AG-0267-S-08-0012_sockeye_cg_project_specs.pdf

PROJECT SPECIFICATIONS FOR

RFP AG-0267-S-08-0012

FOR

SOCKEYE CAMPGROUND RECONSTRUCTION

ON THE

SAWTOOTH NATIONAL FOREST

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

Section C - Description/Specifications/Statement of Work

GENERAL SPECIFICATIONS

SOCKEYE CAMPGROUND RECONSTRUCTION PROJECT

(3/14/2008)

1.1 SCOPE OF CONTRACT

A. This project consists of reconstructing the Sockeye Campground located next to Redfish Lake on the Sawtooth National Recreation Area on the Sawtooth National Forest. The work shall include: demolition and disposal (or salvage) of existing campground facilities (site furniture, restrooms, water system, concrete pads, signs, bulletin boards, etc.); pulverizing existing asphalt surface roads, spurs and parking areas; patching, crack sealing and chip sealing the existing two lane entrance road; reconstruction and paving of the loop road, turnaround road, pullouts, parking spurs, and parking areas; constructing new concrete surface family units with site furnishings (picnic tables, fire rings, and utility tables);

constructing new decomposed granite tent pads; replacing the existing water system; constructing new aggregate and asphalt surface paths; installing new vault toilets; constructing a new solar electrical system and installing new liquid petroleum gas piping and concrete pad for tank at the host unit;

relocating and painting the existing fee tube and 3-panel bulletin board; relocating and painting three single panel bulletin boards; installing 1 new single panel bulletin board; constructing other site features (traffic control signs, gate, speed bumps, garbage dumpster pads and recycle centers, concrete curb stops, sewage holding tank, unit markers, culvert and paint striping, barrier rocks, stairs and rockery retaining walls).

B. The base project and the optional items are identified in the schedule of items. The drawings and specifications provide more definition of the work required under each work item. The contractor must bid on the base project and all option items. The government reserves the right to award any and all option items.

1.2 PROJECT LOCATION

A. Sockeye Campground is part of the Redfish Lake Complex located south of Stanley, Idaho. From Stanley, proceed south for 4 miles on Hwy 75 to the turnoff of Redfish Lake Road #214. Proceed southwest on the Redfish Lake Road. The campground is located at the end of the road on the east side of the lake.

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 Contractor will be responsible for signing and limiting public access.

2. Utilities are not available at the site for construction purposes. The Contractor will be responsible for coordinating the installation of temporary power for the site and the cost for the service.

3. The Contractor shall provide temporary toilet facilities (porta-potty) at the site during all construction work for employee use. Toilet facilities shall be provided at a rate of one stool for every 10 workers assigned or working on site. Contract may use the existing toilets located throughout the campground in lieu of temporary toilet facilities until these toilets are removed.

4. All construction equipment shall be pressure washed before entering the Site. 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/brushguard assemblies will be required. The purpose is to reduce or eliminate the transportation of noxious weeds, which is required by Federal and State regulations.

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

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

approved by the COR and Idaho Department of Transportation. Construction signing for traffic control shall conform to the Manual of Uniform Traffic Control Devices (MUTCD). All traffic control signs will be placed in areas adequate for a truck pulling a fifth wheel trailer to be turned around. Contractor shall not be paid directly for this item, rather it will be considered incidental to other items of work listed in the Schedule of Items.

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 (work or housing) on site. Overnight camping on site will not be allowed.

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 GOVERNMENT FURNISHED MATERIALS

A. The following is a list of government furnished materials. Unless otherwise noted, government furnished materials (with the exception of aggregate and tend pad surfacing material) will be located in the Stanley Administrative Site Yard. Aggregate will be located at the Champion Creek Pit and tent pad surfacing material will be located at Stanley Creek DG Pit. If specific work items are awarded, it will be the contractor’s responsibility to load, transport to the construction site, assemble and install government furnished materials. The following is a list of government furnished materials for the project:

1. Comfort station – single, vault pre-cast concrete

2. Comfort station – double, vault pre-cast concrete

3. All Signs (Including unit markers and minor site identification sign)

4. Crushed aggregate base (for roads, parking, spurs and under asphalt paths)

5. Crushed aggregate base (under family units asphalt surface paths and aggregate surface paths)

6. Chip seal aggregate

7. Special bedding and pipe-zone material for utility trenches

8. Tent pad surface material (decomposed granite)

9. All family unit site furnishings (including picnic tables, fire rings and utility tables)

10. Recycle Centers

11. Items to be relocated from onsite:

a. Fee tube

b. Bulletin Boards (with exception of one new single panel bulletin board)

c. Barrier rocks (with exception of new rocks shown in the schedule of items)

1.8 START DATE

A. Not before July 8, 2008

1.9 CONTRACT TIME

A. 150 Calendar Days

1.10 SPECIFICATIONS

A. The following specifications are attached. 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 incidental and included in the payment for those items.

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

Section 010250 - Construction Staking Section 011250 - Measurement And Payment With Asphalt Section 011900 - Mobilization Section 013300 - Submittal Procedures Section 014100 - Quality Control Section 024100 - Waste Material Disposal Section 024102 - Removal, Disposal, & Salvage Of Existing Constructed Features Section 026460 - Dumpster Pad With Recycle Center Section 029020 - Rockery Retaining Wall Section 033000 - Cast-In-Place Concrete Section 033020 - Concrete From Packaged Dry Mix For Minor Structures Section 062010 - Heavy Timber Stair Construction Section 099100 - Painting Section 101110 - Bulletin Boards Section 101400 - Signs Section 101415 - Minor Site Identification Sign (Hdpe) Section 129305 - Fee Tube Section 129400 - Family Units Section 133402 - Utility Boxes Section 133450 - Precast Vault Toilet Installation Section 221100 - Water Distribution Systems Section 221102 - Curb Valves And Boxes Section 221103 - Plumbing Appurtenances Section 221105 - Water Hydrants Section 221310 - Sewage Holding Tank Section 231126 - Liquefied-Petroleum Gas Piping 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 311000 - Clearing And Grubbing Section 312000 - Earthwork Section 312100 - Project Site Preparation And Grading Section 312225 - Excavation & Embankment Section 312230 - Rock Blasting Section 321200 - Hot-Mix Asphalt Paving Section 321203 - Crack Seal Section 321204 - Crushed Aggregate Base Or Surface Course Section 321217 - Chip Seal (Bituminous Surface Treatment) Section 322100 - Tent Pad Section 322205 - Barrier Rocks Section 322622 - Precast Concrete Curb - Colored Section 322640 - Pavement Marking Section 322706 - Asphalt Pavement Pulverizing Section 322716 - Gates For Roads Section 332228 - Culvert Pipe And Pipe Arches

END OF SECTION C

March 2008

CONSTRUCTION STAKING 010250-1

USDA FOREST SERVICE, R-4

SOCKEYE CAMPGROUND RECONSTRUCTION PROJECT

SECTION 010250 - CONSTRUCTION STAKING

PART 1 - GENERAL

1.1 SUMMARY

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

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 may be 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 roads and spurs, road transitions and edge of parking areas and pullouts.

2.2 STAKES

A. Identification stakes and hubs shall be of sufficient length and width to be solidly 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

2. Waterlines, 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.

CONSTRUCTION STAKING 010250-2

PART 3 - EXECUTION

3.1 GENERAL

A. The Contractor shall provide all necessary staking and control for all phases of construction. The contractor shall use the data and information shown on the project drawings and provided by the government 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. Staking will be approved by the CO before starting construction work.

C. 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: 0.1 ft (vertical)

4. Building corners: 0.1 ft (elevation); 0.1 ft (horizontal)

D. 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.

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

F. Horizontal and vertical accuracy for slope stake, slope stake references, and clearing limits,in feet or percentage of horizontal distance measured from centerline or reference stake, whichever is greater, slope reference stakes and slope stakes: 0.1 ft or 0.5%. Clearing limits: 1.0 ft.

3.2 ESTABLISING AND REFERENCING IMPROVEMENT LOCATIONS

A. Roads, Spurs and Parking Areas:

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

B. Culverts

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

a. The actual field measured length

b. The vertical and horizontal distance from hubs to the invert at the ends of the culvert.

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 set at a maximum of 50-foot interval and as necessary to provide the control for the construction work.

CONSTRUCTION STAKING 010250-3

D. Buildings, Concrete Pads and Tent Pads

1. Locations and orientation of buildings and pads shall be identified in the field by the Contracting Officer. Slope stakes and slope stake references shall be established by the Contractor at each corner and as necessary to provide adequate construction control. Stakes shall also reference Finish Floor Elevation.

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 0.3 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 or provided in information from Government.

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 PCC Point of compound curvature POC Point on curve PT Point of tangency POT Point on tangent CP Control Point 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.

CONSTRUCTION STAKING 010250-4

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

December 2007

MEASUREMENT AND PAYMENT WITH ASPHALT 011250-1

SOCKEYE CAMPGROUND RECONSTRUCTION PROJECT

SECTION 011250 - MEASUREMENT AND PAYMENT WITH ASPHALT

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.

7. 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:

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

* A°F is the temperature of the material at the time the gallonage is measured.

MEASUREMENT AND PAYMENT WITH ASPHALT 011250-2

a. For vehicular shipments, net certified scale weights or weights based on certified volumes will be used as a basis of measurement. Measurements will be adjusted when bituminous material has been lost from the vehicle or the distributor, has been wasted, or has otherwise not been incorporated into this work. Determining true weights of hauling vehicles shall be made by weighing the empty vehicles at least once a day at the times the CO directs. Each vehicle shall bear a plainly legible identification mark.

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

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 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. Acre: Make longitudinal and transverse measurements for area computations horizontally.

2. 94lb Bag: Measurement will be for the actual number of 94lb bags of standard cement or grout.

3. Cubic Yard (CY): 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 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.

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

5. Gallons (GAL): The quantity shall be measured by any of the following methods:

a. Measured volume in container.

b. Metered volume by approved metering system.

c. Commercially package volume.

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

7. Linear Foot (LF): Measurement of work along its length from point-to-point; parallel to the base or foundation. Do not measure overlaps.

8. Lump Sum (LS): One complete unit.

9. Mile: Measured horizontally along the centerline of each roadway, approach, or ramp.

10. Pound (LB): For sacked or packaged material, measurement will be the net weight as packed by the manufacturer.

11. Square Foot (SF): Measured on a plane parallel to the surface being measured.

12. Square Yard (SY): Measured on a plane parallel to the surface being measured.

MEASUREMENT AND PAYMENT WITH ASPHALT 011250-3

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

1.4 METHOD 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:

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.

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. STAKED QUANTITIES (SQ) - These quantities are determined from staked measurements prior to construction.

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

1.5 PRICE ADJUSTMENT (for Out-of-Specification Bituminous Materials)

A. Bituminous materials are defined as all types and grades of asphalt cement, liquid asphalt, emulsified asphalt, and dust oil.

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

C. The price reduction shall apply to all pay items affected.

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

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

MEASUREMENT AND PAYMENT WITH ASPHALT 011250-4

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

Test AASHTO Test Method Spot Test T102 Particle Charge T59 Ductility T51

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

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

Table 011250-1

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

Deviation from Specification Limit Measured in Reproducibility Units*.

Application Less than 1 1 but less than

2 but less than

3 or more

Price reduction applicable to bituminous base course and pavement mixture or to seal coat and bituminous material paid for as a separate item.

0% 5% 25% Remove & Replace

Price reduction applicable to bituminous material paid for as a separate item.

0% 10% 25% Remove & Replace

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

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

PART 2 - PRODUCTS (NOT APPLICABLE)

PART 3 - EXECUTION (NOT APPLICABLE)

END OF SECTION 011250

May 2005

MOBILIZATION 011900-1

SOCKEYE CAMPGROUND RECONSTRUCTION PROJECT

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.

B. The measurement shall be lump sum for mobilization.

C. Payment:

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

July 2005

SUBMITTAL PROCEDURES 013300-1

SOCKEYE CAMPGROUND RECONSTRUCTION PROJECT

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, Test Reports 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 submittals.

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:

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.

SUBMITTAL PROCEDURES 013300-2

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.

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:

SUBMITTAL PROCEDURES 013300-3

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.

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.

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.

SUBMITTAL PROCEDURES 013300-4

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.

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 013300-1

Spec.

Section Section Title Subsec-tion Required Submittal

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 033000 Cast-in-Place Concrete 1.3 A Product Data 033000 Cast-in-Place Concrete 1.3 B Design Mix 033000 Cast-in-Place Concrete 1.3 C Quality Control Test Reports 033000 Cast-in-Place Concrete 1.3 D Available Coloring Samples 133402 Utility Boxes 1.3A Product Data 133402 Utility Boxes 1.3B Shop Drawings 133402 Utility Boxes 1.3C Product Certificates 221100 Water Distribution System 1.3A Product Data 221100 Water Distribution System 1.3B Plan for Disposal of Disinfection Water 221103 Plumbing Appurtenances 1.2A Product Data 221103 Plumbing Appurtenances 1.2B Operation and Maintenance Data 221105 Water Hydrants 1.3A Manufacturer’s Literature 221105 Water Hydrants 1.3B Certificate 221105 Water Hydrants 1.3C Maintenance Data 221310 Sewage Holding Tank 1.3A Product Data 221310 Sewage Holding Tank 1.3B Shop Drawings 221310 Sewage Holding Tank 1.3C Coordination Drawings 221310 Sewage Holding Tank 1.3D Certificate 312225 Excavation and Embankment 1.3A Density Test Results 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 321200 Hot-Mix Asphalt Paving 3.9 In-place Density and Thickness Test Re-sults 321203 Crack Seal 1.2A Product Data and Manufacturer’s Rec-ommendations 321204 Crushed Aggregate Base or Surface Course 1.2B Weigh Scale Certification and Weight

Tickets 321204 Crushed Aggregate Base or Surface Course 1.2B Compaction Test Results 321217 Bituminous Surface Treatment 1.3B Material Certificates 321217 Bituminous Surface Treatment 1.3C Proposed Spread Rates 312230 Rock Blasting 1.2 See Specification 322622 Precast Concrete Curb 2.1B Certificate of Conformance – Concrete

Curb 322640 Pavement Markings 1.3A Product Data 332228 Culvert Pipe 1.3A Fabricator’s Certification

END OF SECTION 013300

JANUARY 2008

QUALITY CONTROL 014100-1

SOCKEYE CAMPGROUND RECONSTRUCTION PROJECT

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.

PART 2 - PRODUCTS (Not Applicable)

PART 3 - EXECUTION

3.1 QUALITY CONTROL SYSTEM

QUALITY CONTROL 014100-2

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.

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

QUALITY CONTROL 014100-3

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 Certification requirements and frequency for specific items shall be as specified in the drawings and specification. The following table is a summary of the required sampling, testing, and certification for the project - the table is to assist the Contractor, but may not be all inclusive – additional sampling, testing, and certification may be required by specific specification section:

TABLE 1450-1

Item

Subsection Certification or Test Required

Frequency 033000 3.10 Concrete – three cylinders, slump, air, tem-perature 1 composite per truck load de-livered 221100 3.2.N HDPE Pipe –

Bent Strap Test 1 per day

221100 3.6 Hydrostatic Testing of Potable Water Sys-tem

See Spec.

221100 3.7A Bacteriological Examination After disinfection , before use 221310 3.4A Holding Tank Leakage Test Until Passing 231126 3.6A&C Tests and Inspections According to NFPA 58 and

NFPA 54

312000 2.5C Tracer Wire Conductivity for each Utility

Line See Spec.

312000 3.14C Compaction Test – at Pipe Zone One test – at each road and spur crossing

312000 3.14D Compaction Test – above Pipe Zone One test every other lift – at each road and spur crossing

312000 3.21D Compaction Test – Backfill/Fills under Buildings

One test every 600 S.F. area per lift, minimum of one test per building 312225 1.3B Compaction – Road Embankment (method

4) One test every 1000 sq. yd. of embankment per lift 321200 3.9 A & B Field Density Tests and Asphalt Thickness

Test One test for every 1,000 sq. yd.

of pavement 321204 3.4 Compaction Tests – Aggregate One test for every 1,000 sq. yd.

of aggregate 332228 3.7 Compaction Tests – Backfill One test for every Culvert at top of subgrade

END OF SECTION

WASTE MATERIAL DISPOSAL 024100-1

SOCKEYE CAMPGROUND RECONSTRUCTION PROJECT

SECTION 024100 - WASTE MATERIAL DISPOSAL

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes the loading, handling, hauling, and placing of excess excavation material, unsuitable excavation material, clearing and grubbing debris, and disposal of construction debris.

1.2 MEASUREMENT AND PAYMENT

A. There will be no separate measurement or payment for work in this Section. Waste material disposal is considered incidental to other items of work shown in the Schedule of Items.

PART 2 - PRODUCTS – NOT APPLICABLE

PART 3 - EXECUTION

3.1 Waste material to be removed and hauled to a Government disposal area designated on the drawings.

A. All excavated material not used in the construction of embankments or backfilling of trenches, or other excess material resulting from the excavation and embankment operation shall be hauled to a disposal area.

B. All unsuitable excavated material, oversize boulders, stumps, and other clearing and grubbing debris shall be hauled to a disposal area.

C. All slash and logs shall be hauled to the Stanley Administration Yard and placed in the burn pile in a manner approved by the Contracting Officer.

D. Government Disposal Area (Site Designated on the Drawings):

1. A pit shall be excavated within the existing waste disposal site at a location approved by the CO.

Excavated material shall be stockpiled for use in burying and reclaiming the site at the completion of on-site work.

2. Material shall be placed, crushed and compacted to minimize the pit size.

3. At the completion of on-site work, the pit shall be recovered with the excavated material to a uniform depth, smoothed and sloped to drain.

3.2 Waste material to be removed and hauled off of Government Property:

A. All other waste material, including concrete, metal, plastic, masonry, fiberglass, BST (not used in construction of subgrade) and processed/painted wood shall be removed from the project site and legally disposed off of Government property in an approved landfill.

1. The Contractor is responsible for all costs and permits associated with landfill disposal.

2. The Government is not responsible for…