W912EF-15-R-0048-0001_Amendment_to_Solicitation.pdf

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Lower Monumental Navigation Lock Downstream Gate Hoist Machinery Upgrades Federal contract opportunity
Solicitation number
W912EF-15-R-0048
Issued by
Department of the Army Corps of Engineers Engineering District Walla Walla

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Amendment 0001 to revise clauses

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W912EF-15-R-0048-0011.pdf PDF
W912EF-15-R-0048_Amendment_0010.pdf PDF
W912EF-15-R-0048-0009.pdf PDF
W912EF-15-R-0048-0009.pdf PDF
W912EF-15-R-0048-0008.pdf PDF
Amendment_0007.pdf PDF
W912EF-15-R-0048-0006.pdf PDF
W912EF-15-R-0048_Amendment_0005.pdf PDF
W912EF-15-R-0048_Amendment_0004.pdf PDF
W912EF-15-R-0048_Amendment_0003.pdf PDF
Site_Visit_Attendees_W912EF-15-R-0048.pdf PDF
W912EF-15-R-0048-0002_Amendment_to_Solicitation.pdf PDF
Amend-0001_Plans.pdf PDF
TechSpec_Amend-0001.pdf PDF
BrandNameJustificationLMAGeokonLC.pdf PDF
BrandNameJustificationLMASheaveBearing.pdf PDF
W912EF-15-R-0048.pdf PDF
Site_Visit_Information.pdf PDF
Plans.pdf PDF
Plans-FIOs.pdf PDF
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W68SBV51203542

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

Amendment 0001 provides revised specifications and revised clauses.

Added information to FAR 52.211-10 and added draw ings to DFARS 252.236-7001.

The follow ing specifications have been revised:

a.SECTION 01 78 23.00 28 OPERATION AND MAINTENANCE DATA •Revised Paragraph 1.3.6 “Controls O&M Data Packages”, subparagraph d.

b.SECTION 01 91 00.00 28 SYSTEMS TESTING AND COMMISSIONING

•Revised Paragraph 3.3 FINAL GOVERNMENT COMMISSIONING AND TESTING

Changes are highlighted in Yellow for this amendment.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 7

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

16C. DATE SIGNED

BY 11-Sep-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 W912EF-15-R-0048

X 9B. DATED (SEE ITEM 11)

28-Aug-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

11-Sep-2015

CODE

USAED, WALLA WALLA - CONTRACTING DIV.

KENT R. BERNARD 201 N. THIRD AVENUE

WALLA WALLA WA 99362-1876

W912EF 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912EF-15-R-0048

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION 00010 - SOLICITATION CONTRACT FORM

The Issued By organization has changed from

USAED, WALLA WALLA - CONTRACTING DIV.

JANI C. LONG

201 N. THIRD AVENUE

WALLA WALLA WA 99362-1876

to

USAED, WALLA WALLA - CONTRACTING DIV.

KENT R. BERNARD 201 N. THIRD AVENUE

WALLA WALLA WA 99362-1876

The required performance has changed from Lower Monumental Navlock Downstream Gate Hoist Upgrade to CONSTRUCTION PROJECT: Lower Monumental Navlock Downstream Gate Hoist Upgrade.

SECTION 00700 - CONTRACT CLAUSES

The following have been modified:

52.211-10 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (APR 1984)

The Contractor shall be required to (a) commence work under this contract within 10 calendar days after the date the Contractor receives the notice to proceed, (b) prosecute the work diligently, and (c) complete the entire work ready for use not later than the dates listed below.

(1) On-site work may begin after the contractor receives Notice to Proceed, all required preconstruction contract requirements are completed, and all required preconstruction submittals are approved, subject to the restrictions outlined below.

a. Pre-Outage Work Window – April 4, 2016 through December 11, 2016. The following work items must be completed during the Pre-Outage Work Window:

i. Pre-work clean-up of Toxic Metals Based Paint dust in machinery rooms. (NOTE: Abatement and removal of existing equipment containing Toxic Metals Based Paint and Asbestos must take place during the Navigation Lock Outage Work Window listed below).

ii. Verification of all existing cable, conduits, etc. impacted by work on this contract.

iii. Installation of new electrical conduit, cable, wiring, fiber optics, isolation transformers, brake resistors, ladders, cages, guardrails and related components that do not require the existing downstream gate and control system to be out of service (includes work in the machinery rooms, Navigation Lock Operator’s Stands, and utility service galleries). The navigation lock downstream gate must remain in service during this early work window.

iv. Replacement of the Overhead Maintenance Cranes in the machinery rooms including structural upgrades to the existing crane corbels and the associated electrical and control upgrades for the overhead cranes. NOTE: Once work has begun to remove existing Overhead Maintenance Cranes, new Overhead Maintenance Cranes MUST be installed and operational within 14 calendar days.

v. NOTE: Contractor must stop all work on the Overhead Maintenance Cranes, in the Navigation Lock Operator’s Stands, and all related features, during periodic navigation lock operation in the Pre-Outage Work Window. Contractor Employees WILL NOT be allowed in the machinery rooms, or the Operator’s Stands during lockages. The Contractor will be given a minimum of 2 hours notice when a lockage will occur. Lockages last approximately 1 hour.

i. Based on lockage data from the last two years, there is an average of approximately 3 lockages per day with a likely range of 1-8 lockages in a 24 hour period.

ii. Expect higher lockage rates during May, June, August, and September, with an average of approximately 5 lockages per day.

iii. Expect significantly higher numbers of lockages the final two weeks of the Pre-Outage Work Window, as shippers move shipments and return barges prior to long outage.

iv. Expect lockages 7 days per week. Actual lockage rates may differ.

b. Navigation Lock Outage Work Window – 8:00 a.m. December 13, 2016 through 6:00 p.m. March 19, 2017:

i. The Government requires one day to prepare the Navigation Lock and related items and equipment for Contractor work on this project. The Contractor will not have access to the Navigation Lock and related areas on December 12, 2016.

ii. Perform all abatement and removal of existing equipment containing toxic metals paint and asbestos.

iii. Replace and repair all existing equipment, and lift-gate hoist machinery and related items that require the Navigation Lock to be out of service.

iv. Complete all Contractor Construction Test Phase and Pre-Operational Test Phase commissioning activities not later than March 11, 2017.

v. Government Operational Test Phase commissioning activities will begin not later than March 12, 2017 and complete not later than March 18, 2017.

c. Post-Outage Work Window – April 3, 2017 through April 27, 2017:

i. Conduct Final Customer Training. On-site training shall only occur on Monday through Thursday between the hours of 7:00 a.m. PST and 4:00 p.m. PST.

(2) The Contractor shall complete final cleanup and demobilization by not later than 15 calendar days after completion of work in (1)b above.

(3) The Contractor shall complete final submission of Working “As-Built” Contract Drawings, Final “As-Built” Contract Drawings – CADD Files, and Final Approved Versions of Contractor Prepared Drawings (see SECTION 01 78 00.00 28 CLOSEOUT SUBMITTALS) by not later than 30 calendar days after completion of work in (1)b above.

(4) Submit O&M manuals in accordance with SECTION 01 78 23.00 28 OPERATION AND MAINTENANCE

DATA.

(End of clause)

252.236-7001 CONTRACT DRAWINGS AND SPECIFICATIONS (AUG 2000)

(a) The Government will provide to the Contractor, without charge, one set 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 on the following index of drawings:

Drawing Number

Sheet Number

Title

Revision Number

Date

LOWER MONUMENTAL LOCK AND DAM

Navigation Lock Downstream Gate Hoist Machinery Upgrades

GENERAL

LMG‐1‐0‐1/308 G‐001 COVER SHEET AND LOCATION MAPS

LMG‐1‐0‐1/309 G‐002 INDEX TO DRAWINGS

LMG‐1‐0‐1/310 G‐003 FOR INFORMATION ONLY' DRAWINGS

LMG‐1‐0‐1/311 G‐003 FOR INFORMATION ONLY' DRAWINGS

LMG‐1‐0‐1/314 G‐101 WORK LOCATION ‐ KEY PLAN

LMG‐1‐0‐1/315 G‐102 LAY‐DOWN LOCATION ‐ PLAN

STRUCTURAL

LMN‐1‐5‐6/1 SB102

TOWER MACHINERY ROOM ‐ MACHINERY

SUPPORT STRUCTURES ‐ EL. 599.5 PLAN

LMN‐1‐5‐6/2 SB201

SUPPORT STRUCTURES ‐ LOCKSIDE & UPSTREAM

ELEVATIONS

LMN‐1‐5‐6/3 SB202

TOWER MACHINERY ROOM ‐ PINION GEAR

SUPPORT STRUCTURE ‐ DOWNSTREAM

ELEVATION

LMN‐1‐5‐6/4 SB401

SUPPORT STRUCTURE ‐ DETAILED VIEWS

LMN‐1‐5‐6/5 SB402

TOWER MACHINERY ROOM ‐ GEARBOX &

MOTOR PEDESTALS ‐ DETAILED VIEWS

LMN‐1‐5‐6/6 SB501

SUPPORT STRUCTURE ‐ DETAILS

LMN‐1‐5‐6/7 SC401 TOWER ROOF ‐ GUARDRAIL ‐ PLAN AND DETAILS

LMN‐1‐5‐6/8 SC402

TOWER MACHINERY ROOM ‐ NEW PLATFORM,

LADDER AND CAGE ‐ PLAN AND SECTIONS

LMN‐1‐5‐6/9 SC502

TOWER MACHINERY ROOM ‐ PLATFORM AND

LADDER ‐ SECTIONS AND DETAILS I

LMN‐1‐5‐6/10 SC503

LADDER ‐ SECTIONS AND DETAILS II

LMN‐1‐5‐6/11 SC504

LADDER ‐ SECTIONS AND DETAILS III

LMN‐1‐5‐6/12 SC505 TOWER ROOF ‐ GUARDRAIL ‐ DETAILS

LMN‐1‐5‐6/13 SD101

SUPPORTS DEMOLITION ‐ EL. 599.5 PLAN

LMN‐1‐5‐6/14 SJ202

TOWER MACHINERY ROOM ‐ OVERHEAD ‐

MAINTENANCE CRANE CORBEL MODS ‐

ELEVATION, SECTIONS & DETAILS

LMN‐1‐5‐6/15 SK401

TOWER MACHINERY ROOM ‐ GATE HOIST

SHEAVE IMPROVEMENTS ‐ NEW PLATES ‐

ELEVATION & DETAILS

LMN‐1‐5‐6/16 SK402

TOWER MACHINERY ROOM ‐ GATE HOIST

SHEAVE IMPROVEMENTS ‐ EXISTING WELD

MODIFICATIONS

ARCHITECTURAL

LMN‐1‐3‐6/30 A‐401 ROOFING REPAIRS ‐ PLAN AND DETAILS

MECHANICAL

LMN‐1‐3‐6/31 M‐101

NEW MOTOR, GEAR, DIRVE ‐ MACHINERY

ARRANGEMENT ‐ EL. 599.5 PLAN

LMN‐1‐3‐6/32 M‐301

NEW MOTOR, GEAR, DRIVE ‐ MACHINERY

ARRANGEMENT ‐ ELEVATIONS

LMN‐1‐3‐6/33 M‐401 GATE HOIST MACHINERY ‐ ASSEMBLY DETAILS

LMN‐1‐3‐6/34 M‐402 OVERHEAD MAINTENANCE CRANE ‐ ELEVATIONS

LMN‐1‐3‐6/35 M‐403

OVERHEAD MAINTENANCE CRANE ‐ HOIST

ACCESS AREA ‐ PLAN

LMN‐1‐3‐6/36 M‐501 INDICATING MECHANISM ‐ DETAILS

LMN‐1‐3‐6/37 M‐502 PINION SHAFT ‐ DETAILS

LMN‐1‐3‐6/38 M‐503 PINION GEAR ‐ DETAILS

LMN‐1‐3‐6/39 M‐504 GATE CONTROL SPEEDS

LMN‐1‐3‐6/40 M‐505 GATE POSITION ENCODER BRACKET ‐ DETAILS

LMN‐1‐3‐6/41 M‐506 VALVE POSTION ENCODER BRACKET ‐ DETAILS

LMN‐1‐3‐6/42 MD101 DEMOLITION ‐ EL. 599.5 PLAN

LMN‐1‐3‐6/43 MD301 DEMOLITION ‐ ELEVATIONS

LMN‐1‐3‐6/44 MD501 DEMOLITION ‐ INDICATING MECHANISM DETAILS

ELECTRICAL

LMN‐1‐6‐6/5 E‐001 ELECTRICAL LEGEND

LMN‐1‐6‐6/6 E‐101 OVER ALL ‐ NAV LOCK ‐ PLAN

LMN‐1‐6‐6/7 E‐102 ROUTE ‐ FROM LR‐8

LMN‐1‐6‐6/8 E‐103 ROUTE ‐ FROM LR‐9

LMN‐1‐6‐6/9 E‐104 D/S GATE TOWER ‐ PLAN VIEW

LMN‐1‐6‐6/10 E‐105

NAVIGATION LOCK ‐ WATER LEVEL SENSOR

LAYOUT ‐ DECK PLAN

LMN‐1‐6‐6/11 E‐401 WATER LEVEL SENSORS

LMN‐1‐6‐6/12 E‐402 VALVE POSITIONER

LMN‐1‐6‐6/13 E‐501 PANEL LR‐6 ‐ D/S SOUTH LABELS

LMN‐1‐6‐6/14 E‐502 PANEL LR‐7 ‐ D/S NORTH LABELS

LMN‐1‐6‐6/15 E‐503

NAVIGATION LOCK ‐ INTERLOCKING ‐

ILLUSTRATION

LMN‐1‐6‐6/16 E‐504

NAVIGATION LOCK ‐ INTERLOCKING ‐

ILLUSTRATION

LMN‐1‐6‐6/17 E‐601 D/S GATE ‐ ELECTRICAL ‐ ONELINE

LMN‐1‐6‐6/18 E‐602 LCQ1 & LCQ2 LAYOUT

LMN‐1‐6‐6/19 E‐606 LR‐6 AND LR‐7 LAYOUT

LMN‐1‐6‐6/20 E‐619 AUTO COMMUNICATION ‐ DIAGRAM

LMN‐1‐6‐6/21 E‐621 LR‐8 LAYOUT

LMN‐1‐6‐6/22 E‐632 LR‐9 ‐ LAYOUT

LMN‐1‐6‐6/23 E‐638 LS‐1 ‐ LAYOUT A 9/9/2015

LMN‐1‐6‐6/24 E‐801 HMI SCREEN GRAPHICS

LMN‐1‐6‐6/25 E‐901 ELECTRICAL ‐ PHOTOGRAPHS

LMN‐1‐6‐6/26 ED101 D/S GATE TOWER ‐ DEMOLITION PLAN

LMN‐1‐6‐6/27 ED501 MCC LCQ1 AND ‐ MCC LCQ2 ‐ DEMOLITION

LMN‐1‐6‐6/28 ED502

SELSYN MOTORS ‐ AND ROTARY LIMIT ‐ SWITCH

DEMOLITION

LMN‐1‐6‐6/29 ED601 POWER FEEDS ‐ AND MCCs ‐ DEMOLITION

LMN‐1‐6‐6/30 ED602

CONNECTION DIAGRAM ‐ FOR LCQ2 ‐

LMN‐1‐6‐6/31 ED603

CONNECTION DIAGRAM ‐ FOR LCQ1 ‐

FOR INFORMATION ONLY (FIO)

The Government does not warrant the accuracy of the FIO drawings. The Government recommends that the Contractor verify the accuracy of FIO drawings.

LMN‐1‐4‐2/44 I‐001

NAVIGATION LOCK ‐ TOWERS ‐ CONCRETE

OUTLINE

LMN‐1‐4‐2/46 I‐002 NAVIGATION LOCK ‐ TOWERS ‐ REINFORCEMENT I

LMN‐1‐4‐2/47 I‐003

NAVIGATION LOCK ‐ TOWERS ‐ REINFORCEMENT

II

LMN‐1‐4‐2/47 I‐004

NAVIGATION LOCK ‐ TOWERS ‐ REINFORCEMENT

DETAILS (MISC)

62‐I86‐159 I‐005

DOWNSTREAM LOCK GATE ‐ MACHINERY TOWER

SERVICE CRANE

62‐I86‐158 I‐006

DOWNSTREAM LOCK GATE ‐ MACHINERY TOWER

‐ ANCHOR BOLTS

LMN‐1‐6‐14/6 I‐007

NAVIGATION LOCK ‐ POWER AND LIGHTING ‐

ONE LINE DIAGRAM

LMN‐1‐6‐14/8 I‐008

NAVIGATION LOCK ‐ POWER & ‐ LIGHTING ‐ R / S

SERVICE GALLERY ‐ DOWNSTREAM ‐ WIRING

DIAGRAM

(End of drawing list)

(End of clause)

Contract drawings created on CADD will be available in electronic form for use by the Contractor. No For Information Only drawings are available on CADD. The Contractor assumes all risks associated in using electronic CADD drawings. The contract drawings shall govern if there are any discrepancies between the electronic copy and the contract drawing. The Contractor shall promptly notify the Contracting Officer of any discrepancies. The Government will not be responsible to correct the electronic CADD drawing. If contract modifications are issued, the associated electronic CADD drawings will not be available to the Contractor. Electronic copies of CADD drawings are only available in Bentley MicroStation format. The Government will provide the files on CD ROM. If the Contractor requires different media, such as floppy disks, the Contractor shall be responsible for all conversions required for their use and associated conversion inaccuracies.

(End of Summary of Changes)

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