16-R-0001_0006.pdf

W68SBV52599013

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 changes as indicated in the Summary of Changes document herein. The due date remains the same.

1. CONTRACT ID CODE PAGE OF PAGES

J 1

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

16C. DATE SIGNED

BY 23-Jun-2016

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-16-R-0001

X 9B. DATED (SEE ITEM 11)

10-May-2016

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

23-Jun-2016

CODE

USAED, WALLA WALLA - CONTRACTING DIV.

CRISTINA VEGA

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-16-R-0001

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

The following have been added by full text:

AMENDMENT 0006

Summary of changes for Amend -0006 Little Goose Adjustable Spillway Weir (ASW)

1. Revised the following Specifications:

a. SECTION 05 59 13.00 28 FABRICATION OF HYDRAULIC STEEL STRUCTURES

Revised the following paragraph:

3.1.7 Seals

b. SECTION 09 97 02.00 28 PAINTING: HYDRAULIC STRUCTURES

3.5 PAINTING SCHEDULES

Items or surfaces to be coated statement has been revised.

Note: The text is red but it has been revised not deleted.

c. SECTION 35 01 42.00 28 SPILLWAY WEIR HOIST SYSTEMS

1.2.2 Design Criteria

2.6.1 General Requirements

2. Revised the following drawings. See bracketed areas on drawing for details

SK401 Base Stoplogs SL401 Intermediate Stoplogs SM401 Top Stoplog

3. Revised the following clause See yellow highlights for amended drawings

SECTION I - CONTRACT CLAUSES

The following have been modified:

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

LITTLE GOOSE LOCK AND DAM

ADJUSTABLE SPILLWAY WEIR

GENERAL

LGG-1-0-1/330 G-001 COVER SHEET AND LOCATION MAPS

LGG-1-0-1/331 G-002 INDEX TO DRAWINGS

LGG-1-0-1/390 G-003 INDEX TO DRAWINGS - CONTINUED

LGG-1-0-1/332 G-004 INDEX TO - FOR INFORMATION ONLY -

DRAWINGS

LGG-1-0-1/333 GC101 SITE PLAN

LGG-1-0-1/334 GC102 TSW STORAGE AREA - PLAN AND PHOTOS -

SHEET TITLE LINE 3

LGG-1-0-1/335 GC103 EXISTING SPILLWAY - ASW OPERATION AND

STORAGE - PLAN

LGG-1-0-1/336 GJ101 SPILLWAY - BAY 1 EXISTING CONDITIONS -

PLAN AT ROADWAY DECK

LGG-1-0-1/337 GJ201 EXISTING SPILLWAY - SECTION AT OGEE

LGG-1-0-1/338 GJ901 ASW OPERATION - ISOMETRIC VIEW - CREST

LOWERED - UPSTREAM SIDE

LGG-1-0-1/339 GJ902 ASW OPERATION - ISOMETRIC VIEW - CREST

LOWERED - DOWNSTREAM SIDE

LGG-1-0-1/340 GJ903 ASW OPERATION - ISOMETRIC VIEW - CREST

RAISED - UPSTREAM SIDE

LGG-1-0-1/341 GJ904 ASW OPERATION - ISOMETRIC VIEW - CREST

RAISED - DOWNSTREAM SIDE

LGG-1-0-1/342 GJ905 SPILLWAY BAY 1 - ASW OPERATION - PLAN

AND SECTIONAL PLAN

LGG-1-0-1/343 GJ906 SPILLWAY BAY 1 - ASW OPERATION -

SECTIONS AT CENTERLINE

LGG-1-0-1/344 GJ907 ISOMETRIC VIEW - HOIST ASSEMBLY

LGG-1-0-1/345 GJ908 ASW OPERATION - ISOMETRIC VIEW - WHEEL

TRACKS

LGG-1-0-1/346 GJ909 ISOMETRIC VIEW - CREST ASSEMBLY

LGG-1-0-1/347 GJ910 ISOMETRIC VIEW - TOP STOPLOG

LGG-1-0-1/375 GJ911 ISOMETRIC VIEW - INTERMEDIATE STOPLOG

LGG-1-0-1/376 GJ912 ISOMETRIC VIEW - BASE STOPLOG

LGG-1-0-1/377 GK101 INSTALLATION SEQUENCE - SHEET 1

LGG-1-0-1/378 GK102 INSTALLATION SEQUENCE - SHEET 2

LGG-1-0-1/379 GK103 INSTALLATION SEQUENCE - SHEET 3

STRUCTURAL

LGD-1-5-8/141 SJ001 CREST ASSEMBLY - ISOMETRIC SECTIONS -

AND GENERAL NOTES

LGD-1-5-8/142 SJ101 CREST ASSEMBLY - PLAN AND ELEVATION -

UPSTREAM SIDE

LGD-1-5-8/143 SJ102 CREST ASSEMBLY - PLAN AND ELEVATION -

DOWNSTREAM SIDE

LGD-1-5-8/144 SJ301 CREST ASSEMBLY - FRAMING SECTIONS -

SHEET 1 OF 4

LGD-1-5-8/145 SJ302 CREST ASSEMBLY - FRAMING SECTIONS -

SHEET 2 OF 4

LGD-1-5-8/146 SJ303 CREST ASSEMBLY - FRAMING SECTIONS -

SHEET 3 OF 4

LGD-1-5-8/147 SJ304 CREST ASSEMBLY - FRAMING SECTIONS -

SHEET 4 OF 4

LGD-1-5-8/148 SJ401 CREST ASSEMBLY - FRAMING DETAILS -

SHEET 1 OF 3

LGD-1-5-8/149 SJ402 CREST ASSEMBLY - FRAMING DETAILS -

SHEET 2 OF 2

LGD-1-5-8/150 SJ403 SHEET TITLE LINE 1 - CREST ASSEMBLY -

HANDLING LINK DETAILS

LGD-1-5-8/151 SK001 BASE STOPLOG - ISOMETRIC VIEWS - AND

GENERAL NOTES

LGD-1-5-8/152 SK101 BASE STOPLOG - PLAN AND ELEVATION -

LGD-1-5-8/153 SK102 BASE STOPLOG - PLAN AND ELEVATION -

LGD-1-5-8/154 SK301 BASE STOPLOG - FRAMING SECTIONS -

SHEET 1 OF 2

LGD-1-5-8/155 SK302 BASE STOPLOG - FRAMING SECTIONS -

LGD-1-5-8/156 SK303 BASE STOPLOG - ISOMETRIC VIEWS - END

FRAMING

LGD-1-5-8/157 SK401 BASE STOPLOG - SEAL ASSEMBLIES AND

CREST SEAT - ELEVATION AND SECTION

A 6-22-16

LGD-1-5-8/158 SK402 BASE STOPLOG - SEAL ASSEMBLIES -

DETAILS 2

LGD-1-5-8/159 SK403 BASE STOPLOG - SEAL ASSEMBLIES -

LGD-1-5-8/160 SL001 INTERMEDIATE STOPLOG - ISOMETRIC

VIEWS - AND GENERAL NOTES

LGD-1-5-8/161 SL101 INTERMEDIATE STOPLOG - PLAN AND

ELEVATION - DOWNSTREAM SIDE

LGD-1-5-8/162 SL102 INTERMEDIATE STOPLOG - PLAN AND

ELEVATION - UPSTREAM SIDE

LGD-1-5-8/163 SL301 INTERMEDIATE STOPLOG - FRAMING

SECTIONS - SHEET 1 OF 2

LGD-1-5-8/164 SL302 INTERMEDIATE STOPLOG - FRAMING

SECTIONS - SHEET 2 OF 2

LGD-1-5-8/165 SL401 INTERMEDIATE STOPLOG - SEAL

ASSEMBLIES - ELEVATIONS AND SECTIONS

A 6-22-16

LGD-1-5-8/166 SL402 INTERMEDIATE STOPLOG - SEAL

ASSEMBLIES - DETAILS 1

LGD-1-5-8/167 SL403 INTERMEDIATE STOPLOG - SEAL

ASSEMBLIES - DETAILS 2

LGD-1-5-8/168 SM001 TOP STOPLOG - ISOMETRIC VIEWS - AND

LGD-1-5-8/169 SM101 TOP STOPLOG - PLAN AND ELEVATION -

LGD-1-5-8/170 SM102 TOP STOPLOG - PLAN AND ELEVATION -

LGD-1-5-8/171 SM301 TOP STOPLOG - FRAMING SECTIONS - SHEET

LGD-1-5-8/172 SM302 TOP STOPLOG - FRAMING SECTIONS - SHEET

LGD-1-5-8/173 SM401 TOP STOPLOG - SEAL ASSEMBLIES - DETAILS

A 6-22-16

LGD-1-5-8/174 SM402 TOP STOPLOG - SEAL ASSEMBLIES - DETAILS

LGD-1-5-8/175 SM403 TOP STOPLOG - SEAL ASSEMBLIES - DETAILS

LGD-1-5-8/176 SN001 HOIST ASSEMBLY - ISOMETRIC SECTIONS -

AND GENERAL NOTES

LGD-1-5-8/177 SN101 HOIST ASSEMBLY - PLAN AND ELEVATION -

LGD-1-5-8/178 SN102 HOIST ASSEMBLY - PLAN AND ELEVATION -

LGD-1-5-8/179 SN301 HOIST ASSEMBLY - FRAMING SECTIONS -

SHEET 1 OF 4

LGD-1-5-8/180 SN302 HOIST ASSEMBLY - FRAMING SECTIONS -

SHEET 2 OF 4

LGD-1-5-8/181 SN303 HOIST ASSEMBLY - FRAMING SECTIONS -

SHEET 3 OF 4

LGD-1-5-8/182 SN304 HOIST ASSEMBLY - FRAMING SECTIONS -

SHEET 4 OF 4

LGD-1-5-8/183 SN501 HOIST ASSEMBLY - DETAILS

LGD-1-5-8/184 SS501 ALIGNING PIN, GUIDE BLOCKS - BEARING

SHOE, AND BUMPER BLOCK - SECTIONS AND

DETAILS

LGD-1-5-8/185 SS502 CREST ASSEMBLY - ASSEMBLY

TOLERANCES

LGD-1-5-8/186 SS503 STOPLOGS, WHEEL TRACKS, - AND HOIST

ASSEMBLY GIRDERS - ASSEMBLY

TOLERANCES

LGD-1-5-8/187 SS701 AIR VENT ASSEMBLY - ELEVATION, PLAN

AND DETAILS

LGD-1-5-8/188 ST401 HOIST ASSEMBLY - FLOOR GRATING AND

GUARDRAIL - ARRANGEMENT

LGD-1-5-8/189 ST402 PIER 1 - GUARDRAIL - ARRANGEMENT

LGD-1-5-8/190 ST403 PIER 2 - GUARDRAIL - ARRANGEMENT

LGD-1-5-8/191 ST404 PIER 3 - GUARDRAIL AND HATCH COVER -

ARRANGEMENT

LGD-1-5-8/192 ST405 PIERS 4, 5, 6 & 7 - HATCH COVERS -

LGD-1-5-8/193 ST406 NORTH NON-OVERFLOW MONOLITH -

STORAGE PIT GUARDRAIL - ARRANGEMENT

LGD-1-5-8/194 SV001 NORTH NON-OVERFLOW - CREST ASSEMBLY

STOWED - ISOMETRIC

LGD-1-5-8/195 SV002 SPILLWAY - MAINTENANCE STOPLOG -

STOWED - ISOMETRIC

LGD-1-5-8/196 SV202 SPILLWAY - EXISTING MAINTENANCE

STOPLOG - NEW STORAGE HANGER

LGD-1-5-8/197 SV301 STORAGE STAND - FOR BASE STOPLOG -

LGD-1-5-8/198 SV302 STORAGE STAND - FOR INTERMEDIATE

STOPLOG - SHEET TITLE LINE 3

LGD-1-5-8/199 SV303 STORAGE STAND - FOR TOP STOPLOG -

LGD-1-5-8/200 SV501 STORAGE STANDS - FOR ASW STOPLOGS -

SECTIONS AND DETAILS

LGD-1-5-8/201 SV503 SPILLWAY - EXISTING MAINTENANCE

STOPLOG - STORAGE HANGER - DETAILS

LGD-1-5-8/202 SW001 WHEEL TRACK - ISOMETRIC SECTIONS - AND

LGD-1-5-8/203 SW101 WHEEL TRACK - PLAN AND ELEVATION -

DOWNSTREAM AND SOUTH SIDES

LGD-1-5-8/204 SW102 WHEEL TRACK - PLAN AND ELEVATION -

UPSTREAM AND NORTH SIDES

LGD-1-5-8/205 SW301 WHEEL TRACK - FRAMING SECTIONS -

SHEET 1 OF 2

LGD-1-5-8/206 SW302 WHEEL TRACK - FRAMING SECTIONS -

LGD-1-5-8/207 SW303 WHEEL TRACK - ELEVATIONS - SHEET 1 OF 2

LGD-1-5-8/208 SW304 WHEEL TRACK - ELEVATIONS - SHEET 2 OF 2

LGD-1-5-8/209 SW401 WHEEL TRACK - SEAL ASSEMBLIES -

SECTIONS AND DETAILS

LGD-1-5-8/210 SY001 LIFTING BEAM - ISOMETRIC VIEW

LGD-1-5-8/211 SY101 LIFTING BEAM - PLAN AND ELEVATION -

LGD-1-5-8/212 SY102 LIFTING BEAM - CARRIAGE - PLAN AND

ELEVATIONS

LGD-1-5-8/213 SY301 LIFTING BEAM - FRAMING SECTIONS

LGD-1-5-8/214 SY302 LIFTING BEAM - END FRAMING SECTIONS

LGD-1-5-8/215 SY303 LIFTING BEAM - DOGGING BEAM - ELEVATION

AND SECTIONS

LGD-1-5-8/216 SY401 LIFTING BEAM - CARRIAGE ATTACHMENT -

AND GUIDE - SECTIONS 1

LGD-1-5-8/217 SY501 LIFTING BEAM - CARRIAGE ATTACHMENT &

GUIDE - MISC SECTIONS

LGD-1-5-8/218 SY502 LIFTING BEAM - CARRIAGE ALIGNMENT AND -

COUNTERWEIGHT DETAILS

MECHANICAL

LGD-1-3-8/97 M-101 MECHANICAL - GENERAL MECHANICAL PLAN

LGD-1-3-8/98 MD401 MECHANICAL - SEAL HEATER DEMOLITION -

AND PHOTOS

LGD-1-3-8/99 MJ101 MECHANICAL - HOIST PLAN AND ELEVATION

LGD-1-3-8/100 MJ102 MECHANICAL - HOIST MACHINERY -

ASSEMBLY AND ISOMETRIC

LGD-1-3-8/101 MJ401 MECHANICAL - HOIST MACHINERY - GEARS

AND MACHINERY DATA

A 6-15-16

LGD-1-3-8/102 MJ402 MECHANICAL - HOIST MACHINERY - DRUM

LGD-1-3-8/103 MJ403 MECHANICAL - HOIST MACHINERY - SHEAVE

ASSEMBLY

LGD-1-3-8/104 MJ404 MECHANICAL - HOIST MACHINERY - DRUM

DOGGING LATCH

LGD-1-3-8/105 MJ405 MECHANICAL - HOIST MACHINEY - DRUM

DOG LATCH DETAILS

LGD-1-3-8/106 MJ406 MECHANICAL - HOIST MACHINEY - LIFTING

CLEVIS

LGD-1-3-8/107 MJ407 MECHANICAL - MACHINERY BASES 1

LGD-1-3-8/108 MJ408 MECHANICAL - MACHINERY BASES 2

LGD-1-3-8/109 MJ409 MECHANICAL - MACHINERY BASES 3

LGD-1-3-8/110 MJ410 MECHANICAL - MISC DETAILS

LGD-1-3-8/111 MK101 MECHANICAL - WHEEL ASSEMBLY - CREST

WHEEL ARRANGEMENT

LGD-1-3-8/112 MK401 MECHANICAL - WHEEL ASSEMBLY -

COMPONENTS

LGD-1-3-8/113 MK402 MECHANICAL - DOGGING BEAM ROLLER -

LGD-1-3-8/114 MQ101 MECHANICAL - TRACK DOG ASSSEMBLY -

LGD-1-3-8/115 MQ401 MECHANICAL - TRACK DOG - COMPONENT

DETAILS 1

LGD-1-3-8/116 MQ402 MECHANICAL - TRACK DOG - COMPONENT

LGD-1-3-8/117 MR101 MECHANICAL - PNEUMATIC GATE SEAL - AIR

SYSTEM PLAN AND ELEVATION

LGD-1-3-8/118 MR401 MECHANICAL - PNEUMATIC GATE SEAL -

COMPONENTS

LGD-1-3-8/119 MR402 MECHANICAL - PNEUMATIC GATE SEAL -

SEAL AND RETAINER

LGD-1-3-8/120 MR403 MECHANICAL - PNEUMATIC SEAL SYSTEM -

SCHEMATIC

LGD-1-3-8/121 MT101 MECHANICAL - LIFTING BEAM - PLAN AND

ELEVATION

A 6-8-16

LGD-1-3-8/122 MT401 MECHANICAL - LIFTING BEAM - DETAILS 1

LGD-1-3-8/123 MT402 MECHANICAL - LIFTING BEAM - DETAILS 2

LGD-1-3-8/124 MT403 MECHANICAL - LIFTING BEAM - GUIDE

ROLLERS

ELECTRICAL

LGD-1-6-8/43 E-401 DCQ1 ROOM - DEMOLITION & INSTALLATION

LGD-1-6-8/44 E-402 ELECTRICAL DECK PLAN

LGD-1-6-8/45 E-403 ELECTRICAL PLAN - ELEVATION 651

LGD-1-6-8/46 E-503 SPILLWAY GATE 1 TAINTER GATE - HOIST

MOTOR CONTROL

A 6-3-16

LGD-1-6-8/47 E-601 ELECTRICAL - ONE LINE DIAGRAM -

DEMOLITION & PROPOSED

LGD-1-6-8/48 E-602 MCC - ELEVATION

LGD-1-6-8/49 E-603 ELECTRICAL CONTROL - PNEUMATIC SEAL

SYSTEM - SCHEMATIC

LGD-1-6-8/50 EI501 INSTRUMENTATION & CONTROL - PANEL

LAYOUTS - PROPOSED

LGD-1-6-8/51 EI601 INSTRUMENTATION & CONTROL - ONE LINE

DIAGRAM - PROPOSED

LGD-1-6-8/52 EI602 INSTRUMENTATION & CONTROL - WIRING

LGD-1-6-8/53 EI603 ANNUNCIATION - SCHEMATIC - PROPOSED

LGD-1-6-8/54 EI604 ELECTRIC BRAKE - CONTROL AND WIRING

LGD-1-6-8/55 ES401 FIBER OPTIC ROUTING 1

LGD-1-6-8/56 ES402 FIBER OPTIC ROUTING 2

LGD-1-6-8/57 ES403 FIBER OPTIC ROUTING 3

LGD-1-6-8/58 ES404 FIBER OPTIC ROUTING 4

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.

LGD-1-4-2/4 I-001 SOUTH, CENTRAL AND NORTH - NON-

OVERFLOW - DECK DRAINAGE AND WATER

STOPS

LGD-1-4-2/5 I-002 CENTRAL NON-OVERFLOW - PLAN AND

LGD-1-4-2/6 I-003 CENTRAL NON-OVERFLOW - ELEVATIONS

LGD-1-4-2/7 I-004 CENTRAL NON-OVERFLOW - SECTIONS

LGD-1-4-2/8 I-005 CENTRAL NON-OVERFLOW - PLAN AND

SECTIONS

LGD-1-4-2/9 I-006 SOUTH AND CENTRAL - NON-OVERFLOW -

DRAINAGE DETAILS

LGD-1-4-2/11 I-007 CENTRAL NON-OVERFLOW -

REINFORCEMENT I

LGD-1-4-2/12.1 I-008 CENTRAL NON-OVERFLOW -

REINFORCEMENT I I I

LGD-1-4-2/12.2 I-009 CENTRAL NON-OVERFLOW -

REINFORCEMENT IV

LGD-1-4-2/12.3 I-010 CENTRAL NON-OVERFLOW -

REINFORCEMENT V

LGD-1-4-2/12.5 I-011 CENTRAL NON-OVERFLOW -

REINFORCEMENT VI I

LGD-1-4-2/12.6 I-012 CENTRAL NON-OVERFLOW -

REINFORCEMENT VI I I

LGD-1-4-2/15 I-013 NORTH NON-OVERFLOW - MONOLITHS 1

AND 2 - ELEVATIONS AND SECTIONS

LGD-1-5-11/3 I-014 NORTH AND CENTRAL - NON-OVERFLOW -

MISCELLANEOUS METALS

LGD-1-4-3/1 I-015 SPILLWAY DAM - GENERAL PLAN

LGD-1-4-3/2 I-016 SPILLWAY DAM - DOWNSTREAM ELEVATION

LGD-1-4-3/3 I-017 SPILLWAY DAM - UPSTREAM ELEVATION

LGD-1-4-3/4 I-018 SPILLWAY DAM - PIER PLAN & SECTIONS

LGD-1-4-3/5 I-019 SPILLWAY DAM - OGEE & STILLING BASIN

SECTION

LGD-1-4-3/8 I-020 SPILLWAY DAM - WATERSTOP DETAILS

LGD-1-4-4/1 I-021 SPILLWAY DAM - PIER ELEVATION -

REINFORCEMENT I

LGD-1-4-4/3 I-022 SPILLWAY DAM - PIER ELEVATION -

REINFORCEMENT I I I

LGD-1-4-4/4 I-023 SPILLWAY DAM - PIER SECTIONS -

REINFORCEMENT IV

LGD-1-4-5/1 I-024 SPILLWAY BRIDGE - CONCRETE OUTLINE

LGD-1-5-8/1 I-025 SPILLWAY GATES - ELEVATION AND

GENERAL - ARRANGEMENT

LGD-1-5-8/2 I-026 SPILLWAY GATES - SECTIONAL PLANS AND

LGD-1-5-8/3 I-027 SPILLWAY GATES - SKIN PLATE AND

MISCELLANEOUS - DETAILS

LGD-1-5-8/4 I-028 SPILLWAY GATES - SEAL DETAILS

LGD-1-5-8/5 I-029 SPILLWAY GATES - TRUNNION ASSEMBLY

LGD-1-5-8/6 I-030 SPILLWAY GATES - TRUNNION YOKE

LGD-1-5-8/7 I-031 SPILLWAY GATES - HEATED SEAL PLATES

LGD-1-5-8/8 I-032 SPILLWAY GATES - ANCHORAGE

LGD-1-5-10/1 I-033 SPILLWAY STOPLOG GUIDES - PLAN,

SECTIONS & DETAILS

LGD-1-5-10/2 I-034 SPILLWAY DAM - PIER HANDRAIL - AND

MISCELLANEOUS DETAILS

LGD-1-5-10/3 I-035 SPILLWAY DAM - STOPLOGS - PLAN,

ELEVATION, SECTIONS & DETAILS

LDG-1-5-10/4 I-036 SPILLWAY DAM - STOPLOG - SECTIONS &

LGD-1-5-10/5 I-037 SPILLWAY DAM - SPILLWAY STOPLOG

LIFTING BEAM - PLAN, SECTIONS

LGD-1-5-10/6 I-038 SPILLWAY DAM - SPILLWAY STOPLOG

LIFTING BEAM - DETAILS

LGF-1-0-6/1 I-040 CENTRAL NON-OVERFLOW - PLAN AND

LGP-1.12-0-0/2 I-041 POWERHOUSE INTAKE DECK - BULKHEAD

SLOTS HANDRAIL - GENERAL PLAN

LGP-8-0-0/21 I-042 POWERHOUSE - LOADING DIAGRAMS -

GENERATOR BAY

LGN-1-5-22/1 I-043 NAVIGATION LOCK - UPPER BRIDGE -

GENERAL - PLAN, ELEVATION AND SECTION

28.02-2 I-044 MUSCLE TRUCK LOADING - (UPSTREAM

BRIDGE)

LGD-1-5-8/113 I-045 TEMPORARY SPILLWAY WEIR - TSW

ASSEMBLY - GENERAL - ARRANGEMENT -

KEY PLANS

LGD-1-5-8/114 I-046 TEMPORARY SPILLWAY WEIR - TSW

ASSEMBLY - GENERAL - TYPICAL

ARRANGEMENT AND NOTES

LGD-1-5-8/115 I-047 TEMPORARY SPILLWAY WEIR - LIFTING

BEAM - PLAN AND DETAILS

LGD-1-5-8/119 I-048 TEMPORARY SPILLWAY WEIR - TYPE 2

STOPLOGS - ASSEMBLY AND SEAL DETAILS

LGD-1-5-8/120 I-049 TEMPORARY SPILLWAY WEIR - TYPE 2

STOPLOGS - PLANS AND ELEVATIONS

LGD-1-5-8/121 I-050 TEMPORARY SPILLWAY WEIR - TYPE 2

STOPLOGS - SECTIONS AND DETAILS

LGD-1-5-8/122 I-051 TEMPORARY SPILLWAY WEIR - TYPE 2

STOPLOGS - PIN AND RECEIVER DETAILS

LGD-1-5-8/123 I-052 TEMPORARY SPILLWAY WEIR - TSW CREST

ASSEMBLY - UPSTREAM ELEVATION

LGD-1-5-8/124 I-053 TEMPORARY SPILLWAY WEIR - TSW CREST

ASSEMBLY - SECTIONAL PLANS A AND B,

LGD-1-5-8/125 I-054 TEMPORARY SPILLWAY WEIR - TSW CREST

ASSEMBLY - SECTIONS C AND D

LGD-1-5-8/126 I-055 TEMPORARY SPILLWAY WEIR - TSW CREST

ASSEMBLY - SECTIONS E-H, DETAIL

LGD-1-5-8/127 I-056 TEMPORARY SPILLWAY WEIR - TSW CREST

ASSEMBLY - SECTIONS J AND K

LGD-1-5-8/128 I-057 TEMPORARY SPILLWAY WEIR - TSW CREST

ASSEMBLY - SIDE ELEVATION AND DETAILS

LGD-1-5-8/129 I-058 TEMPORARY SPILLWAY WEIR - TSW HOLD

DOWN DEVICE - PLAN VIEW

LGD-1-5-8/130 I-059 TEMPORARY SPILLWAY WEIR - TSW HOLD

DOWN DEVICE - SECTIONS AND DETAILS

LGD-1-5-8/131 I-060 TEMPORARY SPILLWAY WEIR - TSW

DOGGING BEAMS - PLAN, ELEVATION AND

SECTIONS

LGD-1-5-8/132 I-061 TEMPORARY SPILLWAY WEIR - TSW

DOGGING BEAM DETAILS

LGD-1-5-8/133 I-062 TEMPORARY SPILLWAY WEIR - TSW AIR

VENTS AND SLOT FILLER - DETAILS

LGD-1-5-8/134 I-063 TEMPORARY SPILLWAY WEIR - CLOSURE

GATE ASSEMBLY - PLAN AND ELEVATION

LGD-1-5-8/135 I-064 TEMPORARY SPILLWAY WEIR - CLOSURE

GATE ASSEMBLY - SECTIONS AND DETAILS 1

LGD-1-5-8/136 I-065 TEMPORARY SPILLWAY WEIR - CLOSURE

GATE ASSEMBLY - SECTIONS AND DETAILS 2

LGD-1-5-8/137 I-066 TEMPORARY SPILLWAY WEIR - CLOSURE

GATE ASSEMBLY - SEAL DETAILS

LGD-1-5-8/138 I-067 TEMPORARY SPILLWAY WEIR - CLOSURE

GATE - STORAGE PLAN

LGD-1-5-8/139 I-068 TEMPORARY SPILLWAY WEIR - CLOSURE

GATE - DOGGING BEAM DETAILS

LGD-1-3-8/81 I-069 TEMPORARY SPILLWAY WEIR - CLOSURE

GATE - GUIDE WHEEL DETAILS 1

LGD-1-3-8/82 I-070 TEMPORARY SPILLWAY WEIR - CLOSURE

GATE - GUIDE WHEEL DETAILS 2

LGD-1-3-8/83 I-071 TEMPORARY SPILLWAY WEIR - TSW AND

CLOSURE GATE LIFTING

LGP-1.34-0/5 I-072 COVERAGE DIAGRAM - ELEVATION

LGP-1.34-0/6 I-073 DECK CLEARANCES

LGP-1.34-0/7 I-074 CRANE ARRANGEMENT - EAST ELEVATION

LGP-1.34-0/8 I-075 CRANE ARRANGEMENT - WEST ELEVATION

LGP-1.34-3-1/1 I-076 EQUIPMENT ARRANGEMENT

LGP-1.34-3-1/2 I-077 TROLLEY PLAN

LGP-1.34-3-1/3 I-078 TROLLEY ELEVATIONS

LGP-1.34-3-1/4 I-079 TROLLEY SECTION

LGP-1-5-0/7 I-080 POWERHOUSE MISCELLANEOUS - METAL

RAIL DETAILS - GENERAL PLAN

LGD-1-6-13/22 I-081 SPILLWAY DAM 480 VOLT CONTROL -

CENTERS DCQ1, DCQ2, DCQ3 AND - DCQ4

ELECTRICAL DIAGRAM

LGD-1-6-13/23 I-082 CONTROL CENTERS DCQ1, DCQ2, - DCQ3,

DCQ4 & POWER CENTER - DSPI

ELEMENTARY DIAGRAM

LGD-1-6-13/25 I-083 SPILLWAY AND NAVIGATION LOCK -

ANNUNCIATION - ELEMENTARY DIAGRAM

GO 1115-DCQ1 I-084 LIST OF MATERIAL FOR - 480 VOLT CONTROL

CENTER - DCQ1

D-31870 I-085 480 VOLT MOTOR CONTROL - CENTERS

DCQ1, DCQ2, DCQ3, DCQ4, - LCQ1 AND LCQ2

D-31979 I-086 480 VOLT MOTOR CONTROL - CENTER DCQ1

D-31983 I-087 ONE LINE & SCHEMATIC DIAGRAM - FOR 480

VOLT MCC - DCQ1, DCQ2, DCQ3 & DCQ4

6591-4-CD I-088 WIRING DIAGRAM - GRAPHIC SWBD SG1 &

SG2 - GENERAL PLAN

LGD-1-6-13/17.4 I-089 SPILLWAY & NON-OVERFLOW DAM - 480

VOLT CONTROL CENTER DCQ1 - WIRING

DIAGRAM

LGP-9-6-13/106 I-090 DAM AND POWERHOUSE - POWER AND

LIGHTING - ONE LINE DIAGRAM

LGP-9-6-13/107 I-091 DAM AND POWERHOUSE - POWER AND

LGP-9-6-13/108 I-092 DAM AND POWERHOUSE - POWER AND

LGP-9-6-13/109 I-093 DAM AND POWERHOUSE - POWER AND

LGP-9-6-13/110 I-094 DAM AND POWERHOUSE - POWER AND

LGP-9-6-13/111 I-095 DAM AND POWERHOUSE - POWER AND

LGP-9-6-13/112 I-096 DAM AND POWERHOUSE - POWER AND

LGD-1-4-2/14 I-097 NORTH NON-OVERFLOW - MONOLITHS 1, 2 &

3 - PLAN AND SECTIONS

LGD-1-4-2/24 I-098 NORTH NON-OVERFLOW - SECTIONS

LGD-1-4-2/20 I-099 NORTH NON-OVERFLOW - MONOLITH 3 -

REINFORCEMENT III

LGD-1-4-2/4 I-100 SOUTH, CENTRAL AND - NORTH NON-

OVERFLOW - DECK DRAINAGE AND WATER

STOPS

LGD-1-4-2/16 I-101 NORTH NON-OVERFLOW - MONOLITH 3 -

ELEVATIONS AND SECTIONS

LGD-1-5-11/3 I-102 NORTH & CENTRAL NON-OVERFLOW -

MISCELLANEOUS METALS

LGD-1-4-2/22 I-103 NORTH & CENTRAL NON-OVERFLOW -

HATCH COVERS AND FRAMES

LGD-1-4-2/23 I-104 NORTH NON-OVERFLOW - MONOLITH 2 -

ELEVATOR BUILDING

60-167-1_R5 I-105 GENERAL ARRANGEMENT

60-167-2_R1 I-106 FLOOR LAYOUT

60-150-1_R3 I-107 GANTRY LEGS

62-131-1_R3 I-108 STRUCTURE ASSEMBLY

33-611-1_R3 I-109 MAIN LOWER BLOCK

33-611-2_R2 I-110 MAIN LOWER BLOCK

33-611-3_R3 I-111 MAIN LOWER BLOCK

LGG-1-0-1/320 I-112 COVER SHEET AND LOCATION MAPS

LGG-1-0-1/321 I-113 INDEX TO DRAWINGS

LGD-1-5-10/8 I-114 UPSTREAM ISOMETRIC

LGD-1-5-10/9 I-115 DOWNSTREAM ISOMETRIC

LGD-1-5-10/10 I-116 ISOMETRIC SECTIONS 1

LGD-1-5-10/11 I-117 ISOMETRIC SECTIONS 2

LGD-1-5-10/12 I-118 PLAN AND ELEVATIONS

LGD-1-5-10/13 I-119 PLAN, SECTIONS, AND DETAILS

LGD-1-5-10/14 I-120 SECTIONS AND DETAILS

LGD-1-5-10/15 I-121 ASSEMBLY AND SEAL DETAILS

(End of clause)

Contract drawings created on CAD will be available in electronic form for use by the Contractor. No For Information Only drawings are available on CAD. The Contractor assumes all risks associated in using electronic CAD 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 CAD drawing. If contract modifications are issued, the associated electronic CAD drawings will not be available to the Contractor. Electronic copies of CAD drawings are only available in Bentley MicroStation format. The Government will provide the files on CD ROM.

SECTION L - INSTRUCTIONS, CONDITIONS AND NOTICES TO BIDDERS

The following have been modified:

LIABILITY

REQUIRED LIABILITY INSURANCE PURSUANT TO FAR 28.306

In accordance with the clause 52.228-5 Insurance – Work on a Government Installation, the Contractor shall procure and maintain during the entire period of his performance under this contract the following minimum insurance:

(i) Coverage complying with state laws governing insurance requirements pertaining to Workmen’s Compensation and Employers” Liability Insurance.

(ii) Bodily injury liability insurance with minimum limits of $500,000 per occurrence shall be required on the comprehensive form of policy.

(iii) Automobile bodily injury and property damage liability with minimum limits of $200,000 per person and $500,000 per occurrence for bodily injury liability; and $20,000 per occurrence for property damage liability shall be required.

(iv) The coverage required under Longshore and Harbor Workers Compensation Act, if applicable.

(v) The Insurance Certificate will name the Walla Walla District, U.S. Army Corps of Engineers, 201 N. Third Avenue, Walla Walla, Washington 99362 as the Certificate Holder.

ENVELOPE(S), PURSUANT TO FAR 14.201-5

Envelope (s) shall be plainly marked with the following information:

Solicitation No. __________________________________ Opening Date ___________________________________ Number of each amendment which has been received

EXTENT OF SMALL DISADVANTAGED BUSINESS CONCERN PARTICIPATION IN

SUBCONTRACTING.

If a large business is selected for this contract, it must comply with FAR 52.219-9, Small Business Subcontracting Plan, regarding the requirement for a subcontracting plan on the portion of the work it intends to subcontract. The agency subcontracting goals are: a minimum of 42.5 percent of the Contractor’s intended subcontract amount be placed with small businesses, including 18 percent with small disadvantaged businesses; a minimum of 5.0 percent of the intended subcontract amount shall be placed with woman-owned small businesses; a minimum of 9.0 percent with HUBZone small businesses; a minimum of 3.0 percent with veteran-owned small businesses; and a minimum of 4.5% percent placed with service-disabled veteran-owned small businesses.

CONTRACTOR RESPONSIBILITY, PREAWARD SURVEY

In order to determine a contractor’s responsibility for purposes of contract award the contractor is required to provide a statement regarding previous experience and past performance in performing comparable work, information related to the business organization, financial resources, and/or plant to be used in performing the work.

(See the Attention to Bidders form included in this solicitation.) In accordance with FAR 9.104-1, to be determined responsible, a prospective contractor must –

(a) Have adequate financial resources to perform the contract, or the ability to obtain them;

(b) Be able to comply with the required or proposed delivery or performance schedule, taking into consideration all existing commercial and governmental business commitments;

(c) Have a satisfactory performance record. (A prospective contractor shall not be determined responsible or nonresponsible solely on the basis of a lack of relevant performance history except as provided in FAR 9.104-2);

(d) Have a satisfactory record of integrity and business ethics;

(e) Have the necessary organization, experience, accounting and operational controls, and technical skills, or the ability to obtain them;

(f) Have the necessary production, construction, and technical equipment and facilities, or the ability to obtain them;

and

(g) Be otherwise qualified and eligible to receive an award under applicable laws and regulations.

BIDDER INQUIRY:

Bidder/Offeror Solicitation Questions:

All inquiries regarding this solicitation are to be submitted via Bidder Inquiry. Telephone and email inquiries will not be accepted. Bidder Inquiry is a web‐site that allows bidders to post questions regarding the solicitation and view all questions by other bidders and responses by USACE. Bidder Inquiry can be accessed through ProjNet at (https://www.projnet.org)

To submit and review inquiry items, prospective vendors will need to use the Bidder Inquiry Key presented below and follow the instructions listed below the key for access. A prospective vendor who submits a comment /question will receive an acknowledgement of their comment/question via email.

Another email to the same address will notify the prospective vendor once the reply is available for viewing.

The Bidder Inquiry Key is: Z83P47‐3EAKHB

Specific Instructions for ProjNet Bid Inquiry Access:

1. From the ProjNet home page linked above, click on Quick Add on the upper right side of the screen.

2. Identify the Agency. This should be marked as USACE.

3. Key. Enter the Bidder Inquiry Key listed above.

4. Email. Enter the email address you would like to use for communication.

5. Click Continue. A page will then open saying that a user account was not found and will ask you to create one using the provided form.

6. Enter your First Name, Last Name, Company, City, State, Phone, Email, Secret Question, Secret

Answer, and Time Zone. Make sure to remember your Secret Question and Answer as they will be used from this point on to access the ProjNet system.

7. Click Add User. Once this is completed you are now registered within ProjNet and are currently logged into the system.

Instructions for Entering Questions:

1. After you are logged in click on the "post new inquiry", it is on the left side of the window under the Word "Submit" a.) This is the window where you will enter your questions b.) Comment Classification: Click on the down arrow to the right of the words “Please select from below”, select “Public” c.) Discipline: This is where you select who this question should be directed to. Example; if the question is about an electrical drawing or specification select: “Electrical” from the pull down list.

d.) Sheet. Enter the sheet number of the drawing you are asking about.

e.) Detail. Enter the detail name of the detail shown on the drawing that you are asking about.

f.) Specification. Enter the Specification number and paragraph number.

g.) File. Use this if you are going to attach a pdf file.

h.) Question. Enter your question here.

Specific Instructions for Future ProjNet Bid Inquiry Access:

1. For future access to ProjNet, you will not be provided any type of password. You will utilize your Secret Question and Secret Answer to log in.

2. From the ProjNet home page linked above, click on Quick Add on the upper right side of the screen.

3. Identify the Agency. This should be marked as USACE.

4. Key. Enter the Bidder Inquiry Key listed above.

5. Email. Enter the email address you used to register previously in ProjNet.

6. Click Continue. A page will then open asking you to enter the answer to your Secret Question.

7. Enter your Secret Answer and click Login. Once this is completed you are now logged into the system.

For questions about the ProjNet Bidder Inquiry, please contact the Call Center help desk toll free at 1‐800‐428‐HELP, which operates from 8AM to 5PM (Central US time zone). Bidder inquiry help questions can also be emailed to the helpdesk at staff@rcesupport.com.

INSTRUCTION, CONDITIONS AND NOTICES TO OFFERORS

Following is language from the solicitation covering Basis for Award, factors to be evaluated, the proposal submission instructions and evaluation approach. In the case of any discrepancy, the language in the solicitation as issued or amended controls.

Proposal Submission

The offeror’s proposal shall be submitted in hard copy, with accompanying digital copies, as set forth below. The RFP shall provide the Government address and receipt date for proposal submittal.

The offeror’s proposal shall consist of two (2) volumes. The Volumes are: Volume I - Technical, Past Performance, and Small Business Participation Volume II - Price, Solicitation, Offer and Award Documents and Certifications/Representations.

Files shall not contain classified data. The use of hyperlinks in proposals is prohibited. Proposals must be submitted in hard copy AND in electronic format. The electronic files shall contain identical information to the hard copy files.

Offerors are cautioned that “parroting” of the Technical requirements with a statement of intent to perform does not reflect an understanding of the requirement or capability to perform. Offerors are responsible for including sufficient details to permit a complete and accurate evaluation of each proposal. Proprietary information shall be clearly marked.

Proposal Submission Requirements.

Each volume shall be submitted in a separate three-ring binder. Any pages that are changed (as a result of negotiations or proposal revisions) should be of a different color and have changed information clearly marked by a vertical line in the right margin of the page. The revised pages shall be dated. Each binder shall be clearly labeled with its Title and a copy number (e.g., copy 1 of 5).

Printing should be single spaced. Each paragraph shall be separated by at least one blank line. A standard, 12-point minimum font size applies. Arial or New Times Roman fonts are required. Tables and illustrations may use a reduced font size no less than 8- point and may be landscape.

The following volumes of material shall be submitted:

VOLUME TITLE PRINTED COPIES ELECTRONIC COPIES

Volume I Original + 5 1 Volume II Original + 1 1

Proposal Files.

Format. The submission shall be clearly indexed and logically assembled. Each volume shall be clearly identified and shall begin at the top of a page. All pages of each volume shall be appropriately numbered and identified by the complete company name, date and RFP number in the header and/or footer. A Table of Contents should be created using the Table of Content feature in MS Word. MS Word (doc) files shall use the following page setup parameters:

Margins – Top, Bottom, Left, Right – 1” From Edge – Header, Footer 0.5” Page Size, Width – 8.5” Page Size, Height – 11” Font, greater than 11 NOTE: 11X17 folded pages are acceptable for tables/graphic representations The following additional restrictions apply:

File Packaging. All of the proposal files shall be compressed (zipped) into one file entitled proposal zip using WinZip version 6.2 or later, or as separate uploads in their native format, i.e. doc, xls, ppt, etc., and provided on CDs or DVDs. Zip disks are not permitted. Files shall be in read-only format, using PDF files. All price breakdown information to aid in the Price evaluation shall be submitted in Microsoft Office Excel Read/Write format and viewable in Microsoft Excel 2007. Each disc shall be externally labeled with the volume number, date, and the offeror’s name. **Please note – Self extracting exe files are not acceptable. **If the hard-copy proposal differs from the electronic version, the electronic copy will govern.

Content Requirement. All information shall be confined to the appropriate file. The offeror shall confine submissions to essential matters, sufficient to define the proposal in a concise manner, to permit a complete and accurate evaluation of each proposal. Each file of the proposal shall consist of a Table of Contents, Summary Section, and the Narrative discussion. The Summary Section shall contain a brief abstract of the file. Proprietary information shall be clearly marked. The following shall be included in the Narrative discussion:

(i) VOLUME I – Technical. The volume shall be organized into the following sections:

(1) Section 1 – Factor 1: Technical Sub-Factor A: Technical Work Plan Sub-Factor B: Experience

(ii) VOLUME I – Past Performance. This volume shall contain current and past performance information regarding similar contracts. This volume shall not exceed 25 pages plus five pages for each major subcontractor and fabricator, excluding Past Performance Questionnaire Forms. Offerors shall submit all Government and/or commercial contracts for the prime offeror and each major contract currently in performance or awarded during the past six years, from the issue date of this RFP, which are relevant to the efforts required by this solicitation. Relevant efforts are defined as services/efforts that are the same as or similar to the effort required by the RFP. Data concerning the offeror shall be provided first, followed by each proposed major subcontractor, in alphabetical order. The Offeror shall also submit the written consent of its major subcontractors to allow the disclosure of its subcontractor’s past performance information to the Offeror. In addition, letters of commitment shall be included for all major subcontractors for their past performance to be considered. This volume shall be organized into the following sections:

(1) Section 1 – Contract Descriptions. This section shall include the following information in the following format. Ensure all information is current and accurate.

(a) Contractor/Subcontractor place of performance, CAGE Code and DUNS Number. If the work was performed as a subcontractor, also provide the name of the prime contractor and Point of Contact (POC) within the prime contractor organization (name, and current address, e-mail address, and telephone and fax numbers).

(b) Government contracting activity, (or private firm) and current address, Procuring Contracting Officer’s name, e-mail address, telephone and fax numbers.

(c) Technical representative/COR and current email address, telephone and fax numbers.

(d) Government contract administration activity and the Administrative Contracting Officer’s name, current e-mail address, telephone and fax number.

(e) Government contract administration activity’s Pre-Award point of contact name, and current e-mail address, telephone and fax numbers.

(f) Contract Number and, in the case of Indefinite Delivery type contracts, GSA contracts, and Blanket Purchase Agreements, include Delivery Order Numbers.

(g) Contract Type (specific type such as Fixed-Price (FP), Cost Reimbursement (CR), Time & Material (T&M), etc.). In the case of Indefinite Delivery contracts, indicate specific type (Requirements, Definite Quantity, and Indefinite Quantity) and secondary contract type (FP, CR, T&M, etc.).

(h) Awarded price.

(i) Final or projected final price.

(j) Original delivery schedule, including dates of start and completion or work.

(k) Final or projected final, delivery schedule, including dates of start and completion of work.

(2) Section 2 – Performance. Offerors shall provide a specific narrative explanation of each contract listed in Section 1 - Contract Description, describing the objectives achieved and detailing how the effort is relevant to the requirement of this RFP.

(a) For any contracts that did not/do not meet original schedule or technical performance requirements, provide a brief explanation of the reason(s) for the shortcomings and any corrective action(s) taken to avoid recurrence. The offerors shall list each time the delivery schedule was revised and provide an explanation of why the revision was necessary. All Requests for Deviation and Requests for Waiver shall be addressed with respect to causes and corrective actions. The offerors shall also provide copy of any Cure Notices or Show Cause Letters received on each contract listed and a description of any corrective action implemented by the offeror or proposed subcontractor. The offerors shall indicate if any of the contracts listed were terminated and the type and reasons for the termination.

(b) For all contracts, the offeror shall provide data on all manufacturing warranty returns. Data shall delineate total number of warranty returns, number of Could Not Duplicate (CND), number of failures attributable to GFE component failures, and number and nature of failures attributable to the offeror’s delivered product.

(3) Section 3 – Subcontracts. Offerors shall provide an outline of how each effort in the Experience Factor demonstrates work with current proposed subcontractors, if applicable. The information provided for the prime offeror and each proposed major subcontractor must include the entire company name, company address, CAGE Code, DUNS Number and type of work performed. This includes all subcontractors who provided critical hardware/services or whose subcontract is for more than 10% of the total proposed Price.

(4) Section 4 – New Corporate Entities. New corporate entities may submit data on prior contracts involving its officers and employees. However, in addition to the other requirements in this section, the offeror shall discuss in detail the role performed by such persons in the prior contracts cited. Information should be included in the files described in the sections above. Letters of Commitment shall be included in the proposal for these employees in order to be considered.

(5) Section 5-Past Performance Questionnaire. For all contracts identified in Section 1 - Contract Descriptions, a Past Performance Questionnaire, Appendix D, must be completed and submitted. The offeror shall complete Part I of the Past Performance Questionnaire and e-mail the questionnaire to both the Government contracting activity and technical representative responsible for the current and past contract.

The Point of Contacts (POCs) shall be instructed to electronically complete Part II of the questionnaire and e-mail the entire questionnaire to the Contracting Office no later than the proposal due date, to The offeror must submit, with its proposal, a list of all the POCs who were sent questionnaires. The POC List shall be submitted in Word for Windows Table Format to include the following fields: Solicitation Number;

Company Name; Contract Number; Government Agency; POC Last Name, First Name; POC Title; POC Telephone Number; POC E-mail Address; and Date E-Mail to POC (month/day).

(6) Section 6-Submissions. Offerors are discouraged from providing points of contact with another contractors’ facility, i.e., in case an offeror (or one of his/her team members) is in a subcontract with another contractor who has submitted a proposal on the same requirement. Offerors shall provide and submit the prime contract number and all Governmental agency points of contact (POC) in lieu of subcontract numbers or prime contract POCs in situations as described above.

(iii) VOLUME I – Small Business Participation Form – See Appendix F, Enclosure 4

(iv) VOLUME II – Price. This volume shall consist of all information, required to support proposed prices. Certified pricing data is not currently required; however, the Government reserves the right to request such data prior to award. There are no page limitations for this volume.

The offeror shall ensure that the information submitted in this volume is consistent with and fully supports the amounts set forth in the SF1442 and continuation sheets.

(v) VOLUME II – SOLICITATIONS, OFFER AND AWARD DOCUMENTS AND

CERTIFICATIONS/REPRESENTATIONS

Certifications and Representations – Each offeror shall complete (fill-in and signatures) the solicitation sections indicated below using the file (without modification to the file) provided with the RFP. An authorized official of the firm shall sign the SF 1442 and all certifications requiring original signature. An Acrobat PDF file shall be created to capture the signatures for submission.

Section 00010 – Standard Form 1442 Solicitation, Offer and Award (Construction, Alteration or Repair) Section 00600 – Representations, Certification and Other Statements of Offerors Solicitations, Offer and Award Documents and Certifications/Representations shall not be submitted separately from that submitted in VOLUME II – SOLICITATIONS, OFFER AND AWARD DOCUMENTS AND

CERTIFICATIONS /REPRESENTATIONS.

SECTION M - EVALUATION FACTORS FOR AWARD

BASIS FOR AWARD

The award will be made based on the best overall (i.e., best value-tradeoff) proposal that is determined to be the most beneficial to the Government, with appropriate consideration given to the four (4) evaluation factors: Technical, Past Performance, Small Business Participation and Price. The technical (Factor 1) is more important that Past Performance (Factor 2), which is significantly more important the Small Business (Factor 3). All evaluation factors other than cost or price, when combined are significantly more important than cost or price.

To receive a consideration for award, a rating of no less than “Acceptable” must be achieved for the Technical factor (to include all subfactors). Offerors will be cautioned that the award may not necessarily be made to the lowest priced offered.

FACTORS AND SUB-FACTORS TO BE EVALUATED

The following evaluation factors and subfactors will be used to evaluate each proposal. Award will be made to the offeror whose proposal is most advantageous to the Government based upon an integrated assessment of the evaluation factors and subfactors described below.

The proposal will be evaluated on four factors: Technical, Past Performance, Small Business Participation, and Price.

Further description of each factor and additional information pertaining to evaluation standards are provided in Sections D.1 through Section D.4, below the following outline.

The information requested for each of the factors shall be included in the appropriate volume and tab as indicated in Section III.B.2:

• Factor 1 – Technical

• Subfactor A – Technical Work Plan

• Subfactor B – Experience

• Factor 2 – Past Performance

• Factor 3 – Small Business Participation

• Factor 4 – Price

EVALUATION APPROACH

All proposals will be evaluated by the Source Selection Evaluation Board (SSEB).

The overarching evaluation approach for all factors and subfactors is as follows:

a. Adequacy of Response. The proposal will be evaluated to determine whether the offeror’s methods and approach have adequately and completely considered, defined, and satisfied the requirements specified in the RFP. The proposal will be evaluated to determine the extent to which each requirement has been addressed in the proposal in accordance with the proposal submission section of the RFP.

b. Feasibility of Approach. The proposal will be evaluated to determine the extent to which the proposed approach is workable and the end results achievable. The proposal will be evaluated to determine the extent to which successful performance is contingent upon proven devices and techniques. The proposal will be evaluated to determine the extent to which the offeror is expected to be able to successfully complete the proposed tasks and technical requirements within the required schedule.

The Technical Factor Ratings, excerpted below focus on the strengths, deficiencies, weaknesses, risks and uncertainties of the offeror's proposal. The color rating depicts how well the offeror’s proposal meets the Technical subfactor requirements.

1. Factor I - Technical This factor is comprised of the two (2) subfactors. All Subfactors are equal in importance to each other.

TABLE 1 – COMBINED TECHNICAL/RISK RATINGS

Color Rating Description

Blue Outstanding Proposal meets requirements and indicates an exceptional approach and understanding of the requirements. Strengths far outweigh any weaknesses. Risk of unsuccessful performance is very low.

Purple Good Proposal meets requirements and indicates a thorough approach and understanding of the requirements. Proposal contains strengths which outweigh any weaknesses. Risk of unsuccessful performance is low.

Green Acceptable Proposal meets requirements and indicates an adequate approach and understanding of the requirements. Strengths and weaknesses are offsetting or will have little or no impact on contract performance.

Risk of unsuccessful performance is no worse than moderate.

Yellow Marginal Proposal does not clearly meet requirements and has not demonstrated an adequate approach and understanding of the requirements. The proposal has one or more weaknesses which are not offset by strengths. Risk of unsuccessful performance is high.

Red Unacceptable Proposal does not meet requirements and contains one or more deficiencies. Proposal is unawardable.

a. Subfactor A: Technical Work Plan and Schedule

This subfactor evaluates the offeror’s understanding of the required scope of work and evaluates the offerors capabilities and availability of resources necessary to complete all requirements. The offeror should propose a work plan that:

1) Clearly identifies the major tasks and outlines all work necessary to complete those tasks. At a minimum, the schedule must include the below tasks:

a. Fabrication of ASW

b. Painting of ASW

c. Delivery of ASW

d. TSW removal and placement in storage area

e. ASW installation

f. Commissioning/testing of ASW

g. Training

2) Clearly present the critical path to complete all major tasks.

3) Discuss how work to complete one task may impact or be impacted by work to complete other tasks.

4) Clearly distinguish which work will be completed on-site versus work that will be completed off-site.

5) Clearly identify where off-site work will be accomplished.

6) Identify any critical assumptions and uncertainties that may impact the completion of work and to identify methods to check assumptions and address uncertainties.

7) Document capabilities and availability of resources necessary to complete all required major tasks above.

8) List all major pieces of equipment and specialty tools necessary and available to complete all major tasks.

9) List any specialty work crews or individuals required to complete unique or special tasks.

10) List all critical subcontractors with their respective role and responsibility to complete all major tasks.

Provide a schedule reflecting the above information that identifies the planned activities, order of major tasks identified, task dependencies and durations proposed to successfully accomplish the entire project from notice to proceed to final commissioning, training and contract close-out.

Any assumptions made by the offeror shall be clearly illustrated in the proposal. Contractor should assume, for evaluation purposes only, an award date of 01 July 2016. Notice to Proceed is dependent on contractor’s timely submission of proper bonds.

Provide an invoicing plan which is in concert with the Offeror’s proposed schedule and also takes into consideration both the supply and construction nature of this contract.

c. Subfactor B: Experience

This subfactor evaluates the experience, approach and…