Att. 1 Statement of Work 220329.docx
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- Attached to
- Dolly Copp Garage & Picnic Area Improvements - White Mountain National Forest - New Hampshire
- Solicitation number
- 12445522Q0092
- Issued by
-
Department of Agriculture Forest Service
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USDA FOREST SERVICE
White Mountain National Forest Scope of Work for Improvements at Dolly Copp Garage and Picnic Area
General
1. The White Mountain National Forest is requesting services to do improvements to the Dolly Copp Campground Garage and a toilet building located at the campground’s picnic area. The improvement at the garage includes to remove, dispose, and replace four (4) garage doors and 13 double windows with new ones. In addition to these two items, the removal of a concrete chimney is needed and the installation of 150 linear feet of gutters.
At the picnic area, the Forest is looking to install a new roofing system for the toilet building, new concrete landings at both entrances of the building, improve the gravel walking pads and rebuild the screen walls.
2. The work includes mobilization, removal and disposal of existing garage doors, windows, chimney, gutters, wood, shingles, vapor barrier and any damaged roof sheathing. For bidding purposes, assume no more than 5% of total area of roof sheathing to be replaced.
3. The contractor shall provide all expertise, labor, supervision, services, equipment, tools, supplies, permits (as applicable), coordination with utilities, transportation, and incidentals necessary to complete the work described. The desired outcome is complete installation as described in the scope. The awarded contract shall constitute the entire agreement including all terms and conditions applicable to the contract. Work shall be completed as specified in this contract; and in accordance with applicable federal, state, and local regulations.
4. Dolly Copp Campground is located at Pinkham Rd, Martins Location. The Androscoggin Ranger Station is located at 300 Glenn Rd, Gorham, NH 03581.
5. Government Project Representative:
· Contracting Officer’s Representative (COR) – Ricardo J Rivera, 603-536-6258, ricardo.rivera@usda.gov
6. Planned starting date will be July 5, 2022, with completion date of December 2, 2022.
7. Contractor shall use and incorporate into finished product, bio-preferred materials and supplies whenever available and practical. Submit to the CO for approval prior to ordering materials, product sheets and manufacturer’s information, indicating environmentally preferable content.
8. Contractor shall coordinate with the CO on a staging area location(s). The Contractor shall operate all equipment and store, transport, and handle materials in a manner that will not damage the existing roads, parking lots, and landscaping.
9. Contractor shall confine operations to within the clearing limits designated, and prevent the depositing of rocks, excavated materials, stumps, or other debris outside these limits. Preservation areas and construction limits are shown on the drawings and additionally flagged on the ground prior to activity.
10. Equipment shall be clean and properly maintained. All equipment shall be cleaned and then inspected by the COR prior to mobilization. Leaking or faulty equipment shall be repaired or removed as soon as possible. Refueling, greasing, or servicing of equipment shall be in controlled areas away from surface waters. Fording of streams or rivers with mechanized equipment shall not be allowed.
11. Contractor shall prepare for approval, and adhere to, a Spill Prevention, Control, and Countermeasures Plan suitable to protect environment from the Contractor’s operations. Pollutants such as fuels, lubricants, bitumen, sewage, hazardous, or otherwise harmful shall be controlled at the site and prevented from release to the environment. All contaminated soil, vegetation or debris resulting from Contractor’s operation shall be immediately contained and within 24 hours shall be removed from site and legally disposed. Control the discharge of non-hazardous wash water through sufficient siltation treatments, such as filters, barriers, or settlements. Dispose of any materials containing hazardous-substances legally off national forest system lands. Potable Water and Toilet Facilities may not be available in this location. The Contractor is responsible for providing temporary sanitation facilities as necessary.
12. Security is the Contractor’s responsibility. Areas adjacent to the construction site will be occupied by the public. Limit access to the construction area to persons involved in the work. Provide secure storage for materials that are stored on site. Secure completed work as required to prevent loss and damage. Barricades, warning signs, and lights shall comply with standards and code requirements for erection of structurally adequate barricades. All road warning signs, barricades, and traffic control devices shall conform to MUTCD. Where appropriate and needed, provide lighting, including flashing red or amber warning lights. The Contractor shall barricade and block all access to holes with orange plastic fence, flashing amber lights, or warning signs. Holes or trenches shall not be left open more than 24 hours unless approved by the CO.
13. The Contractor shall have all temporary construction signs and traffic control measures in place prior to beginning work. The Contractor is authorized to use roads under the jurisdiction of the Forest Service for all activities necessary to complete this contract. Any emergency vehicle shall be allowed immediate reasonable passage. Before shutting down operations for the day, take all necessary precautions to prevent damage to the project, to minimize erosion, and to prevent spills.
14. Contractor shall be responsible for solid waste disposal and personal sanitation. The Contractor shall at all times keep the area in a clean, neat, and orderly condition. Construction related debris including, but not limited to: used motor oil, oil cans, grease cartridges, and refuse, shall be removed promptly from the site and disposed of in a lawful manner off National Forest System lands. Fees for the use of landfills or transfer stations shall be paid for by the Contractor if there is a charge.
15. Contractor shall avoid interference with the operations of other contractors or projects in the area.
Technical Requirements
1. Task 1: Dolly Copp Picnic Area Bathhouse Improvements
a. Remove the existing shingles, vapor barrier and any damaged roof sheathing; and properly dispose of them in accordance with Federal, State and local regulations. Selected roof sheathing removal will be done only on very damaged areas where won’t be feasible to install the new roofing system and shall not exceed 5% of the total roof area. To replace any section of the roof decking, new T&G Roof Sheathing Plywood shall be used. The roof section that covers the entrance landings will be extended one foot away from building.
b. Install new Grace Tri-Flex 30 or equal vapor barrier to cover the roof in its entirety, (approx. 600 SF). Install new Grace Ice & Water Shield or equal, 3 feet minimum from the edge of the roof decking. Install new Architectural Asphalt Roof Shingles, same color of the existing ones, (approx. 600 SF), after installing the Ice & Water shield and the vapor barrier. The 600 SF includes the one-foot extension.
c. Placing ¾ minus gravel on the existing gravel pathways from the picnic area parking lot to the toilet building. The pathway will be three feet wide and four inches thick. The approximate total length of the path is 200 feet. The gravel paths have to provide a smooth transition to the parking lot and the landings of the toilet building. 90% compaction. The pathway must be ADA compliant.
d. Raise the elevation of the current landings at the entrances of the toilet building to make it flush with the existing floor elevation. One new 6’ x 5’6” concrete landing (women’s bathroom), and a 10’x5’6” landing (men’s bathroom), will be built. The compressing strength of the mix will be 3,000 psi and rebar tensile strength will be grade 60. Broom finish.
i.
e. The landings have roof and screen walls protecting the building entrances from the weather. New screen walls will be built using pressure treated lumber equal or similar to Severe Weather. The wood configuration and sizes will be the same as the existing one. All new screen walls will be six feet high. The screen walls perpendicular to the building will be five feet long and the screen walls parallel to the entrance doors will be six feet long for the women’s bathroom and 10 feet long for the men’s bathroom.
i. Women bathroom large screen
ii. Women bathroom small screen
iii. Men bathroom long screen
iv. men bathroom short screen
2. Task 2: Dolly Copp Garage Improvements
a. Remove and dispose the existing garage doors (4) and all associated hardware. Install four new garage doors equal or similar to Vermont - Craftsman Style Custom Wood Garage Door by Lux Garage Doors or fabricated to match existing ones.
i. Handcrafted construction 4-5 Layers (2-3/4" Thick)
ii. Optional decorative hardware
iii. Wood Species: Paint Grade
iv. Wood Type: Paint-grade
v. Wood Color: white
vi. Glass Type: Single Pane Clear (1/8" Thick)
vii. Custom Capabilities: Size, Glass
viii. Warranty: All Lux Custom Wood Garage Door Series including their hardware are warranted for 1-year.
ix. Energy-efficient insulation which is applied using Polystyrene Insulation in the back of the wood panel
x. Packaging: Loose
xi. Track and Hardware Details:
xii. Spring Type: Torsion, Oil Spring
xiii. Track Size: 2" Flag & Jamb Bracket Jambs
xiv. Track Mount: Bracket
xv. Track Lift: Standard (High Lift or Low-Lift available)
xvi. Track Radius: 12" or 15"
xvii. Packaging: Loose
xviii. Rollers: Heavy-duty steel ball bearing rollers with nylon tires provide quiet operation
xix. No lock hole
b. Remove and dispose 13 double windows and replace them with new windows equal or similar to JELD-WEN W-2500 Series White Painted Clad Wood Double Hung Window w/ Natural Interior and Screen
i. Dimensions
1. Grid Width (in.): 7/8
2. Jamb Depth (in.): 4.5625
3. Product Depth (in.): 4.5625 in
4. Rough Opening Height (In.): 54 in
5. Rough Opening Width (In.): 66 in
ii. Details
1. Exterior Color/ Finish: White
2. Features Argon Gas Insulated,Egress,Insect Screen,Integrated Nail Fin,Paintable/Stainable
3. Frame Material: Wood Clad
4. Frame TypeNail: Fin
5. Glass Type Energy Efficient Glass,Insulating Glazing Units,Low-E Glass
6. Glazing Type: Double-Pane
7. Grid Pattern: Colonial
8. Grille Type: Grille Between Glass
9. Hardware Color/Finish Family: Bronze
10. Included Grid,Screen
11. Interior Color/Finish Family: Unfinished Wood
12. Lock Type: Cam Action
13. Number of Grids: 3 Wide 2 High
14. Number of Locks: 1
15. Solar Heat Gain Coefficient: 0.19
16. U-Factor: 0.25
c. Remove and disposed the chimney in accordance the local, state and federal regulations.
d. Remove and dispose the existing gutter and replace with new Galvalume K style gutter, 5” x 26ga, white. 150 linear feet of gutter are needed.
Submittals and Notifications
In addition to submittal of permits, bonds, and other forms required under the contract provisions; below is summary of key submittals and timeline. Contractor shall refer to and adhere to applicable submittals and certifications noted in the Plans and Specifications for complete requirements.
Notification Schedule:
The following events require an advance written notification to the COR. Notifications may be faxed, mailed, emailed, or hand delivered.
| EVENT |
| PRIOR NOTICE REQUIRED |
| Change in Schedule |
| As soon as identified |
| Change in on-site superintendent |
| Min. 7 days prior to change in personnel |
| Change in Subcontractors or Suppliers |
| As soon as identified. Requires COR approval. |
| Intent to close site or alter public traffic |
| 14 days |
| Intent to mobilize or to suspend |
| 14 days |
| Intent to dewater or impact streams |
| 14 days |
| Intent to start excavation |
| After COR approval |
| Intent to demolish building |
| 21 days |
| Intent to deliver structural components |
| 14 days |
| Intent to place structure or backfill against structure (including laying pipe/utilities) |
| After COR inspection and approval |
| Intent to install incidental or ancillary items |
| As progressing |
| Intent to close building or shut off utilities |
| 48 hours |
| Switching old to new utilities |
| 48 hours |
| Observance of any potential conflict affecting health, safety, or public welfare |
| ASAP |
Submittal Schedule:
| ITEM |
| TIMELINE |
| Contractor’s Safety Plan and Traffic Control Plan |
| Upon Issuance of Notice to Proceed |
| Contractor’s Spill Prevention ,Control, and Countermeasures Plan |
| Upon Issuance of Notice to Proceed |
| List of Subcontractors and Suppliers* |
| Upon Issuance of Notice to Proceed |
| Contractor’s Quality-Control Plan |
| Upon Issuance of Notice to Proceed |
| List of Emergency contact names, numbers and title of personnel. |
| 2 weeks before mobilization |
| Manufacturer’s Fabrication Drawings and Design Calculations |
| 21 days prior to production |
| Product Data Sheets |
| 21 days prior to production |
| Construction Schedule |
| 2 weeks before mobilization |
| Designation of Contractor’s on-site superintendent |
| 2 weeks before mobilization |
| Aggregate and stone screen reports |
| Prior to hauling and placement |
| Delivery load slips; such as aggregate, borrow, concrete, and asphalt |
| Upon Delivery |
Manufacturing test results and Material Production certifications As required in Specifications
| Quality control in-place test results |
| As required |
| Manufacturer’s instructions, Warranty Information, and Supplemental Data |
| 14 days prior to placement |
| As-built Drawings |
| Upon Completion |
| Proper Invoices |
| As agreed upon with CO |
| Progress certifications and quantity measurements |
| With Invoices |
| Certificates of Payment |
| With Invoices |
| Certified Payroll Reports |
| With Invoices |
* "List of Subs & Suppliers" assumes that an Item which meets Specifications as written is supplied. Evaluation of product substitution requires review and approval by the CO/COR, and may require longer schedule.
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