FinalSpecifications.pdf

USDA Forest Service Project Specifications

WYETH CAMPGROUND WATER WELL MODIFICATION

TABLE OF CONTENTS

TECHNICAL SPECIFICATIONS

DIVISION 1 – GENERAL REQUIREMENTS

BID FORM………………………………………..In Solicitation SUMMARY OF WORK………………………….In Solicitation REFERENCES ……………………………………In Solicitation TEMPORARY FACILITIES ……………………..In Solicitation

DIVISION 1 – GENERAL REQUIREMENTS

01 30 00 BID DESCRIPTION

01 33 00 SUBMITTAL PROCEDURES

01 45 00 QUALITY CONTROL

01 57 00 TEMPORARY CONTROLS

01 73 20 MOBILIZATION

01 77 00 PROJECT CLOSEOUT

01 78 23 OPERATION AND MAINTENANCE DATA

DIVISION 3 – CONCRETE

033000 CAST-IN-PLACE CONRETE

DIVISION 22 – PLUMBING

22 11 00 PLUMBING

DIVISION 26 - ELECTRICAL

26 00 10 GENERAL ELECTRICAL PROVISIONS

26 00 50 BASIC METHODS AND MATERIALS

26 01 15 SPECIALIZED ELECTRICAL MATERIALS

26 04 00 UNDERGROUND CONTROL CABLE AND POWER DISTRIBUTION

26 09 00 CONTROLS AND INSTRUMENTATION

DIVISION 31 – EARTHWORK

31 11 00 CLEARING AND GRUBBING

31 23 16 EXCAVATION AND BACKFILL FOR UTILITIES

31 25 00 EROSION CONTROL

DIVISION 32 – EXTERIOR IMPROVEMENTS

329219 LAWNS AND GRASSES

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DIVISION 33 – UTILITIES

33 11 13 PLASTIC WATERLINE AND APPURTENANCES

33 21 00 WELL SUPPLY PUMPS AND CONTROLS

LIST OF ATTACHMENTS

ATTACHMENT A WELL LOG

ATTACHMENT B DSC-1 FORM

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SECTION 01 30 00

BID ITEMS DESCRIPTIONS

1.PART 1 - GENERAL

1.01 SUMMARY

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

B. The Contractor shall complete unit and total pricing for ALL items. If “optional” items are presented the “optional” item work shall be bid as mutually exclusive (stand alone) items.

The Contracting Officer and the government reserves the right to award individual optional items, as funding becomes available.

C. The application of any pay item to more than one site will be marked by prefixes to differentiate between them on the Schedule.

D. When more than one class, size, type, thickness, etc. is specified in the Schedule for any pay item, suffixes will be added to the item number to differentiate between the pay items.

E. Mobilization is intended to compensate the Contractor for operations including, but not limited to, those necessary for the movement of personnel, equipment, supplies, and incidentals to the project site; for payment of premiums for bonds and insurance for the project; and for any other work and operations which must be performed or costs that must be incurred incident to the initiation of meaningful work at the site and for which payment is not otherwise provided for under the contract.

F. Items listed in the Schedule 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.

G. The summation of all bid items under the Schedule 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.

H. 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 length of pipeline, since he 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.

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I. Capping and abandoning of existing water lines and demolition of water fixtures 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.

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

K. For pipelines, the following method will be used to determine partial payment for work not complete unless determined otherwise by the Government:

Description of Work Percentage of Lineal Feet Installed

Excavation, Backfill and Compaction Of Trench, and Installation of Pipe

75%

Flushing, Pressure and Leakage Testing And Disinfection of Pipeline when

Required

15%

Surface Restoration Other than that Covered by other Bid Items

10%

Total 100%

L. For valves, meters, and other similar work items, the following method will be used to determine partial payment for work not complete:

Description of Work Percentage of Each Installed

Installation of Work Item 75% Installation of Work Item to Finished

Grade and Final Restoration 25%

Total 100%

1.02 DETERMINATION OF QUANTITIES

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

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

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

3. For Structures, they shall be measured according to neat lines shown on the drawings or as altered by the CO, in writing, to fit field conditions.

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

5. For standard manufactured items (such as wire, pipe) identified by gauge, weight, section dimensions, and so forth, such identifications shall be considered the nominal weights or dimensions. Unless controlled by tolerances in cited specifications, manufacturer's tolerances shall be accepted.

B. Earthwork Tolerances - Adjustments of horizontal or vertical alignment, within the tolerances specified in this contract, or shifts of balance points up to 100 feet shall be made by the contractor as necessary to produce the designed sections and to balance earthwork.

Such adjustments shall not be considered as "Changes."

1.03 UNITS OF MEASUREMENT

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

1. Cubic Yard (CY): A measurement computed by one of the following methods:

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

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

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

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

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

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

a. Measured volume in container.

b. Metered volume by approved metering system.

c. Commercially package volume.

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

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

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

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

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

1.04 DEFINITION OF BID ITEMS

1. Mobilization/Demobilization

a. Payments shall be made at the lump sum price stated in the Schedule for "Mobilization/Demobilization."

2. Trenching and Backfill and installation of water pipe, electrical conductors and conduit and sleeving

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a. Measurement will be made for the actual linear footage of pipe installed, including but not limited to clearing and grubbing, trench excavation, bedding, laying and jointing pipe and fittings, backfilling, compaction, testing, flushing and disinfecting the pipeline and cleanup. Pipe shall be measured along the centerline between the pipes and electrical conduit from 5 feet outside the well head to 5 feet outside the existing well house. There will be no measurement or separate payment for fittings, appurtenances, electrical pull vault, isolation valve and valve box, temporary blow-off, connection to the existing water main, plugging ends of abandoned water lines, or such materials covered by other bid items. All other materials, labor and equipment needed to complete the main line installation shall be incidental to the items which they relate.

b. Payment shall be at the unit price basis by the linear foot of pipe installed and approved. Payment shall be made under item Trenching and Backfill and installation of water pipe and conduit as shown in the bid schedule.

3. Well Head Installation

a. Measurement for payment of the Well Head Installation will be measured on a lump sum basis and shall include but not be limited to the items listed below:

All other materials, labor and equipment needed to complete the installation shall be incidental to the items which they relate.

i. Site preparation

ii. Excavation of the wellhead foundation

i. Supply and installation of

1. New submersible pump

2. Pitless unit

3. Well Depth gauge, piping and fittings

4. Well cap and pipe fittings

5. Electrical enclosures and devices, disconnect switch, conduits, Well pump drop cable.

6. Concrete pad

7. Fiberglass Transclosure

8. Backfill and seal.

9. Disinfection

10. Cleanup

ii. All pipeline and electrical connections, including pipe and conduit within 5 feet of the wellhead

b. Payment shall be made at the unit price stated in the Schedule for "Well Head Installation."

4. Pumphouse Plumbing Modifications

a. Measurement and payment for “Pumphouse Plumbing Modifications” will be made on a lump sum basis and shall include but not be limited to:

i. Excavation and backfill under the building for water line and conduit(s)

ii. Plumbing Layout changes and as shown on the drawings

iii. Installation of underground water pipe and connection to existing valves, including pipeline and conduit within 5 feet of the building.

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iv. Supply and installation of water meter and other new water control devices as shown on the drawings additions (including new flow meter, pressure relief valve, etc)

v. Installation of the concrete splash pad

vi. Sealing of holes in the concrete

vii. All pipline and electrical connections.

viii. Disinfection

b. Payment shall be made at the unit price stated in the Schedule for "Well Pumphouse Plumbing Modifications”

5. Pump Control Modifications

a. Measurement and payment for “Pump Control Modifications” shall be made on a lump sum basis and shall include but not be limited to:

i. Replacement of existing identified components, conduits, junction boxes, terminal blocks, wiring (motor starter, SPD, capacitor, MCP, pressure switches, flow switch, coyote pump protection, Test switch, indicator lights,etc. (This description is not all inclusive)

ii. Rehabilitation of the Control Panel to accommodate the change from a 5HP to a 3HP motor as well as other minor internal changes

iii. Replace unit heater and lights within pump house building

iv. Replace alarm outside lamp

v. Testing of entire system

vi. Disposal of unused motor control components

vii. Measurement shall be all internal pump house electrical modification to a point 5’ outside building.

b. Payment shall be made at the unit price stated in the Schedule for "Pump

Control Modifications”

6. Decommission Existing Well

a. Measurement and payment for “Decommissioning Existing Well” shall be made on a lump sum basis and shall include but not be limited to the removal and disposal of the existing well pump, drop pipes, electrical wiring, control wiring, conduit, well cap, fittings, water line pipe, and decommissioning of the existing water supply well in accordance with the requirements of the State of Oregon, Department of Health, OAR 690-220.

b. Contractor shall obtain and pay for all Federal, State, and/or local permits.

c. Payment shall be a lump sum at the unit price as stated for “Decommission

Existing Well” as shown in the bid schedule.

7. Project Closeout and Operations and Maintenance Manuals

a. Measurement and payment for the Project Closeout and Operations and Maintenance Manuals shall be made on a lump sum basis and 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.

b. Payment shall be made at the lump sum price stated in the Schedule for “Project closeout/O&M Manuals".

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2.PART 2 - PRODUCTS (NOT USED)

3.PART 3 - EXECUTION (NOT USED)

END OF SECTION

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SECTION 01 33 00

SUBMITTALS PROCEDURES

1.01 DESCRIPTION

A. The work of this section consists of general 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.

1.02 RELATED REQUIREMENTS

A. Closeout submittals - Section 01 77 00.

B. Other Sections with specific submittal requirements.

1.03 SUBMITTAL AND APPROVAL PROCEDURES

A. All submittals shall be transmitted using a form supplied by the CO or a form supplied by the Contractor and approved by the CO. No action will be taken on a submittal item unless accompanied by the transmittal form.

B. As specified in the individual sections, forward submittals to Contracting Officer at least 15 days before need for approval.

1.04 MATERIAL SUBMITTALS

A. Submit electronic copies of catalog cuts, shop drawings, diagrams and manufacturing installation, operating and maintenance instructions. Put the specification items number on each cut sheet.

B. Submittal format: The contractor shall supply all submittals in original manufacturer’s PDF cut sheets on all material and equipment.

1. Transmit all pdf cut sheets, drawings, etc. electronically as one file.

2. Group information in the file by Specification Section, Part, and Subpart Numbers.

3. Index the file for easy reference

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

D. Furnish complete material submittals whenever possible. Partial submittals will be considered only to allow timely ordering of materials.

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

F. Where manufacturer's catalog sheets are used,

1. Indicate the specific items to be supplied in ink either by arrow, encircled on the sheet, or the inapplicable portion blocked out.

2. List manufacturer's name, contract, section and drawing sheet reference number on each catalog sheet.

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

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4. Submit only pertinent pages; mark each copy of standard printed data to identify specific products proposed for use.

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

G. Shop Drawings: All shop [UFS1]drawings for electrical/controls shall conform to the details outlined in Section 26 09 00. Include the following information with each copy of shop drawings:

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

2. Project name.

3. Date.

4. Date of revisions (when applicable).

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

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

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

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

9. Materials used and manufacturer’s information.

10. All required dimensions.

11. The term "by others" shall not be used. All work shall be identified by Contractor’s or subcontractor’s name, discipline, or trade.

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

I. 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 Project Acceptance.

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

K. Approved Equals:

1. For each item proposed as an "Equal” to a specified item, 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:

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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.

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

M. 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.

N. 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.

O. 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; submittals are illegible.

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 applicable (marked

up) submittal sheets or shop drawings to the Contractor.. 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

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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. The total Contract Time will not be changed due to the Contractor having to resubmittals.

3.PART 3 - EXECUTION (NOT USED)

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SECTION 01 45 00

QUALITY CONTROL

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

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

1.02 SUBMITTALS

A. As specified in Section 01 33 00.

B. Quality Control Plan:

1. At the time of the post award 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.

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.

1.03 1 .3 QUALITY ASSURANCE

A. General:

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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.

3.PART 3 - EXECUTION

3.01 OFF-SITE CONTROL

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

3.02 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.

3.03 DOCUMENTATION

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

3.04 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.

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4.PART 3 - EXECUTION (NOT USED)

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SECTION 01 57 00

TEMPORARY CONTROLS

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 Solicitation of this contract for additional information.

1.02 SUBMITTALS

A. As specified in Section 01 33 00.

2.PART 2 - PRODUCTS (NOT USED)

3.PART 3 - EXECUTION

3.01 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.

3.02 DISPOSAL

A. Scatter excess excavated material (including rocks and boulders) that cannot be used in construction. Place materials where the ground slopes away from nearby streams.

B. Unless otherwise specified, all removed material, other than excavated material, becomes the property of the Contractor and shall be disposed of off Government property. The Contractor shall dispose of all vegetative waste approved by the Contracting Officer at the site designated on the drawings.

C. 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 public or private dumping areas outside the Forest Service property. Do not burn or bury refuse.

3.03 AIR AND WATER POLLUTION CONTROL

A. Provide and install all erosion control fencing and other measures as necessary.

B. All chlorinated water shall be dechlorinated and other contaminants removed prior to discharging to any storm drainage or natural waterways. Chlorinated water may be discharged to the ground surface, provided it will not reach any waterways. However, all discharges of water from this project shall be approved by the Contracting Officer.

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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.

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SECTION 01 73 20

MOBILIZATION

A. Move personnel, equipment, material, and incidentals to the project, and perform all activities necessary to accomplish work at the project site. Obtain permits, insurance, and bonds.

1.02 MEASUREMENT

A. Method: Measure mobilization by the lump sum.

1.03 PAYMENT

A. The accepted quantity, measured as provided above, will be paid at the contract price per unit of measurement for the pay item listed below that is designated in the SCHEDULE OF

ITEMS.

B. The mobilization lump sum will be paid as follows:

1. If applicable, bond premiums will be reimbursed according to FAR clause 52.232-5, Payment Under Fixed-Price Construction Contracts, after receipt of evidence of payment.

2. Fifty percent of the lump sum, not to exceed 5 percent of the original contract amount, will be paid following completion of 5 percent of the original contract amount, not including mobilization.

3. Payment of the remaining portion of the lump sum, up to 10 percent of the original contract amount, will be paid following completion of 10 percent of the original contract amount, not including mobilization.

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

3.PART 3 - EXECUTION (NOT USED)[UFS1]

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SECTION 01 77 00

PROJECT CLOSEOUT

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

1.02 SUBMITTALS

A. See 3.04 of this Section.

2.PART 2 – PRODUCTS

2.01 CLEANING MATERIALS

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

3.PART 3 - EXECUTION

3.01 CLEANING/REFINISHING

A. Before scheduling the final inspection, remove all tools, equipment, surplus materials, and rubbish. Remove grease, dirt, stains, foreign materials, and labels from finished surfaces.

Pick up all construction debris from the site.

B. Apply touch-up paint or otherwise refinish surfaces that are damaged due to work of this contract to original condition.

3.02 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, submit marked up project record drawings. Include all shop drawings, sketches, and additional drawings that are to be included in the final set, with clear instructions showing the location of these drawings.

3.03 OPERATOR TRAINING

A. Provide up to 6 hours of operator training for the new systems installed. The total time will be determined by the CO after the operator has shown enough familiarity with the system to run safety and smoothly.

B. Use the Operations and Maintenance manuals as training tools during operator training.

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3.04 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.

6. Coliform sampling results

3.05 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 re-inspection costs may be charged in accordance with the Inspection of Construction clause of the contract.

3.06 ACCEPTANCE OF THE WORK

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

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SECTION 01 78 23

OPERATION AND MAINTENANCE MANUAL

1.01 1.1 DESCRIPTION

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

The new O&M Manual shall incorporate all existing materials related to the Operation and Maintenance of the system before the work of this contract has commenced.

1.02 RELATED WORK

A. Project Record Drawings - Section 01 77 00.

B. Controls and Instrumentation – Section 26 09 00 C. Any conflicts between this section and Section 26 09 00, the more stringent requirement(s) will have precedence.

1.03 SCHEDULING

A. At start of project, begin accumulating operation and maintenance data and initiate an index. Install and index all data binder 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 binder 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 one 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 one hard copy and one electronic copy of completed set of Operation and Maintenance data.

1.04 GOVERNMENT FURNISHED PROPERTY

A. CD(s) of AutoCAD drawings B. Paper copies and existing O&M documentation.

2.PART 2 – PRODUCTS

2.01 BINDER

A. White, commercial quality, hard back, three-ring, lever-locking type slant ring, with clear window pockets on front and side.

1. Binder must be large enough to hold all O&M materials (civil, plumbing, and electrical)

2. Rings close without a gap using a male-female pin-type connection[MDM1].

3. Avery EZD or approved equal.

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2.02 INDEX SYSTEM

A. Index sheet with mylar reinforced edges at binder holes and tabbed divider sheets with mylar reinforced edges and pre-printed numbered tabs aligned with numbers and title lines on index sheet.

3.PART 3 - EXECUTION

3.01 PRELIMINARY SUBMITTAL

A. Provide a pdf file and/or hard copy of the Proposed O&M manual B. The manual shall contain all the information listed below.

C. Submit a preliminary complete copy to the CO for approval at least 2 weeks prior to the final inspection.

3.02 FINAL FORM

A. Provide one complete set of hard copy data [KMB2]and a CD with the files on it.

B. Cover Sheet: Identify the project title, location, contract number, prime contractor's name and address, date of substantial completion, and binder volume number. Insert cover sheet into clear plastic view pocket on front of binder. Insert sheet with project title and "Operation and Maintenance" into side clear plastic view pocket.

C. Index System: Organize data into sections by common subjects and subsystems. Place a consecutively numbered tabbed divider sheet in front of each section. Place index sheet at the beginning of each binder, listing sections by subject name. If multiple binders are used, place a table of contents of all data provided behind the index sheet in each binder.

D. Data: Fill binder to no more than 75 percent of capacity. Punch holes shall not obscure any data. Normal sheet size shall be 8-1/2 inches by 11 inches. Fold oversize sheets and insert them in 8-1/2 by 11-inch clear pocket sheet protectors placed in binders. When the contents of a single tabbed section covers more than one item, provide colored paper sheets to separate the data for each item.

1. Manufacturers' Data: Provide originals for color or copyrighted data. Black and white data may be originals or clean, good quality reproductions. Where originals are printed on both sides of the page, reproductions shall also be printed on both sides of the page. Copies produced by facsimile transmission and sheets with stamps, such as submittal approval stamps, will not be acceptable. Include only sheets that apply to items installed; cross out inapplicable data.

2. Vendor Furnished As-Built Drawings: 11 inch by 17 inch sheets marked with changes, deletions and additions as noted in 01 77 00.

3. Custom Written Data: Typewritten text, supplemented by drawings and schematics necessary to describe systems adequately.

4. Equipment Data Sheet: Typewritten data, using form at the end of this section.

5. Schedules: Clean, typewritten schedules reflecting final, as-installed conditions.

Hand-written mark-ups of schedules submitted earlier are not acceptable.

6. Data that is poorly reproduced or in any way illegible will be rejected.

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3.03 CONTENT

A. Engineering Drawings.

B. Manufacturers' Published Data: Provide all available data, including installation and operating instructions, parts lists, electrical and mechanical schematics, control circuit documentation, performance data, safety instructions, cleaning and care instructions, and illustrations and instructions for maintenance, including lubrication, disassembly and repair, cleaning, and service. Indicate catalog numbers, sizes, colors, options, and other information pertaining to the products furnished which would be required when ordering replacements. For equipment assemblies, provide data for each separate item of equipment furnished as part of the assembly.

C. Equipment Data Sheets: For each item of equipment included in the operation and maintenance data, provide an Equipment Data Sheet using the form at the end of this section. For equipment consisting of both a driven machine and a driver (for example, a pump and a motor), the equipment data shall cover both the driven machine and the driver.

For similar type equipment (for example, multiple exhaust fans of the same model and type), provide a single equipment data sheet with an attached schedule listing the individual equipment items.

1.

D. Schedules: Provide one copy of material and equipment schedules, as listed in the individual sections, in the appropriate sections of the manual.

E. Warranties: Place a copy of each manufacturer, supplier, and installer warranty extending for a period greater than one year in a single separately identified tabbed section of the manual.

F. Test Results: Include in the operation and maintenance data copies of test results for mechanical and electrical equipment and systems as listed in the individual specification sections.

G. Subcontractor and Supplier List: List all subcontractors and major suppliers who worked on the project. Include each subcontractor's or supplier's address and telephone number and identify work performed.

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SECTION 03 30 00

CAST-IN-PLACE CONCRETE

PART 1 GENERAL

1.01 SUMMARY

A. This Section specifies cast-in-place (CIP) concrete, including formwork, materials and admixtures, reinforcement, mix design, curing, and non-shrink grout.

B. Extent of concrete work is shown on drawings, including schedules, notes and details. The following concrete work will be performed:

1. New concrete splash pad outside well house

2. Concrete pad at well head

3. Patching in the well house above abandoned well and around conduit and waterline from well

4. Thrust blocks, where noted on drawing

1.02 REFERENCES

A. ACI 304R - Guide for Measuring, Mixing, Transporting, and Placing Concrete; American Concrete Institute International.

B. ACI 306R - Cold Weather Concreting; American Concrete Institute International.

C. ACI 308 - Standard Practice for Curing Concrete; American Concrete Institute International.

D. ACI 318 - Building Code Requirements for Reinforced Concrete and Commentary; American Concrete Institute International.

E. ASTM A 615/A 615M - Standard Specification for Deformed and Plain Billet- Steel Bars for Concrete Reinforcement.

F. ASTM C 33 - Standard Specification for Concrete Aggregates.

G. ASTM C 39 - Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens.

I. ASTM C 94 - Standard Specification for Ready-Mixed Concrete.

J. ASTM C 150 - Standard Specification for Portland Cement.

K. ASTM C 173 - Standard Test Method for Air Content of Freshly Mixed Concrete by the Volumetric Method.

L. ASTM C 260 - Standard Specification for Air-Entraining Admixtures for Concrete.

M. ASTM C 309 - Standard Specification for Liquid Membrane-Forming Compounds for Curing Concrete.

N. ASTM C 494 - Standard Specification for Chemical Admixtures for Concrete.

1.03 SUBMITTALS

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Cast-in-Place Concrete

A. Product Data: proposed mix design with test data.

1.04 QUALITY ASSURANCE

A. Perform work of this section in accordance with ACI 301 and ACI 318.

B. Follow recommendations of ACI 306R when concreting during cold weather.

PART 2 PRODUCTS

2.01 FORMWORK

A. General Form Materials: Contractor's choice of standard products with sufficient strength to withstand hydrostatic head without distortion in excess of permitted tolerances.

1. Form Coating: Release agent that will not adversely affect concrete or interfere with application of coatings.

2.02 REINFORCEMENT

A. Reinforcing Steel: ASTM A 615/A 615M.

B. Reinforcement Accessories:

1. Tie Wire: Annealed, minimum 16 gage.

2. Chairs, Bolsters, Bar Supports, Spacers: Sized and shaped for adequate support of reinforcement during concrete placement.

2.03 CONCRETE MATERIALS

A. Cement: ASTM C 150, Type I - Normal Portland type.

B. Fine and Coarse Aggregates: ASTM C 33. 1 inch nominal maximum coarse-aggregate size.

C. Water: Clean and not detrimental to concrete.

2.04 ADMIXTURES

A. Air Entrainment Admixture: ASTM C 260.

B. Chemical Admixtures: ASTM C 494, Type A - Water Reducing, Type C - Accelerating, and Type G - Water Reducing, High Range and Retarding.

2.05 CONCRETE MIX DESIGN

A. Concrete Strength: Establish required average strength for each type of concrete on the basis of field experience or trial mixtures, as specified in ACI 301.

B. Normal Weight Concrete:

1. Compressive Strength, per ASTM C 39 at 28 days: 3000 psi unless otherwise indicated on Drawings.

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2. Total Air Content: moderate exposure, per ACI 318.

2.06 MIXING

A. Transit Mixers: Comply with ASTM C 94.

2.07 NON-SHRINK GROUT

A. Master Builders Masterflow 713 grout placed in accordance with manufacturer’s recommendations.

2.08 CURING COMPOUNDS

A. ASTM C309, Type 1, clear or translucent.

2.09 JOINT SEALANT

A. Concrete joint sealant shall be a single component, chemically curing silicone joint sealant for portland cement concrete that meets or exceeds ASTM D5893. The material shall be self leveling, with an ultimate elongation minimum of 600%.

The Tack Free Time shall meet ASTM C679 with a 5 hour maximum. The sealant will reach full adhesion in a maximum of 21 days and the tensile adhesion (ASTM D5329) shall be 400% minimum.

B. The joint sealant shall be Crafco Roadsaver Silicone, Dow corning 890-SL Self Leveling Silicone Joint Sealant, or approved equal.

PART 3 EXECUTION

3.01 EXAMINATION

A. Verify lines, levels, and dimensions before proceeding with work of this section.

3.02 PREPARATION

B. Formwork: Comply with requirements of ACI 301. Design and fabricate forms to support all applied loads until concrete is cured, and for easy removal without damage to concrete.

C. Verify that forms are clean before applying release agent.

D. Prepare previously placed concrete by cleaning with steel brush and applying bonding agent in accordance with manufacturer's instructions.

E. In locations where new concrete is doweled to existing work, drill holes in existing concrete, insert steel dowels and pack solid with non-shrink grout.

F. Chamfer or round exterior corners and edges of permanently exposed concrete.

3.03 INSTALLING REINFORCEMENT

A. Comply with requirements of ACI 301. Clean reinforcement of loose rust and mill scale, and accurately position, support, and secure in place to achieve not less than minimum concrete coverage required for protection.

3.04 PLACING CONCRETE

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A. Place concrete in accordance with ACI 304R.

B. Notify CO not less than 24 hours prior to commencement of placement operations.

C. Maintain records of concrete placement. Record date, location, quantity, air temperature, and test samples taken.

D. Place concrete continuously between predetermined expansion, control, and construction joints.

E. Do not interrupt successive placement; do not permit cold joints to occur.

3.05 CONCRETE FINISHING

A. Repair surface defects, including tie holes, immediately after removing formwork.

B. Unexposed Form Finish: Rub down or chip off fins or other raised areas 1/4 inch or more in height.

3.06 CURING AND PROTECTION

A. Comply with requirements of ACI 308. Immediately after placement, protect concrete from premature drying, excessively hot or cold temperatures, and mechanical injury.

B. Maintain concrete with minimal moisture loss at relatively constant temperature for period necessary for hydration of cement and hardening of concrete, not les than 7 days.

C. Surfaces Not in Contact with Forms:

1. Start initial curing as soon as free water has disappeared and before surface is dry. Keep continuously moist for not less than three days by water ponding, water- saturated sand, water-fog spray, or saturated burlap.

2. Begin final curing after initial curing but before surface is dry.

i. Curing compound: Apply in two coats at right angles, using application rate recommended by manufacturer.

3.07 THRUST BLOCKS

A. Thrust blocks shall be as shown on the plans. Concrete shall be 3000 psi strength.

3.08 FIELD QUALITY CONTROL

A. The Contractor is responsible for field quality control testing. The CO may perform additional field quality control tests, at the CO’s discretion.

B. Provide free access to concrete operations at project site and cooperate with appointed firm.

C. Submit proposed mix design for review prior to commencement of concrete operations.

3.09 DEFECTIVE CONCRETE

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A. Test Results: The testing agency shall report test results in writing to the CO and Contractor within 24 hours of test.

B. Defective Concrete: Concrete not conforming to required lines, details, dimensions, tolerances or specified requirements.

C. Repair or replacement of defective concrete will be determined by the CO.

The cost of additional testing shall be borne by Contractor when defective concrete is identified.

D. Do not patch, fill, touch-up, repair, or replace exposed concrete except upon express direction of the Owner for each individual area.

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Plumbing

SECTION 22 11 00

PLUMBING

1. PART 1 - GENERAL

A. This section covers plumbing changes within the well house building and includes the installation of new fixtures, re-use of some…