005-Specifications1of2.pdf

TECHNICAL SPECIFICATIONS

CAPE PERPETUA

WATER & WASTEWATER SYSTEM

Prepared for:

USDA FOREST SERVICE

March 31, 2010

AG-0489-S-10-0481

Siuslaw National Forest Central Coast RD, Cape Perpetua

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Cape Perpetua Water & Wastewater System

FOR THE IMPROVEMENTS TO

WATER & WASTEWATER SYSTEMS

Prepared for:

USDA FOREST SERVICE

March 31, 2010

MARCH 2010

Engineer: Cascade Design Professionals, Inc.

Milwaukie, Oregon

Project No. CD07-37-T6 Copy No. ______

Siuslaw National Forest

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CAPE PERPETUA WATER & WASTEWATER

TABLE OF CONTENTS

DIVISION 0 AND DIVISION 1 – GENERAL REQUIREMENTS

00 21 13 INSTRUCTIONS TO BIDDERS

00 41 00 BID FORM

01 11 00 SUMMARY OF WORK

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 33 00 SUBMITTAL PROCEDURES

01 42 00 REFERENCES

01 45 00 QUALITY CONTROL

01 50 00 TEMPORARY FACILITIES AND CONTROLS

01 57 00 TEMPORARY CONTROLS

01 77 00 PROJECT CLOSEOUT

01 78 23 OPERATION AND MAINTENANCE DATA

DIVISION 2 – EXISTING CONDITIONS

02 41 13 SELECTIVE SITE DEMOLITION

02 41 13.23 UTILITY LINE REMOVAL

DIVISION 3 - CONCRETE

03 30 00 CAST-IN-PLACE CONCRETE

DIVISION 26 - ELECTRICAL

26 00 01 GENERAL TECHNICAL PROVISIONS

26 00 02 BASIC MATERIALS AND METHODS

26 00 03 CONTROLS AND INSTRUMENTATION

26 00 04 SPECIALIZED ELECTRICAL MATERIALS

DIVISION 31 - EARTHWORK

31 23 33 TRENCHING AND BACKFILLING

31 25 00 EROSION AND SEDIMENTATION CONTROL

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 10 01 SURFACE RESTORATION

32 31 13 CHAIN LINK FENCES AND GATES

DIVISION 33 - UTILITIES

33 05 23 TRENCHLESS UTILITY INSTALLATION

33 11 00 WATER UTILITY DISTRIBUTION PIPING

33 31 00 SANITARY UTILITY SEWERAGE PIPING

33 34 00 SANITARY UTILITY SEWERAGE FORCE MAINS

33 36 00 SEPTIC TANKS

33 37 00 WASTEWATER EFFLUENT TREATMENT SYSTEM

33 39 13 SANITARY SEWER MANHOLES, FRAMES AND COVERS

33 71 00 ELECTRICAL UTILITIES

33 71 01 UNDERGROUND CONTROL CABLE AND POWER DISTRIBUTION

SECTION 00 21 13

INSTRUCTION TO BIDDERS

PART 1 – GENERAL

1.1 DESCRIPTION

A. The basis for measurement and payment for all work performed under this contract shall be as listed in the "Bid Form." Unless the work to be performed is specifically called out to be measured and paid for in the Bid Form, payment for such work shall be included in other applicable items of the Bid Form. There shall be no separate measurement and payment for any such work not specifically listed in the Bid Form.

B. Items listed in the Bid Form as lump sum shall be on a lump sum all required basis. No direct measurement will be made for lump sum bid items. Bid items calling for unit prices show estimated quantities of work to be performed. These quantities, although shown with as much accuracy as possible, are approximate only and are for bidding purposes only. Payment to the Contractor shall be made on the quantity of work actually performed by the Contractor.

C. The summation of all bid items under the Bid Form shall equal all work required by the Drawings and Specifications regardless of whether individual items of work are described under bid item descriptions or not. Payment shall be made at the contract unit bid or lump sum prices listed in the Bid. The prices listed therein shall be payment in full for all labor, tools, equipment, materials, etc., which are required to construct respective bid items according to the Contract Documents, including all work and materials incidental thereto.

D. Payment for unit bid items and lump sum bid items only partially completed at the end of monthly pay periods shall be based on a percentage of work completed as determined by the Government. An example is the construction of pipelines where the unit bid price includes the excavation and backfill of the trenches, installation of pipe, trench compaction, flushing and testing, although the Contractor may have installed a certain footage of pipeline, yet has not completed the testing and/or restoration work. The actual payment for that bid item will be reduced to reflect the actual amount of work completed.

E. Measurement and pay items for individual construction components shall include purchase, transportation, and all other freight costs to the Cape Perpetua Campground site. Measurement and pay items for installation of a separate construction item shall include all the equipment, labor, and ancillary items necessary to completely install the item. Ancillary items shall include all items (i.e., pipe stubouts, risers, electrical wire, painting, etc.) necessary to make the item complete.

F. Providing valve keys shall be incidental to the work. Provide, at a minimum, two valve keys for each type/size of valve nut.

G. Dewatering shall be incidental to the contract.

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H. Provide sludge measuring samplers for the septic tanks. Provide a range of sizes to meet the sampling needs for all tank sizes.

1.2 MEASUREMENT AND PAYMENT

A. WATER SYSTEM IMPROVEMENTS

BID ITEM A-1 – MOBILIZATION/DEMOBILIZATION

Measurement for payment for mobilization/ demobilization shall be on a lump sum all required basis. This item shall include all bonds required for the water system improvement project. Payment shall be made at the lump sum price stated in the Bid Form for "Mobilization/ Demobilization". Eighty percent of the bid amount for mobilization/demobilization will be after 10% of the job is complete as determined by the CO and the remaining twenty percent of the bid amount will be paid on when final clean up and all punch list items are substantially complete.

BID ITEM A-2 – EROSION CONTROL

Measurement for payment for erosion control shall be measured on a lump sum basis and shall include all excavation, backfill, erosion control measures, monitoring of erosion control, replacement of the erosion control measures as necessary, removal of the erosion control measures at the completion of the water distribution project, restoration of the area, and other items. Payment shall be made at the unit price stated in the Bid Form for "Erosion Control".

BID ITEM A-3 – SELECTIVE SITE DEMOLITION

Measurement and payment for the Selective Site Demolition shall be made on a lump sum basis as called for on the Drawings and shall include the demolition and removal of all items designated on the Drawings and not covered under other demolition items. Selective Site Demolition includes, but is not limited to, demolition and removal of the existing well pump house; site clearing as necessary to complete the work; and other items. Measurement and payment shall include disposal, haul, fill, site work necessary to bring the site to grade, removal of concrete, and all fees related to disposal. No separate payment shall be made for phasing the work in order to maintain water service and wastewater treatment at the site. Payment shall be made at the lump sum price stated in the Bid Form for “Selective Site Demolition".

BID ITEM A-4 – SITE PREPARATION

Measurement and payment for the Site Preparation shall be made on a lump sum basis as called for on the Drawings and shall include the site grading around the new waste water treatment plant and septic tanks, base rock, and

AG-0489-S-10-0481

Siuslaw National Forest compaction. Payment shall be made at the lump sum price stated in the Bid Form for “Site Preparation".

BID ITEM A-5 – GRAVEL AND ASPHALT SURFACE RESTORATION

Measurement for payment shall be made on a square yard basis. Area in square yards shall be computed as the length along centerline of pipe times the allowable pay width of surface restoration. Areas which may overlap, either lengthwise or widthwise, will be included only once. Double payment for overlap areas will not be made. The pay width of each type of restoration will be limited to the actual width restored or the pay limit shown on pipeline trench standard details on the Drawings, whichever is less, unless otherwise specifically shown on the Drawings or approved in writing by the Government.

Any gravel and asphalt restoration necessary due to the Contractor's operation, but outside the specified pay widths, shall be done at the Contractor's own expense and at no cost to the Government. The pay widths as described above shall in no way limit the width of the trench as required for safety. The above widths only define pay limits.

Payment will be made at the unit bid prices as designed and as stated in the Bid Form, for "Gravel Surface Restoration." There will be no separate payment for topsoil replacement, seeding, mulching, etc. These items shall be considered incidental to the work.

BID ITEM A-6 – ADA ACCESSIBLE CAMPGROUND HYDRANTS

Measurement and payment for ADA Accessible Campground Hydrants shall be made on a per each basis as called for on the Drawings and shall include the service line, fittings, post, grate, concrete pad, valves and boxes, excavation, backfill, disposal of any excess excavation, etc. Payment shall be made at the unit price as designed and as stated in the Bid Form for "ADA Accessible Campground Hydrants".

BID ITEM A-7 – 1-1/2” WATER SERVICE

Measurement for payment for 1-1/2” water service shall be made on a per each basis and shall include the service line, connections, water meters and boxes, valves, excavation, backfill, and compaction. Payment shall be made at the unit price as designed and as stated in the Bid Form for "1-1/2” Water Pipe".

BID ITEM A-8 – 2” WATER LINE

Measurement for payment for 2” Water Pipe shall be measured on a linear foot basis and shall include all excavation, backfill, pipe, compaction, and other items. Payment shall be made at the unit price as designed and as stated in the Bid Form for "2” Water Pipe".

BID ITEM A-9 – 4” WATER LINE

Measurement for payment for 4” Water Pipe shall be measured on a linear foot basis and shall include all excavation, backfill, pipe, compaction, and other items. Payment shall be made at the unit price as designed and as stated in the Bid Form for "4” Water Pipe".

BID ITEM A-10 – MISCELLANEOUS PIPE FITTINGS AND

APPURTENANCES AT WELL HOUSE

Measurement for payment for miscellaneous pipe fittings and appurtenances at well house shall be measured on a lump sum basis and shall include furnishing and installing all necessary fittings and appurtenances for functional operation.

Payment shall be made at the lump sum price as designed and as stated in the Bid Form for "Miscellaneous Pipe Fittings and Appurtenances". Installation of new steel bollards at existing well shall be considered incidental to this pay item.

BID ITEM A-11 – NEW MODULAR WELL HOUSE

Measurement for payment for new modular well house shall be measured on a lump sum basis and shall include furnishing and installing new modular well house as indicated by Drawings and per manufacturer’s requirements; site preparation; building unloading and placement, electrical and connection to all utility services; and installation. Payment shall be made at the lump sum price as designed and as stated in the Bid Form for "New Modular Well House".

BID ITEM A-12 – CONTROL EQUIPMENT – ELECTRICAL (WELL

HOUSE)

Measurement for payment for control equipment at the well house shall be measured on a lump sum basis. This item shall include all excavation, bedding, backfill, fittings, wiring, conduit, conduit markers, location wire, disposal and haul of excess excavated material, couplings and other items, except handhole pull boxes, installed in the line as detailed on the Drawings. The depth shall be as shown on the Drawings and as required in the field for proper installation.

No field measurements will be made for depth. Payment shall be made at the unit price as designed and as stated in the Bid Form for "Control Equipment – Electrical (well house)".

BID ITEM A-13 – PROJECT CLOSEOUT/OPERATION AND

MAINTENANCE MANUALS

Measurement and payment for the Project Closeout and Operations and Maintenance Manuals shall be made on a lump sum basis shall include all project closeout items including the punchlist, all operations and maintenance manuals for the pump, control panels, motors, motor regulator, and other O&M manuals as required. Payment shall be made at the lump sum price stated in the Bid Form for “Project closeout/O&M Manuals".

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Siuslaw National Forest

OPTIONAL ITEM 1 – WATER TO DEVILS CHURN

1. TEMPORARY WORK ZONE TRAFFIC CONTROL

Measurement and payment for the Temporary Work Zone Traffic Control shall be made on a lump sum basis shall include all traffic control measures as required. Payment shall be made at the lump sum price stated in the Bid Form for “Temporary Work Zone Traffic Control".

2. TRENCHLESS WATER CROSSING UNDER HIGHWAY

Measurement for payment for Directional Drilling Under Highway shall be measured on a linear foot basis and shall include all excavation, backfill, pipe, compaction, and other items necessary for the work.

Payment shall be made at the unit price as designed and as stated in the Bid Form for "Trenchless Water Crossing Under Highway".

3. 3” WATERLINE (INC. FITTINGS AND BACKFILL)

Measurement for payment for 3” Water Pipe shall be measured on a linear foot basis and shall include all excavation, backfill, pipe, compaction, and other items. Payment shall be made at the unit price as designed and as stated in the Bid Form for "3” Water Pipe".

4. PAVEMENT RESTORATION IN SHOULDERS

Measurement for payment for Pavement Restoration in Shoulders shall be made on a square yard basis. Area in square yards shall be computed as the length along centerline of pipe times the allowable pay width of surface restoration. Areas which may overlap, either lengthwise or widthwise, will be included only once. Double payment for overlap areas will not be made. The pay width of each type of restoration will be limited to the actual width restored or three (3) feet, whichever is less, unless otherwise specifically shown on the Drawings or approved in writing by the Government.

OPTIONAL ITEM 2 – WATER TO VISITOR’S CENTER

1. TEMPORARY WORK ZONE TRAFFIC CONTROL

Control shall be made on a lump sum basis shall include all traffic control measures as required. Payment shall be made at the lump sum price stated in the Bid Form for “Temporary Work Zone Traffic Control".

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2. 3” WATER LINE (INC. FITTINGS AND BACKFILL)

Measurement for payment for 3” Water Pipe shall be measured on a linear foot basis and shall include all excavation, backfill, pipe, compaction, and other items. Payment shall be made at the unit price as designed and as stated in the Bid Form for "3” Water Pipe".

3. PAVEMENT RESTORATION IN SHOULDERS

Measurement for payment for Pavement Restoration in Shoulders shall be made on a square yard basis. Area in square yards shall be computed as the length along centerline of pipe times the allowable pay width of surface restoration. Areas which may overlap, either lengthwise or widthwise, will be included only once. Double payment for overlap areas will not be made. The pay width of each type of restoration will be limited to the actual width restored or the pay limit listed in the following table, whichever is less, unless otherwise specifically shown on the Drawings or approved in writing by the Government.

B. WASTEWATER SYSTEM IMPROVEMENTS

BID ITEM B-1 – MOBILIZATION/DEMOBILIZATION

Measurement for payment for mobilization/ demobilization shall be on a lump sum all required basis. This item shall include all bonds required for the project.

Payment shall be made at the lump sum price stated in the Bid Form for "Mobilization/ Demobilization". Eighty percent of the bid amount for mobilization/demobilization will be after 10% of the job is complete as determined by the CO and the remaining twenty percent of the bid amount will be paid on when final clean up and all punch list items are substantially complete.

BID ITEM B-2 – EROSION CONTROL

Measurement for payment for erosion control shall be measured on a lump sum basis and shall include all excavation, backfill, erosion control measures, monitoring of erosion control, replacement of the erosion control measures as necessary, removal of the erosion control measures at the completion of the project, restoration of the area, and other items. Payment shall be made at the unit price stated in the Bid Form for "Erosion Control".

BID ITEM B-3 – SELECTIVE SITE DEMOLITION

Measurement and payment for the Selective Site Demolition shall be made on a lump sum basis as called for on the Drawings and shall include the demolition and removal of all items designated on the Drawings and not covered under other demolition items. Selective Site Demolition includes, but is not limited to, demolition and removal of the existing well pump house; removal of fencing where designated; site clearing as necessary to complete the work; and other

AG-0489-S-10-0481

Siuslaw National Forest items. Measurement and payment shall include disposal, haul, fill, site work necessary to bring the site to grade, removal of concrete, and all fees related to disposal. No separate payment shall be made for phasing the work in order to maintain water service and wastewater treatment at the site. Payment shall be made at the lump sum price stated in the Bid Form for “Selective Site Demolition".

BID ITEM B-4 – SITE PREPARATION

Measurement and payment for the Site Preparation shall be made on a lump sum basis as called for on the Drawings and shall include the site grading around the new waste water treatment plant and septic tanks, base rock, and compaction. Payment shall be made at the lump sum price stated in the Bid Form for “Site Preparation".

BID ITEM B-5 – 6’ CHAIN-LINK FENCE

Measurement for payment for chain-link fence shall be measured on a linear foot basis and shall include all excavation, posts, fabric, braces, ties, barbed wire, brackets, and other items. Payment shall be made at the unit price as designed and as stated in the Bid Form for "Chain-Link Fence".

BID ITEM B-6 – 6” SANITARY SEWER PIPE

Measurement for payment for 6” Sanitary Sewer Pipe shall be measured on a linear foot basis and shall include all excavation, backfill, pipe, compaction, and other items. Payment shall be made at the unit price as designed and as stated in the Bid Form for "6” Sanitary Sewer Pipe".

BID ITEM B-7 – 12,000 GALLON SEPTIC TANK

A. Measurement for payment for 12,000 Gallon Septic Tank shall be made on a per each basis for each size of tank furnished and installed at the site.

Measurement shall include all labor, equipment, excavation, bedding, backfill, compaction, and all other items to make the septic tank complete.

B. Payment shall be made at the unit price as designed and as stated in the Bid Form for "12,000 Gallon Septic Tank."

BID ITEM B-8 – 18,000 GALLON SETTLING (SEPTIC) TANK

A. Measurement for payment for 18,000 Gallon Settling Tank shall be made on a per each basis for each size of tank furnished and installed at the site.

Measurement shall include all labor, equipment, excavation, bedding, backfill, compaction, and all other items to make the settling tank complete.

B. Payment shall be made at the unit price as designed and as stated in the Bid Form for "10,000 Gallon Settling Tank."

BID ITEM B-9 – EFFLUENT TREATMENT SYSTEM

Measurement and payment for the Effluent Treatment System shall be made on a lump sum basis as called for on the Drawings and shall include the excavation, installation, testing and startup, all materials necessary, connections, power connection, duplex pumps as required for mixing and dosing, tanks, and all other items to make the effluent treatment system complete.

Payment for this item begins at the recirculation tank and ends at the coupling to the sanitary sewer at the wastewater lift station. Payment shall be made at the lump sum price stated in the Bid Form for “Effluent Treatment System".

BID ITEM B-10 – EFFLUENT SYSTEM CONTROL PANEL

Measurement for payment effluent system control panel shall be measured on a lump sum basis. This item shall include all excavation, bedding, backfill, fittings, wiring, conduit, conduit markers, location wire, disposal and haul of excess excavated material, couplings and other items, except handhole pull boxes, installed in the line as detailed on the Drawings. The depth shall be as shown on the Drawings and as required in the field for proper installation. No field measurements will be made for depth. Payment shall be made at the unit price as designed and as stated in the Bid Form for "Effluent System Control Panel". Temporary removal and re-installation or relocation of signs, posts, etc., shall be considered incidental to the work.

BID ITEM B-11 – ELECTRICAL SERVICE AT TREATMENT PLANT

Measurement for payment for electrical service at treatment plant shall be measured on a lump sum basis. This item shall include all excavation, bedding, backfill, fittings, wiring, conduit, conduit markers, location wire, disposal and haul of excess excavated material, couplings and other items, except handhole pull boxes, installed in the line as detailed on the Drawings. The depth shall be as shown on the Drawings and as required in the field for proper installation.

No field measurements will be made for depth. Payment shall be made at the unit price as designed and as stated in the Bid Form for "Electrical Service at Treatment Plant". Temporary removal and re-installation or relocation of signs, posts, etc., shall be considered incidental to the work.

BID ITEM B-12 – PROJECT CLOSEOUT/OPERATION AND

MAINTENANCE MANUALS

Measurement and payment for the Project Closeout and Operations and Maintenance Manuals shall be made on a lump sum basis shall include all project closeout items including the punchlist, all operations and maintenance manuals for the pump, control panels, motors, motor regulator, and other O&M manuals as required. Payment shall be made at the lump sum price stated in the Bid Form for “Project closeout/O&M Manuals".

OPTIONAL ITEM 3 – REPLACE 3” FORCE MAIN TO EFFLUENT SPRAY

FIELD

1. TEMPORARY WORK ZONE TRAFFIC CONTROL, COMPLETE

Control shall be made on a lump sum basis shall include all traffic control measures as required. Payment shall be made at the lump sum price stated in the Bid Form for “Temporary Work Zone Traffic Control".

2. 3” PVC FORCEMAIN (INC. FITTINGS AND BACKFILL)

Measurement for payment for 3” PVC Forcemain shall be measured on a linear foot basis and shall include all excavation, backfill, pipe, compaction, and other items. Payment shall be made at the unit price as designed and as stated in the Bid Form for "3” PVC Forcemain".

3. PAVEMENT RESTORATION IN SHOULDERS

Measurement for payment for Pavement Restoration in Shoulders shall be made on a square yard basis. Area in square yards shall be computed as the length along centerline of pipe times the allowable pay width of surface restoration. Areas which may overlap, either lengthwise or widthwise, will be included only once. Double payment for overlap areas will not be made. The pay width of each type of restoration will be limited to the actual width restored or the pay limit listed in the following table, whichever is less, unless otherwise specifically shown on the Drawings or approved in writing by the Government.

4. TRENCHLESS SEWER CROSSING AT VISITOR CENTER

ENTRANCE

Measurement for payment for Trenchless Sewer Crossing at Visitor Center Entrance shall be measured on a linear foot basis and shall include all excavation, backfill, pipe, compaction, and other items necessary for the work. Payment shall be made at the unit price as designed and as stated in the Bid Form for "Trenchless Sewer Crossing at Visitor Center Entrance".

PART 2 - PRODUCTS (NOT USED)

PART 3 - EXECUTION (NOT USED)

PART 4 - MEASUREMENT AND PAYMENT (NOT USED)

END OF SECTION

Siuslaw National Forest

SECTION 00 41 00

BID FORM

US FOREST SERVICE

CAPE PERPETUA CAMPGROUND

WATER AND WASTEWATER SYSTEM

A. Bidders shall submit a Bid for each item of Work listed in the Bid Form.

B. Discrepancies between the multiplication of units of Work and unit prices will be resolved in favor of the unit prices. Discrepancies between the indicated sum of ay column of figures and the correct sum there of will be resolved in favor of the correct sum.

C. Bid items calling for unit prices show estimated quantities of Work to be performed. These quantities are approximate only and are for bidding purposes only. Payment to the Contractor shall be made on the Work actually performed by the Contractor.

Schedule A - New Water Distribution System - Campground Only

ITEM

NO. ITEM AMOUNT UNIT UNIT PRICE

TOTAL

PRICE

A-1 Mobilization/Demobilization All Req'd L.S. $ $

A-2 Erosion Control All Req'd L.S. $ $

A-3 Selective Site Demolition All Req'd L.S. $ $

A-4 Site Preparation All Req'd L.S. $ $

A-5 Gravel Surface Restoration 160 S.Y. $ $

A-6 ADA Accessable Campground Hydrants 18 EA $ $

A-7 1-1/2" Water Service 895 L.F. $ $

A-8 2" Water Line 1,285 L.F. $ $

A-9 4" Water Line 3,580 L.F. $ $

A-10 Miscellaneous Pipe Fittings and Appurtenances at Well House All Req'd L.S. $ $

A-11 New Modular Well House 1 L.S. $ $

A-12 Control Equipment - Electrical (Well House) 1 L.S. $ $

A-13 Project Closeout / Operation and Maintenance Manuals All Req'd L.S. $ $

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Schedule A Total $

Otional Items

ITEM NO. ITEM AMOUNT UNIT UNIT PRICE

TOTAL

Optional Item 1 - Water to Devil's Churn

Temporary Work Zone Traffic Control, Complete All Req'd L.S. $ $

Trenchless Water Crossing Under Highway 70 L.F. $ $ 3" Water (inc. fittings, backfill) 850 L.F. $ $ Pavement Restoration in Shoulders 217 S.Y. $ $

Subtotal Additve

Alternate 1 $

Optional Item 2 - Water to Visitor's Center

3" Water (inc. fittings, backfill) 670 L.F. $ $ Pavement Restoration in Shoulders 186 S.Y. $ $

Alternate 2 $

Total With Additive Alternates 1 & 2

Included $

Schedule B - Wastewater System Improvements

NO. ITEM AMOUNT UNIT UNIT PRICE

B-1 Mobilization/Demobilization All Req'd L.S. $ $

B-2 Erosion Control All Req'd L.S. $ $

B-3 Selective Site Demolition All Req'd L.S. $ $

B-4 Site Preparation All Req'd L.S. $ $

B-5 6' Chain-Link Fence 295 L.F. $ $

B-6 6" Sanitary Sewer Pipe 183 L.F. $ $

B-7 12,000 Gallon Septic Tank 1 Each $ $

B-8 18,000 Gallon Settling (Septic) Tank 1 L.S. $ $

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B-9 Effluent Treatment System 1 L.S. $ $

B-10 Effluent System Control Panel 1 L.S. $ $

B-11 Electrical Service at Treatment Plant 1 L.S. $ $

B-12 Project Closeout / Operation and Maintenance Manuals All Req'd L.S. $ $

Schedule B

Total $

Optional Items

NO. ITEM AMOUNT UNIT UNIT PRICE

Optional Item 3 - Replace 3" Force Main to Effluent Spray Field

3" PVC Forcemain (inc. fittings, backfill) 2,360 L.F. $ $ Pavement Restoration in Shoulders 433 S.Y. $ $

Trenchless Sewer Crossing Under Visitor Center Entrance 50 L.F. $ $

Alternate 3 $

Total With Additive Alternate 3 Included $

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 SUMMARY

A. Work for this project consists of:

1. Decommissioning of the existing wastewater lagoon, and the RV dump station. Installation of two new septic tanks.

2. Install a new wastewater treatment package plant (settling tank, Orenco

AX100 filters, recirculation pumps, recirculation tank, blowers, manual transfer switch for back-up generator, electrical power and controls).

3. Pressure testing of existing effluent piping. Provide new effluent piping as an optional bid item.

4. Replacement of the potable water distribution system from the storage reservoir throughout the campground to Highway 101, to Devil’s Churn Wayside and to the Visitor’s Center, the latter two being optional bid items in the contract;

5. Replacement of the potable water supply line from the well house to the storage reservoir;

6. Installation of a new modular well house with piping and controls (with a chlorine treatment system) adjacent to the existing well house.

1.2 LOCATION

A. This project is located at the Cape Perpetua Campground. The campground is located on Highway 10, approximately 3 miles south of the City of Yachats, in Lincoln County, Oregon.

1.3 GENERAL SITE CONDITIONS AND WEATHER

A. The elevation of the project ranges from about 170 to approximately 300 feet above mean sea level. The construction site can experience rainfall, wind, and cold temperatures.

B. A limited geotechnical investigation of this site was made by Pacific Geotechnical LLC. A copy of the report is included in the construction documents “Summary of Work”.

C. In-depth water table surveys have not been performed; however, if water is encountered during excavation, the Contractor shall perform adequate dewatering to

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Siuslaw National Forest keep the excavation free from water and dispose of the water without damage to property.

1.4 USE OF PREMISES

A. General: Contractor shall have limited use of premises for construction operations, including use of Project site, during construction period. Contractor's use of premises is limited by the Government's right to perform work or to retain other contractors on portions of Project and by the use of the campers and workers at the site.

B. Contractor shall at all times conduct his operations to ensure the least inconvenience to the public and employees. Road closures will not be permitted.

C. Confine storage of materials to areas as approved by the Contracting Officer.

D. Contractor shall provide adequate signing and barricades and take necessary safety measures to protect the public during all construction operations. Contractor shall minimize disturbance of all areas.

E. Preservation of Natural Features: Confine all operations to work limits of the project. Prevent damage to natural surroundings. Restore damaged areas, repairing or replacing damaged trees and plants, at no additional expense to the Government.

1. Provide temporary barriers to protect existing trees and plants and root zones.

2. Do not remove, injure, or destroy trees or other plants without prior approval. Consult with the Contracting Officer and remove only agreed-on roots and branches that interfere with construction.

3. Do not fasten ropes, cables, or guys to existing trees.

4. Carefully supervise excavating, grading, filling, and other construction operations near trees to prevent damage.

F. Existing Utilities: Notify the Contracting Officer and utility companies of proposed locations and times for excavation.

1. Contractor shall be responsible for locating and preventing damage to known utilities. If damage occurs, repair utility at no additional expense to the Government. Existing utilities include septic drainfields. Locate all drainfields prior to beginning work.

2. Interruption of Existing Utility Service: Notify the Contracting Officer, 48 hours in advance of any interruption of existing utilities.

1.5 MEALS AND LODGING

A. Meals or lodging will not be available at Forest Service facilities.

1.6 CONSTRUCTION SEQUENCE

A. No work in Cape Perpetua Campground will be allowed prior to August 6th

B. Work in the Wastewater Treatment Plant, at Devil’s Churn, or the Cape Perpetua Visitor’s Center is excluded from the previous restriction. Coordinate with CO regarding scheduled interruption of water and sanitary sewer service prior to seasonal campground closure.

due to the presence of nesting song birds.

1.7 FIELD VERIFICATION

A. Field verify all new and existing dimensions and new and existing utility locations/elevations affecting the work of this contract before ordering products.

PART 2 PRODUCTS NOT USED

PART 3 EXECUTION NOT USED

Siuslaw National Forest

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

PART 1 GENERAL

1.1 SECTION INCLUDES

A. Coordination and project conditions.

B. Field engineering.

C. Preconstruction meeting.

D. Progress meetings.

1.2 COORDINATION AND PROJECT CONDITIONS

A. Coordinate scheduling, submittals, and Work of various elements to ensure efficient and orderly sequence of installation of interdependent construction elements.

B. Verify utility requirements and characteristics of operating equipment are compatible with utilities. Coordinate work of various sections having interdependent responsibilities for installing, connecting to, and placing in service, operating equipment.

C. Coordinate completion and clean-up of Work of separate sections in preparation for Substantial Completion.

D. After Owner occupancy of premises, coordinate access to site for correction of defective Work and Work not in accordance with Contract Documents, to minimize disruption of Owner's activities.

1.3 FIELD ENGINEERING

A. Employ Land Surveyor registered in State of Oregon and acceptable to Engineer.

B. Locate and protect survey control and reference points. Promptly notify CO of discrepancies discovered.

C. Control datum for survey is that shown on Drawings.

D. Verify set-backs and easements; confirm drawing dimensions and elevations.

E. Provide field engineering services. Establish elevations, lines, and levels, utilizing recognized engineering survey practices.

F. Maintain complete and accurate log of control and survey work as Work progresses.

G. Protect survey control points prior to starting site work; preserve permanent reference points during construction.

H. Promptly report to Engineer loss or destruction of reference point or relocation required because of changes in grades or other reasons.

I. Replace dislocated survey control points based on original survey control. Make no changes without prior written notice to CO.

1.4 PRECONSTRUCTION MEETING

A. Owner will schedule meeting after Notice of Award.

B. Attendance Required: USDA Forest Service technical representative, CO, and Contractor.

C. Agenda:

1. Execution of Owner-Contractor Agreement.

2. Submission of executed bonds and insurance certificates.

3. Distribution of Contract Documents.

4. Submission of list of Subcontractors, list of suppliers, and progress schedule.

5. Designation of personnel representing parties in Contract and Engineer.

6. Procedures and processing of field decisions, submittals, substitutions, applications for payments, proposal request, Change Orders, and Contract closeout procedures.

7. Scheduling.

8. Scheduling activities of Surveyor and Testing Laboratory.

D. Owner to record minutes and distribute copies within two days after meeting to participants, with one copies to Engineer, Contractor and those affected by decisions made.

1.5 PROGRESS MEETINGS

A. Progress meetings may be requested by the CO. Contractor and subcontractors representatives may be required to attend and participate in this meeting(s).

END OF SECTION

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SECTION 01 33 00

SUBMITTAL PROCEDURES

A. The work of this section consists of submittal requirements before and during construction.

B. This section includes administrative and procedural requirements for submitting Shop Drawings, Product Data, Samples, and other miscellaneous submittals.

1.2 RELATED REQUIREMENTS

A. Closeout submittals - Section 01 77 00.

1.3 SUBMITTAL AND APPROVAL PROCEDURES

A. All submittals shall be transmitted using United States Forest Service form DSC- 1(CS), dated 11/95. (A copy of the form is included at the end of this section.) No action will be taken on a submittal item unless accompanied by the transmittal form.

B. The following is a list of submittals that may not consist of the complete list, and may be added at the discretion of the Contracting Officer.

Section Part/Subpart Section Part/Subpart

01 50 00 Part 1.2 31 23 33 Part 1.2 03 30 00 Part 1.3 33 05 23 Part 1.4 26 00 01 Part 1.5 33 11 00 Part 1.3 26 00 02 Part 1.3 33 34 00 Part 1.4 26 00 03 Part 1.7 33 36 00 Part 1.3 26 00 03 Part 1.8 33 37 00 Part 1.3 26 00 03 Part 1.9 33 71 00 Part 1.3 26 00 04 Part 1.2 33 71 01 Part 1.4

C. As specified in the individual sections, forward submittals to Contracting Officer at least 15 days before need for approval. Unless a different number is specified, submit one reproducible original and two copies of each shop drawing, three copies of manufacturer's catalog sheets (cut sheets), three specimens of each sample, and three copies of all other submittals requested.

1. Shop Drawings: Include the following information with each copy of shop drawings:

a. Firm or entity that prepared each submittal clearly at the top of each submittal. Name and address of the prime Contractor

b. Project name.

c. Date.

d. Date of revisions (when applicable).

e. Professional Engineer’s Stamp and Signature where required.

f. Contractor's certification that shop drawing has been checked for compliance with contract documents.

g. Number and title of appropriate Specification Section and drawing number and detail reference as appropriate.

h. Details of fabrication, assembly and erection including connections and engagement to contiguous work.

i. Materials used and manufacturer’s information.

j. All required dimensions.

k. The term "by others" shall not be used. All work to be performed by others shall be identified by Contractor or subcontractor name, discipline, or trade.

2. Samples: Samples shall be large enough to illustrate clearly the functional characteristics.

3. Manufacturers' Catalog Sheets: Submit only pertinent pages; mark each copy of standard printed data to identify specific products proposed for use.

4. Manufacturer's Installation Instructions: When contract documents require compliance with manufacturer's printed instructions, provide one complete set of instructions for Contracting Officer and keep another complete set of instructions at the project site until substantial completion.

D. Contracting Officer reserves the right to require submittals in addition to those called for in individual sections.

E. Approved Equals:

1. For each item proposed as an "approved equal," submit supporting data, including:

a. Drawings and samples as appropriate.

b. Comparison of the characteristics of the proposed item with that specified.

c. Changes required in other elements of the work because of the substitution.

d. Name, address, and telephone number of vendor.

e. Manufacturer's literature regarding installation, operation, and maintenance, including schematics for electrical and hydraulic systems, lubrication requirements, and parts lists. Describe availability of maintenance service, and state source of replacement materials.

2. A request for approval constitutes a representation that Contractor:

a. Has investigated the proposed item and determined that it is equal or superior in all respects to that specified.

b. Will provide the same warranties for the proposed item as for the item specified.

c. Has determined that the proposed item is compatible with interfacing items.

d. Will coordinate the installation of an approved item and make all changes required in other elements of the work because of the substitution.

e. Waivers all claims for additional expenses that may be incurred as a result of the substitution.

3. Construction Materials: The Contractor is encouraged to submit for approval products made out of recycled or environmentally responsible material.

F. Coordinate all submittals and review them for legibility, accuracy, completeness, and compliance with contract requirements. Forward submittals that are related to or affect one another as a package to facilitate coordinated review. Each transmittal shall contain only data specific to that individual submittal.

G. Submittal Identification:

1. All sets of shop drawings, manufacturer's catalog sheets, samples, and other documents submitted to the Contracting Officer must have the identification information uniquely identifying the submittal, manufacturer, date, specification section stamped on the submittal.

2. Identification information of the submittal and specification section shall be applied to the bottom right margin on each page. Identification information on samples shall be applied to the most readily visible area on the sample or on tags attached to sample.

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H. Submittal Numbering:

1. Number each submittal consecutively.

2. For re-submittals use the original submittal number, plus a letter suffix beginning with A.

3. Additional re-submittals of the same item shall contain the original number with the next consecutive letter.

I. Contracting Officer's Review:

1. Submittals will be returned disapproved without technical review if identification information is missing, not filled in, or if placed on the back of the submittal; an incorrect number or format of submittals is provided; the transmittal form is incorrectly filled out; submittals are not coordinated.

2. Any work done or orders for materials or services placed before approval shall be at the Contractor's own risk.

3. After reviewing submittals, the Contracting Officer will return one copy of form DSC-1(CS) and one copy of applicable (marked up) submittal sheets to the Contractor. Shop drawing review notations will be returned on the reproducible original shop drawing. All other submitted items will be retained. The Contractor is responsible for producing additional copies for his/her own use.

4. The returned submittal will be marked in one of three ways as defined below:

a. APPROVED: Acceptable with no corrections.

b. APPROVED WITH NOTATIONS: Minor corrections or clarifications required. All comments are clear and no further review is required. The Contractor shall address all review comments when proceeding with the work.

c. DISAPPROVED - RESUBMIT: Rejected as not in accordance with the contract or as requiring major corrections or clarifications. The Contracting Officer will identify the reasons for disapproval. The Contractor shall revise and resubmit with changes clearly identified.

The Contractor shall allow an additional 15 days for CO approval of resubmittals.

Siuslaw National Forest

SECTION 01 42 00

REFERENCES

1.1 The following abbreviations, which may be used in the construction specifications, refer to the organizations and specifications of the organizations listed below:

AASHTO American Association of State Highway and

Transportation Officials 444 North Capitol Street, NW, Suite 249 Washington, D.C. 20001

ACI American Concrete Institute P.O. Box 9094 Farmington Hills, Michigan 48333-9094

ANSI American National Standards Institute 11 West 42nd Street, 13th Floor New York, New York 10036

APWA American Public Works Association 106 West 11th Street, Suite 1800 Kansas City, Missouri 64105-1806

ASLA American Society of Landscape Architects 4401 Connecticut Avenue, NW Fifth Floor Washington, D.C. 20008-2369

ASTM American Society for Testing and Materials 100 Barr Harbor Drive West Conshohocken, Pennsylvania 19428-2959

AWWA American Water Works Association 6666 W. Quincy Avenue Denver, Colorado 80235

EPA Environmental Protection Agency 401 M Street, SW Washington, D.C. 20460

FHWA Federal Highway Administration 1200 New Jersey Ave., S.E.

Washington, DC 20590

NACE National Association of Corrosion Engineers 1440 South Creek Drive P.O. Box 218340 Houston, Texas 77218-8340

NAPCA National Association of Pipe Coating Applicators 8th Floor, Commercial National Bank Building 333 Texas Street, Suite 800 Shreveport, Louisiana 71101-3673

NIOSH National Institute for Occupational Safety and Health NIOSH Building 1, Room 3007 1600 Clifton Road, NE Atlanta, Georgia 30333

NIST National Institute of Standards and Technology (US Department of Commerce) Building 101, #A1134 Route I-270 and Quince Orchard Road Gaithersburg, Maryland 20899 Send requests for publications to:

Superintendent of Documents Government Printing Office Washington, D.C. 20402

NSF National Sanitation Foundation World Headquarters 789 N. Dixboro Road Ann Arbor, MI 48105

ODEQ Oregon Dept. of Environmental Quality 811 SW 6th Ave.

Portland, OR 97204 165 E 7th Ave, Suite 100 Eugene, OR 97401

ODOT Oregon Department of Transportation 355 Capital Street NE Salem, Oregon 97301

OSHA Occupational Safety and Health Administration U.S. Department of Labor 200 Constitution Avenue, NW Washington, D.C. 20210

PCA Portland Cement Association 5420 Old Orchard Road Skokie, Illinois 60077-1083

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UL Underwriters Laboratories, Inc.

333 Pfingsten Road Northbrook, Illinois 60062

USDA U.S. Department of Agriculture 14th Street and Independence Avenue, SW Washington, D.C. 20250

USFS U.S. Forest Service

4077 SW Research Way PO Box 1148 Corvallis, Oregon 97339

Siuslaw National Forest

SECTION 01 45 00

QUALITY CONTROL

1 .1 DESCRIPTION

A. The work of this section consists of preparing and executing a quality control program.

B. Testing for this project shall include concrete testing and all pipe leakage testing, and start-up testing on all systems, and leakage testing for all new septic tanks.

1 .2 SUBMITTALS

A. As specified in Section 01 33 00.

B. Quality Control Plan:

1. At the time of the preconstruction conference, submit for approval a written Contractor Quality Control (CQC) plan.

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

3. The Government reserves the right to require changes in the plan during the contract period as necessary to obtain the quality specified.

4. No change in the approved plan may be made without written approval by the Contracting Officer.

5. The plan shall include:

a. A list of personnel responsible for quality control and assigned duties. Include each person's qualifications.

b. Names, qualifications, and descriptions of laboratories to perform sampling and testing, and samples of proposed report forms.

c. Methods of performing, documenting, and enforcing quality control of all work.

d. Methods of monitoring and controlling environmental pollution and contamination as required by regulations and laws.

e. Concrete testing and septic tank leakage testing.

C. Contractor's Quality Control Reports: Submit with invoice showing all inspections and tests on the first workday following the date covered by the report.

D. Test Reports:

1. Submit Test Information Sheets with Quality Control Daily Reports when Testing has been done.

2. Submit failing test results and proposed remedial actions within two days of noted deficiency.

E. Off-Site Inspection Reports: Submit prior to shipment.

F. If the CQC plan and Quality Control Reports are not submitted as specified, the Contracting Officer may retain all payments until such time a plan is approved and implemented.

1 .3 QUALITY ASSURANCE

A. General:

1. The quality of all work shall be the responsibility of the Contractor. Testing shall be the responsibility of an independent testing laboratory

2. Inspect and test all work often enough to ensure that the quality of materials, workmanship, construction, finish, and functional performance is in compliance with applicable specifications and drawings.

3. Test reports shall be completed by person performing the test.

4. The Contracting Officer may designate locations of tests.

B. Quality Control Staff:

1. The Contractor's Quality Control Supervisor may also perform the duties of Project Superintendent.

C. Testing Laboratory and Equipment:

1. Employ certified independent laboratories to perform sampling and testing.

The testing laboratory organization shall be certified for the type of testing work to be done.

2. All measuring devices, laboratory equipment, and instruments shall be calibrated at established intervals against certified standards in accordance with National Bureau of Standards requirements. Upon request, measuring and testing devices shall be made available for use by the Government for verification tests.

PART 2 PRODUCTS NOT USED.

PART 3 EXECUTION

3.1 OFF-SITE CONTROL

A. Items that are fabricated or assembled off-site shall be inspected for quality control at the place of fabrication.

3.2 ON-SITE CONTROL

A. Initial Phase:

1. As soon as work begins, inspect and test a representative portion of a particular feature of work for quality of workmanship.

2. Review control testing procedures to ensure compliance with contract requirements.

B. Follow-Up Phase: Inspect and test as work progresses to ensure compliance with contract requirements until completion of work.

3.3 DOCUMENTATION

A. Maintain Quality Control Reports and Test Report Information Sheets of quality control activities and tests.

3.4 ENFORCEMENT

A. The Contractor shall stop work on any item or feature pending satisfactory correction of any deficiency noted by the quality control staff or the Contracting Officer.

Siuslaw National Forest

SECTION 01 50 00

TEMPORARY FACILITIES AND CONTROLS

PART 1 GENERAL

1.1 SECTION INCLUDES

A. Construction Facilities:

1. Field offices and sheds.

2. Vehicular access.

3. Parking.

4. Progress cleaning and waste removal.

5. Traffic regulation.

6. Fire prevention facilities.

B. Temporary Controls:

1. Barriers.

2. Water control.

3. Dust control.

4. Erosion and sediment control.

5. Noise control.

6. Pollution control.

C. Removal of utilities, facilities, and controls.

1.2 Submittals

A. As specified in Section 01 77 00.

B. Submit traffic control plan for approval.

1.3 VEHICULAR ACCESS

A. Provide unimpeded access for emergency vehicles. Maintain 12 feet wide driveways with turning space between and around combustible materials.

B. Provide and maintain access to fire hydrants and control valves free of obstructions.

C. Use existing on-site roads for construction traffic.

1.4 PARKING

A. When site space is not adequate, provide additional off-site parking.

B. Use of designated areas of existing parking facilities used by construction personnel is permitted.

C. Do not allow heavy vehicles or construction equipment in parking areas.

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D. Maintenance:

1. Maintain traffic and parking areas in sound condition free of excavated material, construction equipment, products, mud, snow, and ice.

2. Maintain existing and permanent paved areas used for construction; promptly repair breaks, potholes, low areas, standing water, and other deficiencies, to maintain paving and drainage in original, or specified, condition.

E. Removal, Repair:

1. Remove temporary materials and construction within 30 days of Substantial Completion.

2. Repair existing facilities damaged by use, to specified condition.

1.5 PROGRESS CLEANING AND WASTE REMOVAL

A. Maintain areas free of waste materials, debris, and rubbish. Maintain site in clean and orderly condition.

B. Collect and remove waste materials, debris, and rubbish from site periodically and dispose off-site.

1.6 TRAFFIC REGULATION

A. Signs, Signals, And Devices:

1. Traffic Cones and Drums, Flares and Lights: As approved by…