09-B-0017 0001Philpott.pdf

W81LJ890902384

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

SOLICITATION W912HN-09-B-0017, entitled Philpott Reservoir Sew er Improvements Project, Henry County, VA is Amended as follow s:

A. See Summary of Changes

B. The Time and Date for Bid Opening Remains Unchanged.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 3

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY 17-Jun-2009

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W912HN-09-B-0017

X 9B. DATED (SEE ITEM 11)

01-Jun-2009

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer is extended, X is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning 2 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

17-Jun-2009

CODE

USAED, SAVANNAH, WILMINGTON CONTRACT OFF

ATTN: BRUCE HELMS

69 DARLINGTON AVE

WILMINGTON NC 28403-1343

W912HN 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912HN-09-B-0017

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION 00010 - SOLICITATION CONTRACT FORM

The Issued By organization has changed from

USAED, SAVANNAH, WILMINGTON CONTRACT OFF

ATTN: BRUCE HELMS

69 DARLINGTON AVE

WILMINGTON NC 28403-1343

to

U.S. ARMY ENGINEER DISTRICT SAVANNAH

WILMINGTON OFFICE

69 DARLINGTON AVENUE

WILMINGTON NC 28403

SECTION 01 10 00.10 38 – SUPPLEMENTARY SPECIAL CONTRACT REQUIREMENTS

(1) Delete existing Table of Contents in its entirety and replace with revised enclosed Page.

(2) Delete existing Page 1 and Page 10 through Page 15 in their entirety and replace with revised enclosed like-numbered Pages.

SECTION 01 33 00 – SUBMITTAL PROCEDURES

Delete existing Attachment 1 – SUBMITTAL REGISTER (Page 1 through Page 9) in their entirety and replace with revised enclosed like-numbered Pages.

SECTION 33 32 13.14 – PACKAGED SEWAGE LIFT STATIONS, GRINDER PUMP

TYPE

Delete existing Page 8 through Page 15 in their entirety and replace with revised enclosed like-numbered Pages.

APPENDIX C – GEOTECHNICAL REPORT

ADD enclosed letter dated June 10, 2009 with Attachment in their entirety.

NOTE:

Text that is added or revised by this amendment is replaced in its entirety and underlined and/or printed in bold and/or stamped appropriately.

The text changes may have necessitated reformatting of subsequent text or pages. If this is the case, those pages have also been issued as amended pages but are not underlined or bold text.

DRAWINGS

Delete the following Plate Numbers in their entirety and replace with revised enclosed Plates:

C202 C308 E201 E202 E203 E204 E501

(End of Summary of Changes)

Encls As stated

Philpott Reservoir Sewer Improvements W912HN-09-B-0017 Henry County, Virginia

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 10 00.10 38

SUPPLEMENTARY SPECIAL CONTRACT REQUIREMENTS

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

1.4 PERFORMANCE AND PAYMENT BONDS

1.5 WATER CONSERVATION

1.6 CONTRACTOR FURNISHED GOVERNMENT OFFICE

1.7 RETAINAGE FOR UNTIMELY SUBMISSION OF SUBCONTRACTING REPORTS

1.8 SHOP DRAWINGS AND MATERIALS SUBMITTAL

1.9 SAMPLING, CERTIFICATES, AND TESTING

1.10 CERTIFICATES OF COMPLIANCE

1.11 MINIMUM INSURANCE REQUIREMENTS

1.12 REQUIRED CONSTRUCTION MEETINGS

1.13 "AS-BUILT" RECORD DRAWINGS

1.14 SURVEY DATA

1.15 STAGING AREA LOCATION

1.16 WORK IN QUARANTINED AREA

1.17 FINAL AND CONDITIONAL ACCEPTANCE OF GRASSING

1.18 VDOT SPECIFICATIONS

1.19 DEFINITIONS FOR VDOT SPECIFICATIONS

1.20 DEPARTMENT OF ARMY MANDATED SECURITY REQUIREMENTS

1.21 VDOT LAND USE PERMIT

1.22 PUBLIC CONVENIENCE AND SAFETY

1.23 MAINTENANCE DURING CONSTRUCTION

1.24 PARTNERING

1.25 LOAD RESTRICTIONS

1.26 BARRICADES, DANGER, WARNING, AND DETOUR SIGNS

1.27 PROTECTION OF EXISTING FACILITIES

1.28 CONTRACT AREA AND TRESPASSING

1.29 COORDINATION WITH OTHER CONTRACTORS

1.30 EQUIPMENT TESTING AND INSTRUCTION

1.31 CONTRACT DRAWINGS AND SPECIFICATIONS

1.32 RATES OF WAGES

1.32.1 General Decision Number: VA080013 07/25/2008 VA13 - Highway

1.32.2 General Decision Number: VA080100 07/25/2008 VA100 - Heavy

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION TABLE OF CONTENTS 01 10 00.10 38 Page 1 (Revised by Amendment No. 0001)

SECTION 01 10 00.10 38

SUPPLEMENTARY SPECIAL CONTRACT REQUIREMENTS

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT)

VDOT Standard Specifications For Roads And Structures, 2002-Dual Units

U.S. ARMY CORPS OF ENGINEERS (USACE)

ER 1110-1-5 Plant Pest Quarantined Areas and Foreign Soil Samples

1.2 SUBMITTALS

Government approval is required for submittals with a "G, A" designation;

submittals not having a "G, A" designation are for information only. The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

List of Subcontractors

Activity Hazard Analysis

Progress Chart; G, A

Quality Control Plan; G, A

Storm Water Pollution Prevention Plan

Within 24 hours of conclusion of physical tests, 5 copies of test results including calibration curves and results of calibration tests.

SD-07 Certificates

Certificate of Insurance

Completion of Corps CQC Course

Letter Appointing Superintendent

Qualifications of the commercial testing laboratory or Contractor's testing facilities; G, A

VDOT Land Use Permit

SECTION 01 10 00.10 38 Page 1

Short-term employees (working on site less than or equal to 6 months): An agency background check from the individual's home town or county is required WHEN REPORTING FOR WORK. This can generally be obtained through the local law enforcement office for a nominal fee (approximately $15-$20). A complete report is required. If a criminal history is found, the employee MAY not be allowed to work at the project site at the sole discretion of the Government.

Long-term employees (working on site more than 6 months):

ALL of the following is required WHEN REPORTING FOR WORK -

a) An agency background check from the individual's home town or county is required. This can generally be obtained through the local law enforcement office for a nominal fee (approximately $15-$20). A complete report is required.

If a criminal history is found, the employee MAY not be allowed to work at the project site at the sole discretion of the Government.

b) A completed OMB Form No. 3206-0182 (also designated as Optional Form 306).

c) A completed OMB Form No. 3206-0191 (also designated as Standard Form 85P).

d) A resume.

e) Completed fingerprint records. The Government will provide fingerprint cards. The new employee is required to take the cards to a local law enforcement office to have the fingerprint cards completed.

The Government will use all provided information to perform a National Agency Check and Inquiries (NACI) check and will pay the required fee.

The Contractor shall be responsible for furnishing to each employee and for requiring each employee engaged on the work to display such identification as may be approved and directed by the Contracting Officer. All prescribed identification shall immediately be delivered to the Contracting Officer for cancellation upon the release of any employee.

(End of Clause)

1.21 VDOT LAND USE PERMIT

The Contractor shall be required to prepare and submit documents related to VDOT Land Use Permit to the Virginia Department of Transportation - Martinsville Residency Office. The Contractor shall be responsible for paying any fees associated with the VDOT Land Use Permit. Land Use Permit Forms can be found on the VDOT website:

http://www.virginiadot.org/business/bu-landUsePermits.asp

The Contractor shall be responsible for preparing and submitting to the Virginia Department of Transportation - Martinsville Residency Office and the Contracting Officer the following:

SECTION 01 10 00.10 38 Page 10

1. LUP-A, Permit Application Form.

2. LUP-SB, Surety Bond Form to be executed in the amount of $ 25,000.00.

3. LUP-SP, Special Provisions Notice of Permittee Liability to be signed.

4. LUP-WZ, Workzone Special provisions.

5. LUP-VDOT Erosion & Sediment Control Contractor Certification to be signed.

6. LUP-OC Special Provisions for open cuts.

7. Permit fee in the amount of $40.00, to be made out to the Treasurer of Virginia.

8. Three (3) sets of plans 11"x17".

The VDOT Land Use Permit shall be obtained prior to the start of any land disturbing activities.

1.22 PUBLIC CONVENIENCE AND SAFETY

(a) Roads to be closed. No road shall be closed to the public by the Contractor until construction of the new facilities infringe upon the public safety or until construction of the new facilities obliterate the existing facilities. The Contractor shall obtain the Contracting Officer's approval before closing any roads. Barricades, danger, warning and detour signs, as required, shall be erected before closing any roads.

(b) Storage of materials. Materials and equipment shall not be stored within roadway rights-of-way or in such a manner as to pose possible danger or obstruction to the traveling public.

(End of Clause)

1.23 MAINTENANCE DURING CONSTRUCTION

From the first day any work is done, the Contractor shall maintain in an equally satisfactory condition all of the items of work covered by the contract until they are finished, placed in service unfinished, or until all of the work is finally accepted. This maintenance shall be continuous and effective work prosecuted day by day with adequate equipment to the end that roadway and structures are kept in satisfactory and acceptable condition. The Contractor shall be responsible for maintaining all barricades, danger, warning, and detour signs and lights as specified hereinafter. When no pay item for such maintenance is shown in the Bidding Schedule, the cost of maintenance shall be included in the price bid for other pay items, and no separate payment will be made.

(a) Maintenance when work is suspended. If construction is suspended for any reason, the Contractor shall place the work in such condition as the Contracting Officer directs, before suspension, and shall maintain it in a condition satisfactory to the Contracting Officer throughout the period of the suspension.

(b) Final mowing. When the work is otherwise completed, and before it is finally accepted, the Contractor shall give the seeded areas a final mowing, as directed by the Contracting Officer.

(c) Spilled materials. The Contractor shall not allow spilled materials to remain on the highways. Spillage sufficient to create a traffic hazard shall be removed immediately. Other light spillage shall be removed daily.

(End of Clause)

SECTION 01 10 00.10 38 Page 11

1.24 PARTNERING

In order to most effectively accomplish this contract, the Government proposes to form a cohesive partnership with the Contractor and its subcontractors. This partnership would strive to draw on the strengths of each organization in an effort to achieve a quality project done right the first time, within budget and on schedule. Integral to the partnership would be a joint Contractor/Government effort to settle any disputes that may arise without costly and time consuming litigation. To that end, a non-binding procedure such as the Alternate Dispute Resolution process could be developed and agreed upon by both parties when it is determined to be necessary. This partnership would be bilateral in make-up and participation will be totally voluntary. Any cost associated with developing this partnership will be agreed to by both parties and will be shared equally with no change in contract price.

(End of Clause)

1.25 LOAD RESTRICTIONS

The Contractor shall comply with all legal load restrictions in the hauling of materials on public roads beyond the limits of the project. A special permit will not relieve the Contractor of liability for damage which may result from such hauling. The Contractor shall not operate equipment of such weight or so loaded as to cause damage to drainage structures or the roadway, or to any other type of improvement, either completed or under construction. Hauling of materials over the existing surface shall be limited as directed, and in no case shall legal load limits be exceeded unless permitted in writing. The Contractor shall repair, at his own expense, all damage to the work caused by his equipment.

(End of Clause)

1.26 BARRICADES, DANGER, WARNING, AND DETOUR SIGNS

The Contractor shall provide, erect, and maintain all necessary traffic control devices in substantial conformance to Part VI of the 1988 "Manual on Uniform Traffic Control Devices for Streets and Highways" as published by the U.S. Department of Transportation, Federal Highway Administration, and available from AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS (AASHTO), U.S. DEPARTMENT OF TRANSPORTATION (DOT). This requirement shall include flagman as shown in the manual when necessary and the use of electric flashers as conditions of construction may require during hours of darkness. The Contractor shall take all necessary precautions for protection of the work and for the safety of the public at or near the site of construction. Signing, barricades, lights, and other devices shall be well maintained and repositioned or removed as the progress of the work requires. No substandard, poorly maintained device will be acceptable. Particular attention shall be given to the following:

(a) Removal of barricades and warning signs. As soon as construction advances to the extent that temporary barricades, and signs such as "Detour", "One Way Traffic," etc. are no longer needed to inform the traveling public, such signs shall be removed promptly.

(b) Replacement of signs. When new work is necessary during any period of construction or maintenance, necessary signs shall be replaced as are needed to adequately warn and protect the public in accordance with the

SECTION 01 10 00.10 38 Page 12 provisions outlined above. As soon as the project has been accepted for maintenance, all temporary barricades and warning signs shall be removed promptly.

(c) Cost of protective devices. Unless otherwise shown in the Bidding Schedule, the cost of furnishing, erecting, maintaining, and removing protective devices will not be paid for as separate bid items.

Where the Contractor is required to perform any of these functions, the cost thereof shall be included in the overall bid submitted. Ownership of the temporary warning devices shall remain with the Contractor provided the devices are removed promptly after completion of the work as specified above. If such warning devices are left in place for more than 30 days after the specified time for removal, the Government shall have the right to remove such devices and to claim possession thereof.

(End of Clause)

1.27 PROTECTION OF EXISTING FACILITIES

The Contractor will not be responsible for any alterations to existing structures or utilities except those made by him for his convenience. The Contractor shall protect all existing structures, including bridges, roadway embankments, utilities and improvements from damage, and, in the event of damage as a result of his operations, the Contractor shall be responsible for their repair, restoration, or for all cost of damage resulting therefrom. In addition, the Contractor shall be responsible for any damage to bridge or culvert structures or railway embankments or track caused by the unauthorized excavation or excavation beyond the project dimensions shown on the plans. If the Contractor elects to have alterations made to any existing structure, utility or other improvements for his convenience, he shall make arrangements with the owner of the facility for such alterations and the agreement shall be approved by the Contracting Officer prior to their alteration.

(End of Clause)

1.28 CONTRACT AREA AND TRESPASSING

Property owners have signed easements which will allow the Contractor to enter and perform the work required by these specifications upon all land lying within the right-of-way limits shown on the drawings. The Contractor's operation shall be confined solely to those areas for which permission has been granted by the owners to enter. The Contractor shall cut only such timber as may be necessary for the prosecution of the work.

The Contractor shall not inflict damage upon land outside the contract area by unwarranted entry upon, passage through, or disposal of material on such land. The Contractor may make a separate agreement with any other party, regarding the use of, or right to, lands or facilities outside the contract area. If such an agreement is made, it shall be in writing and a copy shall be furnished the Contracting Officer. The Contractor shall hold and save the Government, its officers, and agents free from liability of any nature or kind arising from any trespassing or damage occasioned by his operations.

(End of Clause)

1.29 COORDINATION WITH OTHER CONTRACTORS

Other Contractors may be working in the vicinity during the time period of

SECTION 01 10 00.10 38 Page 13 this contract. The Contractor shall coordinate the contract operations with other Contractors in the area as needed to avoid conflicts and delays.

(End of Clause)

1.30 EQUIPMENT TESTING AND INSTRUCTION

(a) The Contractor shall perform full-scale operational testing for a period as recommended by the equipment's manufacturer to ensure that each individual piece of equipment and all equipment systems installed under this contract are functioning properly. Tests shall be made in presence of the Contracting Officer's Representative and shall be made using all fluids, solutions, and materials required for actual operation with the exception that clear water will be used for testing components of the wastewater systems which handle wastewater or treated effluents under normal operation.

The Contractor shall notify the Contracting Officer's Representative a minimum of two working days prior to the date that testing is scheduled to begin so that the Contracting Officer's Representative can be present to observe critical phases of testing.

The above sentence is to be used when the required period is so long that it would be unreasonable for the Contracting Officer's Representative or his representative to be present for the full duration of testing. If only a few hours of operational testing are required, it should be done in the presence of the Contracting Officer's Representative.

(b) The Contractor shall make any necessary adjustment to and retest any equipment which fails to perform satisfactorily and in accordance with the contract requirements. The Contractor shall continue to adjust and retest the equipment at no additional cost to the Government until suitable results are obtained.

(c) Portions of the work which include any piece of equipment will not be accepted as substantially complete before the equipment is fully operational both individually and as part of any system in which the piece of equipment is a component.

(d) No less than ninety (90) days prior to the anticipated date of Government acceptance of the work, the Contractor shall furnish a list of spare parts recommended by the equipment manufacturer to be kept on hand at all times by the operator.

(e) No more than thirty (3) days prior to the date the Government takes possession of the work, the Contractor shall make arrangements with the Contracting Officer's Representative to train the anticipated operator of the equipment. As a minimum, the Contractor shall furnish a manufacturer's representative, supplier, or other person thoroughly familiar with the equipment for 8 hours at the site to demonstrate the operation of the equipment to the operator and answer questions pertaining to the equipment. The Contractor shall provide written operational instructions, including a troubleshooting guide, for each system and/or piece of equipment, as applicable, and a list of sources for spare parts and repairs.

(f) The requirements of this paragraph are in addition to any testing and instructional requirements of the technical provisions.

SECTION 01 10 00.10 38 Page 14

(g) No separate payment will be made to the Contractor for fulfilling the requirements of this section. The work shall be considered incidental to the installation of the various equipment systems.

(End of Clause)

1.31 CONTRACT DRAWINGS AND SPECIFICATIONS

(AUG 2000) DFARS 252.236-7001

(a) The Government will provide to the Contractor, without charge, five (5) sets of contract drawings and specifications, except publications incorporated into the technical provisions by reference, in electronic or paper media as chosen by the Contracting Officer.

(b) The Contractor shall—

(1) Check all drawings furnished immediately upon receipt;

(2) Compare all drawings and verify the figures before laying out the work;

(3) Promptly notify the Contracting Officer of any discrepancies;

(4) Be responsible for any errors that might have been avoided by complying with this paragraph (b); and

(5) Reproduce and print contract drawings and specifications as needed.

(c) In general--

(1) Large-scale drawings shall govern small-scale drawings;

and

(2) The Contractor shall follow figures marked on drawings in preference to scale measurements.

(d) Omissions from the drawings or specifications or the misdescription of details of work that are manifestly necessary to carry out the intent of the drawings and specifications, or that are customarily performed, shall not relieve the Contractor from performing such omitted or misdescribed details of the work. The Contractor shall perform such details as if fully and correctly set forth and described in the drawings and specifications.

(e) The work shall conform to the specifications and the contract drawings identified in Section 00 01 15: LIST OF DRAWINGS.

(End of Clause)

SECTION 01 10 00.10 38 Page 15

SUBMITTAL REGISTER (ER 415-1-10)

TITLE AND LOCATION DATE

CONTRACTOR CONTRACT NUMBER

ACTIVITY

No.

TRANS-

MITTAL

No.

ITEM

No.

SPEC

PARAGRAPH

No.

DESCRIPTION OF

SUBMITTAL

TYPE OF SUBMITTAL

CLASSI-

FICATION

FIO

GA, DA

or CR

REVIEWER

OFFICE / NAME

CONTRACTOR

SCHEDULE DATES

CONTRACTOR

ACTION

GOVERNMENT

ACTION

SUBMIT

NEEDED

BY

APPROVAL

NEEDED

BY

MATERIAL

NEEDED

BY

CODE

CORPS

RECEIVED

DATE

CODE

CORPS

RETURNED

DATE

Philpott Reservoir Sewer Improvements

W912HN-09-B-0017 NA

16 Jun 2009

SORT : SECTION & ITEMRANGE : ALL

SECTION - 01 10 00.10 38

1 01 10 00.10 38 1.12 List of Subcontractors PRECON SUBMTL FIO

2 01 10 00.10 38 1.12 Activity Hazard Analysis PRECON SUBMTL FIO

3 01 10 00.10 38 1.12 Progress Chart PRECON SUBMTL GA

4 01 10 00.10 38 1.12 Quality Control Plan PRECON SUBMTL GA

5 01 10 00.10 38 1.2 Storm Water Pollution Prevention Plan PRECON SUBMTL FIO

6 01 10 00.10 38 1.12 Certificate of Insurance CERTIFICATES FIO

7 01 10 00.10 38 1.12 Completion of Corps CQC Course CERTIFICATES FIO

8 01 10 00.10 38 1.12 Letter Appointing Superintendent CERTIFICATES FIO

9 01 10 00.10 38 1.2 Commercial or Contractor Facilities CERTIFICATES GA

10 01 10 00.10 38 1.21 VDOT Land Use Permit CERTIFICATES FIO

SECTION - 01 20 00.00 20 PRICE AND PAYMENT PROCEDURES

1 01 20 00.00 20 1.3 Schedule of prices PRECON SUBMTL GA

SECTION - 01 30 00 ADMINISTRATIVE REQUIREMENTS

1 01 30 00 1.4.1 List of contact personnel PRECON SUBMTL GA

2 01 30 00 1.2 View location map PRECON SUBMTL GA

3 01 30 00 1.3 Progress and completion pictures PRECON SUBMTL GA

SECTION - 01 32 01.00 10 PROJECT SCHEDULE

1 01 32 01.00 10 3.4 Project Schedule PRECON SUBMTL GA

SECTION - 01 33 00 SUBMITTAL PROCEDURES

1 01 33 00 1.7 Submittal register PRECON SUBMTL GA

SECTION - 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

1 01 35 26 1.6 Accident Prevention Plan (APP) PRECON SUBMTL GA

2 01 35 26 1.7 Activity Hazard Analysis (AHA) PRECON SUBMTL GA

3 01 35 26 1.6.1 Crane Critical Lift Plan PRECON SUBMTL GA

4 01 35 26 1.5.1.3 Crane Operators PRECON SUBMTL GA

5 01 35 26 1.5.1.1 Site Safety and Health Officer PRECON SUBMTL GA

6 01 35 26 1.11 Reports TEST REPORTS FIO

7 01 35 26 1.11.1 Accident Reports TEST REPORTS FIO

8 01 35 26 1.11.3 Monthly Exposure Reports TEST REPORTS FIO

9 01 35 26 1.11.4 Crane Reports TEST REPORTS FIO

10 01 35 26 1.8 Confined Space Entry Permit CERTIFICATES FIO

11 01 35 26 1.8 Hot work permit CERTIFICATES FIO

12 01 35 26 1.2 License Certificates CERTIFICATES FIO

13 01 35 26 1.11.5 Certificate of Compliance CERTIFICATES FIO

CONTRACTOR CONTRACT NUMBER

ACTIVITY

No.

TRANS-

MITTAL

No.

ITEM

No.

SPEC

PARAGRAPH

No.

DESCRIPTION OF

SUBMITTAL

TYPE OF SUBMITTAL

CLASSI-

FICATION

FIO

GA, DA

or CR

REVIEWER

OFFICE / NAME

CONTRACTOR

SCHEDULE DATES

CONTRACTOR

ACTION

GOVERNMENT

ACTION

SUBMIT

NEEDED

BY

APPROVAL

NEEDED

BY

MATERIAL

NEEDED

BY

CODE

CORPS

RECEIVED

DATE

CODE

CORPS

RETURNED

DATE

Philpott Reservoir Sewer Improvements

W912HN-09-B-0017 NA

16 Jun 2009

SORT : SECTION & ITEMRANGE : ALL

SECTION - 01 35 40.00 20 ENVIRONMENTAL MANAGEMENT

1 01 35 40.00 20 1.8 Environmental Protection Plan PRECON SUBMTL GA

2 01 35 40.00 20 1.9.1 Instructor Qualifications PRECON SUBMTL FIO

3 01 35 40.00 20 3.2 Field Quality Control Reports TEST REPORTS FIO

4 01 35 40.00 20 1.6 Environmental Regulatory Requirements CERTIFICATES FIO

5 01 35 40.00 20 1.7.1 Material Safety Data Sheets MFRS INSTR FIO

6 01 35 40.00 20 1.9.3 Training Program CLOSEOUT SUBMTL FIO

7 01 35 40.00 20 3.1 Protection of Natural Resources CLOSEOUT SUBMTL FIO

SECTION - 01 57 19.00 20 TEMPORARY ENVIRONMENTAL CONTROLS

1 01 57 19.00 20 1.5.1 Preconstruction Survey PRECON SUBMTL GA

2 01 57 19.00 20 3.4 Solid Waste Management Plan and Permit PRECON SUBMTL GA

3 01 57 19.00 20 1.5.2 Regulatory Notifications PRECON SUBMTL GA

4 01 57 19.00 20 3.1 Environmental Management Plan PRECON SUBMTL GA

5 01 57 19.00 20 3.2.2.1 Storm Water Pollution Prevention Plan PRECON SUBMTL GA

6 01 57 19.00 20 3.2.2.2 Storm Water Pollution Prevention Plan PRECON SUBMTL GA

7 01 57 19.00 20 3.2.2.1 Storm Water Notice of Intent PRECON SUBMTL GA

8 01 57 19.00 20 3.14.1 Dirt and Dust Control Plan PRECON SUBMTL FIO

9 01 57 19.00 20 3.6 Contractor Hazardous Material Inventory PRECON SUBMTL GA

10 01 57 19.00 20 3.5 Laboratory Analysis TEST REPORTS FIO

11 01 57 19.00 20 3.13.1.2 Laboratory Analysis TEST REPORTS FIO

12 01 57 19.00 20 3.15.2 Disposal Requirements TEST REPORTS FIO

13 01 57 19.00 20 3.2.2 Erosion and Sediment Control Inspection TEST REPORTS FIO

14 01 57 19.00 20 3.2.2 Storm Water Inspection Reports for Gener TEST REPORTS FIO

15 01 57 19.00 20 1.5.5 Contractor 40 CFR employee training reco TEST REPORTS FIO

16 01 57 19.00 20 3.4.1 Solid Waste Management Report TEST REPORTS GA

17 01 57 19.00 20 3.2.2.1 Storm Water Pollution Prevention Plan CLOSEOUT SUBMTL GA

18 01 57 19.00 20 3.2.2.2 Storm Water Pollution Prevention Plan CLOSEOUT SUBMTL GA

19 01 57 19.00 20 3.5 Waste Determination Documentation CLOSEOUT SUBMTL FIO

20 01 57 19.00 20 3.6.1 Disposal Documentation for Hazardous and CLOSEOUT SUBMTL FIO

21 01 57 19.00 20 1.5.5 Contractor 40 CFR Employee Training Reco CLOSEOUT SUBMTL FIO

22 01 57 19.00 20 3.4 Solid Waste Management Permit CLOSEOUT SUBMTL FIO

23 01 57 19.00 20 3.4.1 Solid Waste Management Report CLOSEOUT SUBMTL FIO

24 01 57 19.00 20 3.6 Contractor Hazardous Material Inventory CLOSEOUT SUBMTL GA

25 01 57 19.00 20 3.13.1 Hazardous Waste/Debris Management CLOSEOUT SUBMTL FIO

26 01 57 19.00 20 1.5.2 Regulatory Notifications CLOSEOUT SUBMTL FIO

CONTRACTOR CONTRACT NUMBER

ACTIVITY

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ITEM

No.

SPEC

PARAGRAPH

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DESCRIPTION OF

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CLASSI-

FICATION

FIO

GA, DA

or CR

REVIEWER

OFFICE / NAME

CONTRACTOR

SCHEDULE DATES

CONTRACTOR

ACTION

GOVERNMENT

ACTION

SUBMIT

NEEDED

BY

APPROVAL

NEEDED

BY

MATERIAL

NEEDED

BY

CODE

CORPS

RECEIVED

DATE

CODE

CORPS

RETURNED

DATE

Philpott Reservoir Sewer Improvements

W912HN-09-B-0017 NA

16 Jun 2009

SORT : SECTION & ITEMRANGE : ALL

SECTION - 01 57 19.01 20 SUPPLEMENTAL TEMPORARY ENVIRONMENTAL CONTROLS

1 01 57 19.01 20 1.1 Excavation Permits PRECON SUBMTL GA

2 01 57 19.01 20 1.1 Dirt and Dust Control Plan PRECON SUBMTL GA

3 01 57 19.01 20 1.1 Storage Inventory Form PRECON SUBMTL GA

SECTION - 01 57 20.00 10 ENVIRONMENTAL PROTECTION

1 01 57 20.00 10 1.7 Environmental Protection Plan PRECON SUBMTL GA

SECTION - 01 57 23 TEMPORARY STORM WATER POLLUTION CONTROL

1 01 57 23 1.3.2 Storm Water Pollution Prevention Plan PRECON SUBMTL FIO

2 01 57 23 1.3.2 Storm Water Notice of Intent PRECON SUBMTL FIO

3 01 57 23 1.3.2 Storm Water Inspection Reports TEST REPORTS FIO

4 01 57 23 1.3 Erosion and Sediment Controls TEST REPORTS FIO

5 01 57 23 2.1.3 Mill Certificate or Affidavit CERTIFICATES FIO

SECTION - 01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

1 01 74 19 1.6 Waste Management Plan PRECON SUBMTL GA

2 01 74 19 1.7 Records CLOSEOUT SUBMTL FIO

SECTION - 01 75 00 STARTING AND ADJUSTING

1 01 75 00 1.2.1 Verification of Prior Experience PRECON SUBMTL GA

2 01 75 00 1.2.1 Documentation of Manufacturer's Prior Ex PRECON SUBMTL GA

3 01 75 00 1.2.1 Quality Control Plan PRECON SUBMTL GA

4 01 75 00 1.2.1 Manufacturer's Sample Warranty PRECON SUBMTL GA

5 01 75 00 1.2.1 Manufactured in the United States PRECON SUBMTL FIO

6 01 75 00 1.2.2 Drawings, Diagrams and Schedules SHOP DRAWINGS GA

7 01 75 00 1.2.2 Diagrams and Instructions SHOP DRAWINGS GA

8 01 75 00 1.2.2 Drawings SHOP DRAWINGS GA

9 01 75 00 1.2.3 Catalog cuts PRODUCT DATA GA

10 01 75 00 1.2.3 Samples of warranty language PRODUCT DATA GA

11 01 75 00 1.2.3 Design Calculations DESIGN DATA GA

12 01 75 00 1.2.4.1 Factory Tests TEST REPORTS GA

13 01 75 00 1.2.4.2 Functional Field Test TEST REPORTS GA

14 01 75 00 1.2.4.3 Final Acceptance Test TEST REPORTS GA

15 01 75 00 1.2.4.4 Test Procedures TEST REPORTS GA

16 01 75 00 1.2.1 Qualification of Manufacturer CERTIFICATES GA

17 01 75 00 1.2.1 Qualification of Installer CERTIFICATES GA

18 01 75 00 1.2.1 Qualification of Installer CERTIFICATES GA

19 01 75 00 1.2.1 Administrative Requirements MFRS INSTR GA

CONTRACTOR CONTRACT NUMBER

ACTIVITY

No.

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No.

ITEM

No.

SPEC

PARAGRAPH

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DESCRIPTION OF

SUBMITTAL

TYPE OF SUBMITTAL

CLASSI-

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FIO

GA, DA

or CR

REVIEWER

OFFICE / NAME

CONTRACTOR

SCHEDULE DATES

CONTRACTOR

ACTION

GOVERNMENT

ACTION

SUBMIT

NEEDED

BY

APPROVAL

NEEDED

BY

MATERIAL

NEEDED

BY

CODE

CORPS

RECEIVED

DATE

CODE

CORPS

RETURNED

DATE

Philpott Reservoir Sewer Improvements

W912HN-09-B-0017 NA

16 Jun 2009

SORT : SECTION & ITEMRANGE : ALL

20 01 75 00 1.2.1 Demonstration and Training Information MFRS INSTR GA

21 01 75 00 1.2.1 Manufacturer's Procedural Requirements MFRS INSTR GA

22 01 75 00 1.2.4.2 Documentation of the Testing and Verific MFRS FLD REPT GA

23 01 75 00 1.2.3 Operation and Maintenance Data O&M DATA FIO

24 01 75 00 1.2.3 Safety and Security Data or Posters O&M DATA FIO

SECTION - 01 78 00 CLOSEOUT SUBMITTALS

1 01 78 00 1.2 Maintenance and Condition Monitoring MFRS INSTR FIO

2 01 78 00 1.2 Posted Instructions MFRS INSTR FIO

3 01 78 00 1.8 Operation and Maintenance Manuals O&M DATA FIO

4 01 78 00 1.3.1 Record Drawings CLOSEOUT SUBMTL FIO

5 01 78 00 1.6 Certification of EPA Designated Items CLOSEOUT SUBMTL GA

6 01 78 00 1.10 Form DD1354 CLOSEOUT SUBMTL GA

7 01 78 00 1.10 Checklist for Form DD1354 CLOSEOUT SUBMTL GA

SECTION - 03 11 14.00 10 FORMWORK FOR CONCRETE

1 03 11 14.00 10 1.4 Shop Drawings SHOP DRAWINGS GA

2 03 11 14.00 10 2.1 Materials PRODUCT DATA GA

3 03 11 14.00 10 3.3 Inspection TEST REPORTS GA

4 03 11 14.00 10 3.2.1 Formwork Not Supporting Weight of Concre TEST REPORTS GA

SECTION - 03 15 14.00 10 EXPANSION, CONTRACTION AND CONSTRUCTION JOINTS IN CONCRETE FOR CIVIL WORKS 1 03 15 14.00 10 2.1.2.1 Field Molded Sealants and Primer SAMPLES GA

2 03 15 14.00 10 2.1.1 Premolded Expansion Joint Filler Strips TEST REPORTS GA

SECTION - 03 20 02 STEEL BARS AND WELDED WIRE FABRIC FOR CONCRETE REINFORCEMENT FOR CIVIL WORK 1 03 20 02 3.1 Fabrication and Placement SHOP DRAWINGS GA

2 03 20 02 2.1 Materials PRODUCT DATA GA

3 03 20 02 2.2 Material TEST REPORTS FIO

4 03 20 02 2.2 Tests, Inspections, and Verifications TEST REPORTS GA

SECTION - 03 31 01.00 10 CAST-IN-PLACE STRUCTURAL CONCRETE FOR CIVIL WORKS

1 03 31 01.00 10 2.2 Concrete Mixture Proportioning PRODUCT DATA GA

2 03 31 01.00 10 3.1.2 Batch Plant PRODUCT DATA GA

3 03 31 01.00 10 3.6 Tests and Inspections PRODUCT DATA GA

4 03 31 01.00 10 3.6.1 Testing Technicians PRODUCT DATA GA

5 03 31 01.00 10 1.2 Construction Inspector (CTCI) PRODUCT DATA GA

6 03 31 01.00 10 3.6.1 Concrete Construction Inspector (CCI) PRODUCT DATA GA

7 03 31 01.00 10 3.5 Curing and Protection PRODUCT DATA GA

8 03 31 01.00 10 3.3.4 Cold-Weather Placing PRODUCT DATA GA

CONTRACTOR CONTRACT NUMBER

ACTIVITY

No.

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No.

ITEM

No.

SPEC

PARAGRAPH

No.

DESCRIPTION OF

SUBMITTAL

TYPE OF SUBMITTAL

CLASSI-

FICATION

FIO

GA, DA

or CR

REVIEWER

OFFICE / NAME

CONTRACTOR

SCHEDULE DATES

CONTRACTOR

ACTION

GOVERNMENT

ACTION

SUBMIT

NEEDED

BY

APPROVAL

NEEDED

BY

MATERIAL

NEEDED

BY

CODE

CORPS

RECEIVED

DATE

CODE

CORPS

RETURNED

DATE

Philpott Reservoir Sewer Improvements

W912HN-09-B-0017 NA

16 Jun 2009

SORT : SECTION & ITEMRANGE : ALL

9 03 31 01.00 10 3.3.5 Hot-Weather Placing PRODUCT DATA GA

10 03 31 01.00 10 1.3.1.1 Aggregates SAMPLES GA

11 03 31 01.00 10 1.3.1.2 Cementitious Materials, Admixtures, and SAMPLES GA

12 03 31 01.00 10 3.6.2.3 Quality of Aggregates TEST REPORTS GA

13 03 31 01.00 10 3.6 Tests and Inspections TEST REPORTS GA

14 03 31 01.00 10 2.1.1 Cementitious Materials CERTIFICATES GA

15 03 31 01.00 10 2.1.3.1 Air-Entraining Admixture CERTIFICATES GA

16 03 31 01.00 10 2.1.3.4 Other Chemical Admixtures CERTIFICATES GA

17 03 31 01.00 10 2.1.4.1 Membrane-Forming Curing Compound CERTIFICATES GA

18 03 31 01.00 10 3.5.3 Membrane-Forming Curing Compound CERTIFICATES GA

SECTION - 05 14 00.13 WELDING STRUCTURAL ALUMINUM FRAMING

1 05 14 00.13 1.5.2 Welding Procedure Specifications (WPS) CERTIFICATES GA

2 05 14 00.13 1.5.2 Procedure Qualification Records (PQR) CERTIFICATES GA

3 05 14 00.13 1.5.2 Welder Performance Qualifications (WPQ) CERTIFICATES GA

SECTION - 05 50 13

1 05 50 13 2.2 Access doors and panels SHOP DRAWINGS GA

2 05 50 13 2.2 Access doors and panels PRODUCT DATA GA

SECTION - 26 08 00 APPARATUS INSPECTION AND TESTING

1 26 08 00 3.1 Acceptance tests and inspections TEST REPORTS GA

2 26 08 00 1.4.1 Qualifications CERTIFICATES GA

3 26 08 00 1.4.3 Acceptance test and inspections procedur CERTIFICATES GA

SECTION - 26 20 00 INTERIOR DISTRIBUTION SYSTEM

1 26 20 00 2.10 Panelboards SHOP DRAWINGS GA

2 26 20 00 3.1.7.1 Marking strips SHOP DRAWINGS GA

3 26 20 00 2.9 Receptacles PRODUCT DATA GA

4 26 20 00 2.10.3 Circuit breakers PRODUCT DATA GA

5 26 20 00 3.1.6 Switches PRODUCT DATA GA

6 26 20 00 2.11 Enclosed circuit breakers PRODUCT DATA GA

7 26 20 00 2.17 Surge protective devices PRODUCT DATA GA

8 26 20 00 3.5.2 600-volt wiring test TEST REPORTS GA

9 26 20 00 3.5.4 Grounding system test TEST REPORTS GA

10 26 20 00 3.5.3 Ground-fault receptacle test TEST REPORTS GA

11 26 20 00 2.8 Fuses CERTIFICATES GA

12 26 20 00 1.5.1 Electrical Systems O&M DATA GA

SECTION - 26 32 14.00 10 DIESEL-GENERATOR SET, STATIONARY 15-300 KW, STANDBY APPLICATIONS

CONTRACTOR CONTRACT NUMBER

ACTIVITY

No.

TRANS-

MITTAL

No.

ITEM

No.

SPEC

PARAGRAPH

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DESCRIPTION OF

SUBMITTAL

TYPE OF SUBMITTAL

CLASSI-

FICATION

FIO

GA, DA

or CR

REVIEWER

OFFICE / NAME

CONTRACTOR

SCHEDULE DATES

CONTRACTOR

ACTION

GOVERNMENT

ACTION

SUBMIT

NEEDED

BY

APPROVAL

NEEDED

BY

MATERIAL

NEEDED

BY

CODE

CORPS

RECEIVED

DATE

CODE

CORPS

RETURNED

DATE

Philpott Reservoir Sewer Improvements

W912HN-09-B-0017 NA

16 Jun 2009

SORT : SECTION & ITEMRANGE : ALL

1 26 32 14.00 10 1.4.10 Detailed Drawings SHOP DRAWINGS GA

2 26 32 14.00 10 3.6 Acceptance SHOP DRAWINGS GA

3 26 32 14.00 10 3.2.4 Performance Tests PRODUCT DATA FIO

4 26 32 14.00 10 2.6 Sound Limitations PRODUCT DATA GA

5 26 32 14.00 10 2.11 Generator PRODUCT DATA FIO

6 26 32 14.00 10 2.3.4 Integral Main Fuel Storage Tank PRODUCT DATA FIO

7 26 32 14.00 10 1.2 Day Tank PRODUCT DATA FIO

8 26 32 14.00 10 3.2.1.2 Power Factor PRODUCT DATA FIO

9 26 32 14.00 10 2.5.2 Heat Exchanger PRODUCT DATA FIO

10 26 32 14.00 10 2.15.5 Time-Delay on Alarms PRODUCT DATA FIO

11 26 32 14.00 10 2.5 Cooling System PRODUCT DATA FIO

12 26 32 14.00 10 2.2 Manufacturer's Catalog PRODUCT DATA FIO

13 26 32 14.00 10 1.4.7 Vibration Isolation PRODUCT DATA FIO

14 26 32 14.00 10 3.5 Instructions PRODUCT DATA GA

15 26 32 14.00 10 1.4.8 Experience PRODUCT DATA FIO

16 26 32 14.00 10 1.4.9 Field Engineer PRODUCT DATA FIO

17 26 32 14.00 10 1.2 Site Welding PRODUCT DATA FIO

18 26 32 14.00 10 3.1 General Installation PRODUCT DATA FIO

19 26 32 14.00 10 1.4.4 Site Visit PRODUCT DATA FIO

20 26 32 14.00 10 3.2 Onsite Inspection and Tests TEST REPORTS GA

21 26 32 14.00 10 1.4.7 Vibration Isolation CERTIFICATES FIO

22 26 32 14.00 10 1.2 Prototype Tests CERTIFICATES FIO

23 26 32 14.00 10 3.2.4.1 Reliability and Durability CERTIFICATES FIO

24 26 32 14.00 10 1.2 Emissions CERTIFICATES FIO

25 26 32 14.00 10 2.6 Sound limitations CERTIFICATES FIO

26 26 32 14.00 10 2.11.1 Current Balance CERTIFICATES FIO

27 26 32 14.00 10 2.1 Materials and Equipment CERTIFICATES FIO

28 26 32 14.00 10 2.22 Factory Inspection and Tests CERTIFICATES FIO

29 26 32 14.00 10 3.2.2 Inspections CERTIFICATES FIO

30 26 32 14.00 10 2.5 Cooling System CERTIFICATES FIO

SECTION - 26 56 00 EXTERIOR LIGHTING

1 26 56 00 1.4.1.1 Luminaire drawings SHOP DRAWINGS GA

2 26 56 00 1.4.1.2 Poles SHOP DRAWINGS GA

3 26 56 00 1.6.1 Local/Regional Materials PRODUCT DATA FIO

4 26 56 00 1.3 Environmental Data PRODUCT DATA FIO

CONTRACTOR CONTRACT NUMBER

ACTIVITY

No.

TRANS-

MITTAL

No.

ITEM

No.

SPEC

PARAGRAPH

No.

DESCRIPTION OF

SUBMITTAL

TYPE OF SUBMITTAL

CLASSI-

FICATION

FIO

GA, DA

or CR

REVIEWER

OFFICE / NAME

CONTRACTOR

SCHEDULE DATES

CONTRACTOR

ACTION

GOVERNMENT

ACTION

SUBMIT

NEEDED

BY

APPROVAL

NEEDED

BY

MATERIAL

NEEDED

BY

CODE

CORPS

RECEIVED

DATE

CODE

CORPS

RETURNED

DATE

Philpott Reservoir Sewer Improvements

W912HN-09-B-0017 NA

16 Jun 2009

SORT : SECTION & ITEMRANGE : ALL

5 26 56 00 1.6.2 Energy Efficiency PRODUCT DATA FIO

6 26 56 00 2.2 Luminaires PRODUCT DATA GA

7 26 56 00 2.2.1 Lamps PRODUCT DATA GA

8 26 56 00 2.2.2 Ballasts PRODUCT DATA GA

9 26 56 00 2.3 Photocell switch PRODUCT DATA GA

10 26 56 00 2.5 Brackets PRODUCT DATA FIO

11 26 56 00 1.4.3 Design Data for luminaires DESIGN DATA GA

12 26 56 00 1.4.2 Pressure treated wood pole quality TEST REPORTS FIO

13 26 56 00 3.4 Operating test TEST REPORTS FIO

14 26 56 00 1.3 Operational Service O&M DATA FIO

SECTION - 31 00 00 EARTHWORK

1 31 00 00 3.8 Shoring PRECON SUBMTL GA

2 31 00 00 1.7.1 Dewatering Work Plan PRECON SUBMTL GA

3 31 00 00 3.13 Utilization of Excavated Materials PRODUCT DATA GA

4 31 00 00 1.4.1.2 Rock Excavation PRODUCT DATA GA

5 31 00 00 3.7 Opening of any Excavation or Borrow Pit PRODUCT DATA GA

6 31 00 00 3.20 Shoulder Construction PRODUCT DATA GA

7 31 00 00 3.24.2 Testing TEST REPORTS GA

8 31 00 00 2.1 Borrow Site Testing TEST REPORTS GA

9 31 00 00 3.24.2 Testing CERTIFICATES GA

SECTION - 31 11 00 CLEARING AND GRUBBING

1 31 11 00 1.1 Nonsaleable Materials PRODUCT DATA GA

2 31 11 00 2.1 Tree wound paint SAMPLES GA

3 31 11 00 1.1 Herbicide SAMPLES GA

SECTION - 31 32 11 SOIL SURFACE EROSION CONTROL

1 31 32 11 1.3 Work sequence schedule PRECON SUBMTL GA

2 31 32 11 1.3 Erosion control plan PRECON SUBMTL GA

3 31 32 11 3.2.2 Layout SHOP DRAWINGS GA

4 31 32 11 3.2.4 Obstructions Below Ground SHOP DRAWINGS GA

5 31 32 11 1.3 Erosion Control SHOP DRAWINGS GA

6 31 32 11 1.3 Seed Establishment Period SHOP DRAWINGS GA

7 31 32 11 3.6 Maintenance Record SHOP DRAWINGS GA

8 31 32 11 2.2.2 Geosynthetic Binders PRODUCT DATA GA

9 31 32 11 2.1 Recycled Plastic PRODUCT DATA FIO

10 31 32 11 2.3.3 Wood Cellulose Fiber PRODUCT DATA FIO

CONTRACTOR CONTRACT NUMBER

ACTIVITY

No.

TRANS-

MITTAL

No.

ITEM

No.

SPEC

PARAGRAPH

No.

DESCRIPTION OF

SUBMITTAL

TYPE OF SUBMITTAL

CLASSI-

FICATION

FIO

GA, DA

or CR

REVIEWER

OFFICE / NAME

CONTRACTOR

SCHEDULE DATES

CONTRACTOR

ACTION

GOVERNMENT

ACTION

SUBMIT

NEEDED

BY

APPROVAL

NEEDED

BY

MATERIAL

NEEDED

BY

CODE

CORPS

RECEIVED

DATE

CODE

CORPS

RETURNED

DATE

Philpott Reservoir Sewer Improvements

W912HN-09-B-0017 NA

16 Jun 2009

SORT : SECTION & ITEMRANGE : ALL

11 31 32 11 2.3.4 Paper Fiber PRODUCT DATA FIO

12 31 32 11 2.3.9 Mulch Control Netting and Filter Fabric PRODUCT DATA FIO

13 31 32 11 2.5.11 Erosion Control Blankets Type XI PRODUCT DATA FIO

14 31 32 11 2.4 Geotextile Fabrics PRODUCT DATA GA

15 31 32 11 2.7 Aggregate PRODUCT DATA FIO

16 31 32 11 2.6.1 Synthetic Grid Systems PRODUCT DATA GA

17 31 32 11 1.3 Equipment PRODUCT DATA GA

18 31 32 11 3.1.1 Finished Grade PRODUCT DATA GA

19 31 32 11 2.5 Erosion Control Blankets PRODUCT DATA GA

20 31 32 11 1.5 Materials SAMPLES GA

21 31 32 11 2.2.2 Geosynthetic Binders TEST REPORTS FIO

22 31 32 11 2.4 Geotextile Fabrics TEST REPORTS FIO

23 31 32 11 2.5 Erosion Control Blankets TEST REPORTS FIO

24 31 32 11 2.6.1 Synthetic Grid Systems TEST REPORTS FIO

25 31 32 11 2.7 Sand TEST REPORTS FIO

26 31 32 11 2.7 Gravel TEST REPORTS FIO

27 31 32 11 3.3.12.1 Fill Material CERTIFICATES GA

28 31 32 11 2.3 Mulch CERTIFICATES GA

29 31 32 11 2.4 Geotextile Fabrics CERTIFICATES GA

30 31 32 11 2.2.2 Geosynthetic Binders CERTIFICATES FIO

31 31 32 11 2.2.1 Synthetic Soil Binders CERTIFICATES FIO

32 31 32 11 1.4.1 Installer's Qualification CERTIFICATES FIO

33 31 32 11 2.1 Recycled Plastic CERTIFICATES FIO

34 31 32 11 2.5.12 Seed CERTIFICATES FIO

35 31 32 11 2.3.8 Asphalt Adhesive CERTIFICATES FIO

36 31 32 11 3.3 Tackifier CERTIFICATES FIO

37 31 32 11 2.3.6 Wood By-Products CERTIFICATES FIO

38 31 32 11 2.3.3 Wood Cellulose Fiber CERTIFICATES FIO

39 31 32 11 3.6.2 Maintenance Instructions O&M DATA FIO

SECTION - 32 92 19 SEEDING

1 32 92 19 2.4.3 Wood cellulose fiber mulch PRODUCT DATA GA

2 32 92 19 2.3 Fertilizer PRODUCT DATA GA

3 32 92 19 2.2.3 Topsoil composition tests TEST REPORTS GA

4 32 92 19 2.1 Seed CERTIFICATES GA

5 32 92 19 2.6 Erosion Control Materials MFRS INSTR GA

CONTRACTOR CONTRACT NUMBER

ACTIVITY

No.

TRANS-

MITTAL

No.

ITEM

No.

SPEC

PARAGRAPH

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DESCRIPTION OF

SUBMITTAL

TYPE OF SUBMITTAL

CLASSI-

FICATION

FIO

GA, DA

or CR

REVIEWER

OFFICE / NAME

CONTRACTOR

SCHEDULE DATES

CONTRACTOR

ACTION

GOVERNMENT

ACTION

SUBMIT

NEEDED

BY

APPROVAL

NEEDED

BY

MATERIAL

NEEDED

BY

CODE

CORPS

RECEIVED

DATE

CODE

CORPS

RETURNED

DATE

Philpott Reservoir Sewer Improvements

W912HN-09-B-0017 NA

16 Jun 2009

SORT : SECTION & ITEMRANGE : ALL

SECTION - 32 92 23 SODDING

1 32 92 23 2.3 Fertilizer PRODUCT DATA GA

2 32 92 23 2.2.3 Topsoil composition tests TEST REPORTS GA

3 32 92 23 2.1 Sods CERTIFICATES FIO

SECTION - 33 30 00 SANITARY SEWERS

1 33 30 00 1.6 Existing Conditions PRECON SUBMTL FIO

2 33 30 00 1.4.2 Drawings SHOP DRAWINGS FIO

3 33 30 00 2.4.1 Precast concrete manhole SHOP DRAWINGS FIO

4 33 30 00 2.4.4 Metal items SHOP DRAWINGS FIO

5 33 30 00 2.4.4.1 Frames, covers, and gratings SHOP DRAWINGS FIO

6 33 30 00 2.1 Pipeline materials PRODUCT DATA FIO

7 33 30 00 2.5 Reports TEST REPORTS FIO

8 33 30 00 2.3.2 Portland Cement CERTIFICATES FIO

9 33 30 00 1.3 Gaskets CERTIFICATES FIO

SECTION - 33 32 13.14 PACKAGED SEWAGE LIFT STATIONS, GRINDER PUMP TYPE

1 33 32 13.14 2.1 Pipe and fittings PRODUCT DATA GA

2 33 32 13.14 2.2.2 Check valves PRODUCT DATA GA

3 33 32 13.14 2.2.1 Ball valves PRODUCT DATA GA

4 33 32 13.14 2.3 Submersible sewage grinder pumps PRODUCT DATA GA

5 33 32 13.14 1.3 FRP wetwell and valve vault PRODUCT DATA GA

6 33 32 13.14 1.3 Pump Controls PRODUCT DATA GA

7 33 32 13.14 2.3 Submersible Sewage Grinder Pumps O&M DATA GA

SECTION - 33 70 02.00 10 ELECTRICAL DISTRIBUTION SYSTEM, UNDERGROUND

1 33 70 02.00 10 1.4.1 Detail Drawings SHOP DRAWINGS FIO

2 33 70 02.00 10 1.4.2 As-Built Drawings SHOP DRAWINGS FIO

3 33 70 02.00 10 2.2 Nameplates SHOP DRAWINGS GA

4 33 70 02.00 10 2.1 Material and Equipment SHOP DRAWINGS GA

5 33 70 02.00 10 3.2 Installation Requirements SHOP DRAWINGS GA

6 33 70 02.00 10 3.8 Field Testing SHOP DRAWINGS FIO

7 33 70 02.00 10 3.8.5 Operating Tests SHOP DRAWINGS FIO

8 33 70 02.00 10 3.3.1.4 Cable Installation SHOP DRAWINGS FIO

9 33 70 02.00 10 2.1 Material and Equipment CERTIFICATES FIO

10 33 70 02.00 10 1.3 Cable Joints CERTIFICATES FIO

11 33 70 02.00 10 1.3 Installation Engineer CERTIFICATES FIO switch enclosed in a float. Use pipe mounted float assembly. Use float molded of rigid high-density polyurethane foam, color-coded and coated with a durable, water and corrosion-resistant jacket of clear urethane. Provide connecting cable and support pole in accordance with manufacturers recommendations. Provide a cast aluminum NEMA Type 4 junction box to connect float assembly. Use box with a gasketed cover with tapped float fitting and conduit entrance pipe threaded opening. Mount floats at fixed elevations as shown. Use floats designed to tilt and operate their switches causing sequential turn-on turn-off of the pump, when the liquid level being sensed rises or falls past the float.

2.5.2 Alternator

Provide an alternator control switch to operate in connection with each float. Use alternator control switch to alternate the operation of the pumps and operate both pumps if the water level rises above the second high water level. Incorporate time delay function and devices in the alternator controls such that both sewage pumps cannot be started simultaneously for an adjustable period of 10 to 120 seconds after shutdown. Use delay function designed to operate in any condition of start-up in either normal or emergency operational mode.

2.5.3 Sewage Pump Alarm and Control Panel

Enclose alarm panel in NEMA IV enclosure and with a flashing red light with long life bulb in guarded enclosure and 6 inch diameter horn. Horn must emit 120 DB at 10 feet. Power alarm horn and light from 12V DC power supply with battery backup. Provide a rechargeable battery rated to power both the horn and light for a minimum of two hours upon loss of main power.

Provide circuitry to automatically recharge the battery after main power is restored. Full charge of battery must take no more than 20 hours. Use panel swith power on light, push to test button for horn and light and push to silence button for horn and light with automatic reset for next alarm.

Provide automatic dialer equal to United Security Products AD-2000 for PS-1 only. Program alarm voice messages and numbers called with Contracting Officer. Use alarm designed to activate under the following conditions:

a. High liquid level as sensed by float switch

b. Loss of main power

2.5.4 Electrical Requirements

Furnish motors with their respective pieces of equipment. Furnish internal wiring for components of packaged equipment as an integral part of the equipment. Provide power wiring and conduit for field installed equipment.

2.5.5 Microprocessor Pump Control Panel (Duplex)

Pump control panel to include a transducer operated duplex pump controller. The controller will manage the level in the wet well utilizing set points for off, lead, lag and high level with the provision for a low and high level alarm. Additionally, the controller can use floats as a backup to the transducer. Transducer input will be 4-20 ma signal. The controller should have the following features:

2.5.5.1 Outline

1. Features:

SECTION 33 32 13.14 Page 8

a. Pump run confirmation via motor current or contactor feedback.

b. Pump stop after maximum runtime setting.

c. Timed pump alternator.

d. Emergency pump run timer on high float.

e. Overflow calculation and monitoring.

f. Pulse frequency to analogue, value conversion.

g. Energy/rain inputs.

h. Alarm dial-up.

i. GSM/SMS alarms.

j. GPRS modem support.

k. Modbus & Comli communication protocol.

l. Data logger 8 analogue channels 1-60 minute/sample:

Level, motor current P1/P2, inflow/outflow, pressure, motor temperature (Pt 100) P1/P2, calculated energy/rain.

m. Data logger digital: Pump 1/2 on/off, alarms on/off/acknowledge.

n. SW clock for time and date. Must be set after each power up.

o. Inflow/Outflow calculation.

p. Pump capacity calculation and alarm.

q. Personnel alarm.

r. High level float.

s. Overflow sensor.

t. Start float/run confirmation P1.

u. Start float/run confirmation P2.

v. Stop float (common)/low level float (blocks pumping).

w. Motor protector P1.

x. Motor protector P2.

y. Manual start of pump 1.

z. Manual start of pump 2.

aa. P1 not in auto/pump fail.

bb. P2 not in auto/pump fail.

SECTION 33 32 13.14 Page 9

cc. Energy or rain meter 1.

dd. Energy or rain meter 2.

ee. Alarm reset.

2. Analogue Inputs:

a. 2-wire level sensor 4-20 mA.

b.…