W912HN-10-B-0001 0002.pdf

W81LJ892783306

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 Number W912HN-10-B-0001, "Tailrace Recreation Improvements, Falls Lake, Wake County, NC", is hereby modified as follow s:

a. The bid opening date is being extended to 18 May 2010 at 2:00 pm ET.

b. Changes to the plans and specif ications are being incorporated through this modification.

c. The bid schedule is being modified to refelect changes in the specif ications.

d. Clause 52.236-4, Physical Data is being revised.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 5

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

16C. DATE SIGNED

BY 05-May-2010

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-10-B-0001

X 9B. DATED (SEE ITEM 11)

08-Jan-2010

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 X is extended, 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 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 T HE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. T HIS CHANGE ORDER IS ISSUED PURSUANT T O: (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

05-May-2010

CODE

U S ARMY CORPS OF ENGINEERS

WILMINGTON DISTRICT

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-10-B-0001

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION 00010 - SOLICITATION CONTRACT FORM

The required response date/time has changed

FROM: 08-Feb-2010 02:00 PM TO: 18-May-2010 02:00 PM

The Issued By organization has changed

FROM: U.S. ARMY ENGINEER DISTRICT SAVANNAH

WILM INGTON OFFICE

69 DARLINGTON AVENUE

WI LMINGTON NC 28403

TO: U S ARMY CORPS OF ENGINEERS

WILM INGTON DISTRICT

69 DARLINGTON AVE

WI LMINGTON NC 28403-1343

CLIN 0001

HAS BEEN DELETED

The CLIN description has changed to ARRA - PEDESTRIAN BRIDGE (DELETED).

INCLUDES ABUTMENTS AND RELATED WORK.(DELETED AMENDMENT 0002).

CLIN 0002

The CLIN description has changed

FROM: ARRA - ALL OTHER RENOVATIONS TO THE TAILRACE AREA IN ACCORDANCE

WITH ATTACHED PLANS AND SPECIFICATIONS.

TO: ARRA - FALLS TAILRACE RECREATION IMPROVEMENTS IN ACCORDANCE

WITH ATTACHED PLANS AND SPECIFICATIONS.

W912HN-10-B-0001

SECTION 00800 - SPECIAL CONTRACT REQUIREMENTS

The following have been modified:

52.236-4 PHYSICAL DATA (APR 1984)

Data and information furnished or referred to below is for the Contractor’s information. The Government shall not be responsible for any interpretation of or conclusion drawn from the data or information by the Contractor.

(a) The indications of physical conditions on the drawings and in the specifications are the result of site investigations and topographic surveys.

(b) Weather Conditions. Temperature and rainfall data for the area can be obtained from the Southeast Regional Climate Center, Chapel Hill, North Carolina. Information about weather conditions is available through the following internet site:

http://www.sercc.com/index.php

(c) Transportation facilities. The project is accessible by paved roadways.

(d) The project is located in Wake County, North Carolina (End of clause)

The drawings and specifications are being revised to eliminate the following features of the work: riprap drainage swale located on the east side of the existing parking lot, flow diversion berm on the east side of the stream, concrete spillway, and the pedestrian bridge and abutments. These features have been deleted out of the specifications and are indicated “Not in Contract” or “NIC” on the drawings.

The Following pages provide the revised specifications and drawings as indicated above.

PROJECT TABLE OF CONTENTS

Delete existing Page 1 and Page 2 in their entirety and replace with revised enclosed Pages.

SECTION 01 10 00.10 38 – SUPPLEMENTARY SPECIAL CONTRACT REQUIREMENTS

(1) Delete existing Page 1 and Page 9 thru Page 17 in their entirety and replace with revised enclosed Page 1 and Page 9 thru Page 16.

(2) ADD Attachment 2 COVER and Enclosures in their entirety.

SECTION 01 11 00 – SUMMARY OF WORK

Delete existing Page 2 in its entirety and replace with revised enclosed Page.

SECTION 01 30 00 – ADMINISTRATIVE REQUIREMENTS

Delete existing Page 1 thru Page 4 in their entirety and replace with revised enclosed Pages.

SECTION 01 33 00 – SUBMITTAL PROCEDURES

Delete existing Attachment 1 SUBMITAL REGISTER Page 1 thru Page 5 in its entirety and replace with revised Pages.

SECTION 01 45 01.10 – USACE QUALITY CONTROL SYSTEM (QCS)

Delete existing Page 4 in its entirety and replace with revised enclosed Page.

SECTION 03 30 00 – CAST-IN-PLACE CONCRETE

(1) Delete existing Page 1 thru Page 3 and Page 26 thru Page 32 in their entirety and replace with revised enclosed Pages.

SECTION 31 00 00 – EARTHWORK

Delete existing Page 1 thru Page 14 in their entirety and replace with revised enclosed Pages.

SECTIONS DELETED

Delete existing listed Sections in their entirety:

01 14 00 - WORK RESTRICTIONS

01 22 00.00 10 - MEASUREMENT AND PAYMENT

02 83 13.00 20 - LEAD IN CONSTRUCTION

05 50 14 - STRUCTURAL METAL FABRICATION

09 97 13.27 - EXTERIOR COATING OF STEEL STRUCTURES

32 16 13 - CONCRETE SIDEWALKS AND CURBS AND GUTTERS

NOTE:

Text that is added or revised by this amendment is replaced in its entirety and underlined, printed in bold, yellow highlight 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 existing Sheets No. C-101, C-102, C-103, C-301, C-402, C-403, C-404, C-501, C-502, S-102, S-103, S-501 and S-502 in their entirety and replace with revised enclosed like-numbered Sheets.

(End of Summary of Changes)

Encls As stated

Tailrace Recreation Improvements W912HN-10-B-0001 Falls Lake, Wake County, NC

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00010 SOLICITATION CONTRACT FORM

00100 BIDDING SCHEDULE/INSTRUCTIONS TO BIDDERS

00600 REPRESENTATIONS & CERTIFICATIONS

00700 CONTRACT CLAUSES

00800 SPECIAL CONTRACT REQUIREMENTS

00 01 15 LIST OF DRAWINGS

DIVISION 01 - GENERAL REQUIREMENTS

01 10 00.10 38 SUPPLEMENTARY SPECIAL CONTRACT REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 14 00 WORK RESTRICTIONS - DELETED

01 20 00.00 20 PRICE AND PAYMENT PROCEDURES

01 22 00.00 10 MEASUREMENT AND PAYMENT - DELETED

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 32 01.00 10 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 35 40.00 20 ENVIRONMENTAL MANAGEMENT

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 01.10 USACE QUALITY CONTROL SYSTEM (QCS)

01 45 01 USACE QUALITY CONTROL

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 20.00 10 ENVIRONMENTAL PROTECTION

01 57 23 TEMPORARY STORM WATER POLLUTION CONTROL

01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 75 00 STARTING AND ADJUSTING

01 78 00 CLOSEOUT SUBMITTALS

DIVISION 02 - EXISTING CONDITIONS

02 83 13.00 20 LEAD IN CONSTRUCTION

DIVISION 03 - CONCRETE

03 30 00 CAST-IN-PLACE CONCRETE

DIVISION 05 - METALS

05 50 14 STRUCTURAL METAL FABRICATIONS

DIVISION 09 - FINISHES

09 97 13.27 EXTERIOR COATING OF STEEL STRUCTURES

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

31 11 00 CLEARING AND GRUBBING

PROJECT TABLE OF CONTENTS Page 1 (Revised by Amendment No. 0002)

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DIVISION 32 - EXTERIOR IMPROVEMENTS

32 01 16.17 COLD MILLING OF BITUMINOUS PAVEMENTS

32 01 17.16 SEALING OF CRACKS IN BITUMINOUS PAVEMENTS

32 12 10 BITUMINOUS TACK AND PRIME COATS

32 12 17 HOT MIX BITUMINOUS PAVEMENT

32 12 21 BITUMINOUS ROAD-MIX SURFACE COURSE

32 16 13 CONCRETE SIDEWALKS AND CURBS AND GUTTERS

32 17 24.00 10 PAVEMENT MARKINGS

32 92 19 SEEDING

DIVISION 33 - UTILITIES

33 40 00 STORM DRAINAGE UTILITIES

APPENDICES

A REQUIRED FORMS

B GEOTECHNICAL REPORT

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 2 (Revised by Amendment No. 0002)

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SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 10 00.10 38

SUPPLEMENTARY SPECIAL CONTRACT REQUIREMENTS

PART 1 GENERAL

1.1 AMERICAN RECOVERY AND REINVESTMENT ACT (ARRA) EMBLEM

1.2 ORDER OF WORK

1.3 REFERENCES

1.4 SUBMITTALS

1.5 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

1.6 PERFORMANCE AND PAYMENT BONDS

1.7 WATER CONSERVATION

1.8 BULLETIN BOARD

1.9 RETAINAGE FOR UNTIMELY SUBMISSION OF SUBCONTRACTING REPORTS

1.10 SHOP DRAWINGS AND MATERIALS SUBMITTAL

1.11 SAMPLING, CERTIFICATES, AND TESTING

1.12 CERTIFICATES OF COMPLIANCE

1.13 MINIMUM INSURANCE REQUIREMENTS

1.14 REQUIRED CONSTRUCTION MEETINGS

1.15 "AS-BUILT" RECORD DRAWINGS

1.16 WORK IN QUARANTINED AREA

1.17 FINAL AND CONDITIONAL ACCEPTANCE OF GRASSING

1.18 NCDOT SPECIFICATIONS

1.19 DEFINITIONS FOR NCDOT SPECIFICATIONS

1.20 PUBLIC CONVENIENCE AND SAFETY

1.21 MAINTENANCE DURING CONSTRUCTION

1.22 PARTNERING

1.23 LOAD RESTRICTIONS

1.24 BARRICADES, DANGER, WARNING, AND DETOUR SIGNS

1.25 PROTECTION OF EXISTING FACILITIES

1.26 COORDINATION WITH OTHER CONTRACTORS

1.27 CONTRACT DRAWINGS AND SPECIFICATIONS

1.28 RATES OF WAGES

PART 2 PRODUCTS

PART 3 EXECUTION

ATTACHMENTS:

Attachment 1 - Guidelines for Emblem and Logo Applications

-- End of Section Table of Contents --

SECTION 01 10 00.10 38 Page 1 (Revised by Amendment No. 0002) located by dimensions along the utility run from a reference point. The average depth below the surface of each run shall also be recorded.

(2) Any shop drawings which constitute part of the design shall be included with the record drawings.

(3) The manufacturer and model number of all major items of equipment shall be shown on the record drawings.

(4) Upon completion of all construction, the Contractor will delete by notation all references to features not constructed.

(b) These annotated prints shall be certified as to their correctness by the signature of the Contractor and turned over to the Contracting Officer not later than ten (10) days after final acceptance of the work by the Government. Marked up prints shall be reviewed for approval by the Contracting Officer and returned for corrections as necessary.

(End of Clause)

1.16 WORK IN QUARANTINED AREA

USACE and the U.S. Department of Agriculture (USDA) have a compliance agreement requiring measures to prevent the spread of certain plant pests that may be present in the soil (USACE ER 1110-1-5). Major portions of all southeastern states are in a quarantine area for such pests, including the imported fire ant. In addition, adjacent states to the north have introduced infestations resulting from movement of soil from infested southeastern states. The Contractor shall thoroughly clean all construction equipment and tools at the previous job site in a manner that ensures that these implements are free from residual soil, egg deposits from plant pests, noxious weeds, and plant seeds. Equipment shall be cleaned using water under pressure, and hand tools shall be thoroughly cleaned by brushing or other means to remove all soil. In addition, all construction equipment and hand tools used for this USACE contract shall be thoroughly cleaned by the Contractor before they are removed from this job site. The Contractor shall consult with the USDA jurisdictional office for additional cleaning requirements that may be necessary.

(End of Clause)

1.17 FINAL AND CONDITIONAL ACCEPTANCE OF GRASSING

When, upon completion of the final construction inspection, the work is found to comply fully with contract plans, specifications, change orders, and modifications, the Contracting Officer will give final acceptance, provided a satisfactory stand of grass has been obtained. If, due to the season, satisfactory life and growth of grass cannot be determined when all work is completed, the Contracting Officer shall give the Contractor written notice of conditional acceptance. This notice of conditional acceptance will relieve the Contractor of further construction or maintenance work except as noted until the next growing season, at which time he will be required to produce a living and satisfactory stand of grass and apply water and/or fertilizer as required by the Contracting Officer to produce a grass cover in full compliance with the intent of these specifications. The Contractor shall maintain adequate erosion control measures during periods of conditional acceptance of grassing.

SECTION 01 10 00.10 38 Page 9

(End of Clause)

1.18 NCDOT SPECIFICATIONS

The North Carolina Department of Transportation (NCDOT) "Standard Specifications for Roads and Structures English," 2006, (hereinafter referred to as the Standard Specifications) applies to this work when so referenced.

(End of Clause)

1.19 DEFINITIONS FOR NCDOT SPECIFICATIONS

Wherever in the North Carolina Department of Transportation "Standard Specifications for Roads and Structures" or on the drawings the following terms are used, the intent shall be as indicated below unless otherwise modified within the specifications:

State - - - - - - - - - - - - - - - - - U. S. Government Department or Department of Transportation - - - - - - - - - - - Corps of Engineers Engineer or Chief Engineer- - - - - - - Contracting Officer, Corps of Engineers Materials and Test Unit - - - - - - - - Corps of Engineers Division of Highways- - - - - - - - - - Corps of Engineers Board or Board of Transportation- - - - Corps of Engineers

Where NCDOT materials and test unit requirements are referenced in these specifications, they shall be taken as such and not Corps of Engineers Standards unless otherwise stated.

(End of Clause)

1.20 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)

1.21 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

SECTION 01 10 00.10 38 Page 10

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)

1.22 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)

1.23 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)

1.24 BARRICADES, DANGER, WARNING, AND DETOUR SIGNS

The Contractor shall provide, erect, and maintain all necessary traffic control devices in substantial conformance to Part 6 of the 2003 "Manual on Uniform Traffic Control Devices for Streets and Highways" with Revisions 1 and 2 as published by the U.S. Department of Transportation, Federal

SECTION 01 10 00.10 38 Page 11

Highway Administration, and available on the internet at:

http://mutcd.fhwa.dot.gov. 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 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)

1.25 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)

1.26 COORDINATION WITH OTHER CONTRACTORS

Other Contractors may be working in the vicinity during the time period of this contract. The Contractor shall coordinate the contract operations

SECTION 01 10 00.10 38 Page 12 with other Contractors in the area as needed to avoid conflicts and delays.

(End of Clause)

1.27 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. For list of drawings see Section 00 01 15 LIST OF DRAWINGS.

(End of Clause)

SECTION 01 10 00.10 38 Page 13

1.28 RATES OF WAGES

General Decision Number: NC100009 03/12/2010 NC9

Superseded General Decision Number: NC20080009

State: North Carolina

Construction Type: Heavy

Counties: North Carolina Statewide.

SEWER AND WATER CONSTRUCTION PROJECTS, AND HEAVY CONSTRUCTION

PROJECTS (does not include dam construction projects)

Modification Number Publication Date 0 03/12/2010

SUNC1990-012 02/12/1990

Rates Fringes

Bricklayer.....................$ 7.25

Carpenter......................$ 7.25

Cement mason...................$ 7.25

Electrician....................$ 8.56

Ironworker.....................$ 8.20

Laborers:

_Air drill operator.........$ 7.25 _Asphalt raker..............$ 7.25 _General....................$ 7.25 _Pipelayer..................$ 7.25

Millwright.....................$ 7.25

Painter........................$ 7.25

Plumber/pipefitter .................................$ 7.42

Power equipment operators:

_Asphalt distributor........$ 7.25 _Asphalt finisher...........$ 7.25 _Asphalt paver..............$ 7.25 _Asphalt screed.............$ 7.25 _Backhoe....................$ 7.25 _Boring machine.............$ 7.25 _Bulldozer..................$ 7.25 _Crane......................$ 7.60 _Dragline...................$ 7.25 _Drill......................$ 7.25 _Loader.....................$ 7.25 _Mechanic...................$ 7.25

SECTION 01 10 00.10 38 Page 14

_Motor grader...............$ 7.25 _Roller.....................$ 7.25 _Scraper-pan................$ 7.25 _Tractor....................$ 7.25 _Trenching..................$ 7.25 _Well driller...............$ 7.25

Truck driver...................$ 7.25

Boilermakers:

_All other work.............$ 16.20 4.105 _Storage tank erection/repair..........$ 12.96 4.105

Fence Installers.................$ 7.25

MANHOLE BUILDER..................$ 7.25

TV & Grouting Technicians........$ 9.21

WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental.

Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (ii)).

In the listing above, the "SU" designation means that rates listed under the identifier do not reflect collectively bargained wage and fringe benefit rates. Other designations indicate unions whose rates have been determined to be prevailing.

WAGE DETERMINATION APPEALS PROCESS

1.) Has there been an initial decision in the matter? This can be:

* an existing published wage determination

* a survey underlying a wage determination

* a Wage and Hour Division letter setting forth a position on a wage determination matter

* a conformance (additional classification and rate) ruling

On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the Davis-Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.)

and 3.) should be followed.

SECTION 01 10 00.10 38 Page 15

With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to:

Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to:

Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue.

3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to:

Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

4.) All decisions by the Administrative Review Board are final.

END OF GENERAL DECISION

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

-- End of Section --

SECTION 01 10 00.10 38 Page 16

Attachment 2

NCDENR Permit

(ADDED by Amendment No. 0002)

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

The work includes culvert, stream, drainage improvements, and pavement improvements and incidental related work. Sediment and erosion control measures shall be included for all land-disturbing activities.

1.1.2 Location

The work shall be located at the Falls Tailrace Recreation Area in Falls Lake, Wake County, North Carolina property of the United States Army Corps of Engineers (USACE). The exact location will be as shown on the plans.

1.2 OCCUPANCY OF PREMISES

Building(s) will be occupied during performance of work under this Contract. Occupancy notifications will be posted in a prominent location in the work area.

Before work is started, the Contractor shall arrange with the Contracting Officer a sequence of procedure, means of access, space for storage of materials and equipment, and use of approaches, corridors, and stairways.

1.3 EXISTING WORK

In addition to "FAR 52.236-9, Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements":

a. Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remain.

b. Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work shall be in a condition equal to or better than that which existed before new work started.

1.4 LOCATION OF UNDERGROUND FACILITIES

Obtain digging permits prior to start of excavation. Scan the construction site with electromagnetic or sonic equipment, and mark the surface of the ground, pier deck or paved surface where existing underground utilities or utilities encased in pier structures are discovered. Verify the elevations of existing piping, utilities,and any type of underground or encased obstruction not indicated to be specified or removed but indicated or discovered during scanning in locations to be traversed by piping, ducts, and other work to be conducted or installed. Verify elevations before installing new work closer than nearest manhole or other structure at which

SECTION 01 11 00 Page 2

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

PART 1 GENERAL

1.1 SUBMITTALS

1.2 VIEW LOCATION MAP

1.3 PROGRESS AND COMPLETION PICTURES

1.4 MINIMUM INSURANCE REQUIREMENTS

1.5 CONTRACTOR PERSONNEL REQUIREMENTS

1.5.1 Subcontractors and Personnel

1.5.2 Identification Badges

1.5.3 Contractor Personnel Requirements

1.6 SUPERVISION

1.7 AVAILABILITY OF CADD DRAWING FILES

1.8 ELECTRONIC MAIL (E-MAIL) ADDRESS

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION 01 30 00 Page 1

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

PART 1 GENERAL

1.1 SUBMITTALS

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

submittals not having a "G" designation are for Contractor Quality Control approval. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government.

The following shall be submitted in accordance with Section 01 33 00

SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

List of contact personnel; G

View location map; G

Progress and completion pictures; G

1.2 VIEW LOCATION MAP

Submit to the Contracting Officer, prior to or with the first digital photograph submittals, a sketch or drawing indicating the required photographic locations. Update as required if the locations are moved.

1.3 PROGRESS AND COMPLETION PICTURES

Photographically document site conditions prior to start of construction operations. Provide monthly, and within one month of the completion of work, digital photographs, 1600x1200x24 bit true color 6 megapixel minimum resolution in JPEG file format showing the sequence and progress of work.

Take a minimum of 20 digital photographs each week throughout the entire project from a minimum of ten views from points located by the Contracting Officer. Submit a view location sketch indicating points of view. Submit with the monthly invoicetwo sets of digital photographs each set on a separate CD-R, cumulative of all photos to date. Indicate photographs demonstrating environmental procedures. Photographs for each month shall be in a separate monthly directory and each file shall be named to indicate its location on the view location sketch. The view location sketch shall also be provided on the CD as digital file. All file names shall include a date designator. Cross reference submittals in the appropriate daily report. Photographs shall be provided for unrestricted use by the Government.

1.4 MINIMUM INSURANCE REQUIREMENTS

Procure and maintain during the entire period of performance under this contract the following minimum insurance coverage:

a. Comprehensive general liability: $500,000 per occurrence

b. Automobile liability: $200,000 per person, $500,000 per

SECTION 01 30 00 Page 2 occurrence for bodily injury, $20,000 per occurrence for property damage

c. Workmen's compensation as required by Federal and State workers' compensation and occupational disease laws.

d. Employer's liability coverage of $100,000, except in States where workers compensation may not be written by private carriers,

e. Others as required by the United States Army Corp of Engineers.

1.5 CONTRACTOR PERSONNEL REQUIREMENTS

1.5.1 Subcontractors and Personnel

Furnish a list of contact personnel of the Contractor and subcontractors including addresses and telephone numbers for use in the event of an emergency. As changes occur and additional information becomes available, correct and change the information contained in previous lists.

1.5.2 Identification Badges

Identification badges, if required, will be furnished without charge.

Application for and use of badges will be as directed. Immediately report instances of lost or stolen badges to the Contracting Officer.

1.5.3 Contractor Personnel Requirements

Failure to obtain entry approval will not affect the contract price or time of completion.

1.6 SUPERVISION

Have at least one qualified supervisor capable of reading, writing, and conversing fluently in the English language on the job site during working hours. In addition, if a Quality Control (QC) representative is required on the contract, then that individual shall also have fluent English communication skills.

1.7 AVAILABILITY OF CADD DRAWING FILES

After award and upon request, the electronic "Computer-Aided Drafting and Design (CADD)" drawing files will only be made available to the Contractor for use in preparation of As Built Drawings and data related to the referenced contract subject to the following terms and conditions.

Data contained on these electronic files shall not be used for any purpose other than as a convenience in the preparation of As Built Drawings. Any other use or reuse shall be at the sole risk of the Contractor and without liability or legal exposure to the Government. The Contractor shall make no claim and waives to the fullest extent permitted by law, any claim or cause of action of any nature against the Government, its agents or sub consultants that may arise out of or in connection with the use of these electronic files. The Contractor shall, to the fullest extent permitted by law, indemnify and hold the Government harmless against all damages, liabilities or costs, including reasonable attorney's fees and defense costs, arising out of or resulting from the use of these electronic files.

These electronic CADD drawing files are not construction documents.

SECTION 01 30 00 Page 3

Differences may exist between the CADD files and the corresponding construction documents. The Government makes no representation regarding the accuracy or completeness of the electronic CADD files, nor does it make representation to the compatibility of these files with the Contractors hardware or software. In the event that a conflict arises between the signed and sealed construction documents prepared by the Government and the furnished CADD files, the signed and sealed construction documents shall govern. The Contractor is responsible for determining if any conflict exists. Use of these CADD files does not relieve the Contractor of duty to fully comply with the contract documents, including and without limitation, the need to check, confirm and coordinate the work of all contractors for the project.

If the Contractor uses, duplicates and/or modifies these electronic CADD files for use in producing As Built Drawings and data related to this contract, all previous indicia of ownership (seals, logos, signatures, initials and dates) shall be removed.

1.8 ELECTRONIC MAIL (E-MAIL) ADDRESS

The Contractor shall establish and maintain electronic mail (e-mail) capability along with the capability to open various electronic attachments in Microsoft, Adobe Acrobat, and other similar formats. Within 10 days after contract award, the Contractor shall provide the Contracting Officer a single (only one) e-mail address for electronic communications from the Contracting Officer related to this contract including, but not limited to contract documents, invoice information, request for proposals, and other correspondence. The Contracting Officer may also use email to notify the Contractor of base access conditions when emergency conditions warrant, such as hurricanes, terrorist threats, etc. Multiple email address will not allowed.

It is the Contractor's responsibility to make timely distribution of all Contracting Officer initiated e-mail with its own organization including field office(s). The Contractor shall promptly notify the Contracting Officer, in writing, of any changes to this email address.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 30 00 Page 4

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

Tailrace Recreation Improvements, Falls

W912HN-10-B-0001 NA

07 Jan 2010

SORT : SECTION & ITEMRANGE : ALL

SECTION - 01 10 00.10 38

1 01 10 00.10 38 1.14 List of Subcontractors PRECON SUBMTL FIO

2 01 10 00.10 38 1.4 Progress Chart PRECON SUBMTL GA

3 01 10 00.10 38 1.14 Quality Control Plan PRECON SUBMTL GA

4 01 10 00.10 38 1.14 Certificate of Insurance CERTIFICATES FIO

5 01 10 00.10 38 1.14 Completion of Corps CQC Course CERTIFICATES FIO

6 01 10 00.10 38 1.14 Letter Appointing Superintendent CERTIFICATES FIO

7 01 10 00.10 38 1.12 testing laboratory CERTIFICATES GA

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 1.5.1 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 1.5.1.2 Crane Operators PRECON SUBMTL GA

3 01 35 26 1.5.1.1 Site Safety and Health Officer (SSHO) PRECON SUBMTL GA

4 01 35 26 1.12 Reports TEST REPORTS FIO

5 01 35 26 1.12.1 Accident Reports TEST REPORTS FIO

6 01 35 26 1.12.3 Crane Reports TEST REPORTS FIO

7 01 35 26 1.2 Confined Space Entry Permit CERTIFICATES FIO

8 01 35 26 1.8 Hot work permit CERTIFICATES FIO

9 01 35 26 1.2 License Certificates CERTIFICATES FIO

10 01 35 26 1.6.1 Crane Critical Lift Plan CERTIFICATES GA

11 01 35 26 1.7 Activity Hazard Analysis (AHA) CERTIFICATES GA

12 01 35 26 1.12.4 Certificate of Compliance CERTIFICATES FIO

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

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

Tailrace Recreation Improvements, Falls

W912HN-10-B-0001 NA

07 Jan 2010

SORT : SECTION & ITEMRANGE : ALL

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 20.00 10 ENVIRONMENTAL PROTECTION

1 01 57 20.00 10 1.10.1 Preconstruction Survey PRECON SUBMTL GA

2 01 57 20.00 10 3.6 Solid Waste Management Plan and Permit PRECON SUBMTL GA

3 01 57 20.00 10 1.10.2 Regulatory Notifications PRECON SUBMTL GA

4 01 57 20.00 10 3.1 Environmental Management Plan PRECON SUBMTL GA

5 01 57 20.00 10 3.2.5.1 Storm Water Pollution Prevention Plan PRECON SUBMTL GA

6 01 57 20.00 10 3.2.5.1 Storm Water Notice of Intent PRECON SUBMTL GA

7 01 57 20.00 10 3.16.1 Dirt and Dust Control Plan PRECON SUBMTL FIO

8 01 57 20.00 10 3.8 Contractor Hazardous Material Inventory PRECON SUBMTL GA

9 01 57 20.00 10 1.6.3 Environmental Protection Plan PRECON SUBMTL GA

10 01 57 20.00 10 3.7 Laboratory Analysis SHOP DRAWINGS FIO

11 01 57 20.00 10 1.5 Disposal Requirements SHOP DRAWINGS FIO

12 01 57 20.00 10 1.5 Erosion and Sediment Control Inspection SHOP DRAWINGS FIO

13 01 57 20.00 10 3.2.5 Storm Water Inspection Reports for Gener SHOP DRAWINGS FIO

14 01 57 20.00 10 1.10.5 Contractor 40 CFR employee trng record SHOP DRAWINGS FIO

15 01 57 20.00 10 3.6.1 Solid Waste Management Report SHOP DRAWINGS GA

16 01 57 20.00 10 3.2.5.2 Storm Water Pollution Prevention Plan co PRODUCT DATA GA

17 01 57 20.00 10 3.7 Waste Determination Documentation PRODUCT DATA FIO

18 01 57 20.00 10 3.8.1 Disposal Documentation for Hazardous and PRODUCT DATA FIO

19 01 57 20.00 10 1.10.5 Contractor 40 CFR Employee Training Reco PRODUCT DATA FIO

20 01 57 20.00 10 3.6 Solid Waste Management Permit PRODUCT DATA FIO

21 01 57 20.00 10 3.6.1 Solid Waste Management Report PRODUCT DATA FIO

22 01 57 20.00 10 3.8 Contractor Hazardous Material Inventory PRODUCT DATA FIO

23 01 57 20.00 10 3.15.1 Hazardous Waste/Debris Management PRODUCT DATA FIO

24 01 57 20.00 10 1.10.2 Regulatory Notifications PRODUCT DATA 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 1.2.2 Drawings SHOP DRAWINGS GA

5 01 75 00 1.2.2 Drawings SHOP DRAWINGS GA

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

Tailrace Recreation Improvements, Falls

W912HN-10-B-0001 NA

07 Jan 2010

SORT : SECTION & ITEMRANGE : ALL

6 01 75 00 1.2.3 Design Calculations PRODUCT DATA GA

7 01 75 00 1.2.4 Factory Tests SAMPLES GA

8 01 75 00 1.2 Functional Field Test SAMPLES GA

9 01 75 00 1.2.4.1 Final Acceptance Test SAMPLES GA

10 01 75 00 1.2.4.2 Test Procedures SAMPLES GA

11 01 75 00 1.2.1 Qualification of Manufacturer DESIGN DATA GA

12 01 75 00 1.2.1 Qualification of Installer DESIGN DATA GA

13 01 75 00 1.2.1 Qualification of Installer DESIGN DATA GA

14 01 75 00 1.2.1 Manufacturer's Administrative Requiremen MFRS INSTR GA

15 01 75 00 1.2 Testing and Verification Actions MFRS FLD REPT GA

SECTION - 02 83 13.00 20 LEAD IN CONSTRUCTION

1 02 83 13.00 20 1.5.2.3 Occupational and Environmental Assessmen PRECON SUBMTL GA

2 02 83 13.00 20 1.5.2.2 Lead Compliance Plan PRECON SUBMTL GA

3 02 83 13.00 20 1.5.1.1 Competent Person PRECON SUBMTL GA

4 02 83 13.00 20 1.5.1.2 Training Certification PRECON SUBMTL GA

5 02 83 13.00 20 1.5.2.8 lead waste management plan PRECON SUBMTL GA

6 02 83 13.00 20 3.5.2.1 written evidence PRECON SUBMTL GA

7 02 83 13.00 20 1.5.2.4 Medical Examinations PRECON SUBMTL GA

8 02 83 13.00 20 1.5.2.3 sampling results TEST REPORTS FIO

9 02 83 13.00 20 1.5.2.3 Occupational and Environmental Assessmen TEST REPORTS GA

10 02 83 13.00 20 1.5.1.3 Testing laboratory CERTIFICATES GA

11 02 83 13.00 20 3.5.1.1 Clearance Certification CERTIFICATES GA

12 02 83 13.00 20 3.5.2.1 hazardous waste manifest CLOSEOUT SUBMTL GA

13 02 83 13.00 20 3.5.2.1 turn-in documents or weight tickets CLOSEOUT SUBMTL GA

SECTION - 03 30 00 CAST-IN-PLACE CONCRETE

1 03 30 00 1.3 Fabrication Drawings SHOP DRAWINGS FIO

2 03 30 00 1.6.1.1 Reinforcing steel SHOP DRAWINGS GA

3 03 30 00 2.3.3 Concrete Curing Materials PRODUCT DATA FIO

4 03 30 00 2.5 Reinforcement PRODUCT DATA FIO

5 03 30 00 1.3 Reinforcement Materials PRODUCT DATA FIO

6 03 30 00 2.3.1 mix design DESIGN DATA GA

7 03 30 00 1.3 Calculations DESIGN DATA FIO

8 03 30 00 1.6.2.1 Concrete mix design TEST REPORTS GA

9 03 30 00 3.11.2.4 Air Content TEST REPORTS FIO

10 03 30 00 2.6.3 Slump TEST REPORTS FIO

K7EPEOAF

NOT IN CONTRACT

NOT IN CONTRACT

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

Tailrace Recreation Improvements, Falls

W912HN-10-B-0001 NA

07 Jan 2010

SORT : SECTION & ITEMRANGE : ALL

11 03 30 00 2.6.1 Air Entrainment TEST REPORTS FIO

SECTION - 05 50 14 STRUCTURAL METAL FABRICATIONS

1 05 50 14 1.3.2 Detail Drawings SHOP DRAWINGS GA

2 05 50 14 2.1.1 Materials List PRODUCT DATA FIO

3 05 50 14 2.3 Tests, Inspections, and Verifications TEST REPORTS FIO

4 05 50 14 1.3.1 Qualification of Welders and Welding Ope CERTIFICATES FIO

SECTION - 09 97 13.27 EXTERIOR COATING OF STEEL STRUCTURES

1 09 97 13.27 1.4.4.1 Containment System DESIGN DATA FIO

2 09 97 13.27 1.4.5.1 Coatings Qualification Test Reports TEST REPORTS FIO

3 09 97 13.27 3.1.3 Coating Sample Test Reports TEST REPORTS FIO

4 09 97 13.27 3.1.4 Abrasive Sample Test Reports TEST REPORTS FIO

5 09 97 13.27 3.7.2.2 Inspection Report Forms TEST REPORTS FIO

6 09 97 13.27 3.7.2.3 Daily Inspection Reports TEST REPORTS FIO

7 09 97 13.27 1.4.6.2 Coating Materials CERTIFICATES FIO

8 09 97 13.27 1.4.6.3 Coating System Component Compatibility CERTIFICATES FIO

9 09 97 13.27 1.5.1 Coating System Instructions MFRS INSTR FIO

10 09 97 13.27 3.4.6 Disposal of Used Abrasive CLOSEOUT SUBMTL FIO

SECTION - 31 00 00 EARTHWORK

1 31 00 00 3.4 Shoring PRECON SUBMTL GA

2 31 00 00 1.3.2 Dewatering Work Plan PRECON SUBMTL GA

3 31 00 00 3.14 Testing SHOP DRAWINGS FIO

SECTION - 32 01 17.16 SEALING OF CRACKS IN BITUMINOUS PAVEMENTS

1 32 01 17.16 3.3 Installation of Sealant PRODUCT DATA FIO

2 32 01 17.16 1.3 Materials SAMPLES GA

3 32 01 17.16 1.4 Test Requirements TEST REPORTS FIO

SECTION - 32 12 17 HOT MIX BITUMINOUS PAVEMENT

1 32 12 17 1.3.2 Job-mix formula DESIGN DATA FIO

2 32 12 17 2.2 ASPHALT CEMENT BINDER DESIGN DATA FIO

3 32 12 17 2.3 MIX DESIGN DESIGN DATA FIO

4 32 12 17 2.4.1 Specific gravity test of asphalt TEST REPORTS FIO

5 32 12 17 2.4.1 Coarse aggregate tests TEST REPORTS FIO

6 32 12 17 2.4.1 Weight of slag test TEST REPORTS FIO

7 32 12 17 2.4.1 Percent of crushed pieces in gravel TEST REPORTS FIO

8 32 12 17 2.4.1 Fine aggregate tests TEST REPORTS FIO

9 32 12 17 2.4.1 Specific gravity of mineral filler TEST REPORTS FIO

K7EPEOAF

NOT IN CONTRACT

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

Tailrace Recreation Improvements, Falls

W912HN-10-B-0001 NA

07 Jan 2010

SORT : SECTION & ITEMRANGE : ALL

10 32 12 17 2.4.1 Bituminous mixture tests TEST REPORTS FIO

11 32 12 17 3.5.2.1 Aggregates tests TEST REPORTS FIO

12 32 12 17 3.5.2.2 Bituminous mix tests TEST REPORTS FIO

13 32 12 17 3.5.2.3 Pavement courses TEST REPORTS FIO

SECTION - 32 12 21 BITUMINOUS ROAD-MIX SURFACE COURSE

1 32 12 21 1.3 Waybills and Delivery Tickets PRODUCT DATA FIO

2 32 12 21 3.11.1 Tests TEST REPORTS FIO

SECTION - 32 16 13…