W911WN-16-B-0001-0001.pdf

PDF 636 KB Posted

Attached to
Sawcutting for new maintenance bulkhead recesses at Montgomery Locks and Dam
Solicitation number
W911WN16B0001
Issued by

About this file

Amendment 0001

View the file

Other files

File Type Posted
BidResultsfor16B0001.docx DOCX document
W911WN-16-B-0001-0002.pdf PDF
PLANS.pdf PDF
Technical_Specifications.pdf PDF
W911WN-16-B-0001.pdf PDF

On GovTribe

Work with this file

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file

Text version

W81ET452798575

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

RE: Saw cutting for new maintenance bulkhead recesses at Montgomery Locks and Dam.

This amendment is issued to add the date for questions to be submitted under 00100-11, update w age determination dated 11/20/2015, include the pre-bid conference attendees list, revise draw ing sheet number G-0110 and add new draw ing sheet number V-1132.

See Summary of Changes for details.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 9

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

16C. DATE SIGNED

BY 27-Nov-2015

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 W911WN-16-B-0001

X 9B. DATED (SEE ITEM 11)

13-Nov-2015

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 1 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

27-Nov-2015

CODE

U.S. ARMY ENGINEER DISTRICT, PITTSBURGH

ATTN CELRP-RC-P

W S MOORHEAD FEDERAL BUILDING

1000 LIBERTY AVENUE ROOM 2203

PITTSBURGH PA 15222-4186

W911WN 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W911WN-16-B-0001

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION 00100 - BIDDING SCHEDULE/INSTRUCTIONS TO BIDDERS

The following have been modified:

ADDENDUM TO SECTION 00100

00100-1 POINT OF CONTACT

Inquiries may be made by writing this office, or by calling (collect calls not accepted), the following individuals:

Kristen Hoesch 412-395-7375 for Technical Information

Michelle L. Anderson 412-395-7417 for Contracting Questions

Email: michelle.l.anderson@usace.army.mil

Requests for hardcopies of the specifications will not be honored by telephone. Vendors must register at http://www.fbo.gov/. This site is also used for obtaining bid results and award information.

00100-2 AMENDMENTS PRIOR TO DATE SET FOR OPENING BIDS

The right is reserved as the interest of the Government may require, to revise or amend the specifications or drawings or both prior to the date set for opening bids. Such revisions and amendments, if any, will be announced by an amendment or amendments to this Invitation for Bids. If the revisions and amendments are of a nature which require material changes in the quantities or prices bid or both, the date set for opening bids may be postponed by such number of days as in the opinion of the Issuing Office will enable bidders to revise their bids. In such cases, the amendment will include an announcement of the new date for opening bids.

00100-3 POSTPONEMENT OF BID OPENINGS

a. Bid openings may be postponed up to or even after the time scheduled for bid opening under the following circumstances:

(i) when the Contracting Officer has reason to believe that the bids of an important segment of bidders have been delayed in the mails for causes beyond their control and without their fault or negligence (such as, but not limited to, flood, fire, accident, weather conditions or strikes); or

(ii) when emergency or unanticipated events interrupt normal Government processes so that the conduct of bid openings as scheduled is impracticable.

b. At the time a determination is made to postpone a bid opening under a(i) above, an announcement of the determination shall be publicly posted and, if practicable before issuance of formal amendment of the invitation, otherwise communicated to prospective bidders likely to attend the scheduled bid opening.

c. In the case of a(ii) above, when urgent Government requirements preclude amendment of the solicitation, the time specified for opening of bids will be deemed to be extended to the same time of day specified in the solicitation on the first work day on which normal Government processes resume. In such case, the time of actual bid opening shall be deemed to be the time set for bid opening for the purpose of determining "late bids" under FAR 14-304.

00100-4 BID BOND REQUIREMENTS

Each bidder shall submit with his bid, a Bid Bond (Std. Form 24) with good and sufficient surety or sureties acceptable to the Government in the penal sum of twenty percent (20%) of the bid price or $3,000,000.00 whichever is lesser. In order to be considered an acceptable surety, a corporate surety must appear on the list contained in the Department of Treasury Circular 570, "Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and Acceptable Reinsuring Companies". The bid bond penalty may be expressed in terms of a percentage of the bid price or may be expressed in dollars and cents. A valid Power of Attorney for an individual acting as agent for surety shall accompany the bond.

FAILURE TO FURNISH A BID BOND OR A VALID POWER OF ATTORNEY, AS

SPECIFIED, WITH BID MAY RESULT IN REJECTION OF BID FOR NON-COMPLIANCE.

00100-5 CERTIFIED OR CASHIER'S CHECKS, BANK DRAFTS, MONEY ORDERS

OR CURRENCY

When a certified or cashier's check, bank draft, money order, or currency is furnished in lieu of furnishing a surety or sureties on a bond, the regular form of bond must be utilized and signed by the bidder. In the space provided for the insertion of the surety a statement shall be made substantially as follows:

“In lieu of surety (Insert here a description of the negotiable instrument or currency. Description to include where appropriate, date and number of negotiable instrument, bank on which drawn and amount) was furnished. The (check, sum, etc.) was deposited with the Finance and Accounting Officer, Corps of Engineers, Department of the Army, (insert address).”

00100-6 AWARD

Award will be made as a whole to one bidder.

00100-7 ESTIMATED COST OF THE WORK

The estimated cost of the proposed work is between $1,000,000 and $5,000,000

00100-8 LOCATION AND DESCRIPTION OF WORK

Location. The work is located The work is located at Montgomery L/D, Ohio River, 100 Montgomery Dam Road, Monaca, PA 15061-2221 in Beaver County, PA

Description of Work. The work consists of furnishing all equipment, labor, layout of work, and supervision to saw cut and drill concrete of the monoliths in the 110-FT Chamber to support the future installation of Maintenance Bulkhead Slots. This work includes saw cutting of concrete and embedded items to the extent shown in the plans. The saw cuts will be from the top of the monolith to the elevation shown on the drawings. Portions of this work will occur underwater.

00100-9 SCOPE OF EMPLOYMENT OF PROFESSIONAL REGISTRANTS

This project was designed by the Pittsburgh District of the U. S. Army Corps of Engineers.

The initials or signatures and registration designations of individuals appear on these project documents within the scope of their employment as required by ER 1110-1-8152.

00100-10 ACCESS TO SITE

The site of the work may be reached from state highways and local roads and streets, and the inland waterway system, as indicated on the drawings.

00100-11 SUBMISSION OF QUESTIONS

All questions must be submitted in writing and shall be emailed to:

LRP.CONTRACTING@USACE.ARMY.MIL or faxed to 412-395-7110 with the SUBJECT identified as “W911WN-16-B-0001 – QUESTION” by December 2, 2015. Any questions received after the above date will be answered at the discretion of the Contracting Officer.

00100-12 MINIMUM RATES

The wage rates specified in these specifications represent the minimum rates to be paid on the work and are not intended to represent the actual rates that the Contractor may have to pay.

The Government does not guarantee that a sufficient supply of qualified labor can be obtained at the minimum rates specified.

SECTION 00800 - SPECIAL CONTRACT REQUIREMENTS

The following have been modified:

ADDENDUM TO SECTION 00800

00800-1 WAGE RATES

The following schedule of wage rates contain rates applicable to all work under the contract:

General Decision Number: PA150004 11/20/2015 PA4 Superseded General Decision Number: PA20140004 State: Pennsylvania Construction Types: Heavy and Highway Counties: Allegheny, Armstrong, Beaver, Bedford, Blair, Butler, Cambria, Cameron, Centre, Clarion, Clearfield, Clinton, Crawford, Elk, Erie, Fayette, Forest, Franklin, Fulton, Greene, Huntingdon, Indiana, Jefferson, Lawrence, McKean, Mercer, Mifflin, Potter, Somerset, Venango, Warren, Washington and Westmoreland Counties in Pennsylvania.

http://www.wdol.gov/wdol/scafiles/davisbacon/PA4.dvb?v=13

00800-2 PAYMENT FOR PERFORMANCE AND PAYMENT BONDS

a. In order to ensure that sufficient funds have been set-aside for payment of performance and payment bond premiums, bidders shall insert in Bid Item No. 0001, an appropriate not-to-exceed dollar amount. Failure of bidders to insert a not-to-exceed dollar amount in Bid Item No. 0001 will cause the bid to be rejected as non-responsive.

b. The Contractor shall be reimbursed the actual bond costs only, as established by evidence of full payment to the surety, up to the dollar amount set forth in Bid Item No. 0001.

In no case will the Contractor be reimbursed an amount which exceeds the dollar amount set forth in Bid Item No. 0001.

c. The Government will reimburse only the Prime Contractor for actual paid bond premiums. The Government will not reimburse any subcontractor's paid bond premiums.

00800-3 REQUIRED INSURANCE

a. The Contractor shall procure and maintain during the entire period of his performance under this contract, the following minimum insurance. (See also the clause of the contract entitled "Insurance - Work on a Government Installation").

Type

Bodily Injury Amount Property Damage

Comprehensive General Liability

$500,000 Per Occurrence $100,000

Automobile Liability $200,000 Each Person ‐‐

$500,000 Per Occurrence $20,000

Workmen’s Compensation and Employer’s Liability

$100,000

b. The Contracting Officer will notify the Contractor of any noncompliance with the foregoing provisions. The Contractor shall, after receipt of such notice, immediately comply.

Such notice, when delivered to the Contractor or his representative at the site or mailed to the Contractor's address, will be deemed sufficient for the purpose. If the Contractor fails or refuses to comply promptly, the Contracting Officer may issue an order stopping all or part of the work until the Contractor complies. No part of the time lost due to any such stop orders shall be made the subject of a claim for extension of time or for excess costs or damages by the Contractor.

Compliance with the provisions of this article by subcontractors will be the responsibility of the Contractor.

c. Longshoreman and Harbor Worker's Insurance MAY be required for this work. Please consult with your insurance carrier and applicable statutes (33 USC 901, et. seq.).

00800-4 SAFETY AND HEALTH REQUIREMENTS MANUAL

A copy of the current US Army Corps of Engineers Safety and Health Requirements Manual, EM 385-1-1 and its changes are available at http://www.usace.army.mil/CESO/pages/home.aspx.

The Contractor shall be responsible for complying with the current edition and all changes posted on the web as of the effective date of this solicitation.

00800-5 WORK UNDER OTHER CONTRACTS

Attention is directed to the fact that other Contractors may be employed by the Government or by local interests at or in the vicinity of the work covered by these specifications. All Contractors shall have equal rights to the use of all roads and grounds so far as practicable and this Contractor shall cooperate with other Contractors so that the work may be performed with the maximum efficiency. Should a disagreement occur between Contractors as to the use of facilities or in other matters, the decision of the Contracting Officer shall govern. (See also Section 00700 CONTRACT CLAUSES 52.236-8 “OTHER CONTRACTS” and Section 01 35

00.00 08 paragraph WORK UNDER OTHER CONTRACTS).

00800-6 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

a. This provision specifies the procedure for the determination of time extensions for unusually severe weather in accordance with the clause entitled "Default (Fixed-Price Construction)". In order for the Contracting Officer to award a time extension under this clause, the following conditions must be satisfied.

(1) The weather experienced at the project site during the contract period must be found to be unusually severe; that is, more severe than the adverse weather anticipated for the project location during any given month.

(2) The unusually severe weather must actually cause a delay to the completion of the project. This delay must be beyond the control and without the fault or negligence of the Contractor.

b. The following schedule of monthly anticipated adverse weather delays is based on National Oceanic and Atmospheric Administration (NOAA) or similar data for the project location and will constitute the base line for monthly weather time evaluations. The Contractor's progress schedule must reflect these anticipated adverse weather delays in all weather dependent activities.

MONTHLY ANTICIPATED ADVERSE WEATHER DELAY

WORK DAYS BASED ON (5) DAY WORK WEEK

JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC

11 8 6 5 6 6 5 4 4 4 5 8

c. Upon acknowledgment of the Notice to Proceed (NTP) and continuing throughout the contract, the Contractor will record on the daily CQC report, the occurrence of adverse weather and resultant impact to normally scheduled work. Actual adverse weather delay days must prevent work on critical activities for 50 percent or more on the Contractor's scheduled work day. The number of actual adverse weather delay days shall include days impacted by actual adverse weather (even if adverse weather occurred in previous month), be calculated chronologically from the first to the last day of each month, and be recorded as full days. If the number of actual adverse weather delay days exceeds the number of days anticipated in paragraph b. above, the Contracting Officer will convert any qualifying delays to work days, giving full consideration for equivalent fair weather work days, and issue a modification in accordance with the clause entitled, "Default (Fixed-Price Construction)".

d. The anticipated adverse weather work days listed above are based on days with precipitation greater than 0.1 inch and/or maximum temperature below 32 degrees F. The numbers shown represent the number of work days (not calendar days) normally expected to have these particular weather conditions based on historical data obtained from the "Climatography of the United States No. 20". The actual number of days will vary. This information is furnished for computation of possible time extensions due to weather delays and is not intended to imply that no work can be done on these days. The Contractor shall make his own determination of the effect of these conditions on his operations under this contract, and schedule his work accordingly.

00800-7 WORK PERFORMED BY CONTRACTOR

Within ten (10) days after award of the contract, the successful bidder will be required to furnish a description of the work which he intends to perform with his own organization, the percentage of the total work this represents, and the estimated cost thereof.

00800-8 CONTRACTOR QUALITY CONTROL

Section 01 45 01, USACE QUALITY CONTROL, of this specification requires that the Contractor's Quality Control System Manager or person responsible for Contractor Quality Control complete the Corps of Engineers' "Construction Quality Management for Contractors" course not later than 90 days after receipt of the Notice to Proceed. The course consists of approximately 12 hours of classroom instruction and is offered periodically by the Pittsburgh District. For additional information on scheduling and location of the training, contact U.S.

Army Engineer District, Pittsburgh, John Pontus, Technical Support Branch, 1000 Liberty Ave, Pennsylvania 15062, telephone (724)684-7462. Certification of course completion is valid for 5 years. Completion of training offered by other Corps of Engineers Districts will be acceptable provided a valid certification is presented.

00800-9 COPYING, DISSEMINATION OR DISTRIBUTION OF INFORMATION.

Those who disseminate information contained on this CD-ROM or in the solicitations and/or drawings must ensure that the recipients have a legitimate need for the information and maintain a record of each recipient. Legitimate need means recognized business entities seeking to do business, or having business, with the Government as prime contractors, subcontractors or suppliers. You shall maintain a record of the following information on each recipient: Business name and address, DUNS Number and IRS Tax ID Number, and name and telephone number of person receiving the information.

00800-10 EQUIPMENT OWNDERSHIP AND OPERATING EXPENSE SCHEDULE

(a) This special contract requirement does not apply to terminations. See 52.249-5000, Basis for Settlement of Proposals, and FAR Part 49.

(b) Allowable cost for construction and marine plant and equipment in sound workable condition owned or controlled and furnished by a contractor or subcontractor at any tier shall be based on actual cost data for each piece of equipment or groups of similar serial and series for which the Government can determine both ownership and operating costs from the contractor's accounting records. When both ownership and operating costs cannot be determined for any piece of equipment or groups of similar serial or series equipment from the contractor's accounting records, costs for that equipment shall be based upon the applicable provisions of EP 1110-1-8, Construction Equipment Ownership and Operating Expense Schedule, Region I. Working conditions shall be considered to be average for determining equipment rates using the schedule unless specified otherwise by the contracting officer. For equipment not included in the schedule, rates for comparable pieces of equipment may be used or a rate may be developed using the formula provided in the schedule. For forward pricing, the schedule in effect at the time of negotiations shall apply. For retroactive pricing, the schedule in effect at the time the work was performed shall apply.

(c) Equipment rental costs are allowable, subject to the provisions of FAR 31.105(d)(ii) and FAR 31.205-36, Rental Costs. Rates for equipment rented from an organization under common control, lease-purchase arrangements, and sale-leaseback arrangements, will be determined using the schedule, except that actual rates will be used for equipment leased from an organization under common control that has an established practice of leasing the same or similar equipment to unaffiliated lessees.

(d) When actual equipment costs are proposed and the total amount of the pricing action exceeds the SAT, the contracting officer shall request the contractor to submit either certified cost or pricing data, or partial/limited data, as appropriate. The data shall be submitted on Standard Form 1411, Contract Pricing Proposal Cover Sheet.

00800-11 GOVERNMENT FURNISHED PROPERTY

(a) This Government Property listed in paragraph (e) of this special contract requirement is furnished to the Contractor in an ``as-is, where is'' condition. The Government makes no warranty regarding the suitability for use of the Government property specified in this contract.

The Contractor shall be afforded the opportunity to inspect the Government property as specified in the solicitation.

(b) The Government bears no responsibility for repair or replacement of any lost Government property. If any or all of the Government property is lost or becomes no longer usable, the Contractor shall be responsible for replacement of the property at Contractor expense. The Contractor shall have title to all replacement property and shall continue to be responsible for contract performance.

(c) Unless the Contracting Officer determines otherwise, the Government abandons all rights and title to unserviceable and scrap property resulting from contract performance. Upon notification to the Contracting Officer, the Contractor shall remove such property from the Government premises and dispose of it at Contractor expense.

(d) Except as provided in this special contract requirement, Government property furnished under this contract shall be governed by the Government Property clause of this contract.

(e) Government property provided under this special contract requirement:

The following Government property will be furnished at Montgomery Locks and Dam:

A fabricated assembly for verifying location of the 12” diameter horizontal holes will be furnished by the Government. The estimated acquisition cost of these materials is $20,000.

(End of Summary of Changes)

ID

E

N T

. N O

S H

E E

T

O R

B

, S H

E E

T N

O . 2

O

H

IO

R

IV

E R

- T H

IR

D

F

IX

E D

D A

M

- L

O C

K W

A L

L S

- P O

IR

E

E D

A M

F O

U N

D A

T

IO

N

O R

B

, S H

E E

T N

O . 2

O

H I O

R I V

E R

T

H I R

D F

I X

E D

D A

M

L O

C K

W A

L L

S

W A

L L

A R

M O

R

O R

B

, S H

E E

T N

O . 2

O

H I O

R I V

E R

T

H I R

D F

I X

E D

D A

M

L O

C K

W A

L L

S

W A

L L

A R

M O

R

O R

B

, S H

E E

T N

O . 2

O

H I O

R I V

E R

T

H I R

D F

I X

E D

D A

M

L O

C K

W A

L L

S

W A

L L

A R

M O

R

O L

M O

/1

.2

O H

I O

R I V

E R

M

O N

T G

O M

E R

Y L

O C

K S

A N

D D

A M

L

O C

K S

R E

H A

B I L

I T

A T

I O

N

L O

C K

W A

L L

S

P L

A N

L

A N

D

M I D

D L

E W

A L

L S

U

P P

E R

E N

D

U P

S T

R E

A M

A S

B

U I L

T

M

A R

O L

M O

/2

.2

O H

I O

R I V

E R

M

O N

T G

O M

E R

Y L

O C

K S

A N

D D

A M

L

O C

K S

R E

H A

B I L

I T

A T

I O

N

L O

C K

W A

L L

S

P L

A N

L

A N

D W

A L

L

L O

W E

R E

N D

A

S B

U I L

T

M

A R

O L

M O

/2

.2

O H

I O

R I V

E R

M

O N

T G

O M

E R

Y L

O C

K S

A N

D D

A M

L

O C

K S

R E

H A

B I L

I T

A T

I O

N

L O

C K

W A

L L

S

P L

A N

M

I D

D L

E

R I V

E R

W A

L L

S

L O

W E

R E

N D

D

O W

N S

T R

E A

M

A S

B

U I L

T

M

A R

O L

M O

/2

.2

O H

I O

R I V

E R

M

O N

T G

O M

E R

Y L

O C

K S

A N

D D

A M

L

O C

K S

R E

H A

B I L

I T

A T

I O

N

R E

P A

I R

I N

G L

O C

K W

A L

L S

U

P P

E R

H A

L F

R I V

E R

F A

C E

L

A N

D W

A L

L

E L

E V

A T

I O

N S

A

S B

U I L

T

M

A R

O L

M O

/1

.1 O

H I O

R I V

E R

M

O N

T G

O M

E R

Y L

O C

K S

A N

D D

A M

L

O C

K S

R E

H A

B I L

I T

A T

I O

N

C O

F F

E R

D A

M S

P

L A

N A

N D

S E

C T

I O

N S

A

S B

U I L

T

M

A R

O R

B

, S

H E

E T

N O

. 3

A P

P E

N D

I X

F

P L

A T

E

O

H I O

R I V

E R

T

H I R

D F

I X

E D

D A

M

L O

C K

W A

L L

S

E L

E V

A T

I O

N S

U

P P

E R

H A

L F

O R

B

, S H

E E

T N

O . 4

A

P P

E N

D I X

F

P L

A T

E

O

H I O

R I V

E R

T

H I R

D F

I X

E D

D A

M

L O

C K

W A

L L

S

E L

E V

A T

I O

N S

L

O W

E R

H A

L F

O R

B

, S

H E

E T

N O

. 8

A P

P E

N D

I X

F

P L

A T

E

O H

I O

R I V

E R

T

H I R

D F

I X

E D

D A

M

L O

C K

W A

L L

S

S E

C T

I O

N S

T H

R O

U G

H P

I P

E G

A L

L E

R Y

O R

B

, S

H E

E T

N O

. 9

A P

P E

N D

I X

F

P L

A T

E

O H

I O

R I V

E R

T

H I R

D F

I X

E D

D A

M

L O

C K

W A

L L

S

S E

C T

I O

N S

T H

R O

U G

H C

U L

V E

R T

S

O H

I O

R I V

E R

T

H I R

D F

I X

E D

D A

M

L O

C K

W A

L L

S

S E

C T

I O

N S

T H

R O

U G

H C

U L

V E

R T

S O

R B

, S

H E

E T

N O

. 1

A P

P E

N D

I X

F

P L

A T

E

O R

B

, S H

E E

T N

O . 2

O

H I O

R I V

E R

T

H I R

D F

I X

E D

D A

M

L O

C K

W A

L L

S

M I T

E R

S I L

L

F

T L

O C

K

L O

W E

R E

N D

O H

I O

R I V

E R

T

H I R

D F

I X

E D

D A

M

L O

C K

W A

L L

S

P L

A N

U

P P

E R

H A

L F

O R

B

, S

H E

E T

N O

. 1

A P

P E

N D

I X

F

P L

A T

E

O R

B

, S H

E E

T N

O . 2

A

P P

E N

D I X

F

P L

A T

E

O

H I O

R I V

E R

T

H I R

D F

I X

E D

D A

M

L O

C K

W A

L L

S

P L

A N

L

O W

E R

H A

L F

C -1

V -1

V -1

V

V

V

V

V

V

V

V

G

-0

G -0

V -1

F

IL

E N

A M

E C

O D

E

D W

G

S U

R V

E Y

/M A

P P

IN

G

S T

R U

C T

U R

A L

C

IV

IL

R E

F E

R E

N C

E D

R A

W

IN

G S

G E

N E

R A

L

N O

T E

S A

N D

S Y

M B

O L

S

T

IT

L E

C O

N T

R A

C T

D R

A W

IN

G

S

S

S

S

S

S

T

IT

L E

D R

A W

IN

G

N O

G

-0

SOLICITATION NO.:

FILE NAME:

DW N BY: CKD BY:

DESIGNED BY:

DESCRIPTION

D

C

A B

M ARK APPR.

O F

E N

G

IN

E E

R S

U S

A R

M Y

C O

R P

S

DATE:

FILE NUMBER:

SIZE:

SUBMITTED BY:

PLOT SCALE: PLOT DATE:

DATE M ARK DESCRIPTION APPR.DATE

CONTRACT NO.:

CORPS OF ENGINEERS

U. S. ARM Y ENGINEER DISTRICT

P

IT

T S

B U

R G

H D

IS

T

R

IC

T

PITTSBURGH, PA

C

O N

S T

R U

C T

I O

N D

I V

I S

I O

N

C H

I E

F , E

N G

I N

E E

R I N

G A

N D

D A

T E

A P

P R

O V

E D

B Y

B R

A N

I

F

D

A T

E

A P

P R

O V

A L

R E

C O

M M

E N

D E

D B

Y

S E

C T

I O

N

C

H I

D

T

S U

B M

IT

T

E D

B Y

A N

D A

P P

R O

V A

L O

F A

L L

D R

A W

IN

G

S L

IS

T

E D

O N

T H

E

IN

D E

X S

H E

E T

S

IG

N

A T

U R

E S

A F

F

IX

E D

B E

L O

W

IN

D

IC

A T

E O

F F

IC

IA

L R

E C

O M

M E

N D

A T

IO

E I R

E M

P L

O Y

M E

N T

A S

R E

Q U

I R

E D

B Y

E R

A

P P

E A

R O

N T

H E

S E

P R

O J E

C T

D O

C U

M E

N T

S W

I T

H I N

T H

E S

C O

P E

O F

D E

S

IG

N A

T

IO

N S

O F

U .S

. A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

IN

D

IV

ID

U

A L

S T

H

IS

S H

E E

T . T

H E

IN

IT

IA

L

S O

R S

IG

N

A T

U R

E S

A N

D R

E G

IS

T

R A

T

IO

U .S

. A R

M Y

C O

R P

S O

F E

N G

I N

E E

R S

A N

D T

H E

A /E

F I R

M S

I D

E N

T I F

I E

D

I S

P R

O J E

C T

W A

S D

E S

I G

N E

D B

Y T

H E

P I T

T S

B U

R G

H D

I S

T R

I C

T O

F T

H E

N U

M B

E R

ID

E

N T

IF

IC

A T

IO

N

S H

E E

T

RECESSES - 110FT LOCK CHAMBER

OHIO RIVER

M ONTGOMERY LOCKS AND DAM

SAW CUTTING FOR NEW M AINTENANCE BULKHEAD W 911W N-16-B-0001

C E

R T

IF

IE

D F

IN

A

L D

O C

U M

E N

IP_PW P:dm s36799\LMOO_100_G-0110-A.dgnH4TSDRST

20-NOV-2015 08:56

LMOO_100_G-0110-A.dgn

0.083333:1

B. CRATTY

DRAW ING INDEX AND SIGNATURE SHEET

O

C T

O B

E R

/s / S

T E

P H

E N

R . S

T O

L T

Z , P

.E

O

C T

O B

E R

O C

T O

B E

R

ANSI D

K. HOESCH

/s/ JAMES T. SHIBATA, P.E.

B. GROGAN

20 OCTOBER 2015

/s / J

A M

E S

T . S

H I B

A T

A , P

.E

/s / J

E A

N I N

E H

O E

Y , P

.E

G -0

-A REVISED PER AMENDMENT A J.T.S.20 NOV 15

A

L M

O O

C

-1

L M

O O

V

-1

L M

O O

V

-1

L M

O O

V

U P

S T

R E

A M

S U

R V

E Y

C O

N T

R O

L P

L A

N

D O

W N

S T

R E

A M

S U

R V

E Y

C O

N T

R O

L P

L A

N

U P

P E

R P

O O

L S

T A

G E

H Y

D R

O G

R A

P H

S , 1

-1

, IN

C L

U S

IV

E

L M

O O

V

U P

P E

R P

O O

L S

T A

G E

H Y

D R

O G

R A

P H

S , 2

-2

, IN

C L

U S

IV

E

L M

O O

V

U P

P E

R P

O O

L S

T A

G E

H Y

D R

O G

R A

P H

S , 2

-2

, IN

C L

U S

IV

E

L M

O O

V

U P

P E

R P

O O

L S

T A

G E

H Y

D R

O G

R A

P H

S , 2

-2

, IN

C L

U S

IV

E

L M

O O

V

L M

O O

V

L M

O O

V

L M

O O

V

L O

W E

R P

O O

L S

T A

G E

H Y

D R

O G

R A

P H

S , 1

-1

, IN

C L

U S

IV

E

L O

W E

R P

O O

L S

T A

G E

H Y

D R

O G

R A

P H

S , 2

-2

, IN

C L

U S

IV

E

L O

W E

R P

O O

L S

T A

G E

H Y

D R

O G

R A

P H

S , 2

-2

, IN

C L

U S

IV

E

L O

W E

R P

O O

L S

T A

G E

H Y

D R

O G

R A

P H

S , 2

-2

, IN

C L

U S

IV

E

L M

O O

G

-0

D R

A W

IN

G

IN

D

E X

A N

D S

IG

N

A T

U R

E S

H E

E T

P R

O J E

C T

L O

C A

T

IO

N A

N D

V

IC

IN

IT

Y M

A P

L M

O O

S

L M

O O

S

L M

O O

S

L M

O O

S

L M

O O

S

M A

IN

T

E N

A N

C E

B U

L K

H E

A D

R E

C E

S S

L O

C A

T

IO

N S

C

O N

T R

A C

T O

R W

O R

K L

IM

IT

S

- P

L A

N

L M

O O

V

-1

P O

IR

E

E S

IL

L

U N

D E

R W

A T

E R

S U

R V

E Y

U P

S T

R E

A M

W

IR

E S

A W

IN

G

R E

M O

V A

L P

L A

N A

N D

R E

M O

V A

L L

IM

IT

S

D O

W N

S T

R E

A M

W

IR

E S

A W

IN

G

R E

M O

V A

L P

L A

N A

N D

R E

M O

V A

L L

IM

IT

S

U P

S T

R E

A M

A N

D D

O W

N S

T R

E A

M W

IR

E

S A

W

IN

G E

L E

V A

T

IO

N S

W

IR

E S

A W

IN

G

R E

M O

V A

L L

IM

IT

S E

C T

IO

N

S

W

IR

E S

A W

N L

A T

E R

A L

S T

A B

IL

IT

Y S

Y S

T E

M

L M

O O

G

-0

L M

O O

G

-0

C O

N C

R E

T E

S

IL

L

T

IM

B E

R S

E A

L

E X

IS

T

IN

G

SOLICITATION NO.:

FILE NAME:

DW N BY: CKD BY:

DESIGNED BY:

DESCRIPTION

D

C

A B

M ARK APPR.

N U

M B

E R

ID

E

N T

IF

IC

A T

IO

N

S H

E E

T

O F

E N

G

IN

E E

R S

U S

A R

M Y

C O

R P

S

DATE:

FILE NUMBER:

SIZE:

SUBMITTED BY:

PLOT SCALE: PLOT DATE:

DATE M ARK DESCRIPTION APPR.DATE

CONTRACT NO.:

CORPS OF ENGINEERS

U. S. ARM Y ENGINEER DISTRICT

P

IT

T S

B U

R G

H D

IS

T

R

IC

T

PITTSBURGH, PA

RECESSES - 110FT LOCK CHAMBER

OHIO RIVER

M ONTGOMERY LOCKS AND DAM

SAW CUTTING FOR NEW M AINTENANCE BULKHEAD

C E

R T

IF

IE

D F

IN

A

L D

O C

U M

E N

T

W 911W N-16-B-0001

IP_PW P:dm s36799\LMOO_314_V-1132.dgnH4TSDRST

20-NOV-2015 08:21

LMOO_314_V-1132.dgn

0.083333:1 V

-1

ANSI: D

18/SEP/15

POIREE SILL UNDERW ATER SURVEY

FLOW

S C

A L

E : 3

/1

'-0

P O

IN

T

M

ID

D L

E W

A L

L L

A N

D W

A L

L

1234567891

(N G

V D

E L

E V

A T

IO

N

A S

E C

T

IO

N

A

S C

A L

E : N

O S

C A

L

L L

O W

IN

G

T A

B L

E

L O

C A

T

IO

N S

D E

S

IG

N A

T E

D O

N T

H E

P L

A N

S H

E E

T , A

N D

C O

M P

L E

T E

T H

E

C O

N T

R A

C T

O R

S H

A L

L D

E T

E R

M

IN

E T

H E

E L

E V

A T

IO

N

A T

E A

C H

O F

T H

E

N O

T E

S

B ANDERSON

M LINDSEY J TRIPP

B JONES

L

A

D O

W N

S T

R E

A M

P O

IR

E

E S

IL

L

T E

R N

T P

(N T

P ) A

N D

R E

S U

L T

S S

U P

P L

IE

D

T O

T H

E G

O V

E R

N M

E N

T W

IT

H

IN

D

A Y

S

S U

R V

E Y

S H

A L

L B

E C

O M

P L

E T

E D

W

IT

H

IN

D

A Y

S O

F N

O T

IC

E

T O

P R

O C

E E

D

P O

IN

T

S

- 1

C S

U R

V E

Y L P

O

IN

T S

- 2

C S

U R

V

Y

Draft W911WN-16-B-0001-0001.pdf
LMOO_100_G-0110-A.pdf
LMOO_100_G-0110-A
References
PW_WORKDIR:dms36799
G-BSADSA.DGN
LMOO_314_V-1132.pdf
LMOO_314_V-1132
References
PW_WORKDIR:dms36799
G-BSAD_A.DGN
PW_WORKDIR:dms36806
LMOO_S_SC0001.hln
LMOO_S_EP0002.hln
Text1: 0001
Text2: Drawing added by Amendment 0001

File details come from the government source that posted it. Updated .