 Hardware Restoration and Replication 5
DIVISION 9 – FINISHES
09900 Painting 10
DIVISION 13 – SPECIAL CONSTRUCTION
| 13120 | Prefabricated Pedestrian Bridge | 6 |
| USDA Forest Service | Green Mountain & Finger Lakes Nation Forest | |
| CIM-0920-13T-512-02 & CIM-0900-14F-198-0920-01 | Caywood Point Recreation Area |
TABLE OF CONTENTS TOC-1
SECTION 01110
SUMMARY OF WORK
PART 1 - GENERAL
DESCRIPTION:
The work of this contract consists of public access improvements to Seneca Lake and the relocation and restoration of the historic Queen’s Castle at the Caywood Point Recreation Area, Finger Lakes National Forest. General construction consists of the installation of a stone aggregate road and trail system, earthwork operations, storm drainage systems, gabion wall system, prefabricated pedestrian bridge, site amenities, landscape plantings, and all other appurtenances as shown on the Contract Documents.
All work will be performed under a single contract.
LOCATION:
The project site is located off of New York State Route 414, approximately 15 miles north of Watkins Glen, N.Y. and 20 miles south of Geneva, N.Y.
CONTRACTOR'S USE OF PREMISES:
Construction Camp: Establishment of a camp within the project site will not be permitted.
Maintain access for USFS staff for construction administration inspections, administrative, and other official business throughout the construction phase.
Confine storage of materials to the locations identified on the construction drawings, or as directed by USFS Representative.
Preservation of Natural Features: Confine all operations to limits shown for the project. Prevent damage to natural surroundings. Restore damaged areas, repairing or replacing damaged trees and plants, at no additional expense to the Government.
Provide temporary barriers to protect existing trees and plants and root zones.
Do not remove, injure, or destroy trees or other plants without prior approval. Consult with Contracting Officer and remove agreedon roots and branches that interfere with construction.
Do not fasten ropes, cables, or guys to existing trees.
Carefully supervise excavating, grading, filling, and other construction operations near trees to prevent damage.
Existing Utilities: Notify Contracting Officer and utility companies of proposed locations and times for excavation.
Contractor shall be responsible for locating and preventing damage to known utilities. If damage occurs, repair utility at no additional expense to the Government.
If damage occurs to an unknown utility, repair utility. An equitable adjustment will be made in accordance with the Changes clause of the contract.
Interruption of Existing Utility Service: Contractor to coordinate with local utility companies to minimize any potential delays and interruptions to existing utility services.
Contractor shall note that the location of underground utilities (gas, water, electric, storm sewer, sanitary sewer, telephone) shown on the plans are for information only; underground utilities have not been field surveyed and all utilities may not be shown.
Hauling Restrictions: Comply with all legal load restrictions in the hauling of materials. Load restrictions on USDA Forest Service roads are identical to the state load restrictions with such additional regulations as may be imposed by the Contracting Officer. Information regarding rules and regulations for vehicular traffic on USDA Forest Service roads may be obtained from the Contracting Officer. A special permit will not relieve Contractor of liability for damage which may result from moving of equipment.
SPECIAL CONSTRUCTION REQUIREMENTS:
A. There are no limited access, seasonal shutdown, or limited access periods anticipated.
1.5 FIELD VERIFICATION:
Field verify all new and existing dimensions affecting the work of this contract before ordering products.
B. The location of underground utilities shown on this plan are for information only, & all utilities may not be shown. The contractor shall contact U.F.P.O (1-800-962-7962) & the proper local authorities or respective utility company having jurisdiction to confirm the location of all existing utilities before commencing work. Any costs incurred by the contractor due to failure to contact the proper authorities shall become the responsibility of the contractor.
| 1.6 | CONSTRUCTION MATERIALS: |
| A. | All materials, including borrow and aggregates, shall be Contractorfurnished from outside the site. |
| 1.7 | SALVAGED MATERIALS: |
| A. | In addition to materials specified in other sections, the following will remain the property of the Government: Contractor shall strip and salvage existing topsoil; Contractor shall remove and salvage on-site recovered flag stone (dry laid wall and stone uncovered during excavation operations) as identified within the construction drawings. |
Stockpile material in the location(s) identified within the construction drawings or as directed by USFS Representative.
| 1.8 | SOILS INVESTIGATION REPORT: |
| A. | Not provided. |
| 1.9 | DISPOSAL OF MATERIAL: |
A. Disposal of all demolished and removed material shall be disposed of off-site by the Contractor.
B. See Specification Section 02110, Site Clearing, for tree removal material permitted to be disposed of on-site.
| PART 2 - PRODUCTS | Not used. | |
| PART 3 - EXECUTION | Not used. |
END OF SECTION
SUMMARY OF WORK 01110-3
SECTION 01270
DEFINITION OF CONTRACT LINE ITEMS
1.1 DESCRIPTION:
A. The intent of this section is to explain, in general, what is and what is not included in a contract line item, and the limits or cutoff points where one item ends and another begins.
B. If no contract line item exists for a portion of the work, include the costs in a related item.
| 1.2 | CONTRACT LINE ITEM NO.1 – GENERAL: |
| A. | The work of this contract consists of public access improvements to Seneca Lake and the relocation and restoration of the historic Queen’s Castle at the Caywood Point Recreation Area, Finger Lakes National Forest. General construction consists of the installation of a stone aggregate road and trail system, earthwork operations, storm drainage systems, gabion wall system, prefabricated pedestrian bridge, site amenities, landscape plantings, and all other appurtenances as shown on the Contract Documents. |
| B. | Measurement will be by the unit quantity per the Unit Price Bid Schedule. |
| C. | Payment will be made at the contract unit price per the Unit Price Bid Schedule. |
| PART 2 - PRODUCTS | Not used. |
| PART 3 - EXECUTION | Not used. |
| USDA Forest Service | Green Mountain & Finger Lakes Nation Forest |
| Caywood Point Recreation Area |
DEFINITION OF CONTRACT LINE ITEMS 01270-1
SECTION 01310
PROJECT MEETINGS
0. PRECONSTRUCTION CONFERENCE:
Before start of construction, Contracting Officer will arrange an onsite meeting with Contractor. The meeting agenda will include the following as a minimum:
Rules and regulations Authorized Representatives Correspondence procedures Labor standards provisions Payroll reports Modifications Payments to Contractor Acceptance/rejection Construction progress Subcontractors Cultural resource studies
12. Documents required under the contract
0. Submittal of shop drawings, project data, samples, and approved equals As-constructed drawings/operation and maintenance (O&M) manuals Saturday, Sunday, holiday and night work Reference materials Contractor quality control Value engineering Liquidated damages Notice to proceed Construction schedule
Submittals required prior to Pre-Construction Conference – The following items shall be submitted a minimum of one week prior to the Preconstruction Conference. Contracting Officer will notify Contractor of tentative date for the Pre-Construction Conference.
Letter designating your Project Superintendent Proposed Construction Progress Schedule A comprehensive breakdown of the Schedule of Values Accident Prevention Plan A list of subcontractors for this project (must be same as in your proposal) Written statements from your subcontractors certifying compliance with applicable labor standard clauses Satisfactory evidence of liability insurance coverage and workman’s compensation for the Contactor and all subcontractors Waste and Recycling Plan Quality Control Plan Location of source for borrow material (if applicable) Erosion and Sediment Control Plan
All items listed must be provided to the Contracting Officer before the Pre-Construction Conference is held. If all of these documents have not been received one week prior to the scheduled Pre-Construction Conference date, the conference will be cancelled, Notice to Proceed will not be issued, and the Contracting Officer will consider other contractual remedies. Work shall not commence until written Notice to Proceed has been issued.
PROGRESS MEETINGS:
The Contracting Officer will schedule weekly meetings with the Contractor.
The meeting agenda will include the following as a minimum:
Approval of minutes of previous meetings Submittal status Review of offsite fabrication and delivery schedules Requests for information (RFI) and other issues Modifications Work in progress and projected Schedule update (provide updated Critical Path Model) Status of Project Record Drawings and O&M manuals Other business relating to work
| PART 2 - PRODUCTS | Not used. |
| PART 3 - EXECUTION | Not used. |
| USDA Forest Service | Green Mountain & Finger Lakes Nation Forest |
| Caywood Point Recreation Area |
PROJECT MEETINGS 01310-2
SECTION 01323
PROJECT SCHEDULE AND MONTHLY INSPECTIONS
0. DESCRIPTION:
Summary: The work of this section consists of project schedule requirements including preparation of a project schedule, schedule updates, schedule revisions and time impact analysis.
Purpose: The purpose of the project schedule is to ensure adequate planning, coordination, scheduling, and reporting during execution of the work by the Contractor. The project 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.
SUBMITTALS:
Project Schedule: After contract award and before the Pre-Construction conference, submit 2 paper copies of the proposed project schedule.
Project Schedule Updates: On or before the 7th day preceding the progress payment request date, submit estimates of the percent completion of each schedule activity and necessary supporting data. Provide two paper copies.
Project Schedule Revisions and Time Impact Analysis: Submit two paper copies of a Time Impact Analysis.
Schedule of Values After contract award and before the Pre-Construction conference, submit a schedule of dollar values based on the Contract Bid Schedule. Breakdown each lump-sum bid item into component parts of work for which progress payments may be requested. The total costs for the component parts of work shall equal the bid amount for that lump-sum item. The Contracting Officer may request data to verify accuracy of dollar values. Include mobilization, general condition costs, overhead and profit in the total dollar value of unit price items and in the component parts of work for each lump-sum item, as described below. Do not include mobilization, general condition costs, overhead or profit as a separate item.
Do not break down unit price bid items. Use only the bid amount for unit price items.
The total cost of all items shall equal the contract sum. The Schedule of Values will form the basis for progress payments.
An acceptable Schedule of Values shall be agreed upon by the Contractor and Contracting Officer before the first progress payment is processed.
PRELIMINARY REQUIREMENTS:
Meeting: The Contractor shall meet with the Contracting Officer on the day of the preconstruction conference to go over any questions or issues relating to the initial schedule review comments, and check on the progress of incorporating the review comments.
Contractor's Schedule Representative: Before or at the preconstruction conference, designate in writing and provide the qualifications of an authorized representative in the Contractor's organization who shall be responsible for coordinating with the Contracting Officer during the preparation and maintenance of the project schedule.
PROJECT SCHEDULE:
Schedule Development:
The late finish date shown on the schedule shall be the same date as the last day of the contract period.
The Contractor's project schedule shall consist of procurement activities (including mobilization, submittal, and the fabrication and delivery of key and long-lead procurement items) and construction activities.
The Contractor's project schedule shall consist of, but not be limited to, the following for each activity:
a) Identify each and every activity number with numerical designations.
b) Concise description of the work represented by the activity (maximum 48 characters). Avoid the use of nonstandard abbreviations. The work related to each activity shall be limited to one work trade.
c) Activity duration in whole working days with a maximum duration of 15 work days each, unless otherwise approved by the Contracting Officer, except for nonconstruction activities including mobilization, shop drawing and sample submittals, fabrication of materials, delivery of materials and equipment, and concrete curing.
In developing the project schedule, ensure that subcontractor work at all tiers, as well as the prime contractor’s work, is included and coordinated in the project schedule.
The project schedule as developed shall show the sequence and interdependence of activities required for complete performance of the work. Ensure all work sequences are logical and the project schedule shows a coordinated plan of the work.
Proposed duration assigned to each activity shall be the Contractor's best estimate of time required to complete the activity considering the scope and resources planned for the activity.
Resource loading of each activity shall list all personnel by labor category and equipment type and capacity proposed to complete the activity in the duration shown.
Consider seasonal weather conditions in planning and scheduling all work influenced by high or low ambient temperatures, wind and/or precipitation to ensure completion of all work within the contract time. Show anticipated weather conditions on project calendar.
Joint Review, Revision, and Acceptance:
Within seven calendar days of receipt of the Contractor's proposed project schedule, the Contracting Officer and Contractor shall meet for joint review, correction, or adjustment of the proposed project schedule. Any areas which, in the opinion of the Contracting Officer, conflict with timely completion of the project shall be subject to revision by the Contractor.
In the event the Contractor fails to define any element of work, activity, or logic, and the Contracting Officer review does not detect this omission or error, such omission or error, when discovered by the Contractor or Contracting Officer, shall be corrected by the Contractor at the next monthly project schedule update and shall not affect the contract time.
Within seven calendar days after the joint review between the Contractor and Contracting Officer, the Contractor shall revise and resubmit the project schedule in accordance with agreements reached during the joint review.
Upon acceptance of the project schedule by the Contracting Officer, the project schedule will be used to evaluate the Contractor's monthly applications for payment based upon information developed at the monthly project schedule update meeting.
PROJECT SCHEDULE UPDATES:
General: Update the project schedule on a monthly basis throughout the entire contract time and until project substantial completion. The status date of each schedule update shall be the 7th day preceding the progress payment request date.
Procedure: The Contractor shall meet with the Contracting Officer each month at a project schedule update meeting to review actual progress made through the status date of the project schedule update, including dates activities were started and/or completed and the percentage of work completed on each activity started and/or completed.
Progress Payments: The monthly updating of the project schedule shall be an integral part of the process upon which progress payments will be made under this contract. If the contractor fails to provide schedule updates or revisions, then a portion of his monthly payment may be retained until such corrections have been made.
PROJECT SCHEDULE REVISIONS:
Required Revisions: If, as a result of the monthly schedule update, it appears the project schedule no longer represents the actual prosecution and progress of the work, the Contracting Officer will request, and the Contractor shall submit, a revision to the project schedule. The Contractor may also request reasonable revisions to the project schedule in the event the Contractor's planning for the work is revised. If the Contractor desires to make changes in the project schedule, the Contractor shall notify the Contracting Officer in writing, stating the reason for the proposed revision. Accepted revisions will be incorporated into the project schedule at the next monthly schedule update.
Procedure: If revision to the project schedule is contemplated, the Contractor or Contracting Officer shall so advise the other in writing at least seven calendar days prior to the next schedule update meeting, describing the revision and setting forth the reasons therefore. Government requested revisions to the project schedule will be presented in writing to the Contractor, who shall respond in writing within seven calendar days.
TIME IMPACT ANALYSIS FOR CONTRACT MODIFICATIONS, CHANGES, DELAYS, AND CONTRACTOR REQUESTS:
Requirements: When contract modifications or changes are initiated, delays are experienced, or the Contractor desires to revise the project schedule, the Contractor shall submit to the Contracting Officer a written time impact analysis illustrating the influence of each modification, change, delay, or Contractor request on the contract time.
Time Extensions: Activity delays shall not automatically mean that an extension of the contract time is warranted or due the Contractor. It is possible that a modification, change, or delay will not affect existing critical path activities or cause noncritical activities to become critical. A modification, change, or delay may result in only absorbing a part of the available total float that may exist within an activity chain of the project schedule, thereby not causing any effect on the contract time. Time extensions will be granted in accordance with the terms of the contract.
Float: Float is not for the exclusive use or benefit of either the Government or the Contractor. Extension of the contract time will be granted only to the extent the equitable time adjustments to the activity or activities affected by the modification, change, or delay exceeds the total (positive or zero) float available on a particular activity.
Procedure: Each time impact analysis shall be submitted within the time period stated in a request for proposal, or the time period designated under the clauses entitled Changes or Default. In cases where the Contractor does not submit a written request for extension of time and a time impact analysis within the designated time, it is mutually agreed that the particular modification, change, delay, or Contractor request does not require an extension of the contract time. Upon acceptance, the time impact analysis shall be incorporated into the project schedule at the next monthly schedule update.
MONTHLY INSPECTIONS:
Project record drawings as specified in Section 01770.
Operation and maintenance data binders as specified in Section 01785.
| PART 2 - PRODUCTS | Not used. |
| PART 3 - EXECUTION | Not used. |
| USDA Forest Service | Green Mountain & Finger Lakes Nation Forest |
| Caywood Point Recreation Area |
PROJECT SCHEDULE AND MONTHLY INSPECTIONS 01323-5
SECTION 01330
SUBMITTALS
DESCRIPTION:
1. The work of this section consists of submittal requirements before and during construction.
0. RELATED REQUIREMENTS:
Section 01770 – Project Closeout
SUBMITTAL AND APPROVAL PROCEDURES:
All material submittals shall be transmitted using National Park Service form CM-16, dated 4/00. (A copy of the form is included at the end of this section.) No action will be taken on a material submittal item unless accompanied by the transmittal form.
A submittal list has been attached to the end of this specification section for your convenience. The intent is to provide an overall summary of submittal requirements and not a comprehensive list. The terms and conditions of the contract still require you to satisfy the requirements of the individual specification sections regardless of what is shown on the submittal list. Forward submittals to Contracting Officer at least 30 days before need for approval. Unless a different number is specified, submit four copies of each shop drawing, four copies of manufacturer's catalog sheets (cut sheets), four specimens of each sample, and four copies of all other submittals requested.
Shop Drawings: Include the following information with each copy of shop drawings:
a) Date.
b) Date of revisions (when applicable).
c) Contractor's certification that shop drawing has been checked for compliance with contract documents.
d) Details of fabrication, assembly and erection including connections and engagement to contiguous work.
e) Materials used.
f) All required dimensions.
g) The term "by others" shall not be used. All work to be performed by others shall be identified by Contractor or subcontractor name, discipline, or trade.
Samples: Samples shall be large enough to illustrate clearly the functional characteristics and full range of color, texture, or pattern.
Manufacturers' Catalog Sheets: Submit only pertinent pages; mark each copy of standard printed data to identify specific products proposed for use.
Manufacturer's Installation Instructions: When contract documents require compliance with manufacturer's printed instructions, provide one complete set of instructions for Contracting Officer and keep another complete set of instructions at the project site until substantial completion.
Contracting Officer reserves the right to require submittals in addition to those called for in individual sections. If the contractor intends on supplying materials that differ from the salient characteristics specified in the individual sections, than a submittal will be required.
Approved Equals:
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 required in other elements of the work because of the substitution.
d) Name, address, and telephone number of vendor.
e) Manufacturer's literature regarding installation, operation, and maintenance, including schematics for electrical and hydraulic systems, lubrication requirements, and parts lists. Describe availability of maintenance service, and state source of replacement materials.
A request for approval constitutes a representation that 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 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.
Construction Materials: The Contractor is encouraged to submit for approval products made out of recycled or environmentally responsible material. Every effort will be made by the USDA Forest Service to approve these materials.
Coordinate all submittals and review them for legibility, accuracy, completeness, and compliance with contract requirements. Forward submittals that are related to or affect one another as a package to facilitate coordinated review. Each transmittal shall contain only data specific to that individual submittal.
F. Documents required in division 1 are to be delivered under separate cover letter.
G. Submittal Identification:
Contracting Officer will provide a project identification stamp which shall be applied by the Contractor. Identification shall include the project name, package number, project title, contract number, and transmittal number.
All sets of shop drawings, manufacturer's catalog sheets, samples, and other documents submitted to the Contracting Officer must have the identification information stamped on the submittal. If the material is bound it will not be necessary to stamp every page, but clearly stamp the cover page with the identification stamp.
Identification information shall be applied to the bottom right margin on each page. Identification information on samples shall be applied to the most readily visible area on the sample or on tags attached to sample.
| H. | Submittal Numbering: |
| 1. | Number each submittal consecutively. |
| 2. | For re-submittals use the original submittal number, plus a letter suffix beginning with A. |
| 3. | Additional re-submittals of the same item shall contain the original number with the next consecutive letter. |
| I. | Contracting Officer's Review: |
| 1. | Submittals will be returned disapproved without technical review if identification information is missing, not filled in, or if placed on the back of the submittal; an incorrect number or format of submittals is provided; the transmittal form is incorrectly filled out; submittals are not coordinated; or submittals do not show evidence of Contractor's approval. |
| 2. | Any work done or orders for materials or services placed before approval shall be at the Contractor's own risk. |
| 3. | After reviewing submittals, the Contracting Officer will return one copy of form CM-16 and one copy of applicable (marked up) submittal sheets to the Contractor. Shop drawing review notations will be returned on the reproducible original shop drawing. All other submitted items will be retained. The Contractor is responsible for producing additional copies for his/her own use. |
The returned submittal will be marked in one of three ways as defined below:
a) APPROVED: Acceptable with no corrections.
b) APPROVED WITH NOTATIONS: Minor corrections or clarifications required. All comments are clear and no further review is required. The Contractor shall address all review comments when proceeding with the work.
c) DISAPPROVED - RESUBMIT: Rejected as not in accordance with the contract or as requiring major corrections or clarifications. The Contracting Officer will identify the reasons for disapproval. The Contractor shall revise and resubmit with changes clearly identified.
| PART 2 - PRODUCTS | Not used. |
| PART 3 - EXECUTION | Not used. |
| USDA Forest Service | Green Mountain & Finger Lakes Nation Forest |
| Caywood Point Recreation Area |
| SUBMITTALS | 01330-4 |
| TRANSMITTAL - NATIONAL PARK SERVICE | |
| Transmittal No.: |
Sheet: 1 of:
Park:
Project:
Contract No.:
PMIS No.:
Date:
Contractor:
Subcontractor/Supplier:
NPS ACTION
Specification Section No.
Description of Item (Size, Type, Name, Manufacturer, Use, Etc.)
Contractor Signature
Recommended by
Title, Date
Title
Date
I hereby certify that this submittal has been reviewed for accuracy, completeness, and compliance with contract requirements (FAR 52.236-21)
Review Comments
Action By
Date
Contracting Officer’s Representative
Approval of this submittal is subject to the provisions of the contract drawings and specifications. This action is for general concurrence only and the Government is not responsible for errors or omission.
SUBMITTAL LOG DATES: From contractor [__________], To reviewer [__________], From reviewer [__________], To Contractor [__________] Distribution: ( ) Contractor ( ) DSC File ( ) COR ( ) A/E ( ) DSC Interim ( ) COR Interim ( ) Contractor Interim CM-16Rev. 4/00
| TRANSMITTAL CONTINUATION - NATIONAL PARK SERVICE |
| Transmittal No.: |
Sheet: 1 of:
Park:
Project:
Contract No.:
PMIS No.:
Date:
Contractor:
Subcontractor/Supplier:
NPS ACTION
Specification Section No.
Description of Item (Size, Type, Name, Manufacturer, Use, Etc.)
Review Comments
CM-16 Rev. 06/06
LIST OF SUBMITTALS
GREEN MOUNTAIN &
FINGER LAKES NATIONAL FOREST
| CAYWOOD POINT RECREATION AREA |
| SUBMITTAL REQUIREMENT: |
| SPECIFICATION |
| Submittal Required |
| Samples |
| Shop Drawings |
| Manufacturer's Data |
| Certification/Test Results |
| Close Out Data/Final Reports |
| Reports/Calculations/Action Plans |
| O & M/Warranty Data |
| Tools, Spare Parts, etc. |
| Design Mix Results |
CSI MASTERSPEC SPECIFICATION SECTIONS
DIVISION 1 - GENERAL REQUIREMENTS
| 01770 - Project Closeout: Project As-Built Plans. |
| X |
DIVISION 2 - SITE CONSTRUCTION
| 02050 - Demolition & Site Preparation: Demolition Removals Procedure & Schedule. |
| X |
02070 - Selective Demolition, Removals, & Salvage:
Qualification Data for Firm & Personnel Responsible for Demolition, Removal, & Salvage Operations.
X
X
| SPECIFICATION |
| Submittal Required |
| Samples |
| Shop Drawings |
| Manufacturer's Data |
| Certification/Test Results |
| Close Out Data/ |
Final Reports Reports/ Calculations/ Action Plans O & M /Warranty Data
| Tools, Spare Parts, etc. |
| Design Mix Results |
02070 - Selective Demolition, Removals, & Salvage:
Selective Demolition, Removal and Salvage Program.
X
X
02070 - Selective Demolition, Removals, & Salvage:
Existing Conditions Documentation.
X
X
02070 - Selective Demolition, Removals, & Salvage:
Shop Drawings for Shoring & Bracing.
X
X
02090 - Building Relocation:
Qualification Data for Firm & Personnel Responsible for Relocation.
X
02090 - Building Relocation:
Selective Demolition, Removal and Salvage Program.
X
X
02090 - Building Relocation:
Existing Conditions Documentation.
X
X
02090 - Building Relocation:
Shop Drawings for Shoring & Bracing.
X
X
X
02090 - Building Relocation:
Probe Evidence.
X
X
| 02210 - Earthwork - Site: Aggregate for Level 3 Road, Class 4 Trail, and Queen’s Castle Foundation Apron. |
| X |
X
X
| 02210 - Earthwork - Site: Geotextile for Silt Fence and Stone Check Dam Bedding. |
| X |
X
| 02210 - Earthwork - Site: Geotextile for Level 3 Road, Class 4 Trail, Rip Rap Protection, and Stabilized Construction Entrance. |
| X |
X
| SPECIFICATION |
| Submittal Required |
| Samples |
| Shop Drawings |
| Manufacturer's Data |
| Certification/Test Results |
| Close Out Data/ |
Final Reports Reports/ Calculations/ Action Plans O & M /Warranty Data
| Tools, Spare Parts, etc. |
| Design Mix Results |
| 02210 - Earthwork - Site: Geotextile Fabric for Material & Equipment Storage Area & Rock Construction Entrance. |
| X |
X
| 02210 - Earthwork - Site: Sand Fill: Granular material conforming to NYSDOT Standard Specifications Section 703-07 – Concrete Sand. |
| X |
X
X
| 02210 - Earthwork - Site: Structural Fill: Granular material conforming to NYSDOT Standard Specification Section 203.07, Select Granular Fill. |
| X |
X
X
| 02210 - Earthwork - Site: Stabilized Construction Entrance: No. 3 size Crushed Stone conforming to the material requirements of NYSDOT Section 703-0201. |
| X |
X
X
02210 - Earthwork - Site: Stone Check Dams: Composed of a combination of the following:
1. NYSDOT Item No. 620.03M, Stone Filling (Light).
2. No. 1 or No. 2 Crushed Stone conforming to the material requirements of NYSDOT Section 703-0201.
X
X
X
| 02210 - Earthwork - Site: Material Test Reports: From an independent qualified testing agency indicating and interpreting test results for compliance with the Contract Documents. |
| X |
X
| 02490 - Rock Anchors: Material Certifications. |
| X |
| X |
| X |
| 02490 - Rock Anchors: Material Submittals for Rock Anchor, Anchor Plate, Grout. |
| X |
| X |
X
| 02800 - Pedestrian Railing: Material Certifications. |
| X |
| X |
| X |
| 02800 - Pedestrian Railing: Material Submittals Timber, Preservative, Connection Hardware. |
| X |
| X |
X
| SPECIFICATION |
| Submittal Required |
| Samples |
| Shop Drawings |
| Manufacturer's Data |
| Certification/Test Results |
| Close Out Data/ |
Final Reports Reports/ Calculations/ Action Plans O & M /Warranty Data
| Tools, Spare Parts, etc. |
| Design Mix Results |
| 02830 - Retaining Wall: Material Certifications for Gabion Wire Baskets, Filter Fabric and PVC Coatings. |
| X |
| X |
| X |
| 02830 - Retaining Wall: Material Submittals Source, Type, and Gradation of Rock Fill. |
| X |
X
X
| 02830 - Retaining Wall: Wall Layout with all Field Measured Final Dimensions, Individual Basket Sizes and Layout, Tie Locations. |
| X |
X
| 02720 - Storm Drainage Systems: Pipes, Fittings, End Sections. |
| X |
X
| 02900 - Landscape Work: Plant Material Certifications. |
| X |
X
| 02900 - Landscape Work: Seed Material Certifications. |
| X |
| 02900 - Landscape Work: Planting & Seed Mix Schedule. |
| X |
| 02900 - Landscape Work: Maintenance Instructions. |
| X |
| 02900 - Landscape Work: Topsoil Analysis. |
| X |
| X |
X
X
| 02900 - Landscape Work: Mulch. |
| X |
| X |
DIVISION 3 - CONCRETE
| SPECIFICATION |
| Submittal Required |
| Samples |
| Shop Drawings |
| Manufacturer's Data |
| Certification/Test Results |
| Close Out Data/ |
Final Reports Reports/ Calculations/ Action Plans O & M /Warranty Data
| Tools, Spare Parts, etc. |
| Design Mix Results |
| 03300 - Cast-In-Place Concrete: Material Certificate: Batch Plant: NYSDOT Approval Certificate. |
| X |
X
| 03300 - Cast-In-Place Concrete: Concrete Mix Design. |
| X |
X
X
| 03300 - Cast-In-Place Concrete: Aggregate: NYSDOT Approval for Each Source, Gradation for Each Type. |
| X |
X
X
| 03300 - Cast-In-Place Concrete: Material Test Reports: From an independent qualified testing agency indicating and interpreting test results for compliance with the Contract Documents. |
| X |
X
X
| 03300 - Cast-In-Place Concrete: Shop Drawings: Submit detailed shop drawings for fabrication, bending and placement of concrete reinforcement. |
| X |
X
| 03300 - Cast-In-Place Concrete: Manufacturer's Certificates: Air entraining admixture, chemical admixtures, curing compounds, fibers and sealers. |
| X |
| X |
| X |
X
DIVISION 4 - MASONRY
| 04920 - Masonry Restoration: Qualification Data for Mason. |
| X |
| 04920 - Masonry Restoration: Product Literature. |
| X |
X
| 04920 - Masonry Restoration: Shop Drawings for Chimney Reconstruction & Chimney Cap. |
| X |
X
| 04920 - Masonry Restoration: Samples of Bluestone, Mortar, Sand, Joint Reinforcing. |
| X |
| X |
| SPECIFICATION |
| Submittal Required |
| Samples |
| Shop Drawings |
| Manufacturer's Data |
| Certification/Test Results |
| Close Out Data/ |
Final Reports Reports/ Calculations/ Action Plans O & M /Warranty Data
| Tools, Spare Parts, etc. |
| Design Mix Results |
DIVISION 6 - CARPENTRY
| 06910 - Rough Carpentry: Qualification Data. |
| X |
| 06910 - Rough Carpentry: Product Literature. |
| X |
X
| 06910 - Rough Carpentry: Shop Drawings. |
| X |
X
| 06910 - Rough Carpentry: Samples of Lumber, Anchors & Fasteners, Filled Epoxy Resin. |
| X |
| X |
X
| 06910 - Rough Carpentry: Wood Treatment Data. |
| X |
X
| 06920 - Finish Carpentry: Qualification Data. |
| X |
| 06920 - Finish Carpentry: Product Literature. |
| X |
X
| 06920 - Finish Carpentry: Shop Drawings. |
| X |
X
| 06920 - Finish Carpentry: Samples of Wood for Repair and Replacement, Anchors & Fasteners, Plywood, New Components. |
| X |
| X |
DIVISION 7 - THERMAL & MOISTURE PROTECTION
| SPECIFICATION |
| Submittal Required |
| Samples |
| Shop Drawings |
| Manufacturer's Data |
| Certification/Test Results |
| Close Out Data/ |
Final Reports Reports/ Calculations/ Action Plans O & M /Warranty Data
| Tools, Spare Parts, etc. |
| Design Mix Results |
| 07610 - Sheet Metal Flashing: Qualification Data. |
| X |
| 07610 - Sheet Metal Flashing: Product Literature. |
| X |
X
| 07610 - Sheet Metal Flashing: Shop Drawings. |
| X |
X
| 07610 - Sheet Metal Flashing: Samples of Sheet Copper: 12-inch x 12-inch pieces, Waterproof Membrane: 12-inch x 12-inch pieces, Rosin-Sized Paper: 12-inch x 12-inch pieces, Anchors and Fasteners: Each type to be used in work, Seams in Sheet Metal: 12-inch length of each type of seam, Soldered Seams in Sheet Metal. |
| X |
| X |
| 07900 - Joint Sealants: Qualification Data. |
| X |
| 07900 - Joint Sealants: Product Literature. |
| X |
X
| 07900 - Joint Sealants: Manufacturer's Certification. |
| X |
X
| 07900 - Joint Sealants: Samples of Sealants, Backer Rods, Bond Breakers, and Other Accessories. |
| X |
| X |
DIVISION 8 - DOORS, WINDOWS, GLAZING
| 08790 - Hardware Restoration & Replication: Qualification Data. |
| X |
| SPECIFICATION |
| Submittal Required |
| Samples |
| Shop Drawings |
| Manufacturer's Data |
| Certification/Test Results |
| Close Out Data/ |
Final Reports Reports/ Calculations/ Action Plans O & M /Warranty Data
| Tools, Spare Parts, etc. |
| Design Mix Results |
| 08790 - Hardware Restoration & Replication: Product Data. |
| X |
X
| 08790 - Hardware Restoration & Replication: Hardware Schedule. |
| X |
| 08790 - Hardware Restoration & Replication: Samples of Reconditioned Existing Hardware, New Hardware, Fasteners and Attachments. |
| X |
| X |
| 08790 - Hardware Restoration & Replication: Manufacturer's Certification. |
| X |
X
DIVISION 9 - FINISHES
| 09900 - Painting: Qualification Data. |
| X |
| 09900 - Painting: Product Literature. |
| X |
X
| 09900 - Painting: Samples of Reconditioned Existing Hardware, New Hardware, Fasteners and Attachments. |
| X |
| X |
| 09900 - Painting: Analysis of Historic Paint Colors. |
| X |
X
| 09900 - Painting: Samples of Each Type of Coating. |
| X |
| X |
DIVISION 13 - SPECIAL CONSTRUCTION
| SPECIFICATION |
| Submittal Required |
| Samples |
| Shop Drawings |
| Manufacturer's Data |
| Certification/Test Results |
| Close Out Data/ |
Final Reports Reports/ Calculations/ Action Plans O & M /Warranty Data
| Tools, Spare Parts, etc. |
| Design Mix Results |
| 13120 - Prefabricated Pedestrian Bridge: Design Calculations. |
| X |
X
| 13120 - Prefabricated Pedestrian Bridge: Shop Drawings. |
| X |
X
| 13120 - Prefabricated Pedestrian Bridge: Certifications. |
| X |
X
05/26/2010 9
SECTION 01360
ACCIDENT PREVENTION
The work of this section consists of establishing an effective accident prevention program and providing a safe environment for all personnel and visitors.
SUBMITTALS:
Accident Prevention Program: After contract award and before the Pre-Construction conference, submit for approval an accident prevention program. The Contracting Officer will review the proposed program for compliance with OSHA and project requirements. If the program requires any revisions or corrections, the Contractor shall resubmit the program within 10 days. No progress payments will be made until the program is approved. The program shall include:
Name of responsible supervisor to carry out the program.
Weekly and monthly safety meetings.
First aid procedures.
Outline of each phase of the work, the hazards associated with each major phase, and the methods proposed to ensure property protection and safety of the public, Contracting Officer’s personnel, and Contractor's employees. Identify the work included under each phase by reference to specification section or division numbers.
Training, both initial and continuing.
Planning for possible emergency situations, such as floods, fires, caveins, slides, explosions, power outages, and wind storms. Such planning shall take into consideration the nature of construction, site conditions, and degree of exposure of persons and property.
Fire Protection: Section 01510.
Housekeeping: Section 01570.
Certificates: Provide certificates from a mechanic that all mechanical equipment has been inspected and meets OSHA requirements.
Submit a copy of test reports, as required by OSHA, for personnel working with hazardous materials.
Submit a report of safety meetings and of inspections.
Upon request, submit proof of employees' qualifications to perform assigned duties in a safe manner.
QUALITY ASSURANCE:
Comply with contract clauses entitled "Accident Prevention" and "Permits and Responsibilities". In case of conflicts between Federal, state, and local safety and health requirements, the most stringent shall apply. Equipment or tools not meeting OSHA requirements will not be allowed on the project sites. Failure to comply with the requirements of this section and related sections may result in suspension of work.
Qualifications of Employees:
Ensure that employees are physically qualified to perform their assigned duties in a safe manner.
Do not allow employees to work whose ability or alertness is impaired because of drugs, fatigue, illness, intoxication, or other conditions that may expose themselves or others to injury.
Operators of vehicles, mobile equipment, hoisting equipment, and hazardous plant equipment shall be able to understand signs, signals, and operating instructions, and be capable of operating such equipment. Provide operating instructions for all equipment. Newly hired operators shall be individually tested by an experienced operator or supervisor to determine if they are capable of safely operating equipment.
ACCIDENT REPORTING:
Reportable Accidents: A reportable accident is defined as death, occupational disease, traumatic injury to employees or the public, property damage by accident in excess of $100, and fires. Notify Contracting Officer immediately in the event of a reportable accident. Within 7 days of a reportable accident, fill out and forward to Contracting Officer an Accident/Property Damage Report.
All Other Accidents: The Contractor shall report all other accidents to the Contracting Officer as soon as possible and assist the Contracting Officer and other officials as required in the investigation of the accident.
PART 2 - PRODUCTS
| 2.1 | FIRST AID FACILITIES: |
| A. | First aid facilities shall meet the requirements of OSHA 1926, Medical services and first aid. Provide adequate facilities for the number of employees and the type of construction at the site. |
| 2.2 | PERSONNEL PROTECTIVE EQUIPMENT: |
| A. | Meet requirements of NIOSH and MSHA. |
| 2.3 | BARRIERS: |
| A. | Section 01560. |
PART 3 - EXECUTION
| 3.1 | EMERGENCY INSTRUCTIONS: |
| A. | Post telephone numbers and reporting instructions for ambulance, physician, hospital, fire department, and police in conspicuous locations at the work site. |
| 3.2 | FIRE AND LIFE SAFETY: |
| A. | Provide and maintain the fire and life safety requirements in NFPA 241 (Standard for Safeguarding Construction, Alteration, and Demolition Operations). |
| B. | Contractor shall have a Hazard Communications Plan; store hazardous materials in accordance with manufacturer’s and OSHA recommendations; immediately report all spills of hazardous materials to the Contracting Officer; and maintain a spill emergency response kit. |
| 3.3 | PROTECTIVE EQUIPMENT: |
| A. | Inspect personal protective equipment daily and maintain in a serviceable condition. Clean, sanitize, and repair, as appropriate, personal items before issuing them to another individual. |
| B. | Inspect and maintain other protective equipment and devices before use and on a periodic basis to ensure safe operation. |
| 3.4 | SAFETY MEETINGS: |
| A. | As a minimum, conduct weekly 15minute "toolbox" safety meetings. These meetings shall be conducted by a foreman and attended by all construction personnel at the worksite. |
| B. | Conduct monthly safety meetings for all levels of supervision. Notify the Contracting Officer of meeting dates and times. These meetings shall be used to review the effectiveness of the Contractor's safety effort, to resolve current health and safety problems, to provide a forum for planning safe construction activities, and for updating the accident prevention program. The Contracting Officer will attend the meeting and enter the results of the meetings into the daily log. |
| 3.5 | HARD HATS AND PROTECTIVE EQUIPMENT AREAS: |
| A. | A hard hat area will be designated by the Contracting Officer. The hard hat area shall be posted by the Contractor in a manner satisfactory to the Contracting Officer. |
| B. | It is the Contractor's responsibility to require all those working on or visiting the site to wear hard hats and other necessary protective equipment at all times. As a minimum, provide six hard hats for use by visitors. Change liners before reissuing hats. |
| 3.6 | TRAINING: |
| A. | First Aid: Provide adequate training to ensure prompt and efficient first aid. |
| B. | Hazardous Material: Train and instruct each employee exposed to hazardous material in safe and approved methods of handling and storage. Hazardous materials are defined as explosive, flammable, poisonous, corrosive, oxidizing, irritating, or otherwise harmful substances that could cause death or injury. |
| USDA Forest Service | Green Mountain & Finger Lakes Nation Forest |
| Caywood Point Recreation Area |
ACCIDENT PROTECTION 01360-4
SECTION 01420
REFERENCE STANDARDS
0. THE FOLLOWING ABBREVIATIONS, WHICH MAY BE USED IN THE CONSTRUCTION SPECIFICATIONS, REFER TO THE ORGANIZATIONS AND SPECIFICATIONS OF THE ORGANIZATIONS LISTED BELOW:
| AASHTO |
| American Association of State Highway and Transportation Officials |
444 North Capitol Street, NW, Suite 249 Washington, D.C. 20001
| ADAAG |
| Americans with Disabilities Act Accessibility Guidelines |
The Access Board 1331 F Street, NW, Suite1000 Washington, DC 20004-1111 http://www.access-board.gov
| ASHRAE |
| American Society of Heating, Refrigerating, and Air Conditioning Engineers |
1791 Tullie Circle, NE Atlanta, Georgia 30329-2305
| ASTM |
| American Society for Testing and Materials |
100 Barr Harbor Drive West Conshohocken, Pennsylvania 19428-2959
| FS |
| Federal Specifications |
See contract clauses
| IBC |
| International Building Code (by ICBO) |
| NEC |
| National Electrical Code (by NFPA) |
| NFPA |
| National Fire Protection Association |
1 Batterymarch Park P.O. Box 9101 Quincy, Massachusetts 02269-9101
| NYSDOT |
| New York State Department of Transportation |
| NYSDEC |
| New York State Department of Conservation |
| PART 2 - PRODUCTS | Not used. |
| PART 3 EXECUTION | Not used. |
| USDA Forest Service | Green Mountain & Finger Lakes Nation Forest |
| Caywood Point Recreation Area |
REFERENCE STANDARDS 01420-1
SECTION 01430
CONTRACTOR QUALITY CONTROL
A. The work of this section consists of preparing and executing a Quality Control Program.
RELATED REQUIREMENTS:
A. "Inspection of Construction" clause of the contract.
SUBMITTALS:
A. Quality Control Plan:
After contract award and before the Pre-Construction conference, submit for approval a written Contractor Quality Control (CQC) plan.
If the plan requires any revisions or corrections, the Contractor shall resubmit the plan within 10 days.
The Government reserves the right to require changes in the plan during the contract period as necessary to obtain the quality specified.
No change in the approved plan may be made without written concurrence by the Contracting Officer.
The plan shall include:
a) A list of personnel responsible for quality control and assigned duties. Include each person's qualifications.
b) A copy of a letter of direction to the Contractor's Quality Control Supervisor outlining assigned duties.
c) Names, qualifications, and descriptions of laboratories to perform sampling and testing, and samples of proposed report forms.
d) Methods of performing, documenting, and enforcing quality control of all work.
e) Methods of monitoring and controlling environmental pollution and contamination as required by regulations and laws.
B. Contractor's Quality Control Daily Reports: Submit showing all inspections and tests on the first workday following the date covered by the report. Utilize the forms attached at the end of this section.
C. Test Reports:
1. Submit Daily Test Information Sheets with Quality Control Daily Reports.
2. Submit failing test results and proposed remedial actions within four hours of noted deficiency.
3. Submit three copies of complete test results not later than one calendar days after the test was performed.
| D. | CQC Accessibility Inspection Report: Submit report not later than three calendar days after the inspection was performed. |
| E. | Off-Site Inspection Reports: Submit prior to shipment. |
| F. | If the CQC plan and Quality Control Daily Reports are not submitted as specified, the Contracting Officer may retain all payments until such time a plan is accepted and implemented, or may retain payments for work completed on days there are no Quality Control daily reports. |
QUALITY ASSURANCE:
A. General:
The quality of all work shall be the responsibility of the Contractor. Testing shall be the responsibility of an independent testing laboratory.
Inspect and test all work as needed to ensure that the quality of materials, workmanship, construction, finish, and functional performance is in compliance with applicable specifications and drawings.
Utilize the attached CQC Accessibility Inspection form to document compliance with the Architectural Barriers Act Accessibility Standards (ABAAS). Inspect at various stages of construction as needed to insure the finished product meets the guidelines. Fill out the applicable sections of the CQC Accessibility Inspection Report and attach to the Quality Control Daily Report.
Quality Control Daily Reports shall be completed by the Contractor’s Quality Control Supervisor.
Test reports shall be completed by person performing the test.
The Contracting Officer may designate locations of tests.
B. Quality Control Staff:
1. The Contractor's Quality Control Supervisor may also perform the duties of Project Superintendent.
2. The Contractor's designated Quality Control Supervisor shall be on the project site whenever contract work is in progress.
3. The Contractor's job supervisory staff may be used to assist the Quality Control Supervisor supplemented, as necessary, by additional certified testing technicians.
C. Testing Laboratory and Equipment:
1. Employ certified independent laboratories to perform sampling and testing. The testing laboratory organization shall be certified for the type of testing work to be done.
2. All measuring devices, laboratory equipment,…
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