Attachment_J-2_Specifications.docx

Solicitation: 1284N819R0001 Project: Flaming Gorge Ranger District Office Addition Location: Flaming Gorge Ranger District – Ashley National Forest

Attachment: J-2 Specifications

Section C - Description/Specifications/Statement of Work

GENERAL SPECIFICATIONS

FLAMING GORGE RANGER DISTRICT OFFICE REMODEL

(Final – 11/16/2018)

SCOPE OF CONTRACT

This project consists of constructing an office addition of approximately 3225 square feet to the existing Flaming Gorge Ranger District office. The facility is located in Manila, Utah on property owned by the Ashley National Forest. The project includes some site demolition, disposal and preparation for new construction. There is minor selective building demolition of a concrete stair, railing and siding on the existing building. The contract includes the construction of an addition to the west that will be connected by a breezeway and planter between the existing building and building addition. The additional office space houses a new conference room, break area, open office areas, two single offices, hallways, bathrooms, mechanical room, and telecom room. The project includes installation of HVAC systems, toilets, urinal, drinking fountain, sinks, lavatories piping, electrical panels, wiring, lighting, outlets, and telecommunications. Exterior work includes the construction of a new concrete entry, landscaping, irrigation, and exterior site elements as shown in the drawings and specifications.

The project includes the following base bid items and bid option items as shown in the Schedule of Items:

Base Bid:

Mobilization and Bond District Office Addition: Lump Sum, but include a Schedule of Values for the bid (Items further described under specification Section 000501: All building addition work within 10’ of perimeter) Division 1: General Requirements Division 2: Existing Conditions Division 3: Concrete Division 5: Metals Division 6: Wood and Plastics and Composites Division 7: Thermal and Moisture Protection Division 8: Openings Division 9: Finishes Division 10: Specialties Division 11 and 12: Equipment and Furnishings Division 22: Plumbing Division 23: Heating Ventilation and Air conditioning Division 26, 27, 28: Electrical, Communications and Security Divisions 31,32: Earthwork and Exterior Improvements Steel planter boxes Electrical service and feeder to Panel D Electrical Parking Lot Lighting and Damaged Com Cable Bid Option – A:

Site Furnishings (picnic tables) (2) Site Furnishings (bike rack) Landscape Irrigation system Exterior Plants, Boulder Placement, Planting media Landscape stone, weed barrier, steel edging Bid Option – B (Civil)Asphalt Parking Lot Concrete sidewalk, hardscape, curb, gutter

PROJECT LOCATION

The Project Site is located on USDA Forest Service property at the address of 25 West Hwy 43, Manila, UT 84046. Located in Daggett County.

SITE INFORMATION AND LIMITATIONS

The following site conditions are considered incidental to the contract and the contractor will not be paid directly for any of the following items:

The areas of the office building shall remain open during the construction. The contractor shall be responsible for constructing a temporary barrier between the areas of the building to remain and the new construction. The Contractor will be responsible for signing and limiting public access to construction areas.

The Contractor shall not disrupt existing utility service (water, power, telecom, sewer, etc.) to and within the existing building without coordination and approval from the Contracting Officer’s Representative.

Water is available at the site for construction purposes.

Electrical power is available at the site for construction purposes. The Contractor will be responsible for coordinating modifications to existing power to allow for his use.

Other utilities are not available at the site for construction purposes.

The Contractor shall provide temporary toilet facilities (porta-potty) at the site during all construction work. Toilet facilities shall be provided at a rate of one stool for every 10 workers assigned or working on site with a minimum of one required. The contractor will not be allowed to utilize the toilet facilities available within the government facilities.

TRAFFIC CONTROL AND CONSTRUCTION SIGNING

No work that endangers, interferes, or conflicts with traffic or access to work sites shall be performed until a plan for satisfactory warning and handling of traffic has been submitted by the contractor and approved by the CO and Local Transportation Authority. Construction signing for traffic control shall conform to the Manual of Uniform Traffic Control Devices (MUTCD). All traffic control signs will be placed in areas adequate for a truck pulling a fifth wheel trailer to be turned around. Contractor shall not be paid directly for this item, rather it will be considered incidental to other items of work listed in the Schedule of Items.

Signing and barricades shall be adequate enough to protect Forest Service employees and public during all phases of construction.

WORK CAMPS, STAGING AND STORAGE AREAS

Areas for staging operations and storage of materials shall be approved by the CO. The Contractor must request in writing for approval from the CO to stage trailers (work or housing) on site. Overnight camping on site will not be allowed.

Confine storage of materials and equipment as approved by the Contracting Officer.

Contractor shall maintain access to the facilities for Forest Service contracting personnel.

INSPECTION OF WORKSITE

The contractor acknowledges they have taken the necessary steps to ascertain the nature and location of work, and have investigated and satisfied themselves as to the general and local conditions that can affect the work or its cost. Any failure of the contractor to take the actions described and acknowledged in this paragraph will not relieve the Contractor from the responsibility of estimating properly the difficulty and cost of successfully performing the work, or for proceeding to successfully perform the work without additional expenses to the government.

START DATE

April 2019

CONTRACT TIME

270 Calendar Days

SPECIFICATIONS

The following specifications are attached. Some sections in the schedule of items refer to other sections not listed and are subsidiary to, or are included in payment for other pay items in this contract. These items are considered incidental and no additional compensation will be made.

Section 000501 - District Office Addition Section 010250 - Construction Staking Section 011250 - Measurement And Payment With Asphalt Section 011900 - Mobilization Section 013300 - Submittal Procedures Section 014100 - Quality Control Section 023701 - Sediment And Erosion Control Measures Section 024100 - Waste Material Disposal Section 033000 - Cast-In-Place Concrete Section 033510 - Polished Concrete Finishing Section 033545 - Concrete Sidewalks And Curb & Gutters Section 051200 - Structural Steel Framing Section 055000- Metal Fabrications Section 061000 - Rough Carpentry Section 061500 – Tongue and Groove Wood Ceiling and Soffits Section 061600 - Sheathing Section 064023 - Interior Architectural Woodwork Section 071113 - Bituminous Dampproofing Section 072100 - Thermal Insulation Section 074113.16 - Standing-Seam Metal Roof Panels Section 074213.13 - Metall Wall Panels Section 074570 - Cementitious Panels Section 076200 - Sheet Metal Flashing And Trim Section 079200 - Joint Sealants Section 081111 – Hollow Metal Frames Section 081416 - Flush Wood Doors Section 082143 - Out-Swing Entry Doors Section 083113 - Access Doors And Frames Section 084113 – Aluminum Storefornt Section 085200 - Aluminum Clad Wood Windows Section 087100 - Door Hardware Section 088000 - Glazing Section 092900 - Gypsum Board Section 093000 - Tiling Section 096810 - Carpet Tile

Section 097700 - Special Wall Finishes Section 099120 - Painting Section 099300 - Staining And Transparent Finishing Section 099600 - High-Performance Coatings Section 101400 - Exterior Signs Section 101401 - Building Interior Signage Section 101550 - Toilet Compartments Section 102239 - Folding Panel Partitions Section 102800 - Toilet And Bath Accessories Section 105201 - Fire-Protection Specialties Section 113100 - Appliances Section 122113 - Roller Window Shades Section 124813 - Entrance Floor Mats And Frames Section 129300 - Site Furnishings Section 220517 - Sleeves And Sleeve Seals For Plumbing Piping Section 220519 - Meters And Gages For Plumbing Piping Section 220529 - Hangers And Supports For Plumbing Piping And Equipment Section 220553 - Identification For Plumbing Piping And Equipment Section 220719 - Plumbing Piping Insulation Section 221100 - Water Distribution Systems Section 221102 - Curb Valves And Boxes Section 221116 - Domestic Water Piping Section 221119 - Domestic Water Piping Specialties Section 221123 - Domestic Water Pumps Section 221300 - Onsite Wastewater Treatment Systems Section 221316 - Sanitary Waste And Vent Piping Section 221319 - Sanitary Waste Piping Specialties Section 223400 - Fuel-Fired, Domestic-Water Heaters Section 224100 - Residential Plumbing Fixtures Section 224213.13 - Commercial Water Closets Section 224213.16 - Commercial Urinals Section 224216.13 - Commercial Lavatories Section 224216.16 - Commercial Sinks Section 224716 - Pressure Water Coolers Section 230517 - Sleeves And Sleeve Seals For Hvac Piping Section 230519 - Meters And Gages For Hvac Piping Section 230529 - Hangers And Supports For Hvac Piping And Equipment Section 230548 - Vibration And Seismic Controls For Hvac Section 230553 - Identification For Hvac Piping And Equipment Section 230593 - Testing, Adjusting, And Balancing For Hvac Section 230713 - Duct Insulation Section 230719 - Hvac Piping Insulation Section 231126 - Facility Liquefied-Petroleum Gas Piping Section 232300 - Refrigerant Piping Section 233113 - Metal Ducts Section 233300 - Air Duct Accessories Section 233713.13 - Air Diffusers Section 233713.23 - Air Registers And Grilles Section 235416.13 - Gas-Fired Furnaces Section 236313 - Air-Cooled Refrigerant Condensers Section 238216.13 - Refrigerant Air Coils Section 260500 - Common Work Results For Electrical Section 260519 - Low-Voltage Electrical Power Conductors And Cables Section 260526 - Grounding And Bonding For Electrical Systems Section 260533 - Raceways And Boxes For Electrical Systems Section 260553 - Identification For Electrical Systems Section 260923 - Lighting Control Devices Section 262726 - Wiring Devices Section 265100 - Lighting Section 270500 - Common Work Results For Communications Section 270526 - Grounding And Bonding For Communications Systems Section 270528 - Pathways For Communications Systems Section 270536 - Cable Trays For Communications Systems Section 271100 - Communications Equipment Room Fittings Section 271200 - Communications Copper Network Cabling Section 311000 - Clearing And Grubbing Section 312000 - Earthwork Section 312010 - Select Borrow Section 312100 - Project Site Preparation And Grading Section 312225 - Excavation & Embankment Section 321200 - Hot-Mix Asphalt Paving Section 321204 - Crushed Aggregate Base Or Surface Course Section 322640 - Pavement Marking Section 322705 - Pavement Sawing Section 328000 - Irrigation System Section 329220 - Drainage Structure Section 329310 - Exterior Plants, Landscape Boulders And Topsoil Section 329400 - Landscape Stone, Wood Mulch, Weed Barrier & Landscape Edging

END OF SECTION C

NOVEMBER 2018

SECTION C - DESCRIPTION/SPECIFICATIONS/STATEMENT OF WORK 000001-1

USDA FOREST SERVICE, R4

FLAMING GORGE RANGER DISTRICT ADDITION

SECTION 000501 - DISTRICT OFFICE ADDITION

1. GENERAL

SUMMARY

This work includes the construction of the District Office Building Addition

REFERENCE SPECIFICATIONS

The publications listed below form a part of this specification to the extent referenced. The publications are referred to in the text by the basic designation only.

2015 International Building Code 2015 International Residential Code 2015 International Plumbing Code 2015 International Mechanical Code 2015 International Fuel Gas Code 2015 International Energy Conservation Code 2015 International Urban-Wildland Interface Code 2017 National Electrical Code 2013 National Fire Protection Association Standards 13R and 13D.

2004 Americans with Disabilities Act/Architectural Barriers Act Guidelines (ADA/ABAG) (http://www.access-board.gov/adaag/html/adaag.htm)

MEASUREMENT AND PAYMENT

DISTRICT OFFICE ADDITION - Measurement and Payment shall be Lump Sum Quantity (LSQ) as shown in the Schedule of Items for the addition constructed and completed ready for use. Measurement shall include all work items within 10 feet of the foundation line (including utilities within those limits). This pay item does not include the additional items listed in other bid items. Payment shall include the entrance concrete landings shown on plans and the planter attached to and next to the building connection. Payment shall include perimeter drainage rock. Payment shall include the full mechanical system outside the 10 feet.

Schedule of Values. The Contractor shall submit to the Government with the bid an initial Schedule of Values for the Work, allocating values as the contractor understands the work among all categories or portions of the Work to provide a complete and functional facility. The contractor shall include all work within 10’ of the building foundation perimeter. The Schedule of Values shall be prepared in such form and supported by data to substantiate its accuracy to the extent as the Government may require, and shall be based upon the latest cost information available to Contractor.

The Lump sum bid shall be broken out by CSI Specification Divisions as follows:

Division 01: General Conditions Division 02: Existing Conditions Division 03: Concrete Division 05: Metals Division 06: Wood, Plastics and Composites Division 07: Thermal and Moisture Protection Division 08: Openings Division 09: Finishes Division 10: Specialties Division 11 and 12: Equipment and Furnishings Division 22: Plumbing Division 23: Heating, Ventilation and Air Conditioning Division 26, 27, 28: Electrical, Communications and Security Division 31 and 32: Earthwork and Exterior Improvements By way of example and not by limitation, the Schedule of Values should include and delineate: the installation costs for all procured materials and equipment, so that logical and realistic cost breakdowns are established and set forth for all facilities, phases, areas, trade disciplines, utility and electrical systems and major components thereof. If large discrepancies exist between the bid and the Government estimate, further detail will be required for negotiation. The Government accepted Schedule of Values shall be used as a basis for the Contractors Applications for Progress Payments.

STEEL PLANTER BOXES - Measurement and Payment shall be Lump Sum Quantity (LSQ) as shown in the Schedule of Items for the weathering steel planter boxes shown on the landscape plans constructed and completed ready for use. This pay item does not include the plants and planting media or irrigation which is listed in other optional bid items.

RELATED WORK

The work for the building line item shall be in accordance with the following specifications. The subsidiary specifications are referred to in the text by the Section designation only.

DIVISION 01 GENERAL REQUIREMENTS

SECTION 010250- CONSTRUCTION STAKING

SECTION 011250 – MEASUREMENT AND PAYMENT WITH ASPHALT

SECTION 013300 - SUBMITTAL PROCEDURES

SECTION 014100 – QUALITY CONTROL

DIVISION 02 EXISTING CONDITIONS

SECTION 024100- SEDIMENTATION AND ERROSION CONTROL

SECTION 024100 - WASTE MATERIAL DISPOSAL

DIVISION 03 CONCRETE

SECTION 033000 – CAST-IN-PLACE CONCRETE

SECTION 033510 – POLISHED CONCRETE FINISHING

DIVISION 04 - Not Used

DIVISION 05 METALS

SECTION 051200 – STRUCTURAL STEEL FRAMING

SECTION 055000- METAL FABRICATIONS

DIVISION 06 WOOD, PLASTICS & COMPOSITES

SECTION 061000 – ROUGH CARPENTRY

SECTION 061500 – TONGUE AND GROOVE WOOD CEILING AND SOFFIT

SECTION 061600 – SHEATHING

SECTION 064023 – INTERIOR ARCHITECTURAL WOODWORK

DIVISION 07 THERMAL & MOISTURE PROTECTION

SECTION 071113 – BITUMINOUS DAMPROOFING

SECTION 072100 – THERMAL INSULATION

SECTION 074113.16 – STANDING SEAM METAL ROOF PANELS

SECTION 074213.13 – METAL WALL PANELS

SECTION 074570- CEMENTITOUS PANELS

SECTION 076200 – SHEET METAL FLASHING & TRIM

SECTION 079200 – JOINT SEALANTS

DIVISION 08 OPENINGS

SECTION 081111 –HOLLOW METAL FRAMES

SECTION 081416 – FLUSH WOOD DOORS

SECTION 082143 –ENTRY DOORS

SECTION 083113 – ACCESS DOORS AND FRAMES

SECTION 084113 – ALUMINUM STOREFRONT

SECTION 085200 – ALUMINUM CLAD WOOD WINDOWS

SECTION 087100 – DOOR HARDWARE

SECTION 088000 – GLAZING

DIVISION 09 FINISHES

SECTION 092500 – GYPSUM BOARD

SECTION 093000 – TILING

SECTION 096810 – CARPET TILE

SECTION 096400 – WOOD FLOORING

SECTION 096513- RESILIEN TBASE AND ACCESSORIES

SECTION 097700 – SPECIAL WALL FINISHES

SECTION 099123 – PAINTING

SECTION 099300 – STAINING & TRANSPARENT FINISHING

SECTION 099600 – HIGH PERFORMANCE COATINGS

DIVISION 10 SPECIALTIES

SECTION 101401 – BUILDING INTERIOR SIGNAGE

SECTION 101550 – TOILET COMPARTMENTS

SECTION 102239 – FOLDING PANEL PARTITIONS

SECTION 102800 – TOILET, BATH & LAUNDRY ACCESSORIES

SECTION 105201 – FIRE PROTECTION SPECIALTIES

DIVISION 11– EQUIPMENT

SECTION 113100 – APPLIANCES

DIVISION 12 FURNISHINGS

SECTION 122113 –ROLLER WINDOW SHADES

SECTION 124813 – ENTRANCE FLOOR MATS AND FRAMES

DIVISION 13 THROUGH 21 – Not Used

DIVISION 22 PLUMBING

SECTION 220517 – SLEEVES & SLEEVE SYSTEMS FOR PLUMBING PIPING

SECTION 220519 - METERS AND GAGES FOR PLUMBING PIPING

SECTION 220529 – HANGERS & SUPPORTS FOR PLUMBING PIPING & EQUIPMENT

SECTION 220553 – IDENTIFICATION FOR PLUMBING PIPING & EQUIPMENT

SECTION 220719 – PLUMBING PIPING INSULATION

SECTION 221100 – WATER DISTRIBUTION SYSTEMS

SECTION 221116 – DOMESTIC WATER PIPING

SECTION 221119 – DOMESTIC WATER PIPING SPECIALTIES

SECTION 221316 – SANITARY WASTE & VENT PIPING

SECTION 221319 – SANITARY WASTE PIPING SPECIALTIES

SECTION 223400 – FUEL-FIRED DOMESTIC WATER HEATERS

SECTION 224100 – RESIDENTIAL PLUMBING FIXTURES

SECTION 224213.13 – COMMERCIAL WATER CLOSETS

SECTION 224213.16 – COMMERCIAL URINALS

SECTION 224216.13 – COMMERCIAL LAVATORIES

SECTION 224217.16 – COMMERCIAL SINKS

SECTION 224716 – PRESSURE WATER COOLERS

DIVISION 23 HEATING VENTILATING AND AIR CONDITIONING

SECTION 230517 - SLEEVES AND SLEEVE SEALS FOR HVAC PIPING

SECTION 230519 - METERS AND GAGES FOR HVAC PIPING

SECTION 230529 - HANGERS AND SUPPORTS FOR HVAC PIPING AND EQUIPMENT

SECTION 230548 - VIBRATION AND SEISMIC CONTROLS FOR HVAC

SECTION 230553 - IDENTIFICATION FOR HVAC PIPING AND EQUIPMENT

SECTION 230593 - TESTING, ADJUSTING, AND BALANCING FOR HVAC

SECTION 230713 - DUCT INSULATION

SECTION 230719 - HVAC PIPING INSULATION

SECTION 231126 – FACILITY LIQUIFIED-PETROLEUM GAS PIPING

SECTION 232300 – REFRIGERANT PIPING

SECTION 233113 - METAL DUCTS

SECTION 233300 - AIR DUCT ACCESSORIES

SECTION 233713.13 – AIR DIFFUSERS

SECTION 233713.23 - AIR REGISTERS AND GRILLES

SECTION 235416.13 – GAS FIRED FURNACES

SECTION 236313 – AIR-COOLED REFRIGERANT CONDENSERS

SECTION 238216.13 – REFRIGERANT AIR COILS

DIVISION 26 ELECTRICAL

SECTION 260500 - COMMON WORK RESULTS FOR ELECTRICAL

SECTION 260519 - LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES

SECTION 260526 - GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS

SECTION 260533 - RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS

SECTION 260553 - IDENTIFICATION FOR ELECTRICAL SYSTEMS

SECTION 260923 – LIGHTING CONTROL SYSTEMS

SECTION 262726 - WIRING DEVICES

SECTION 265100 – INTERIOR LIGHTING

DIVISION 27 COMMUNICATIONS

SECTION 270500 - COMMON WORK RESULTS FOR COMMUNICATIONS

SECTION 270526 - GROUNDING AND BONDING FOR COMMUNICATIONS SYSTEMS

SECTION 270528 - PATHWAYS FOR COMMUNICATIONS SYSTEMS

SECTION 270536 - CABLE TRAYS FOR COMMUNICATIONS SYSTEMS

SECTION 271100 - COMMUNICATIONS EQUIPMENT ROOM FITTINGS

SECTION 271200 – COMMUNICATIONS COPPER NETWORK CABLING

DIVISION 28 NOT USED

DIVISION 31 EARTHWORK

SECTION 311000 - CLEARING AND GRUBBING

SECTION 311010 - SITE CLEARING

SECTION 312000 – EARTHWORK

SECTION 312100 – PROJECT PREPARATION AND GRADING

SECTION 312225 - EXCAVATION & EMBANKMENT

DIVISION 32 EXTERIOR IMPROVEMENTS

SECTION 321204 - CRUSHED AGGREGATE BASE OR SURFACE COURSE

SECTION 329400 – LANDSCAPE STONE, WOOD MULCH, WEED BARRIER & STEEL EDGING

DIVISION 33 UTILITIES

PRODUCTS - Not Applicable

EXECUTION

GENERAL

Work shall be completed in accordance with the contract drawings and specifications.

END OF SECTION 000501

NOVEMBER 2018

DISTRICT OFFICE ADDITION 000501-10

USDA FOREST SERVICE, R4

FLAMING GORGE RANGER DISTRICT ADDITION

SECTION 010250 - CONSTRUCTION STAKING

1. GENERAL

SUMMARY

This work shall consist of the construction staking of roads, parking lots, sidewalks, culverts, buildings, and utilities in accordance with the Drawings and Specifications. The work includes the furnishing of all labor, equipment, instruments, materials, transportation and other incidentals necessary to complete the construction staking in accordance with these specifications and acceptable engineering practice.

QUALITY CONTROL

Construction staking shall be accomplished under the direction of a Civil Engineer, Engineering Technician, or Land Surveyor closely associated and familiar with construction staking; periodic visits to the project site are required.

MEASUREMENT AND PAYMENT

Measurement shall be lump sum for surveying and staking the project through all phases of construction.

PRODUCTS

GOVERNMENT-FURNISHED SURVEY CONTROL SHEETS

The Government will provide the contractor with a set of survey control sheets showing horizontal and vertical control for site to be staked. The Government will provide the Contractor with layout information on the drawings that will include:

Control Points - Northing, Easting, Existing Elevations.

Parking Areas - Northing, Easting, and Finish Elevations centerline and edge of roads, parking areas at: grade breaks, PC, PT, and intersections.

Buildings and Other Structures - Northing, Easting, and Finish Elevations for corners of buildings, other structures (septic tanks, fencing, etc).

Utility Lines - Northing, Easting, and Existing Ground Elevations for centerline of utilities (Water Line, Sewer Line, Electrical Lines).

STAKES

Identification stakes and hubs shall be of sufficient length and width to provide and solid set in the ground and to provide space for marking above ground when applicable. Other dimensions and materials may be used, such as steel reinforcing bars, wire flagging and markers, and metal pins, if approved in writing by the Contracting Officer (CO). The top 2 inches of all slope, guard, reference, clearing, and structure stakes shall be painted or marked with plastic flagging. Colors used on stakes or for flagging shall be as follows:

Roads, parking lots, -Orange Waterlines, utilities, and culverts -Blue Buildings, excavation and grading -Yellow

SURVEY NOTE PAPER AND BOOKS

Paper for survey notes shall be moisture-resistant paper. Notes shall be contained in books with covers that will protect the contents and retain the pages in numerical sequence during field use. Field notebooks or note paper shall be furnished by the contractor.

EXECUTION

GENERAL

The Contractor shall be required to provide all necessary staking and control for all phases of construction. The contractor shall use the data and information shown on the project drawings to establish the location of all facilities to be constructed under this contract. The Contractor may choose any method of establishing horizontal and vertical controls provided the following minimum precision and accuracy requirements are met.

Accuracy requirements:

Minimum position close; 1/1000 Vertical closure: 0.05 ft (vertical)/station (100 feet horizontal) Cross section and slope stake precision:

Allowable deviation of cross section line projection from a true perpendicular to tangents, a true bisector of angle points, or a true radius of curves: +/-3 degrees.

Cross section topography measurements shall be taken so that variations in ground form a straight line connecting the cross section points will not exceed: 1.0 ft.

Horizontal and vertical accuracy for slope stake, slope stake references, and clearing limits. In feet or percentage of horizontal distance measured form centerline or reference stake, whichever is greater. Slope reference stakes and slope stakes: 0.15 ft or 0.6%. Clearing limits: 1.0 ft.

ESTABLISHING AND REFERENCING IMPROVEMENT LOCATIONS

Access Roads, Parking Spurs, and Parking lots:

Slope stakes (cut and fill catch points), clearing limits, and slope stake references shall be established on both sides of the centerline at each station established. Slope stakes and slope stake references shall be located on a line at right angles to tangents and on radial lines or curves. Slope stake catch points shall be located by using the grading plans and/or profiles, typical road section templates, as shown on the drawings and the information provided with staking points.

Slope stakes shall be set at 50-foot intervals, at significant breaks in the ground profile, culvert locations, and widening transition points. Slope stakes shall be set at 25 foot intervals around curves having a radius less than 100 feet.

Culverts Slope stakes and slope reference stakes shall be set at all culvert locations. A culvert reference stake and hub shall be set on the centerline of the culvert 10 feet from each end or beyond the clearing limit, whichever is greater. The following shall be recorded on these stakes:

The actual field measured length The vertical and horizontal distance from hubs to the invert at the ends of the culvert.

Waterline, Sewerline, & other Utilities Waterline, Sewerline, & other Utilities shall be staked at the locations shown on the drawings with the specified minimum burial depth. Waterline and sewerline elevations shall be accurately staked to provide for drainage as indicated on the drawings. Grade stakes shall be established as necessary to provide the control for the construction work.

Buildings Slope stakes and slope stake references shall be established at each corner and as necessary to provide adequate construction control.

DISCREPANCIES

The contractor shall compare the staked centerline horizontal and vertical alignment with the design data. Differences between previously recorded and observed elevations of bench marks shall be referred to the Contracting Officer. Differences in centerline profile elevations exceeding 1 foot at any two or more consecutive points shall be reported to the contracting Officer for evaluation and possible revision. Staking of these areas shall be deferred until the Contacting Officer resolves these differences.

VERTICAL CONTROL

Vertical control for construction shall be as referenced on the Drawings.

MARKING STAKES

All stakes shall be legibly marked, in the format agreed upon with the Contracting Officer, with a stake pencil that leaves an imprinted or with waterproof ink. Marking shall conform to the nomenclature below;

SURVEY NOTES

All survey data shall be neatly recorded in survey books. All survey notes shall become the property of the Forest Service. Errors shall be deleted by lining out. Date, crew names and positions, instrumentation, and weather shall be recorded in the notes at the beginning of each day’s work. The party chief shall sign or initial each page of the notes immediately after the last entry for each day’s work.

Electronically recorded survey notes shall be consecutively numbered and headed to identify the contents. The notes shall be supported and accompanied by a bound book that records the project name and for each day identifies date, crew names and positions, instrumentation, weather, type of survey, stationing of sections between which survey was performed, and survey data or sketched that cannot be electronically recorded. The party chief shall sign or initial the electronically recorded notes and Day Book immediately after the last entry for each day’s work.

END OF SECTION 010250

NOVEMBER 2018

CONSTRUCTION STAKING 010250-3

USDA FOREST SERVICE, R4

FLAMING GORGE RANGER DISTRICT ADDITION

SECTION 011250 - MEASUREMENT AND PAYMENT WITH ASPHALT

1. GENERAL

SUMMARY

Measurement and payment for contract work will be made only for and under those pay items included in the Schedule of Items. All other work, labor, materials, equipment, and incidentals necessary to successfully complete the project will be considered as included in the payment for items shown. This section defines the method of measurements and basis of payment for work items listed in the Schedule of Items.

When more than one class, size, type, thickness, etc. is specified in the Schedule of Items for any pay item, suffixes will be added to the item number to differentiate between the pay items.

DETERMINATION OF QUANTITIES

The following measurements and calculations shall be used to determine contract quantities for payment.

For Structures, they shall be measured according to neat lines shown on the drawings or as altered by the CO, in writing, to fit field conditions.

For standard manufactured items (such as fence, wire, plates, rolled shapes, pipe conduits) identified by gauge, weight, section dimensions, and so forth, such identifications shall be considered the nominal weights or dimensions. Unless controlled by tolerances in cited specifications, manufacturer's tolerances shall be accepted.

UNITS OF MEASUREMENT

Payment shall be by units defined and determined according to U.S. Standard measure and by the following:

Each (EA): One complete unit, which may consist of one or more parts.

Lump Sum (LS): One complete unit.

METHOD OF MEASUREMENT

One of the following methods of measurement for determining final payment is designated on the Schedule of Items for each pay item:

ACTUAL QUANTITIES (AQ) - These quantities are determined from actual measurements of completed work.

LUMP SUM QUANTITIES (LSQ) - These quantities denote one complete unit of work as required by or described in the contract, including necessary materials, equipment, and labor to complete the job. They shall not be measured.

PRICE ADJUSTMENT (for Out-of-Specification Bituminous Materials) Bituminous materials are defined as all types and grades of asphalt cement, liquid asphalt, emulsified asphalt, and dust oil.

If bituminous material fails one or more test requirements, and the Contracting Officer determines it is in the public interest to accept the material at a reduced price, the price reduction shall be based on the test results giving the largest percent price adjustment. The contractor may remove and replace the defective material or accept the adjustment.

The price reduction shall apply to all pay items affected.

Price adjustment will be based on samples taken in duplicate in accordance with AASHTO T40 under the supervision of the Contracting Officer. Samples shall be sent to an authorized laboratory. The laboratory shall test one of each duplicate sample and retain the other. When any test result is not within the specification limits, the laboratory shall immediately notify the Contractor, the supplier, and the Contracting Officer. The Contractor, after notifying the Contracting Officer, may check test the retained sample.

If the retained sample tests satisfactorily, the material will be accepted. If the retained sample also fails, the following schedule of price adjustments shall apply. The average of test values for the two samples will determine the basis for price adjustment, except when test results on the samples differ by more than the applicable AASHTO or ASTM Repeatability Unit; then, the test result numerically nearest the specification requirement will be used. (A repeatability unit is defined as D2S or D2S% limit for single operator precision described in ASTM C670.)

The schedule of price adjustments shall not apply to the following tests:

Bituminous materials failing to meet specifications for these tests shall be removed and replaced.

See Table 011250-1 for the schedule of price adjustments for bituminous materials that do not meet specifications.

Table 011250-1

Schedule of Price Adjustments for Out-of-Specification Bituminous Materials.

Application Deviation from Specification Limit Measured in Reproducibility Units*.

* A reproducibility unit is defined as D2S or D2S% limit for multi-laboratory precision described in ASTM recommended practice C670.

The Sieve Test (AASHTO T59) results may be exempt from the Schedule of Price Adjustments provided the contractor's quality assurance program includes checking the uniformity of bituminous spread rates in increments no greater than 1 foot over the width of the spray bar and variation between increments is no greater than 5 percent.

PRODUCTS (NOT APPLICABLE)

EXECUTION (NOT APPLICABLE)

END OF SECTION 011250

November 2018

MEASUREMENT AND PAYMENT WITH ASPHALT 011250-2

USDA FOREST SERVICE, R4

FLAMING GORGE RANGER DISTRICT ADDITION

SECTION 011900 - MOBILIZATION

1. GENERAL

SUMMARY

This item is intended to compensate the Contractor for operations including, but not limited to, those necessary for the movement of personnel, equipment, supplies, and incidentals to the project site; for payment of premiums for bonds and insurance for the project; and for any other work and operations which must be performed or costs that must be incurred incident to the initiation of meaningful work at the site and for which payment is not otherwise provided for under the contract.

MEASUREMENT AND PAYMENT

The measurement shall be lump sum for mobilization. Payment shall be as follows:

Bond premiums will be reimbursed after receipt of the evidence of payment.

50% of the lump sum, not to exceed 5% of the original contract amount, will be paid following completion of 5% of the original contract amount not including mobilization and bond premiums.

Payment of the remaining portion of the lump sum, up to 10% of the original contract amount, will be paid following completion of 10% of the original contract amount not including mobilization and bond premiums.

Any portion of the lump sum in excess of 10% of the original contract amount will be paid after final acceptance.

Progress payments for mobilization and preparatory work shall be subject to retainage.

PRODUCTS (NOT USED)

EXECUTION (NOT USED)

END OF SECTION 011900

November 2018

MOBILIZATION 011900-1

USDA FOREST SERVICE, R4

FLAMING GORGE RANGER DISTRICT ADDITION

SECTION 013300 - SUBMITTAL PROCEDURES

1. GENERAL

SUMMARY

This Section includes administrative and procedural requirements for submitting Shop Drawings, Product Data, Samples, and other miscellaneous submittals. See Table 013300-1 for a summary of required submittals.

See other specification section within this package for additional requirements on submittal.

SUBMITTAL PROCEDURES

Coordination: Coordinate preparation and processing of submittals with performance of construction activities.

Coordinate transmittal of different types of submittals for related parts of the Work so processing will not be delayed because of need to review submittals concurrently for coordination.

The Contracting Officer (CO) reserves the right to withhold action on a submittal requiring coordination with other submittals until related submittals are received.

Processing Time: Allow enough time for submittal review, including time for re-submittals, as follows. Time for review shall commence on CO's receipt of submittal.

Initial Review: Allow 14 days for initial review of each submittal. Allow additional time if processing must be delayed to permit coordination with subsequent submittals. CO will advise Contractor when a submittal being processed must be delayed for coordination.

If intermediate submittal is necessary, process it in same manner as initial submittal.

Allow 14 days for processing each re-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.

Identification: Place a permanent label or title block on each submittal for identification.

Indicate name of firm or entity that prepared each submittal on label or title block.

Provide a space on label or beside title block to record Contractor's review and approval markings and action taken by CO.

Include the following information on label for processing and recording action taken:

Project name.

Date.

Name and address of Contractor.

Name of manufacturer.

Unique identifier, including revision number.

Number and title of appropriate Specification Section.

Drawing number and detail references, as appropriate.

If more than one item is shown on submittal sheet, identify item.

Deviations: Highlight, encircle, or otherwise identify deviations from the Contract Documents on submittals.

Additional Copies: Unless additional copies are required for final submittal, and unless CO observes noncompliance with provisions of the Contract Documents, initial submittal may serve as final submittal.

Use for Construction: Use only final submittals with mark indicating action taken by CO in connection with construction.

MEASUREMENT AND PAYMENT

No separate measurement and/or payment will be made for this section. Payment shall be included with work shown in the schedule of items.

PRODUCTS

ACTION SUBMITTALS – (Submittals requiring CO approval) General: Prepare and submit Action Submittals required by individual Specification Sections.

Number of Copies: Submit PDF copies of each submittal, unless otherwise indicated. CO will return two copies. Mark up and retain one returned copy as a Project Record Document.

Product Data: Collect information into a single submittal for each element of construction and type of product or equipment.

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.

Mark each copy of each submittal to show which products and options are applicable.

Include the following information, as applicable:

Manufacturer's written recommendations.

Manufacturer's product specifications.

Manufacturer's installation instructions.

Manufacturer's catalog cuts.

Wiring diagrams showing factory-installed wiring.

Compliance with recognized trade association standards.

Compliance with recognized testing agency standards.

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.

Preparation: Include the following information, as applicable:

Dimensions.

Identification of products.

Fabrication and installation drawings.

Roughing-in and setting diagrams.

Wiring diagrams showing field-installed wiring, including power, signal, and control wiring.

Notation of dimensions established by field measurement.

Wiring Diagrams: Differentiate between manufacturer-installed and field-installed wiring.

Contractor's Construction Schedule: The contractor shall submit a Construction Schedule, for approval by CO, in accordance with the contract provisions within 5 day of commencement of work.

Samples: Prepare physical units of materials or products, including the following:

Samples for Initial Selection: Submit manufacturer's color charts consisting of units or sections of units showing the full range of colors, textures, and patterns available.

INFORMATIONAL SUBMITTALS – (Submittals NOT requiring CO approval) General: Prepare and submit Informational Submittals required by other Specification Sections.

Number of Copies: Submit PDF copies of each submittal, unless otherwise indicated. CO will not return copies.

Certificates and Certifications: Certificates and certifications shall be signed by an officer or other individual authorized to sign documents on behalf of that entity.

Test and Inspection Reports: Comply with requirements in Section 014100 "Quality Control."

Material Test Reports: Prepare reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting test results of material for compliance with requirements.

Field Test Reports: Prepare reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting results of field tests performed either during installation of product or after product is installed in its final location, for compliance with requirements.

Maintenance Data: Prepare written and graphic instructions and procedures for operation and normal maintenance of products and equipment.

Manufacturer's Instructions: Prepare written or published information that documents manufacturer's recommendations, guidelines, and procedures for installing or operating a product or equipment. Include name of product and name, address, and telephone number of manufacturer.

EXECUTION

GENERAL

Review each submittal and check for compliance with the Contract Documents. Note corrections and field dimensions. Mark with approval stamp before submitting to CO.

Approval Stamp: Stamp each submittal with a uniform, approval stamp. Include Project name and location, submittal number, Specification Section title and number, name of reviewer, date of Contractor's approval, and statement certifying that submittal has been reviewed, checked, and approved for compliance with the Contract Documents.

CO will not review submittals that do not bear Contractor's approval stamp and will return them without action.

Submittals not required by the Contract Documents will not be reviewed and may be discarded.

Substitutions – Whenever materials, products, and equipment are listed by name or brand in the specifications and/or on the drawings, it is used as a measure of quality, utility, or standard. If the Contractor prefers to use any other brand or manufacturer of same quality, appearance and utility to that specified, he shall request substitution as provided below, not less than 30 days before the planned installation of the item. The Contracting Officer will approve or disapprove the request for substitution.

Requests for substitutions will only be considered if contractor submits the following:

Complete technical data including drawings, complete performance specifications, test data, samples and performance tests of the article proposed for substitution. Submit additional information if required by Contracting Officer. All items in the above information shall be circled, tagged, or marked in some way to indicate all deviations or differences which the proposed item differs from the originally specified item.

Similar data as above for item originally specified. All items shall be marked to identify where/how the proposed substitution will differ.

A statement by the Contractor that the proposed substitution is in full compliance with the contract documents, applicable codes, and laws.

The Contractor shall be responsible for any effect upon related work in the project for any substitution and shall pay any additional costs generated by any substitutions.

SUBMITTAL SCHEDULE – Submittals shall be made as required by and called for in the drawings and specifications. The following table is a summary of the required submittals for the project - the table is to assist the Contractor and may not be all inclusive – additional submittals may be required by specific specifications:

TABLE 013000-1