AG-0489-S-10-0264 SOW and Specifications.pdf

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SPECIFICATIONS LIST

STATEMENT OF WORK

SECTION 00100

MEASUREMENT AND PAYMENT

SECTION 01200

MOBILIZATION PAYMENT PROCEDURES

SECTION 01300

SUBMITTALS

SECTION 02060

BUILDING DEMOLITION

SECTION 02230

CLEARING AND GRUBBING

SECTION 02317

EXCAVATION AND BACKFILL FOR STRUCTURES

SECTION 02318

EXCAVATION AND BACKFILL FOR UTILITIES

SECTION 02510

WATERLINES AND APPURTENANCES

SECTION 02516

ADA WATER HYDRANT

SECTION 02530

SANITARY SEWERAGE

SECTION 02532

SANITARY CLEANOUTS

SECTION 02534

SEWER FORCE MAINS

SECTION 02543

SEPTIC TANKS

SECTION 02544

SEPTIC TANK DEMOLITION

SECTION 02748

CRUSHED AGGREGATE

SECTION 03100

CONCRETE FORMS AND ACCESSORIES

SECTION 03200

CONCRETE REINFORCEMENT

1. SECTION 03300

2. CAST-IN-PLACE CONCRETE

AG-0489-S-10-0264

RECOVERY: Coastal Tourism Infrastructure Restoration - Toilet Replacement

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SECTION 13129

INSTALLATION OF PRECAST TOILET BUILDINGS

SECTION 16050

BASIC ELECTRICAL MATERIALS AND METHODS

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STATEMENT OF WORK

GENERAL

A. This Contract involves various site work needed to prepare twenty (20) sites for new Government-furnished CXT (brand) toilet buildings. CXT will deliver and set the new toilet buildings.

B. Ten (10) of the new buildings are vault toilets, either Tioga or Gunnison model.

For these ten (10) sites, CXT will provide all excavation, bedding, backfill, and compaction needed to place the new vaults and toilet buildings. All other site work, such as clearing, concrete, electrical utilities, and finish grading will be included under the work of this Contract.

C. The other ten (10) new buildings are flush toilets, either Cortez or Montrose model, that will be connected to a septic system (either city sewer or on-site drain field). For these ten (10) sites, all site work necessary to prepare the sites for placement of the new toilet buildings will be included under the work of this Contract.

D. The Contractor shall coordinate with the Contracting Officer (CO) to identify an equipment staging area and temporary stockpile location for each site.

E. Locations of underground tanks, utilities, etc. shown on the Drawings are approximate. The Contractor shall locate all underground improvements within the project limits and protect or properly abandon as needed.

F. Where manufacturer’s recommendations, specific field conditions, industry standards, State regulations, building codes, etc. conflict with the requirements of the Contract Specifications or Drawings, immediately notify and work with the Contracting Officer to resolve the conflicting specifications. The CO will have the final decision on which requirements shall apply.

G. The finished installations shall yield toilet buildings that function properly in all respects and are aesthetically pleasing.

ALDER DUNE CAMPGROUND

North Restroom Building

Current Conditions:

• The structure of the building at the North side is the same as the South Side. The dimensions of the building are 22ft wide by 9ft-8in long.

The toilet building is on a concrete pad the same size as the building.

• Existing concrete septic tank 1500 gallon with 12in. lid, the tank is approximately 28.5ft away from the building

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(Refer to Sheet 3 of the Drawings for detail).

• Concrete stairway to be preserved for future use (just out of picture to the left)

South Restroom Building

• One wooden flush toilet building with 4ft eaves. The dimensions of the building are 22ft wide by 9ft-8in long. The toilet building is on a concrete pad the same size as the building.

• Existing concrete septic tank 1500 gallons with a lid of 30in.

diameter. The septic tank is approximately 12ft away from the toilet building near campsite

#29 (Refer to Sheet 3 of the Drawings for detail). Concrete stairway to be preserved for future use (just out of picture to the right)

Project Summary: (Refer to Sheet 3 and 4 of the Drawings and the Project Specifications for additional details)

• Contractor shall demolish two existing flush toilet restroom buildings and concrete slab underneath and legally dispose of off Government land. See Section 02060 of these Specifications and the Drawings for additional details.

• Contractor shall demolish and remove the existing septic tanks. See Section 02544 of these Specifications for additional details.

• Abandon existing effluent line and drain field as specified in Section 02544

• The Contractor shall provide clearing and grubbing and finish site work for proper installation of the new CXT (brand) Tioga vault toilet buildings. The Government will supply the new toilet buildings, and CXT Incorporated will deliver and place the new buildings. CXT Incorporated will also provide excavation, bedding, backfill, and compaction for the new CXT toilet building.

Contractor shall coordinate time for delivery with CXT prior to construction.

• CXT Incorporated will provide service panel located inside the chase area and all lighting fixtures and connect the electrical lighting for the new CXT buildings.

Contractor shall be responsible for supplying power stubbed into the new buildings. See Sheet 4 of the Drawings and Section 16050 of the Specifications for additional details. All electrical work shall be done by an electrician licensed in the State of Oregon.

• Contractor shall locate the existing water line and add a new water spigot close to the new toilet at both sites. See Sheet 26 of the Drawings and Section 02516 of the Specifications for additional details.

• Contractor shall construct an ADA (Americans with Disabilities Act) compliant

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BLACKBERRY CAMPGROUND

SITE No.1

• One wooden flush toilet building with 4ft eaves. The dimension of the building is 22ft wide by 18ft long. The toilet building was built on a concrete pad approximately the same size as the building.

• Existing 1500-gallon concrete septic tank as shown in the Drawing Sheet 19

• Overhead telephone cable from the telephone post to the building roof.

SITE No.2 Current Conditions:

• One wooden flush toilet building with 4ft eaves. The dimension of the building is 22ft wide by 18ft long. The toilet building was built on a concrete pad approximately the same size as the building.

• Existing septic tank

• Underground telephone cable from the toilet building at Site No.1

Project Summary: (Refer to Sheets 19 and 20 of the Drawings and the Project

• Contractor shall demolish two existing flush toilet restroom buildings and concrete slab underneath and legally dispose of off Government land. See Section 02060 of these Specifications and the Drawings for additional details.

• Contractor shall demolish one existing septic tank and underground sewer utilities at Site No.1 Contractor shall preserve the existing septic tank at Site No.2 and keep the tank operational for the Camp Host site. Contractor shall legally dispose of all demolition debris off National Forest lands. See Section 02544 of these Specifications for additional details.

• Abandon existing effluent line and drain field at Site No.1 as specified in Section 02544. Contractor shall preserve existing drain field at site No.2 for the Camp

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Host site.

• Contractor shall prepare Site No.1 and Site No.2 for a new Tioga with Chase vault and CXT (brand) toilet building (for building details see Sheet 30 of the Drawings). The exact alignment of the buildings will be designated by the Forest Service on the ground by way of staking.

• The Contractor shall provide clearing and grubbing and finish site work for proper installation of the new CXT (brand) Tioga toilet buildings. The Government will supply the new toilet buildings, and CXT Incorporated will deliver and place the new buildings. CXT Incorporated will also provide excavation, bedding, backfill, and compaction for the new CXT toilet building. Contractor shall coordinate time for delivery with CXT prior to construction

• Contractor shall extend electricity to the new CXT buildings. The new buildings will not have water utilities.

• Contractor shall reconnect water, electric and septic tank for the host site.

• CXT Incorporated will provide service panel located inside the chase area and all lighting fixtures and connect the electrical lighting for the new CXT buildings.

Contractor shall be responsible for supplying power stubbed into the new buildings. See Sheet 20 of the Drawings and Section 16050 of the Specifications for additional details. All electrical work shall be done by an electrician licensed in the State of Oregon.

• Contractor shall replace and relocate existing water spigot and appurtenances for Site No.1 with a new water spigot 4ft away from the new building as shown on Sheet 20 of the Drawings and according to the Specifications Section 02510. The existing water post is approximately 37ft away from the new site. See Sheet 26 of the Drawings and Section 02510 of the Specifications for additional details.

• Contractor shall construct an ADA-compliant concrete walkway between the parking lot and the new buildings, as shown on the Drawings.

CAPE PERPETUA CAMPGROUND

Site No.1

• Wooden flush toilet building with 4ft overhanging metal roof. The dimensions of the building are 12ft wide by 27ft-9in long. The toilet building is on a concrete pad approximately the same size as the building.

• Existing concrete pathways approximately 27ft x 5ft each side of the toilet.

• Septic system is gravity sewer line to the on-site wastewater treatment plant as shown on Sheet 13 of the Drawings.

• There is water and electric service to the existing building.

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Site No.2 Current Conditions:

• Wooden flush toilet building with 4ft overhanging metal roof. The dimensions of the building are 12ft wide by 27ft-9in long. The toilet building is on a concrete pad approximately the same size as the building.

• Contractor shall preserve the concrete stairs at each side of the building. Two stairways are approximately 2ft-10in. wide (with 8” rise).

• Concrete post 4ft height with 3in.

diameter.

• Concrete wall 15in wide by 40ft long by 27in high to be preserved.

• Septic system is gravity sewer line to the on-site wastewater treatment plant as shown on Sheet 13 of the Drawings.

• There is water and electric service to the existing building.

• The building sits approximately 25ft from the edge of the road, and approximately

4ft above the road surface.

Site No.3

• Existing (wood structure) flush toilet building with 4ft overhanging metal roof. The dimensions of the building is the same size as Site No2.

• Contractor shall preserve concrete stairs at each side of the building.

The stairs are approximately 3ft- 4in. wide. (11 rise).

• Concrete post 4ft height with 3in.

diameter.

• Concrete wall 15in wide by 40ft long by 27in height.

• Septic system is gravity sewer line to the on-site wastewater treatment plant as shown on Sheet 13 of the Drawings.

• There is water and electric service to the existing building.

• The building sits approximately 40ft from the edge of the road, and approximately

7ft above the road surface.

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Project Summary: (Refer to Sheet 13 and 14 of the Drawings and the Project

• Contractor shall remove three existing flush toilets and their appurtenances at Cape Perpetua Campground. Contractor shall legally dispose of the existing flush toilet buildings including foundations, as described in these Specifications and indicated in the Drawings. See Section 02060 of these Specifications for additional details.

• Contractor shall prepare gravel pad for the project sites for three new concrete Cortez flush CXT (brand) toilet buildings (for building size see Sheet 27 of the Drawings and CXT Specifications).

• The Contractor shall provide all site work needed for proper installation of the buildings (clearing, grubbing, excavation, backfill, compaction, grading, etc.); the Government will supply the new toilet buildings; and CXT Incorporated will deliver and place the buildings. See Section 13129 of these Specifications for additional details.

• The new flush CXT buildings ground elevations shall be established in reference to the underground elevations of the existing sewer line and the slopes required by the State of Oregon (Oregon Administrative Rules, Division 71, on Site Wastewater Treatment Systems) in order to allow sewage to flow properly by gravity from the new building to the sewer line. Consult the Specifications 02530 to obtain additional information.

• Existing waterlines, electric lines, and sewer lines shall be preserved, during demolition/removal for re-connection with the new toilet buildings.

• Contractor shall use a certified plumber to install underground utilities (water lines and sewer lines).

• CXT Incorporated will provide service panel located inside the chase area and all lighting fixtures and connect the electrical lighting for the new CXT buildings.

Contractor shall be responsible for supplying power stubbed into the new buildings. See Sheet 14 of the Drawings and Section 16050 of the Specifications for additional details. All electrical work shall be done by an electrician licensed in the State of Oregon.

• Existing pathways to restrooms at Site #2 and Site #3 currently do not meet Americans with Disabilities Act (ADA) standards. Contractor shall construct new walkway from the edge of the paved road to the new flush toilet building; they shall meet Americans with Disabilities Act (ADA) compliance standards.

Building elevations will determine exact length of this walkway.

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EEL CREEK CAMPGROUND

Current Conditions: (same type and size of building for Center, North and South sites)

• Existing (wood structure) flush toilet building with 4ft overhanging plastic roof. The dimensions of the building are 27ft-6in wide by 15ft-6in long.

• Water, septic, and electricity service are available at each toilet.

• The sewer for each toilet goes to a septic tank, then a 1000-gallon pump tank, and then pumped to the sewer line.

• The septic tank for each toilet is a round, concrete tank (1500gal.)

Project Summary: (Refer to Sheet 21 and 22 of the Drawings and the Project

• Contractor shall remove three existing flush toilet buildings and their appurtenances at Eel Creek Campground. Contractor shall legally dispose of the existing flush toilet buildings including foundations, and concrete pathway as described in these Specifications and indicated in the Drawings (See Section 02060 of these Specifications for additional details).

• Contractor shall remove or demolish three existing septic (3 total) tank, three effluent pump tank (3 total) and underground sewer utilities at Center, South and North Site. Contractor shall legally dispose of all demolition debris off National Forest lands. See Section 02544 of these Specifications for additional details.

• Contractor shall prepare a gravel pad for the project sites for three new flush Montrose CXT (brand) toilet buildings (refer to Sheet 29 of Drawings for building size and CXT Specifications).

• The Contractor shall provide all site work needed for proper installation of the buildings (clearing, grubbing, excavation, backfill, compaction, grading, etc.); the Government will supply the new toilet buildings; and CXT Incorporated will deliver and place the buildings. See Section 13129 of these Specifications for additional details.

• Contractor shall install new septic tanks at North, South, and Center sites.

• Contractor shall preserve and extend existing electrical and water line to the new toilet buildings.

• Trees to be removed from the project sites in order to install the new flush buildings are shown on Sheet 21 of the Drawings.

• The new flush CXT buildings ground elevations shall be established in reference to the underground elevations of the new septic tanks and the slopes recommended by the State of Oregon (Oregon Administrative Rules, Division 71, On Site Wastewater Treatment Systems) in order to allow sewer to flow properly by pressure from the new building to the septic pump tanks, and sewer line.

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• CXT Incorporated will provide service panel located inside the chase area and all lighting fixtures and connect the electrical lighting for the new CXT buildings.

Contractor shall be responsible for supplying power stubbed into the new buildings. See Sheet 22 of the Drawings and Section 16050 of the Specifications for additional details. All electrical work shall be done by an electrician licensed in the State of Oregon.

• Contractor shall install underground sewer utilities that will connect the flush toilets with the new septic/pump tanks and sewer line. See Section 02530 of these Specifications for additional details.

• Contractor shall use a certified plumber to install septic tanks and underground utilities (water lines and sewer lines).

• Contractor shall construct new concrete walkway at each project site from the edge of the paved road and the new flush toilet buildings; they shall meet Americans with Disabilities Act (ADA) compliance standards.

• Work at this site shall be completed by June 1st of 2010, in order to minimize disruption and safety hazards to the public and the bridge replacement project that will start in the first week of June, 2010.

HORSE CREEK CAMPGROUND

• Existing single occupancy split-faced block building with shingle roofing.

• No water/electricity available

• Existing concrete pad

• Building size is approximately 10ft by

12ft with 6ft overhanging shingle roof.

Project Summary: (Refer to Sheets 11 and 12 of the Drawings and the Project

• Contractor shall remove and legally dispose of the existing single toilet, vault and concrete walkway at the campground site. Contractor shall legally dispose of all demolition debris off National Forest lands. See Section 02060 of these Specifications for additional details.

• Contractor shall prepare the site for a new CXT (brand) Gunnison vault toilet building (see Sheet 28 of the Drawings for building size). The exact alignment of the buildings will be designated by the Forest Service on the ground by way of staking.

• The Contractor shall provide clearing and grubbing and finish site work for proper

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• There will be no water or electricity to the new building.

• Contractor shall construct an ADA (Americans with Disabilities Act) compliant concrete walkway between the parking lot and the new building (Refer to Sheet 28 of the Drawings for building size/layout).

RIVER EDGE CAMPGROUND & DAY USE AREA

Current conditions: For site No.1, Site No.2 and Site No.3 (they are the same type of building)

• Existing concrete block toilet buildings with 2ft overhanging shingle roof.

• No electricity or water at the existing facilities

• Buildings are on concrete pad (15ft by 17ft);

the building size is 13ft wide by 15ft long.

Project Summary: (Refer to Sheet 17 and 18 of the Drawings and Project

• Contractor shall remove three existing concrete block toilet buildings and their appurtenances including foundations. Contractor shall legally dispose of all demolition debris off National Forest lands. See Section 02060 of these Specifications for additional details.

• Contractor shall prepare Site No.2 and No.3 for two new CXT (brand) Tioga with Chase vault toilet buildings and at Site No.1 for a Single Gunnison CXT (brand) toilet buildings. The three toilet buildings will be placed at different locations as staked on the ground by the Forest Service (approximate locations shown on Sheet 18 of the Drawings).

• The Contractor shall provide clearing and grubbing and finish site work for proper installation of the new CXT (brand) Tioga toilet buildings. The Government will supply the new toilet buildings, and CXT Incorporated will deliver and place the new buildings. CXT Incorporated will also provide excavation, bedding, backfill, and compaction for the new CXT toilet building. Contractor shall coordinate time for delivery with CXT prior to construction.

• No electricity and water will be needed for Site No. 1 (single Tioga CXT (brand) toilet).

• Optional Item: Contractor shall provide electrical service for the new toilet buildings at Site No.2 and No.3. CXT Incorporated will provide service panel

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• CXT Incorporated will provide service panel located inside the chase area and all lighting fixtures and connect the electrical lighting for the new CXT buildings prepared by the Contractor.

• Contractor shall construct a concrete sidewalk between the edge of the paved road and the new toilet buildings that meets ADA (Americans with Disabilities Act) requirements.

ROCK CREEK CAMPGROUND

Current Conditions: Picture on the left side.

• Existing flush toilet building made of wood with 4ft overhanging plastic metal roof. The dimensions of the building are 9ft-8in wide by 22ft long.

• There is existing electricity and water service to the building.

• Existing septic tank shall be preserved for host use.

• Existing building sits approximately 6ft above the road surface.

Project Summary: (Refer to Sheet 15 and 16 of the Drawings for detail)

• Contractor shall demolish one existing flush toilet building and its appurtenances.

Contractor shall legally dispose of all demolition debris off National Forest lands.

See Section 02060 of these Specifications for additional details.

• Contractor shall leave utilities operational for host use.

• Contractor shall prepare the project site for one new Tioga with chase CXT

(brand) vault toilet building (See Sheet 30 of the Drawings for building size) and one handicap-accessible parking space. The new toilet building will be placed at campsite number one (see drawing for details). The exact alignment of the building will be designated by the Forest Service on the ground by way of staking.

• The Contractor shall provide clearing and grubbing and finish site work for proper installation of the new CXT (brand) Tioga toilet buildings. The Government will supply the new toilet buildings, and CXT Incorporated will deliver and place the new buildings. CXT Incorporated will also provide excavation, bedding, backfill, and compaction for the new CXT toilet building. Contractor shall coordinate time for delivery with CXT prior to construction.

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• Contractor shall leave existing concrete pad and concrete stairs for a new picnic site. Contractor shall preserve electrical, water, and sewer line for the existing host site. Contractor shall make any repair if it is needed in order to leave utilities operational for the existing host site.

• Contractor shall provide finish grading for the site.

• CXT Incorporated will provide service panel located inside the chase area and all lighting fixtures and connect the electrical lighting for the new CXT buildings.

Contractor shall be responsible for supplying power stubbed into the new buildings. See Sheet 16 of the Drawings and Section 16050 of the Specifications for additional details. All electrical work shall be done by an electrician licensed in the State of Oregon.

• Contractor shall install a new water spigot 4ft away from the new toilet building as shown in the Drawings and according to Specifications Section 02510.

• Contractor shall construct an ADA-compliant concrete walkway between the handicap parking space and the new building. Contractor shall place 3ft gravel walkway around the new toilet building to have access to the chase.

SUTTON CAMPGROUND

• Existing wood building structure with 4ft overhanging plastic roof at each of the four sites.

• The building dimension at C Loop, B Loop, and D Loop is 28ft by 11ft- 7in. For Picnic Area is 22ft by 9ft- 8in.

• Each flush toilet has its own septic tank, and a distribution box.

Project Summary: (Refer to Sheets 5, 6, 7, 8, 9 and 10 of Drawings for detail)

• Contractor shall remove four existing flush toilet buildings and appurtenances at Sutton Campground C Loop, B Loop, D Loop, and Picnic Area. Contractor shall legally dispose of the existing flush toilet buildings including foundations as described in these Specifications and indicated in the Drawings. See Section 02060 of these Specifications for additional details.

• Contractor shall remove three existing septic tanks and underground sewer utilities specified in this contract (C Loop, B Loop, and D Loop).

• At C Loop, B Loop, D Loop, existing waterline and sewer lines shall be located, cut, capped, and flagged prior to demolition/removal and for re-connection.

Contractor shall re-install and re-connect all underground utilities with the new CXT buildings. Underground utilities include a water line and a sewer line; and electricity to the new building.

• Contractor shall prepare gravel pad for the project sites for the four new CXT

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(brand) flush toilet buildings (Refer to Sheet 27 and 29 of the Drawings for building size and CXT Specifications). The Contractor shall provide all site work needed for proper installation of the buildings (clearing, grubbing, excavation, backfill, compaction, grading, etc.); the Government will supply the new toilet buildings; and CXT Incorporated will deliver and place the buildings. New flush toilet buildings will be placed in accordance to field survey stakes on the ground by the Forest Service. See Section 13129 of these Specifications for additional details.

• The septic tanks and drain fields at B, C and D Loops are planned for replacement under separate Contract. If the tanks have been replaced prior to this Contract, the Contractor shall connect the new toilet buildings to the septic tanks. If the tanks have not been replaced, the Contractor shall extend the new sewer line out 10ft from the edge of the new buildings, then cap and stake for future connection to the new septic tanks.

• Contractor shall preserve and re-connect the existing septic tank and drain field to the new toilet building at the Sutton Picnic Area.

• Contractor shall provide and install a new cleanout for the new sewer system at Picnic Area. See Section 02530 and 02532 of these Specifications and Sheet 25 of the Drawings for additional details.

• Contractor shall provide and install underground utilities that will connect the campground’s water system with the flush toilets.

• Contractor shall use a certified plumber to install septic tanks and underground utilities (water lines and sewer lines).

• Contractor shall construct a sidewalk around the each building and concrete walkway from the campground road to restrooms so that they meet Americans with Disabilities Act (ADA) compliance standards.

• Work at this site shall be completed the end of May in order to minimize disruption and safety hazards to the new Asphalt Project that will start on the first week of June.

Drift Creek Falls:

Existing Conditions:

• Single Gunnison CXT toilet

• No water and electricity available

• See Sheet 28 of Drawings for building size.

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New location:

• Old logs and vegetation are at the proposed site for the new toilet building.

• No electricity and water for the new toilet building.

Project Summary: (See Sheets 23 and 24 of Drawings for more detail)

• Contractor shall demolish one existing single CXT (brand) vault toilet restroom building and legally dispose of off Government land. See Section 02060 of these Specifications and the Drawings for additional details.

• Contractor shall prepare the new site for a new CXT (brand) Tioga with Chase vault and toilet building (see Sheet 30 for building size). The exact alignment of the buildings will be designated by the Forest Service on the ground by way of staking.

• The Contractor shall provide clearing and grubbing and finish site work for proper installation of the new CXT (brand) Tioga toilet buildings. The Government will supply the new toilet buildings, and CXT Incorporated will deliver and place the new buildings. CXT Incorporated will also provide excavation, bedding, backfill, and compaction for the new CXT toilet building. Contractor shall coordinate time for delivery with CXT prior to construction.

• Contractor shall construct a new walkway from the edge of the paved road to restrooms so that they meet Americans with Disabilities Act (ADA) compliance standards, see Sheet 24 of the Drawings for more detail.

• Work at this site shall be completed by the last week of May 2010, because a new Paving Project will start the beginning of June 2010.

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SECTION 00100

MEASUREMENT AND PAYMENT

1.PART 1 – GENERAL

1.01 MEASUREMENT AND PAYMENT

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 and materials will be considered as included in the payment for items shown.

B. When more than one class, size, or thickness is specified in the SCHEDULE OF ITEMS for any pay item, suffixes will be added to the item number to differentiate between items to be bid.

1.02 DETERMINATION OF QUANTITIES

A. For individual construction items, longitudinal and lateral measurements for area computations will be made horizontally or corrected to horizontal measurement unless otherwise specified.

B. The average end area method will be used to compute volumes of excavation or embankment. However, if in the judgment of the COR, the average end area method is impractical, measurement will be made by volume in hauling vehicles or by other three dimensional methods.

C. Structures will be measured according to lines SHOWN ON THE DRAWINGS or as altered by the CO in writing to fit field conditions.

D. For items that are measured by the linear foot, such as pipe culverts, fencing, guardrail, and under drains, measurements will be made parallel to the base or foundation upon which the structures are placed. Pipe and pipe arch culverts shall be measured along center of invert; arches shall be measured at spring line.

E. For aggregates weighed for payment, the tonnage will not be adjusted for moisture content, unless otherwise provided in SPECIAL PROJECT

SPECIFICATIONS.

F. For bituminous material, volumes will be measured at 60°F or will be corrected to the volume at 60°F by using ASTM D1250 for asphalts.

Emulsified asphalt will be measured at 60°F, or measured by converting the gallonage at another temperature to gallonage at 60°F by means of the following formula:

1. Gallons at 60°F = Gallons at A°F A 1+0.00025 (A°F - 60°F)

2. in which A°F is the temperature of the material at the time the gallonage is measured.

G. For vehicular shipments, net certified scale weights or weights based on certified volumes will be used as a basis of measurement. Measurements

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H. When bituminous materials are shipped, net certified weights, or volume corrected for loss of foaming, can be used for computing quantities.

I. For standard manufactured items, such as fence, wire, plates, rolled shapes, pipe conduits, etc., identified by gauge, weight, section dimensions, etc., such identification shall be considered the nominal weights or dimensions.

Unless controlled by tolerances in cited specifications, manufacturer's tolerances will be accepted.

1.03 UNITS OF MEASUREMENT

A. Payment will be by units defined and determined according to U.S.

Standard measure as follows:

1. Acre – Make longitudinal and transverse measurements for area computations horizontally.

2. Cubic Yard - A measurement computed by one of the following methods:

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

b. Material in Place or Stockpile - The measurement computed with 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.

3. Cubic Yard Mile - A combination of linear and volumetric measurement meaning the movement of a cubic yard of material 1 mile.

4. Each - One complete unit, which may consist of one or more parts.

The quantity is the actual number of units completed and accepted.

5. Gallon – The quantity may be measured by any of the following methods:

a. Measured volume container.

b. Metered volume. Use an approved metering system

c. Commercially packaged volumes.

6. Hour – Measurement will be for the actual number of hours ordered and performed by the Contractor.

7. Linear Foot – Measure from end to end, parallel to the base or foundation being measured, or horizontal.

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8. Lump Sum – Do not measure directly. The bid amount is complete payment for all work described in the contract and necessary to complete the work for that item.

9. MFBM - One thousand board feet measure based on nominal widths, thicknesses, and extreme usable length of each piece of lumber or timber actually incorporated in the job.

10. Mile – Measure horizontal along the centerline of each roadway, approach road, or ramp.

11. Pound – If sacked or packaged material is furnished, the net weight as packed by the manufacturer may be used.

12. Square Foot - Measure on a plane parallel to the surface being measured or horizontal.

13. Square Yard – Measure on a plane parallel to the surface being measured or horizontal.

14. Station - One hundred linear feet measured horizontally.

15. Station Yard - A combination of linear and volumetric measurement meaning the movement of a cubic yard of material one station.

16. Thousand Gallons Mile - A combination of linear and volumetric measurement meaning the movement of 1,000 gallons of material 1 mile.

17. Ton - Short ton consisting of 2,000 pounds.

18. Ton Mile - A combination of linear and weight measurement meaning the movement of 1 ton of material 1 mile.

1.04 METHODS OF MEASUREMENT

A. One of the following methods of measurement for determining final payment is DESIGNATED on the SCHEDULE OF ITEMS for each pay item:

B. Designed Quantities (DQ) - These quantities denote the final number of 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:

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

2. As a result of the CO determining that errors exist in the original design data used to determine designed quantities that cause a pay item to change by 15 percent or more.

3. As a result of the Contractor submitting to the CO a written request showing evidence of errors in the original design data used to determine design quantities that cause a pay item total to change by 15 percent or more. The evidence must be verifiable and consist of

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4. Staked Quantities (SQ) - These quantities are determined from staked measurements prior to construction.

5. Actual Quantities (AQ) - These quantities are determined from measurements of completed work.

6. Vehicle Quantities (VQ) - These quantities are measured or weighed in hauling vehicles.

7. 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 will not be measured.

1. PART 2 - PRODUCTS (NOT APPLICABLE)

2. PART 3 - EXECUTION (NOT APPLICABLE)

3. PART 4 – MEASUREMENT AND PAYMENT (NOT APPLICABLE)

END OF SECTION 00100

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SECTION 01200

MOBILIZATION PAYMENT PROCEDURES

1. PART 1 – GENERAL

1.01 SUMMARY

A. This work shall consist of preparatory work and operations necessary for the movement of personnel, equipment, supplies, and incidentals to each project site, and for all other work and operations that must be performed or that cause costs to be incurred prior to beginning work on the various items on the project site. Payments shall be divided according to the specific site where work is being initiated.

2. PART 2 - PRODUCTS (NOT USED)

3. PART 3 - EXECUTION

3.01 EQUIPMENT PREPARATION

A. To reduce the risk of noxious weeds being introduced into the project area, the following practices shall be followed:

1 All heavy equipment (excluding passenger vehicles) shall be clean and free of soil, vegetative matter, or other debris that may contain or hold weed seeds prior to entering National Forest System lands.

2 Off-road equipment shall be made available for inspection by the CO prior to work to ensure it is free of all soil, seeds, vegetative matter, and other debris that could hold or contain seeds.

3 Material sources (e.g. rock or borrow sites) shall be inspected to ensure that they are weed-free before use and transportation. If material from a stockpile that is weed-infested is used, the top layers shall be scraped off to remove seeds and plants, and treat before any use of this pit material.

4 Erosion control materials (seed, straw, hay) shall be certified free of weed seed and plant parts.

4. PART 4 - MEASUREMENT AND PAYMENT

4.01 PROGRESS PAYMENTS WILL BE MADE AS FOLLOWS:

A. When 5 percent or more of the original contract amount is earned from other pay items, 50 percent of the amount for mobilization for that particular site, or 5 percent of the original contract amount, whichever is less, will be paid.

B. When 10 percent or more of the original contract amount is earned from other pay items, 100 percent of the amount for mobilization for that particular site, or 10 percent of the original contract amount, whichever is less, will be paid.

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1. Upon completion of all work at a particular site, any unpaid amount for mobilization for that site will be paid.

2. The total of all payments shall not exceed the original contract amount for this item.

4.02 BASIS OF PAYMENT

1. Payment will be made under:

PAY ITEM DESCRIPTION PAY UNIT

01200-AS Alder Dune South Mobilization Lump Sum 01200-AN Alder Dune North Mobilization Lump Sum 01200-SB Sutton B Loop Mobilization Lump Sum 01200-SC Sutton C Loop Mobilization Lump Sum 01200-SD Sutton D Loop Mobilization Lump Sum 01200-SP Sutton Picnic Area Mobilization Lump Sum 01200-HC Horse Creek Mobilization Lump Sum 01200-CP1 Cape Perpetua Site 1 Mobilization Lump Sum 01200-CP2 Cape Perpetua Site 2 Mobilization Lump Sum 01200-CP3 Cape Perpetua Site 3 Mobilization Lump Sum 01200-RC Rock Creek Mobilization Lump Sum 01200-RE1 River Edge Site 1 Mobilization Lump Sum 01200-RE2 River Edge Site 2 Mobilization Lump Sum 01200-RE3 River Edge Site 3 Mobilization Lump Sum 01200-BB1 Blackberry Site 1 Mobilization Lump Sum 01200-BB2 Blackberry Site 2 Mobilization Lump Sum 01200-ECC Eel Creek Center Mobilization Lump Sum 01200-ECN Eel Creek North Mobilization Lump Sum 01200-ECS Eel Creek South Mobilization Lump Sum 01200-DC Drift Creek Falls Mobilization Lump Sum

END OF SECTION 01200

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SECTION 01300

SUBMITTALS

PART 1 – GENERAL

1.01 SUMMARY

A. The following submittal requirements and procedures are required in addition to and as an explanation of FAR Clause 52.236-21 and AGAR Clause 452.236-76.

B. Section Includes:

1. These requirements are for all submittals including but not limited to, product data, samples, shop drawings, catalogs and manufacturer’s literature, schedules, substitution requests, layouts, as-built drawings, maintenance and operating data, guarantees, etc.

2. Submittals shall be made for all fabricated items furnished and installed as specified.

3. Work shall not commence on any item requiring submittals until submittals are approved in writing by the CO.

1.02 SUBMITTAL REQUIREMENTS

A. All submittals shall be accompanied by a submittal transmittal form.

B. Equipment numbers shall be listed for items being submitted.

C. Submittals for various items shall be made with a single form when the items taken together constitute a manufacturer’s package or are so functionally related that expediency indicates checking or review of the group or package as a whole.

D. Submit three sets of catalog cuts, shop drawings and manufacturer's installation, operating and maintenance instructions for all material and equipment requiring submittals to the CO.

E. Obtain written approval for the above submittals prior to construction, assembly, and delivery.

F. Submittals shall have sufficient detail to determine if ratings, characteristics, and physical construction are equivalent to those specified.

G. Where manufacturer's catalog sheets are used, indicate the specific items to be supplied in ink either by arrow, encircled on the sheet, or the inapplicable portion blocked out. List manufacturer's name, contract, section and drawing sheet reference number on each catalog sheet.

Identify where equipment is to be used, if not obvious.

H. Submittals shall show any changes to be made resulting from substitution of equipment or materials for those that are specified.

1.03 TYPE AND NUMBER REQUIRED:

A. Manufacturer’s Literature Submit four (4) each copies of required manufacturer’s literature. Modify product data by deleting information which is not applicable to the project, or by marking each copy to identify

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1. Correcting: The Contractor shall make any corrections required by the CO and shall resubmit corrected submittals until accepted. The Contractor shall provide for enough time for reviews, revisions and resubmittals to not delay the work.

1.04 MATERIAL PRODUCT SUBMITTALS

A. Material submittals shall be sufficient to demonstrate compliance with the

Specifications and Drawings. The following list may not be complete, but is provided for the Contractor’s convenience.

1. Pressure Pipe and Fittings (water and sewer)

2. Gravity Sewer Pipe and Fittings

3. Waterline Marking Tape

4. Sewer line Marking Tape

5. Sanitary Cleanouts

6. Septic Tanks

7. Effluent Filters

8. Effluent Pump (System components)

9. Electrical Conduit and Cable

10. Water valve and valve box

11. ADA water hydrants

12. Concrete mix design

13. Electrical splice box

1.05 OTHER SUBMITTALS

A. Work Progress Schedule: To ensure adequate planning and execution of the Work so that the Work is completed within the respective number of calendar days allowed in the contract, and to assist the CO in appraising the reasonableness of the proposed schedule and evaluating the progress of the Work, prepare the following:

1. Within ten (10) calendar days after being awarded the Contract, prepare and submit for the CO’s information, a progress schedule for the Work using estimated times and events, if necessary.

2. The progress schedule shall be related to the entire Project to the extent required by the Contract Documents, and shall provide for expeditious and practicable execution of the work.

3. The progress schedule shall show the anticipated work schedules for each of the twenty (20) individual work sites of this project. Refer to the Statement of Work and other sections of these Specifications for restrictions on the scheduling of work at each individual site due to other construction occurring at these sites, public safety, etc.

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4. Update the schedule as needed and resubmit it to the CO for reference with each progress payment request.

B. Fire Protection Requirements Forms – supplied by the Government at the post-award conference. (Also see Section J).

1. Fire Protection and Suppression Form R6-FS-6300-52

2. Additional Fire Precautionary Measure 1 – Tank Truck Form R6-FS-

6300-53

3. Additional Fire Precautionary Measure 2 – Communications Form R6-

FS-6300-54

C. Safety Plan per FAR 52.236-13, Alternate I Accident Prevention

1.06 CONTRACTOR’S VERIFICATION

A. General

4. All submittals are instruments of the Contractor. The Contractor shall carefully check all items of the Contractor’s subcontractors and supplier as well as the Contractor’s own before transmitting them as the Contractor’s submittals to the CO.

B. Determine and verify:

1. Field measurements.

2. Field construction criteria.

3. Catalog numbers and similar data.

4. Conformance with specifications.

C. Stamp and initial all submittals indicating that they have been reviewed prior to sending to CO.

D. QUESTIONS: The Contractor shall review all submittals and include answers to any questions or clarifications required by subcontractors and, in particular, shall ascertain that the submittals meet all requirements of the Contract Documents.

1.07 COORDINATION OF SUBMITTALS

A. GENERAL: Prior to submittal for CO’s review, use all means necessary to fully coordinate all material, including the following procedures:

1. Determine and verify all field dimensions and conditions, materials, catalog numbers and similar date.

2. Coordinate as required with all trades and with all public agencies involved.

3. Secure all necessary approvals from public agencies and others and signify by stamp, or other means, that they have been secured.

4. Clearly indicate all deviations from the Contract Documents.

5. On re-submittals, clearly indicate all revision or changes from original submittal.

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B. GROUPING OF SUBMITTALS: Unless otherwise specifically permitted by the CO make all submittals in groups containing all associated items;

the CO may reject partial submittals as not complying with the provisions of the Contract Documents.

1.08 TIME SCHEDULES

A. GENERAL

1. Make all submittals far enough in advance of schedule dates of installation to provide all required time for reviews, for securing necessary approvals, for possible revisions and re-submittal, and for placing orders and securing delivery.

2. In scheduling, allow at least (14) calendar days for the CO’s review following receipt of each submittal. On re-submittals, allow at least 7 calendar days.

3. Though the CO may utilize other agents (inside or outside the USFS) to assist in submittal review, only the CO has the authority to issue action in regards to submittals.

B. DELAYS: The Contractor shall provide for enough time for reviews, revisions and re-submittals to not delay the work. Costs of delays occasioned by tardiness of submittals shall be borne by the Contractor.

C. SHOP DRAWINGS AND PRODUCT DATA

1. The Contractor shall make any corrections required by the Government and shall resubmit corrected Shop Drawings, and manufacturer’s literature until accepted.

2. When submittals have received final acceptance, the…