SUPPORT DOCUMENT B - PROJECT SPECIFICATIONS.pdf

SUPPORTING DOCUMENT – B

PROJECT SPECIFICATIONS

AG-0261-S-10-0075

REDFISH LAKE LIFT STATION

STANLEY RANGER STATION

SAWTOOTH NRA

366 Pages

(including this header page)

FINAL (6/25/2010)

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

Section C - Description/Specifications/Statement of Work

GENERAL SPECIFICATIONS

REDFISH LAKE SEWER SYSTEM IMPROVEMENTS

100% Final Submittal – (6/25/10)

1.1 SCOPE OF CONTRACT

A. This consists of reconstructing of the existing sewer system and restrooms at Redfish Lake. This work includes:

1. Removing the existing restrooms/utility building.

2. Modifying the existing lift station and sewer system, including removing and replacing pumps, piping, pipe fittings, and the valve vault. The wet well shall remain in place and be reconditioned to accommodate the new piping.

3. Constructing a new restroom/utility building that houses the lift station wet well, backup generator and two separate restrooms. The following utilities shall be included: water, electrical, and a propane.

4. Realigning and installing a pressurized force main that exits the lift station and connects to the existing force main via a new pressurized manhole.

5. Completing existing sewerline improvements. This work includes replacing failing sewerline segments, patching asphalt roadway segments, and modifying existing manholes.

B. Quantities associated with these items are identified in the Schedule of Items.

C. During construction, the existing utilities that serve Redfish Lake Lodge, Visitor Center, and Point Campground shall not be interrupted. If no other option is feasible and a utility line interruption is needed, refer to Section 024102 “Removal, Disposal, & Salvage of Existing Structures and Obstructions” for providing proper notices. It is the Contractor’s responsibility to provide all temporary services to the Redfish Lake Lodge, Visitor Center, and Point Campground, if utility lines are shutdown. It is also the Contractor’s responsibility to properly pump, transport, and legally dispose of any sewage that excessively accumulates in the sewage system.

1. If any utility lines need to be interrupted during construction, the Contractor shall submit a Temporary Utility Control Plan to the Contracting Officer at least 72 hours in advance.

2. Sections related to utility line interruption include:

a. Section 024102 “Removal, Disposal, & Salvage of Existing Structures and Obstructions”

b. Section 221100 “Water Distribution System.”

c. Section 221300 “Onsite Wastewater Treatment Systems”

d. Section 221310 “Pre-Packaged Submersible Pump Station.”

e. Section 221320 “Existing Wastewater System Improvements.”

SECTION C - DESCRIPTION/SPECIFICATIONS/STATEMENT OF WORK 000001-2

1.2 PROJECT LOCATION

A. The project is located in the Stanley Ranger District of the Sawtooth National Forest, Custer County, Idaho, in Section 3, T 9 N, R 13 E. It is located approximately 10 miles from Stanley, Idaho. The project may be accessed from State Highway 75 and Forest Roads #213 and #214.

1.3 SITE INFORMATION AND LIMITATIONS

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

1. Construction sites will be closed to the public during construction. The Forest Service will issue a closure order to the public. The Contractor will be responsible for signing and limiting public access.

2. Contractor will provide all materials and labor necessary to protect streams, lakes, wet or dry, during construction activities. The Contractor will be required to submit a waterway protection plan and receive approval from the COR, in writing, prior to the beginning of construction.

3. All construction equipment shall be pressure washed before entering National Forest System lands. The removal of mud and debris from treads, tracks and undercarriage, with emphasis on axles, frame, cross-members, motor mounts, and underneath steps, running boards, and front bumper/brush guard assemblies shall be required. The purpose is to reduce or eliminate the transportation of noxious weeds, which is required by Federal and State regulations.

4. Water is available at the site for construction purposes.

5. The Contractor shall provide temporary toilet facilities (porta-potty) at the site during all construction work.

1.4 TRAFFIC CONTROL AND CONSTRUCTION SIGNING

A. 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 COR. Construction signing for traffic control shall conform to the Manual of Uniform Traffic Control Devices (MUTCD).

All traffic control signs shall 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.

1.5 WORK CAMPS, STAGING AND STORAGE AREAS

A. 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 on site.

B. No overnight camping will be allowed on site.

SECTION C - DESCRIPTION/SPECIFICATIONS/STATEMENT OF WORK 000001-3

1.6 INSPECTION OF WORKSITE

A. 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.

1.7 START DATE

A. September 7, 2010

1.8 CONTRACT TIME

A. Base Bid: 420 Calendar Days (includes time between Memorial and Labor Day were work will be suspended due to Visitor/Summer season.

1.9 SPECIFICATIONS

A. 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 - Toilet And Pumpstation Building Section 010250 - Construction Staking Section 011250 - Measurement And Payment Section 011900 - Mobilization Section 013300 - Submittal Procedures Section 014100 - Quality Control Section 023701 - Sediment And Erosion Control Measures Section 024100 - Waste Material Disposal Section 024102 - Removal, Disposal & Salvage Of Existing Structures And Obstructions Section 033000 - Cast-In-Place Concrete Section 033020 - Concrete From Packaged Dry Mix For Minor Structures Section 033630 - Private - Concrete Floor Stain Section 042222 - Concrete Log Units Section 055000 - Metal Fabrications Section 061000 - Rough Carpentry Section 061600 - Sheathing Section 061753 - Shop-Fabricated Wood Trusses Section 064023 - Interior Architectural Woodwork Section 071113 - Bituminous Dampproofing Section 072100 - Thermal Insulation

SECTION C - DESCRIPTION/SPECIFICATIONS/STATEMENT OF WORK 000001-4

Section 073113 - Asphalt Shingles Section 074600 - Siding Section 076200 - Sheet Metal Flashing And Trim Section 079200 - Joint Sealants Section 081111 - Steel Doors And Frames Section 083113 - Access Doors And Frames Section 085200 - Aluminum Clad Wood Windows Section 087100 - Door Hardware Section 089000 - Louvers And Vents Section 092900 - Gypsum Board Section 093000 - Tiling Section 099120 - Interior Painting Section 099300 - Staining And Transparent Finishing Section 099600 - High-Performance Coatings Section 101400 - Signage Section 101401 - Signs (Exterior) Section 101550 - Toilet Compartments Section 102800 - Toilet And Bath Accessories Section 129350 - Site Furnishings Section 129360 - Outdoor Shower Section 220518 - Escutcheons For Plumbing Piping Section 220529 - Hangers & Supports For Plumbing Piping & 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 221300 - Onsite Wastewater Treatment Systems Section 221310 - Pre-Packaged Submersible Pump Station Section 221316 - Sanitary Waste And Vent Piping Section 221319 - Sanitary Waste Piping Specialties Section 221320 - Existing Wastewater System Improvements Section 223400 - Fuel-Fired, Domestic-Water Heaters Section 224000 - Plumbing Fixtures Section 231126 - Facility Liquefied-Petroleum Gas Piping Section 233423 - Hvac Power Ventilators Section 235523 - Gas-Fired Radiant Heaters 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 Devices Section 262713 - Electricity Metering Section 262726 - Wiring Devices Section 311000 - Clearing And Grubbing

SECTION C - DESCRIPTION/SPECIFICATIONS/STATEMENT OF WORK 000001-5

Section 312000 - Earthwork Section 312100 - Project Site Preparation And Grading Section 321200 - Hot-Mix Asphalt Paving Section 321204 - Crushed Aggregate Base Or Surface Course Section 322622 - Precast Colored Concrete Curb

END OF SECTION C

MAY 2010

TOILET AND PUMPSTATION BUILDING 000501-1

USDA FOREST SERVICE, R-4

REDFISH LAKE SEWER SYSTEM IMPROVEMENTS

SECTION 000501 - TOILET AND PUMPSTATION BUILDING

PART 1 - GENERAL

1.1 SUMMARY

A. This work includes the construction of and Toilet and Pumpstation Building. The work shall also include the construction of a concrete slab for a LP Gas tank and supply line to the Building.

1.2 REFERENCE SPECIFICATIONS

A. 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.

2006 International Building Code 2006 International Plumbing Code 2006 International Mechanical Code 2006 International Fuel Gas Code 2008 National Electrical Code 2004 Americans with Disabilities Act/Architectural Barriers Act Guidelines (ADA/ABAG) (http://www.access-board.gov/adaag/html/adaag.htm)

1.3 MEASUREMENT AND PAYMENT

A. Toilet and Pumpstation Building - Measurement and Payment shall be Lump Sum Quantity (LSQ) as shown in the Schedule of Items for the building constructed and completed ready for use. Measurement shall include all work items within 10 feet outside the building and covered porch perimeter (including utilities within those limits); and includes the concrete slab porch, and all concrete work within 10 feet of the face of the building walls. The LPG tank, slab and piping are not included in the building line item. See the schedule of items.

B. A schedule of values for the building shall be submitted to the Contracting Officer within 14 days of award. The schedule of values shall be a breakdown of the building costs by specification items applicable to the building. The schedule of values will be the basis for progress payments on the building throughout the project.

C. Propane Tank, Concrete Slab and Piping - Measurement and Payment shall be Lump Sum Quantity (LSQ) as shown in the Schedule of Items for construction of a concrete slab, furnishing a LP Gas storage tank (purchased, not leased), aggregate base, riser, gas supply line to within 10 feet of the office building. The contractor shall coordinate with the gas supplier the delivery of the propane tank. The contractor is responsible for installation of the propane tank as a part of this contract and the initial filling. The

TOILET AND PUMPSTATION BUILDING 000501-2

propane supplier shall size the line from the tank into the building. The contractor shall install the line with a shut-off valve and run the line from the tank to the building.

1.4 RELATED WORK

A. The work shall be in accordance with the contract drawings.

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

SECTION C - DESCRIPTION/SPECIFICATIONS/STATEMENT OF WORK

000501 – TOILET AND PUMPSTATION BUILDING

DIVISION 1 -GENERAL REQUIREMENTS

010250 - CONSTRUCTION STAKING

011250 - MEASUREMENT AND PAYMENT WITH ASPHALT

011900 – MOBILIZATION

013300 - SUBMITTAL PROCEDURES

014100 – QUALITY CONTROL

DIVISION 2 – EXISTING CONDITIONS

023701 - SEDIMENT AND EROSION CONTROL MEASURES

024100 - WASTE MATERIAL DISPOSAL

DIVISION 3 – CONCRETE

033000 - CAST-IN-PLACE CONCRETE

033630 – CONCRETE FLOOR STAIN

DIVISION 4 - MASONRY

047200 –CONCRETE LOG UNITS

DIVISION 5 - METALS

055000 - METAL FABRICATIONS

DIVISION 6 - WOOD AND PLASTICS

061000 - ROUGH CARPENTRY

061600 - SHEATHING

061753 - SHOP-FABRICATED WOOD TRUSSES

064023 - INTERIOR ARCHITECTURAL WOODWORK

DIVISION 7 - THERMAL AND MOISTURE PROTECTION

071113 - BITUMINOUS DAMPROOFING

072100 - THERMAL INSULATION

073113 – ASPHALT SHINGLES

074600 - SIDING

076200 - SHEET METAL FLASHING AND TRIM

079200 - JOINT SEALANTS

TOILET AND PUMPSTATION BUILDING 000501-3

DIVISION 8 – DOORS AND WINDOWS

081111_ STEEL DOORS AND FRAMES

083113 - ACCESS DOORS AND FRAMES

085200 - ALUMINUM CLAD WOOD WINDOWS

087100 - DOOR HARDWARE

DIVISION 9 - FINISHES

092900 - GYPSUM BOARD

093000 –TILING

099120 - INTERIOR PAINTING

099300 - STAINING AND TRANSPARENT FINISHING

099600 - HIGH-PERFORMANCE COATINGS

DIVISION 10 – SPECIALTIES

101400 - SIGNAGE

101550 - TOILET COMPARTMENTS

102800 - TOILET AND BATH, ACCESSORIES

DIVISION 11 - EQUIPMENT

(NOT USED)

DIVISION 12 - FURNISHINGS

(NOT USED)

DIVISION 13 - SPECIAL CONSTRUCTION

(NOT USED)

DIVISION 14 - CONVEYING SYSTEMS

DIVISION 22 - PLUMBING

220518 - ESCUTCHEONS FOR PLUMBING PIPING

220529 - HANGERS AND SUPPORTS FOR PLUMBING PIPING & EQUIPMENT

220719 - PLUMBING PIPING INSULATION

221116 - DOMESTIC WATER PIPING

221119 - DOMESTIC WATER PIPING SPECIALTIES

221316 - SANITARY WASTE AND VENT PIPING

221319 - SANITARY WASTE PIPING SPECIALTIES

223400 – FUEL FIRED-DOMESTIC/WATER HEATERS

224000 - PLUMBING FIXTURES

DIVISION 23 – HEATING, VENTILATING, AND AIR CONDITIONING

TOILET AND PUMPSTATION BUILDING 000501-4

SECTION 233423 – HVAC POWER VENTILATORS

SECTION 235523–GAS FIRED RADIANT HEATERS

DIVISION 26 – ELECTRICAL

260500 - COMMON WORK RESULTS FOR ELECTRICAL

260526 - GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS

260533 - RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS

260553 - IDENTIFICATION FOR ELECTRICAL SYSTEMS

262726 - WIRING DEVICES

265100 - INTERIOR LIGHTING

265600 - EXTERIOR LIGHTING

DIVISION 27 – COMMUNICATIONS

DIVISION #31 - EARTHWORK

311000 - CLEARING AND GRUBBING

312000 – EARTHWORK

312100 - PROJECT SITE PREPARATION AND GRADING

DIVISION #32 – EXTERIOR IMPROVEMENTS

321204 – CRUSHED AGGREGATE BASE OR SURFACE COURSE

DIVISION #33 – UTILITIES

(Not Used)

PART 2 - PRODUCTS - Not Applicable

2.1 PROPANE TANK

A. See Section 231126 “Facility Liqified-Petroleum Gas Piping”

PART 3 - EXECUTION – Not Applicable

3.1 PROPANE TANK

A. Contractor shall coordinate LPG supply line and LPG tank installation with local LPG supplier. Verify pad size will accommodate tank to be supplied. Notify Contracting Officer of any discrepancies. Contractor shall be responsible for first LPG fill-up of tank and shall coordinate with the following supplier:

1. Salmon River Propane 1130 Main St.

Challis, ID 83226 Ph: 208-756-3655

END OF SECTION 000501

MARCH 2010

CONSTRUCTION STAKING 010250-1

USDA FOREST SERVICE, R-4

REDFISH LAKE SEWER SYSTEM IMPROVEMENTS

SECTION 010250 - CONSTRUCTION STAKING

PART 1 - GENERAL

1.1 SUMMARY

A. This work shall consist of the construction staking parking lots, parking spurs, paths, 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.

1.2 QUALITY CONTROL

A. 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.

1.3 MEASUREMENT AND PAYMENT

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

PART 2 - PRODUCTS

2.1 GOVERNMENT-FURNISHED SURVEY CONTROL SHEETS

A. 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 that will include the Northing, Easting, and Elevations for centerline of parking areas, edge of parking areas, and corners of buildings and other structures. The Government will provide GPS coordinates of all unburied sewer manholes.

2.2 STAKES

A. 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:

1. Roads, parking lots, and parking spurs -Orange

CONSTRUCTION STAKING 010250-2

2. Waterlines, sewerlines, utilities, and culverts -Blue

3. Buildings, excavation and grading -Yellow

2.3 SURVEY NOTE PAPER AND BOOKS

A. 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.

PART 3 - EXECUTION

3.1 GENERAL

A. 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.

B. Accuracy requirements:

1. Minimum position close; 1/1000

2. Vertical closure: 0.05 ft (vertical)/station (100 feet horizontal)

3. Cross section and slope stake precision:

C. 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.

D. 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.

E. 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.

3.2 ESTABLISING AND REFERENCING IMPROVEMENT LOCATIONS

A. Access Roads, Parking Spurs, and Parking lots:

1. 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 as shown on the drawings.

2. Slope stakes shall be set at 50-foot intervals, at significant breaks in the ground profile, culvert locations, and widening transition points. Slope

CONSTRUCTION STAKING 010250-3

stakes shall be set at 25 foot intervals around curves having a radius less than 100 feet.

B. Paths and Trails

1. 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 as shown on the drawings.

2. Slope stakes shall be set at 10-foot intervals, at significant breaks in the ground profile, culvert locations, and widening transition points.

C. Waterline, Sewerline, & other Utilities

1. 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.

D. Buildings

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

3.3 DISCREPANCIES

A. 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.

3.4 VERTICAL CONTROL

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

3.5 MARKING STAKES

A. 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;

PI Point of Intersection of tangents PC Point of curvature POC Point on curve Pt Point of tangency

CONSTRUCTION STAKING 010250-4

POT Point on tangent RP Reference point P P-line (preliminary location line) L L-line (final location line) BM Bench mark TBM Temporary bench mark BT Begin taper (any) ET End taper (any) C Cut F Fill L Centerline D Ditch W Width

3.6 SURVEY NOTES

A. 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.

B. 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

MEASUREMENT AND PAYMENT 011250-1

USDA FOREST SERVICE, R-4

REDFISH LAKE SEWER SYSTEM IMPROVEMENTS

SECTION 011250 - MEASUREMENT AND PAYMENT

PART 1 - GENERAL

1.1 SUMMARY

A. 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.

B. 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.

1.2 DETERMINATION OF QUANTITIES

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

1. For individual construction items, longitudinal and lateral measurements for area computations shall be made horizontally or corrected to horizontal measurement unless otherwise specified. Measurements for geotextiles, netting and erosion control blankets shall be along slope lines.

2. For excavation or embankment volumes, the average end area method shall be used to compute volumes. However, if in the judgment of the Contracting Officer (CO), the average end area method is impractical, measurement shall be made by volume in hauling vehicles or by other three-dimensional methods.

3. 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.

4. For items that are measured by the linear foot, such as pipe culverts, fencing, guardrail, piping, utilities, and underdrains, measurements shall be made parallel to the base or foundation upon which the structures are placed.

5. For aggregates weighed for payment, the tonnage shall not be adjusted for moisture content, unless otherwise provided for.

6. 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.

B. Earthwork Tolerances - Adjustments of horizontal or vertical alignment, within the tolerances specified in this contract, or shifts of balance points up to 100 feet shall be

MEASUREMENT AND PAYMENT 011250-2

made by the contractor as necessary to produce the designed sections and to balance earthwork. Such adjustments shall not be considered as "Changes."

1.3 UNITS OF MEASUREMENT

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

1. Cubic Yard (CY)

a. Excavation, Embankment, or Borrow. The measurement computed by the average end area method from measurements made longitudinally along a centerline or reference line.

: A measurement computed by one of the following methods:

b. Material in Place or Stockpile. The measurement computed using the dimensions of the in-place material.

c. Material in the Delivery Vehicle. The measurement computed using measurements of material in the hauling vehicles at the point of delivery.

Vehicles shall be loaded to at least their water level capacity. Leveling of the loads may be required when vehicles arrive at the delivery point.

2. Each (EA) 3.

: One complete unit, which may consist of one or more parts.

Hour (HR):

4.

Measurement will be for the actual number of hours (or fraction thereof) ordered by the Contracting Officer and performed by the contractor.

Linear Foot (LF)

5.

: Measurement of work along its length from point-to-point;

parallel to the base or foundation. Do not measure overlaps.

Lump Sum (LS)

6.

: One complete unit.

Square Foot (SF):

7.

Measured on a plane parallel to the surface being measured.

Square Yard (SY):

8.

Measured on a plane parallel to the surface being measured.

Ton:

1.4 METHOD OF MEASUREMENT

Measured as a short ton consisting of 2,000 pounds.

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

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

2. DESIGNED QUANTITIES (DQ) - These quantities denote the final number or units to be paid for under the terms of the contract. They are based upon the original design data available prior to advertising the project. Original design data include the preliminary survey information, design assumptions, calculations, drawings, and the presentation in the contract. Changes in the number of units shown in the Schedule of Items may be authorized under any of the following conditions:

a. As a result of changes in the work authorized by the CO.

b. As a result of the CO determining that errors exist in the original design that cause a pay item quantity to change by 15 percent or more.

MEASUREMENT AND PAYMENT 011250-3

c. As a result of the Contractor submitting to the CO a written request showing evidence of errors in the original design that cause a pay item quantity to change by 15 percent or more. The evidence must be verifiable and consist of calculations, drawings, or other data that show how the designed quantity is believed to be in error.

3. 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.

4. VEHICLE QUANTITIES (VQ) - These quantities are measured or weighed in hauling vehicles.

PART 2 - PRODUCTS (NOT APPLICABLE)

PART 3 - EXECUTION (NOT APPLICABLE)

END OF SECTION 011250

MOBILIZATION 011900-1

USDA FOREST SERVICE, R-4

REDFISH LAKE SEWER SYSTEM IMPROVEMENTS

SECTION 011900 - MOBILIZATION

PART 1 - GENERAL

1.1 SUMMARY

A. 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.

1.2 MEASUREMENT AND PAYMENT

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

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

2. 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.

3. 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.

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

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

PART 2 - PRODUCTS (NOT USED)

PART 3 - EXECUTION (NOT USED)

END OF SECTION 011900

SUBMITTAL PROCEDURES 013300-1

USDA FOREST SERVICE, R-4

REDFISH LAKE SEWER SYSTEM IMPROVEMENTS

SECTION 013300 - SUBMITTAL PROCEDURES

PART 1 - GENERAL

1.1 SUMMARY

A. 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.

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

1.2 SUBMITTAL PROCEDURES

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

1. 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.

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

B. 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.

1. 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.

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

3. Allow 14 days for processing each re-submittal.

4. No extension of the Contract Time will be authorized because of failure to transmit submittals enough in advance of the Work to permit processing.

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

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

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

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

SUBMITTAL PROCEDURES 013300-2

a. Project name.

b. Date.

c. Name and address of Contractor.

d. Name of manufacturer.

e. Unique identifier, including revision number.

f. Number and title of appropriate Specification Section.

g. Drawing number and detail references, as appropriate.

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

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

E. 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.

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

1.3 MEASUREMENT AND PAYMENT

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

PART 2 - PRODUCTS

2.1 ACTION SUBMITTALS – (Submittals requiring CO approval)

A. General: Prepare and submit Action Submittals required by individual Specification Sections.

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

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

1. If information must be specially prepared for submittal because standard printed data are not suitable for use, submit as Shop Drawings, not as Product Data.

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

3. Include the following information, as applicable:

a. Manufacturer's written recommendations.

b. Manufacturer's product specifications.

c. Manufacturer's installation instructions.

d. Manufacturer's catalog cuts.

e. Wiring diagrams showing factory-installed wiring.

f. Compliance with recognized trade association standards.

SUBMITTAL PROCEDURES 013300-3

g. Compliance with recognized testing agency standards.

C. Shop Drawings: Prepare Project-specific information, drawn accurately to scale. Do not base Shop Drawings on reproductions of the Contract Documents or standard printed data.

1. Preparation: Include the following information, as applicable:

a. Dimensions.

b. Identification of products.

c. Fabrication and installation drawings.

d. Roughing-in and setting diagrams.

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

f. Notation of dimensions established by field measurement.

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

D. 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.

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

1. 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.

2.2 INFORMATIONAL SUBMITTALS – (Submittals NOT requiring CO approval)

A. General: Prepare and submit Informational Submittals required by other Specification Sections.

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

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

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

B. 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.

C. 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.

SUBMITTAL PROCEDURES 013300-4

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

E. 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.

PART 3 - EXECUTION

3.1 GENERAL

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

B. 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.

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

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

E. 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.

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

1. 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.

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

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

4. 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 PROCEDURES 013300-5

3.2 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

Spec.

Section Section Title Subse ction Required Submittal

010250 Construction Staking 3.6 A Survey Notes 014100 Quality Control 1.3 A Contractor quality control plan 014100 Quality Control 1.3 B Permits, Licenses, and Certificates 014100 Quality Control 1.3 C Test and inspection reports 014100 Quality Control 1.3 D As-Built drawings

023701 Sediment & Erosion Control Measures 1.2A Sediment & Erosion Control Plan

033000 Cast-in-Place Concrete 1.3A Product Data 033000 Cast-in-Place Concrete 1.3B Design Mix 033000 Cast-in-Place Concrete 1.3D Quality Control Test Reports 033630 Concrete Floor Stain 1.4B Product Data 033630 Concrete Floor Stain 1.4C Samples 033630 Concrete Floor Stain 1.4D Material Certificates 033630 Concrete Floor Stain 1.4E Maintenance Instructions

042222 Concrete Log Units

1.3A- C

1.4A- B

Product Data, Shop Drawings.

Samples, Certificates, Mix

Designs

055000 Metal Fabrications 1.2A Product Data 061000 Rough Carpentry 1.3A Product Data 061600 Sheathing 1.2.A Product Data

061753 Shop Fabricated Wood Trusses 1.4.A- F

Product Data, Shop Drawings, Certificates, Qualifications, Reports

064023 Interior Architectural Woodwork 1.3A- C

Product Data, Shop Drawings and Samples

071113 Bituminous Damproofing 1.2A Product Data

072100 Thermal Insulation 1.2A- B Product data, Reports

073113 Asphalt Shingles 1.2- 1.3.

Product Data, Samples, Reports, Warranties, Maintenance Data

074600 Siding 1.3 Product Data, Samples, Reports, Warranties, Maintenance Data

076200 Sheet Metal Flashing and Trim 1.3A Product Data 079200 Joint Sealants 1.2.A Product Data

SUBMITTAL PROCEDURES 013300-6

081111 Steel Doors and Frame 1.3A- B Product Data Shop Drawings

083113 Access Doors 1.2A Product Data

085200 Aluminum Clad Wood Windows 1.4A- F

Product Data- Shop Drawings, Schedule, Samples, Reports, O &

M, Warranty

087110 Door Hardware 1.2A- C

Product Data, Maintenance Data, Warranty

089000 Louvers and Vents 1.5A Product Data 092900 Gypsum board 1.2.A Product Data

093000 Tiling 1.4A- B Product Data, Samples

099120 Interior Paint 1.2A- B Product Data, Samples

099300 Staining and Transparent Finishing 1.2A- B Product Data, Samples

099600 High Performance Coatings 1.2A- B Product Data, Samples, 101400 Signage 1.3A- E

Product Data- Shop Drawings, Samples, Maintenance Data, Warranty 101401 Signs 1.2A Sign List Submittal

101550 Toilet Compartments 1.2 Product data, Shop Drawings, Samples

102800 Toilet and Bath Accessories 1.2 Product data, Maintenance Data 129350 Site Furnishings 1.2A Product Data 221100 Water Distribution Systems 1.3A Product Data 221100 Water Distribution Systems 1.3B Water Disposal Plan 221100 Water Distribution Systems 1.3C Operation and Maintenance Data 221300 Onsite Wastewater Treatment System 1.3A Product Data 221300 Onsite Wastewater Treatment System 1.3B Shop Drawings 221300 Onsite Wastewater Treatment System 1.3C Coordination Drawings

221310 Pre-Packaged Submersible Pump Station 1.3A Product Data

221310 Pre-Packaged Submersible Pump Station 1.3B Shop Drawings

221310 Pre-Packaged Submersible Pump Station 1.3C Coordination Drawings

221310 Pre-Packaged Submersible Pump Station 1.3D Operation and Maintenance Data

220529 Hangers and Supports 1.2 Product Data 220719 Plumbing and Piping Insulation 1.2 Product Data

SUBMITTAL PROCEDURES 013300-7

221116 Domestic Water Piping 1.3A- B

Product Data ,Field Quality- Control Reports

221119 Domestic Water Piping Specialties 1.3 Product Data ,Operation and Maintenance Data

221316 Sanitary and Waster Vent Piping 1.3A Product Data

221319 Sanitary and Waster Vent Piping Specialties 1.2A Product Data

223400 Fuel Fired Domestic Water Heaters 1.3A-I

Product Data, Shop Drawings, Operation and Maintenance Data, Certificates, Labels, Field Quality-Control, Reports, Warranty

224000 Plumbing Fixtures 1.3A Product Data, Operation and Maintenance Data

231126 Fac. Liquified-Petroleum Gas Piping 1.3A Field Quality-Control Reports 231126 Fac. Liquified-Petroleum Gas Piping 1.3B Operation and Maintenance Data

233423 HVAC Power Ventilators 1.2A- B

Product Data, Operation and Maintenance Data

235523 Gas Fired Radiant Heaters 1.2A Product Data, Shop Drawings, Field quality control reports, O&M Manuals.

260500 Common Work Results for Electrical 1.2A Product Data 312000 Earthwork 1.3A Bedding and Backfill Certification 312000 Earthwork 1.3A Sieve Analysis 312000 Earthwork 1.3B Product Data 321200 Hot Mix Asphalt Paving 1.2A Product Data 321200 Hot Mix Asphalt Paving 1.2B Job Mix Design 321200 Hot Mix Asphalt Paving 1.2C Material Certificate

321204 Crushed Aggregate Base or Surface Course 1.2A Aggregate Base – Source, Gradation, Material Properties

321204 Crushed Aggregate Base or Surface Course 1.2B Compaction Test Results and

Proctor

322622 Precast Concrete Curb 2.1B Certificate of Conformance – Concrete Curb

END OF SECTION 013300

QUALITY CONTROL 014100-1

USDA FOREST SERVICE, R-4

REDFISH LAKE SEWER SYSTEM IMPROVEMENTS

SECTION 014100 - QUALITY CONTROL

PART 1 - GENERAL

1.1 This work shall consist of providing quality control in conformance with the inspection, testing, and product certification requirements of this contract to ensure compliance with the drawings and specifications. The Contractor shall provide all personnel, equipment, tests, and reports necessary to meet the requirements of the contract.

1.2 QUALITY CONTROL

A. The Contractor shall provide and maintain a quality control system that will ensure all services, supplies, and construction work required under this contract conforms to the contract requirements. The Contractor shall perform, or cause to be performed, the sampling, inspection, and testing required to substantiate that all services, supplies, and construction conform to the contract requirements.

B. Special Tests and Inspections: Contractor will engage a testing agency to conduct required special tests and inspections. The Contractor shall authorize the testing agency to perform the required testing and inspections on the work completed. The authority shall include:

1. Testing agency will interpret tests and inspections and state in each report whether tested and inspected work complies with or deviates from the Contract Documents.

2. Testing agency will re-test and re-inspect corrected work.

C. Retesting/Reinspecting: Contractor shall provide quality-control services for retesting and reinspection for replaced construction work or for work that failed to comply with the requirements under the contract.

1.3 SUBMITTALS

A. Contractor Quality Control Plan

B. Permits, Licenses, and Certificates

C. Test and Inspection Reports

D. As-Built Drawings

1.4 MEASUREMENT AND PAYMENT

A. No separate payment will be made for the work included under this section; rather payment shall be considered to be included in the items of work listed in the Schedule of Items.

QUALITY CONTROL 014100-2

PART 2 - PRODUCTS (Not Applicable)

PART 3 - EXECUTION

3.1 QUALITY CONTROL SYSTEM

A. General: Perform required testing, inspections, sampling, and similar services per direction specified in the contract drawings and specifications and in accordance with established industry standards.

3.2 CONTRACTOR QUALITY CONTROL PLAN

A. At the time of the preconstruction conference, the Contractor shall submit for approval a written Contractor Quality Control Plan.

1. If the plan requires any revisions or corrections, the Contractor shall resubmit the plan within 10 days.

2. The Government reserves the right to require changes in the plan during the contract period as necessary.

3. No change in the approved plan may be made without written concurrence by the Contracting Officer.

4. At a minimum, the plan shall include the following:

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 all applicable regulations and laws.

3.3 TEST AND INSPECTION REPORTS

A. Submit three copies of complete test results no later than three calendar days after the test was performed.

B. Submit failing test results and proposed remedial actions within four hours of noted deficiency.

C. Testing and Inspection Reports shall include the following:

1. Date of issue.

2. Project title and number.

3. Name, address, and telephone number of testing agency.

4. Dates and locations of samples, tests, or inspections.

5. Names of individuals performing tests and inspections.

QUALITY CONTROL 014100-3

6. Reference Specification Section(s).

7. Complete test or inspection data.

8. Test and inspection results and an interpretation of test results.

9. Ambient conditions at time sample was taken, tested, or inspected.

10. Comments or professional opinion on whether tested or inspected work complies with the Contract Document requirements.

11. Name and signature of laboratory inspector.

12. Recommendations on retesting and reinspecting.

3.4 PERMITS, LICENSES, AND CERTIFICATES

A. For Contracting Officer’s records, submit copies of permits, licenses, certifications, inspection reports, releases, jurisdictional settlements, notices, receipts for fee payments, judgments, correspondence, records, and similar documents, established for compliance with standards and regulations relevant to the on performance of the work.

3.5 AS-BUILT DRAWINGS

A. The Contractor shall maintain a set of the contract drawings depicting as-built conditions. These drawings shall be maintained in a current condition and shall be available for review. All variations from the original contract drawings shall be indicated in red on the drawings. Upon completion of the contract work, as-built drawings shall be submitted to the Contracting Officer.

3.6 SAMPLING, TESTING, AND CERTIFICATION REQUIREMENTS

A. Sampling, testing, and…