Rosedale Waterline Specifications 20210317.pdf

Rosedale Waterline Replacement TOC

TABLE OF CONTENTS

US FOREST SERVICE

DESCHUTES NATIONAL FOREST, REGION 6

ROSEDALE WATERLINE REPLACEMENT

TECHNICAL SPECIFICATIONS

SECTION TITLE

DIVISION 01 – GENERAL REQUIREMENTS

00 21 13 DEFINITION OF BID ITEMS

01 11 00 SUMMARY OF WORK

01 33 00 SUBMITTALS

01 42 00 REFERENCE STANDARDS

01 45 00 CONTRACTOR QUALITY CONTROL

01 57 00 TEMPORARY CONTROLS

01 77 00 PROJECT CLOSEOUT

01 78 23 OPERATION AND MAINTENANCE MANUALS

DIVISION 02 – EXISTING CONDITIONS

02 41 00 EXISTING SITE CONDITIONS

DIVISION 03 - CONCRETE

03 30 00 CAST-IN-PLACE CONCRETE

DIVISION 26 - ELECTRICAL

26 00 10 BASIC ELECTRICAL REQUIREMENTS

26 05 34 CONDUIT

DIVISION 31 - EARTHWORK

31 23 33 EXCAVATION AND BACKFILL FOR UTILITIES

31 25 00 SEDIMENT AND EROSION CONTROL

DIVISION 32 – EXTERIOR IMPROVEMENTS

32 00 00 SURFACE RESTORATION

DIVISION 33 - UTILITIES

33 10 00 WATER DISTRIBUTION

33 11 00 WATER DISTRIBUTION PIPE

Rosedale Waterline Replacement 00 21 13 - 1/6

DEFINITION OF BID ITEMS

SECTION 00 21 13

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 time of invoice 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. Capping and abandoning of existing water lines not specifically called out in a pay item but shown on the drawings is incidental to the work and no separate pay item will be included for this work.

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. Abandoning existing water lines shall be incidental to the work.

Rosedale Waterline Replacement 00 21 13 - 2/6

H. The basis of bid for installing water lines across paved areas is open trench installation including flagging (incidental, if necessary), temporary backfill (incidental), steel plating, and all other items necessary to complete the installation. At the Contractors option, the Contractor may elect to install the pipe and conduit by other methods. No additional bid nor costs will be allowed if the Contractor elects to use a different option. A single lane of traffic shall be maintained at all times and all lanes shall be open during non-work hours.

I. 20% of the total contract price will be held for final payment. Bid items 2 and 3 must be complete prior to final payment.

1.2 BID ITEM 1 - MOBILIZATION/DEMOBILIZATION, 01 11 00

A. 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.

B. Mobilization estimates shall not exceed 10% of the total contract bid.

1.3 BID ITEM 2 – PROJECT CLOSEOUT/OPERATION AND MAINTENANCE

MANUALS, 01 77 00

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".

1.4 BID ITEM 3 – RECORD DRAWINGS, 01 77 00

Measurement and payment for the Record Drawings shall be made on a lump sum basis shall include all submittals and re-submittals of both electronic and hard-copy record drawings. Payment shall be made at the lump sum price stated in the Bid Form for “Record Drawings".

1.5 BID ITEM 4 – EROSION CONTROL, 31 25 00

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".

Rosedale Waterline Replacement 00 21 13 - 3/6

1.6 BID ITEMS 5, 6 - GRAVEL SURFACE RESTORATION AND ASPHALT SURFACE

RESTORATION, 32 00 00

Measurement for payment shall be made on a square yard basis for these two bid items.

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.

Pay Width Each Side Trench Depth* Feet of Centerline (feet)

0-4 2 4-6 3 1/2 6-8 5 1/2 8-10 7 1/2 10-12 9 1/2

* Trench depth is the depth from the ground surface to the invert of the pipe.

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 listed 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 stated in the Bid Form, for "Gravel Surface Restoration" and "Asphalt Surface Restoration." There will be no separate payment for asphalt concrete joint sealing, topsoil replacement, seeding, mulching, etc. These items shall be considered incidental to the work.

1.7 BID ITEMS 7, 8, 9, 10 – ______-INCH WATER LINE, 33 10 00

Measurement for payment for water line shall be measured on a lineal foot basis.

Lengths of pipe shall be determined by measuring along the centerline of the pipe as installed from one end to the other. This item shall include all excavation, bedding, backfill, thrust blocks, pipe penetrations, fittings, unions, couplings, abandoning existing water lines, disposal and haul of excess excavated material, flexible couplings and other items, except valves and meters, installed in the line as detailed on the Drawings. There is no specified pay depth for water lines. 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 stated in the Bid Form for "__-inch Water Line" for the various sizes and types as listed in the Bid.

Temporary removal and re-installation or relocation of signs, posts, etc., shall be considered incidental to the work.

Rosedale Waterline Replacement 00 21 13 - 4/6

1.8 BID ITEMS 11, 12, 13, 14 – ______-INCH WATER SYSTEM VALVE, 33 10 00

Measurement for payment for water system valves shall be made on a per each basis and shall include the valves as specified herein, including excavation, bedding, backfill, connections, valve box or meter box, corporation stops, fittings, etc. Payment shall be made at the unit price stated in the Bid Form for "__-Inch Water System Valve."

1.9 BID ITEM 15 - BORING UNDER CONCRETE SLAB, 33 10 00

Measurement for payment for the boring under the concrete slab shall be made on a per each basis for each boring and shall include the single boring required by Building 2225 as specified herein, including excavation, bedding, backfill, boring, pits, etc. Payment shall be made at the unit price stated in the Bid Form for "Boring Under Concrete Slab."

1.10 BID ITEM 16 – CONNECT TO EXISTING BUILDING WATER, 33 10 00

Measurement for payment for the connection to building water shall be made on a per each basis for each connection installed and shall include the connections as specified herein, including excavation, bedding, backfill, fittings, reducers, connections, etc.

Connections shall be for each building and the connection to the water system for the bunkhouses in the Warehouse Compound. Payment shall be made at the unit price stated in the Bid Form for "Connection to Existing Building Water."

1.11 BID ITEM 17 –YARD HYDRANT, 33 10 00

Measurement for payment for the yard hydrant shall be made on a per each basis for each yard hydrant installed and shall include the hydrants as specified herein, including excavation, bedding, backfill, connections, etc. Payment shall be made at the unit price stated in the Bid Form for "Yard Hydrant."

1.12 BID ITEM 18 – TRUCK FILL, 33 10 00

Measurement for payment for the truck fill station shall be made on a per each basis for each truck fill station installed complete including all fittings, signs, pipe, concrete, rock backfill, excavation, box, valves, and all other items to make the truck fill station complete from the mainline connection. Payment shall be made at the unit price stated in the Bid Form for "Truck Fill."

1.13 BID ITEM 19 – FIRE HYDRANT, 33 10 00

Measurement for payment for the fire hydrant shall be made on a per each basis for each fire hydrant installed and shall include the hydrants as specified herein, including excavation, bedding, backfill, tee, valve, spool, bracing, connections, etc. Payment shall be made at the unit price stated in the Bid Form for "Fire Hydrant."

Rosedale Waterline Replacement 00 21 13 - 5/6

1.14 BID ITEMS 20 – 3-INCH MAINLINE CONDUIT AND TRENCHING, 26 05 34

Measurement for payment for conduit shall be measured on a lineal foot basis. Lengths of conduit shall be determined by measuring along the centerline of the conduit as installed from one end to the other. This item shall exclude the conduit, conduit for this item shall be supplied by Midstate Electric Cooperative. This item shall include all excavation, bedding, backfill, fittings, couplings, sweeps, disposal and haul of excess excavated material, and other items, installed in the line as detailed on the Drawings.

There is no specified pay depth for conduit. 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 stated in the Bid Form for "3-inch Mainline Conduit And Trenching".

1.15 BID ITEMS 21 – 3-INCH MAINLINE CONDUIT, 26 05 34

Measurement for payment for conduit shall be measured on a lineal foot basis. Trenching and excavation will be paid for under a separate line item for the adjacent waterline.

Lengths of conduit shall be determined by measuring along the centerline of the conduit as installed from one end to the other. This item shall exclude the conduit, conduit for this item shall be supplied by Midstate Electric Cooperative. This item shall exclude all excavation, bedding, backfill, and disposal and haul of excess excavated material.

Excavation, bedding, backfill, and disposal and haul of excess excavated material shall be paid for under items 7, 8, 9, and 10. This item shall include all fittings, couplings, sweeps, disposal and haul of excess excavated material, and other items, installed in the line as detailed on the Drawings. There is no specified pay depth for conduit. 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 stated in the Bid Form for "3-inch Mainline Conduit".

1.16 BID ITEMS 22 – 3-INCH SECONDARY CONDUIT AND TRENCHING, 26 05 34

Measurement for payment for conduit shall be measured on a lineal foot basis. Lengths of conduit shall be determined by measuring along the centerline of the conduit as installed from one end to the other. This item shall include all excavation, bedding, backfill, fittings, conduit, couplings, sweeps, disposal and haul of excess excavated material, and other items, installed in the line as detailed on the Drawings. There is no specified pay depth for conduit. 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 stated in the Bid Form for "3-inch Secondary Line Conduit and Trenching".

1.17 BID ITEMS 23 – 3-INCH SECONDARY CONDUIT, 26 05 34

Measurement for payment for conduit shall be measured on a lineal foot basis. Trenching and excavation will be paid for under a separate line item for the adjacent waterline.

Lengths of conduit shall be determined by measuring along the centerline of the conduit as installed from one end to the other. This item shall exclude all excavation, bedding, Rosedale Waterline Replacement 00 21 13 - 6/6 backfill, and disposal and haul of excess excavated material. Excavation, bedding, backfill, and disposal and haul of excess excavated material shall be paid for under items 7, 8, 9, and 10. This item shall include all conduit, fittings, couplings, sweeps, disposal and haul of excess excavated material, and other items, installed in the line as detailed on the Drawings. There is no specified pay depth for conduit. 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 stated in the Bid Form for "3-inch Secondary Line Conduit".

1.18 BID ITEMS 24 – EXCAVATION FOR DEEP WELL AND SPLICE BOX, 26 05 34

Measurement for payment for the excavation and placement of conduit for deep wells and splice boxes shall be made on a per each basis for each installed and shall include the excavation, bedding, backfill, etc. This item shall exclude conduit, fittings, and sweeps;

these items are covered under separate bid items. This item shall exclude connections to existing transformers; connections to existing transformers shall be incidental to the contract. Payment shall be made at the unit price stated in the bid form for "Excavation for Deep Well and Splice Box."

1.19 BID ITEM 25 – 1-INCH WATER METER

Measurement for payment for the 1-inch water meter shall be made on a per each basis for each meter installed and shall include the meter as specified herein, excavation, bedding, backfill, connections, fittings, corporation stops, etc. Payment shall be made at the unit price stated in the Bid Form for "1-inch Water Meter and Box."

1.17 BID ITEM 26 - ROCK EXCAVATION, 32 00 00 (OPTIONAL)

Measurement for payment shall be made on a cubic yard basis for rock excavation. Area in cubic yards shall be computed as the actual depth of rock from the top of the rock encountered to the depth of the bottom of the pipe to the width as measured the inside pipe diameter plus 18 inches. Over excavation or excavating wider trenches shall not be paid for as additional excavation. When rock is encountered the contractor shall notify the CO immediately. The CO will note the depth of rock, the beginning and ending station that rock is encountered, and the size of the pipe. The measurement by the CO will be the pay amount. Payment shall be made at the unit price stated in the Bid Form for “Rock Excavation”.

PART 2 - PRODUCTS (NOT USED)

PART 3 - EXECUTION (NOT USED)

PART 4 - MEASUREMENT AND PAYMENT (NOT USED)

END OF SECTION

NO. ITEM/SPEC. REF. UNIT UNIT PRICE ESTIMATED

QUANTITY TOTAL PRICE

1 Mobilization/Demobilization LS All Req'd 01 11 00

2 Project Closeout/O&M Manuals LS All Req'd 01 77 00

3 Record Drawings LS All Req'd 01 77 00

4 Erosion Control LS All Req'd 31 25 00

5 Gravel Surface Restoration SY 500 32 00 00

6 Asphalt Surface Restoration SY 120 32 00 00

7 1-inch Water Line LF 500 33 10 00

8 2-inch Water Line LR 450 33 10 00

9 4-inch Water Line LF 1,100 33 10 00

10 6-inch Water Line LF 1,600 33 10 00

11 1-inch Water System Valve EA 11 33 10 00

12 2-inch Water System Valve EA 1 33 10 00

13 4-inch Water System Valve EA 3 33 10 00

WATERLINE REPLACEMENT

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 any column of figures and the correct sum thereof 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.

SECTION 00 21 13 - BID FORM

U.S. FOREST SERVICE

ROSEDALE

Bid Form

Rosedale Waterline Replacement 00300-1

BID FORM

NO. ITEM/SPEC. REF. UNIT UNIT PRICE ESTIMATED

QUANTITY TOTAL PRICE

14 6-inch Water System Valve EA 5 33 10 00

15 Boring Under Concrete Slab EA 1 33 10 00

16 Connect to Existing Building Water EA 12 33 10 00

17 Yard Hydrant EA 4 33 10 00

18 Truck Fill EA 1 33 10 00

19 Fire Hydrant EA 2 33 10 00

20 3-inch Mainline Conduit and Trenching LF 1,465 26 05 34

21 3-inch Mainline Conduit LF 2,760 26 05 34

22 3-inch Secondary Conduit and Trenching LF 890 26 05 34

23 3-inch Secondary Conduit LF 415 26 05 34

24 Excavation for Deep Well and Splice Box EA 7 26 05 34

25 1-inch Water Meter EA 11 33 10 00

TOTAL BID

26 Rock Excavation CY 29 32 00 00

TOTAL BID WITH ADJUSTMENT

Rosedale Waterline Replacement 00300-2

BID FORM

Rosedale Waterline Replacement 01 11 00 - 1/3

SUMMARY OF WORK

SECTION 01 11 00

PART 1 GENERAL

1.1 SUMMARY

A. This requirement is replacement/upgrade of the existing, dilapidated, leaking water system and overhead power lines that services both the residential and industrial portions of the USFS Rosedale Compound. The contract will trench and replace the existing water systems, bringing it up to current state codes, installing the required fire hydrants and shut-off valves to supply consistent, pressurized water. All overhead power lines and/or direct buried power lines will be replaced with underground power lines in conduit, eliminating the faults that occur in the compound annually. This contract will only place new electrical conduit and transformer deep well pads, all other forms of electrical work will be completed by others outside of this contract.

B. Work for this project consists of:

1. Provide and install approximately 3,200 lineal feet of new 6”, 4” and 2” waterline and related valves and fittings and connection to existing service connections;

2. Provide and install a new truck fill water station;

3. Provide and install new yard hydrants;

4. Provide and install approximately 1,305 lineal feet of new 3” PVC conduit;

5. Install approximately 4,225 lineal feet of 3” PVC conduit provided by others; and

6. Other related items to complete the above work.

1.2 LOCATION

A. This project is located at the Rosedale Compound, approximately 1.5 miles south of Crescent, Oregon and 16 mile north of Chemult, Oregon. The site is accessed from US Highway 97.

Site Address: 134301 U.S. HWY 97, Crescent, OR 97733

LAT: 43.440262, LON: -121.708536

1.3 SCHEDULE

A. Estimated Award Date: 5/01/2021 – 5/15/2021

B. Estimated Start of Construction: 7/01/2021

1.4 GENERAL SITE CONDITIONS AND WEATHER

A. The elevation of the project is approximately 4,470 feet above mean sea level. The construction site can experience snowfall and cold temperatures, with snow possible on the ground typically from November through March or longer. The site is flat with

Rosedale Waterline Replacement 01 11 00 - 2/3 elevation varying not more than five feet throughout the compound where work will be performed.

B. The site has not been surveyed. The drawings have been prepared using digital site drawings privded by the US Forest Service, site inspections, and aerial photos. The Contractor shall be responsible for visually inspecting the site and notifying the government of any discrepancies between the site and the contract drawings.

C. In-depth soil surveys have not been performed. Subsurface materials could include sands, gravels, silts/clays, boulders, rock, etc.

D. In-depth water table surveys have not been performed; however, if water is encountered during excavation, the Contractor shall perform adequate dewatering to keep the excavation free from water and dispose of the water without damage to property.

E. During fire season, additional restrictions may apply to the Work. Additional information regarding these restrictions can be found in Division 00 of this Contract.

1.5 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 residents/campers and workers at the site.

1. Work hours are limited to Monday through Friday, 0800 to 1700 unless otherwise approved by the CO in writing.

B. The Contractor shall provide sanitation (portable toilets) and drinking water for their employees.

C. Contractor shall at all times conduct his operations to ensure the least inconvenience to the public and employees.

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

E. 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.

F. 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 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.

Rosedale Waterline Replacement 01 11 00 - 3/3

G. 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.

1.6 MEALS AND LODGING

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

1.7 CONSTRUCTION SEQUENCE

A. There is no specified construction sequence or season for this project. The Forest Service reserves the right to establish a completion date for construction as a part of the project construction contract.

B. Depending on conditions, normal fire restrictions may apply to activities associated with this project. Seasonal construction restrictions will be found in the solicitation.

1.8 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.

B. All locations for transformers, splice boxes, and service connection stub-ups shall be field verified with the COR and Midstate Electric Cooperative, 503-536-2126.

PART 2 PRODUCTS NOT USED

PART 3 EXECUTION NOT USED

Rosedale Waterline Replacement 01 33 00-1/4

SUBMITTALS

SECTION 01 33 00

1.1 DESCRIPTION

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. The Contractor shall submit information at least 10 business days prior to beginning associated work.

B. Closeout submittals - Section 01 77 00.

C. Products installed by Contractor and not approved by CO are subject to removal and reinstallation with an approved product at Contractor's expense.

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 SectionPart/Subpart

01 45 00 1.2 Submittals 03 30 00 1.3.A Submittals/Product Data 26 00 10 1.04 Submittals 26 05 34 1.03 Submittals 31 23 33 1.2.A Submittals 33 10 00 1.3 Submittals 33 11 00 1.2 Submittals

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.

Rosedale Waterline Replacement 01 33 00-2/4

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.

Rosedale Waterline Replacement 01 33 00-3/4

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. Waives 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 stamped on the submittal.

2. Identification information 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.

H. Submittal Numbering:

1. Number each submittal consecutively.

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

Rosedale Waterline Replacement 01 33 00-4/4

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.

PART 2 PRODUCTS NOT USED

TRANSMITTAL – US FOREST SERVICE Transmittal No.:

Sheet: 1 of:

Rosedale Waterline

Project:

Contract No.:

Pkg. No.:

Date:

Contractor:

Subcontractor/Supplier:

USFS ACTION

Specification Section No.

Description of Item (Size, Type, Name, Manufacturer, Use, Etc.)

Contractor Signature

Recommended by

Title, Date

Title

Date

I hereby certify that this submittal has been reviewed for accuracy, completeness, and compliance with contract requirements (FAR 52.236-21)

Review Comments

Action By

Date

Contracting Officer’s Representative

Approval of this submittal is subject to the provisions of the contract drawings and specifications. This action is for general concurrence only and the Government is not responsible for errors or omission.

SUBMITTAL LOG DATES: From contractor [__________], To reviewer [__________], From reviewer [__________], To Contractor [__________] Distribution: ( ) Contractor ( ) DSC File ( ) COR ( ) A/E ( ) DSC Interim ( ) COR Interim ( ) Contractor Interim DSC-1(CS) Rev. 11/95

TRANSMITTAL CONTINUATION – US FOREST SERVICE Transmittal No.:

Sheet: 1 of:

Rosedale Waterline

Contract No.:

Pkg. No.:

Date:

Contractor:

Subcontractor/Supplier:

USFS ACTION

Specification Section No.

Description of Item (Size, Type, Name, Manufacturer, Use, Etc.)

Review Comments

DSC-1(CS)b Rev. 11/95

Rosedale Waterline Replacement 01 42 00-1

REFERENCE STANDARDS

SECTION 01 42 00

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, DC 20001

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

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

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

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

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

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

CWA

DC

Crescent Water Association 13610 Highway 97 North Crescent, OR 97733 541-433-2989

Deschutes County 1300 NW Wall Bend, OR 97701

EPA Environmental Protection Agency 401 M Street, SW Washington, DC 20460

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

Washington, DC 20590

Rosedale Waterline Replacement 01 42 00-2

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

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

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

NIST National Institute of Standards and Technology (US Department of Commerce) Building 101, #A1134 Route I-270 and Quince Orchard Road Gaithersburg, MD 20899

Send requests for publications to:

Superintendent of Documents Government Printing Office Washington, DC 20402

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

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

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

UL Underwriters Laboratories, Inc.

333 Pfingsten Road Northbrook, IL 60062

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

USFS U.S. Forest Service Deschutes National Forest 63095 Deschutes Market Road Bend, OR 97701

Rosedale Waterline Replacement 01 42 00-3

ODOH Oregon Department of Health, Public Health Division 800 NE Oregon Street Portland, OR 97232

PART 2 PRODUCTS

2.1 Required Documents

A. The Contractor shall have at the work site, at all times, entire copies or related sections as referenced in individual specification sections the following documents. These documents shall be such that they can be reviewed by the Contracting Officer or his/her representatives during construction to ensure compliance with the Contract:

1. FP-03 Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects.

2. American Society for Testing Materials Standards, published by ASTM

3. American Water Works Association Standards, published by AWWA

Rosedale Waterline Replacement 01 45 00-1/3

CONTRACTOR QUALITY CONTROL

SECTION 01 45 00

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 water pipe disinfection testing and all pipe leakage testing, and start-up testing on all systems.

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 concurrence 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.

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.

Rosedale Waterline Replacement 01 45 00-2/3

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.

Rosedale Waterline Replacement 01 45 00-3/3

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.

B. Offsite-Produced Materials: Furnish certificates executed by the manufacturer supplier, or vendor, stipulating that all materials produced off site that are incorporated into the work meet the applicable requirements stated in the specifications. Make each certificate apply to a single commodity or invoice.

Certify all incidental purchases needed to remedy minor shortages of material.

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.

3 .5 MEASUREMENTS

A. Quantity Measurements: Make all measurements for computation of quantities for all work items, except those specified for payment by design quantity or lump sum. Compute the quantities for periodic progress payments; the CO will compute the quantities for the final payment based on measurements taken. All Contractor measurements are subject to verification. Submit all field notes, calculation sheets, and other data used to determine quantities, and certify in writing as to the accuracy of the measurements and computations submitted.

Rosedale Waterline Replacement 01570-1/2

TEMPORARY CONTROLS

SECTION 01 57 00

1.1 DESCRIPTION

A. The work of this section consists of providing temporary controls.

B. The Contractor shall coordinate all work with the requirements in the National Environmental Policy Act (NEPA) documents for this site in addition to the requirements listed in these specifications and shown on the drawings. Refer to Division 0 of this contract for additional information.

1.2 SUBMITTALS

A. As specified in Section 01 33 00.

3.1 HOUSEKEEPING

A. Keep project neat, orderly, and in a safe condition at all times.

B. Wet down or cover stockpiles and dry materials with tarps to prevent blowing dust.

Covers shall be adequately anchored for all wind conditions.

C. Do not store rubbish or volatile waste on-site. Dispose of all waste materials as specified or according to State requirements.

D. Utilize excavated material as soon as possible.

E. The Contractor shall be responsible for protecting all equipment and supplies intended for use in the project. The Contractor shall pay all costs related to such protection.

F. Equipment and supplies, approved by the CO and in storage, shall be installed in the same physical and mechanical condition as when approved by the CO.

3.2 DISPOSAL

A. Unless otherwise specified, all removed material including vegetative waste becomes the property of the Contractor and shall be disposed of properly, off Government property.

B. Immediately remove hazardous rubbish from project site. Place other construction debris in refuse containers at least daily. Dispose of refuse at least weekly, in a legal manner, at

Rosedale Waterline Replacement 01570-2/2 public or private dumping areas outside the Forest Service property. Do not burn or bury refuse.

3.3 AIR AND WATER POLLUTION CONTROL

A. Provide and install all erosion control fencing and other measures as shown on the drawings.

B. All chlorinated water shall be dechlorinated and other contaminants removed prior to discharging to any storm drainage or natural waterways. All discharges of water from this project shall be approved by the Contracting Officer.

C. Take all necessary reasonable measures to reduce air and water pollution by any material or equipment used during construction.

D. Do not dispose of volatile wastes or oils in storm or sanitary drains.

E. Do not allow waste materials to be washed into streams or bodies of water.

Rosedale Waterline Replacement 01 77 00-1/2

PROJECT CLOSEOUT

SECTION 01 77 00

A. The work of this section consists of final cleanup, closeout submittals, and final inspection procedures.

2.1 CLEANING MATERIALS

A. As recommended by the manufacturer of surface to be cleaned.

PART 3 EXECUTION

3.1 CLEANING

A. Before scheduling the final inspection, remove all tools, equipment, surplus materials, and rubbish. Restore or refinish surfaces that are damaged due to work of this contract to original condition. Remove grease, dirt, stains, foreign materials, and labels from finished surfaces. Pick up all construction debris from the site.

3.2 PROJECT RECORD DRAWINGS

A. Maintain one complete full-size set of contract drawings and one full-size set of vendor-supplied drawings. Clearly mark changes, deletions, and additions, to show actual construction conditions. Show additions in red, deletions in green, and special instructions in blue. Final locations of all water lines shall be identified by dimensions from permanent structures (building corners, signs, etc.).

B. Keep record drawings current. Make record drawings available to the Contracting Officer for inspection at any time and at invoices. If project record drawings are not current, the Contracting Officer may retain an appropriate amount of the progress payment. At the completion of the project the Contracting Officer shall review the redline markup drawings for preparation of the electronic files.

C. On completion of the total project, modify existing electronic design drawings using a professional CAD program, to show the actual construction conditions of the work performed including all record drawing mark-ups. Submit both hardcopy record drawings and the electronic CAD files to the CO. Final CAD drawings files shall be fully compatible to AutoCAD Version 2014 or newer. Include and indicate all shop drawings, sketches, and additional drawings that are to be included in the final set, with clear instructions showing references to relationship of such drawings to the record

Rosedale Waterline Replacement 01 77 00-2/2 drawings in relation to the design drawings. Design drawings are in AutoCAD Version 2014.

3.3 CLOSEOUT SUBMITTALS

A. Submit before final inspection request.

1. Project Record Drawings: As specified above.

2. Guarantees and Bonds: As specified in individual sections.

3. Spare Parts and Materials: As specified in individual sections.

4. Operations and Maintenance Manuals: As specified in Section 01 78 23.

5. All keys, locks, valve keys, spare parts and instruction materials as required or requested by the Contracting Officer.

3.4 SUBSTANTIAL COMPLETION AND FINAL INSPECTION

A. Submit written certification that project, or designated portion of project, is substantially complete, and request in writing a final inspection. Contracting Officer will make an inspection within 10 days of receipt of request. Certification shall include a listing of significant items that are not complete in accordance with the contract and shall indicate the schedule date for the completion of these items. Upon receipt of written certification project is substantially complete, the Contracting Officer will proceed with inspection within 10 days of receipt of request or will advise the Contractor of items that prevent the project from being designated as substantially complete.

B. If, following final inspection, the work is determined to be substantially complete, Contracting Officer will prepare a list of deficiencies to be corrected before final acceptance and issue a Letter of Substantial Completion. Contractor shall complete the work described on the list of deficiencies within 30 calendar days, as weather permits. If the Contractor fails to complete the work within this time frame, the Contracting Officer may either replace or correct the work with an appropriate reduction in the contract price or charge for reinspection costs.

C. If, following final inspection, the work is not determined to be substantially complete, Contracting Officer will notify Contractor in writing. After completing work, Contractor shall resubmit certification and request a new final inspection. All reinspection costs may be charged in accordance with the Inspection of Construction clause of the contract.

3.5 ACCEPTANCE OF THE WORK

A. After all deficiencies have been corrected, a Letter of Acceptance will be issued.

Rosedale Waterline Replacement 01 78 23-1/5

OPERATION AND MAINTENANCE MANUAL

SECTION 01 78 23

A. The work of this section consists of furnishing operation and maintenance data manuals.

1.2 RELATED WORK

A. Project Record Drawings - Section 01 77 00.

1.3 SCHEDULING

A. At start of project, begin accumulating operation and maintenance data and initiate an index. Install and index all data in binders within 30 days after delivery of items. As custom written data and test results are produced, add them to the operation and maintenance data file.

B. Keep operation and maintenance data current. Make operation and maintenance binders available to the Contracting Officer for inspection at the time of monthly progress payment requests. If operation and maintenance binders are not current the Contracting Officer may retain an appropriate amount of the progress payment.

C. Before scheduling a final inspection, furnish two complete sets of operation and maintenance data to Contracting Officer for review. Should Contracting Officer find manual to be substantially incomplete, the final inspection will be delayed.

D. Within 30 days following receipt of review comments, deliver four completed sets of Operation and…