W912DW19R0004-R0003.pdf

USA ENGINEER DISTRICT, SEATTLE

MONIQUE PAANO

PH: 206-764-6084 FAX: 206-764-6817

MONIQUE.A.PAANO@USACE.ARMY.MIL

SEATTLE WA

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

W912DW19R0004 R0003

HAHD Spillw ay Gates, Ravensdale, WA

(see continuation page)

1. CONTRACT ID CODE PAGE OF PAGES

1 9

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

16C. DATE SIGNED

BY 25-Mar-2019

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 W912DW19R0004

X 9B. DATED (SEE ITEM 11)

13-Feb-2019

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

25-Mar-2019

CODE

USA ENGINEER DISTRICT, SEATTLE

ATTN: CENWS-CT

4735 EAST MARGINAL WAY SOUTH, BLDG. 1202

SEATTLE WA 98134-2388

W912DW 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE W912DW

FACILITY CODECODE

EMAIL:TEL:

W912DW19R0004

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION 00 01 15 - LIST OF DRAWING SHEETS

The following have been modified:

INDEX OF DRAWINGS

ATTACHMENT 00 72 00-A

INDEX OF DRAWINGS

DRAWING FILE NO.E-56-13-17, DATED 14 DEC 2018

PAGE

NUMBER

SHEET

NUMBER TITLE

REVISION

NUMBER DATE

GENERAL

1 G-001 TITLE, LOCATION AND VICINITY MAPS

2 G-002 DRAWING INDEX

3 G-101 OVERALL SITE PLAN R0002 3/13/19

STRUCTURAL

4 S-001 STRUCTURAL GENERAL NOTES

5 SD101 STRUCTURAL DEMOLITION PLAN

6 S-501 STRUCTURAL DETAILS

7 S-502 STRUCTURAL DETAILS

8 S-503 STRUCTURAL COORDINATION

MECHANICAL

9 M-001

MECHANICAL ABBREVIATIONS AND

GENERAL NOTES

10 M-101

GENERAL PROJECT DESCRIPTION -

MECHANICAL

11 MD102 DEMOLITION OF MACHINERY

12 M-110 TAINTER GATE & MACHINERY LAYOUT R0003 3/22/19

13 M-111 HOIST AND PLATFORM GRATING DETAILS

14 M-112 LINE SHAFT & BEAM I

15 M-113 LINE SHAFT & BEAM II

16 M-114 SAFElY RAILS AND LADDERS

17 M-120 HOIST DRUM ASSEMBLY

18 M-121 DRUM DETAILS I

19 M-122 DRUM DETAILS II

20 M-123 DRUM DETAILS Ill

21 M-124 PARALLEL REDUCER OUTPUT SHAFT

SHEET

NUMBER TITLE

REVISION

NUMBER DATE

22 M-125

ENCODER & LIMIT SWITCH MOUNTING

DETAILS

23 M-130 TRUNNIONS

24 M-131 TRUNNION COMPONENT DETAILS 1

25 M-132 TRUNNION COMPONENT DETAILS 2

26 M-133 TRUNNION ALIGNMENT

27 M-134 YOLK ALIGNMENT COMPONENTS

28 M-140 GATE ATTACHMENT ASSEMBLY

29 M-141 GATE ATTACHMENT DETAILS I

30 M-142 GATE ATTACHMENT DETAILS II

31 M-143 GATE ATTACHMENT DETAILS Ill

32 M-150 GATE SIDE SEALS

33 M-151 GATE ALIGNMENT ROLLERS

34 M-152 GATE ROLLER ASSEMBLY

35 M-153 GATE ROLLER MOUNTING DETAILS R0002 3/13/19

36 M-154

WIRE ROPE PROTECTORS AND REPAIR

EMBEDDED STAINLESS STEEL PLATES

37 M-160

BLASTING AND COATING 1 - TAINTER

GATES & SURROUNDING

38 M-161

BLASTING AND COATING 11 - (D/S 36"

VALVE & SURROUNDINGS)

ELECTRICAL

39 E-001 ELECTRICAL LEGEND AND

NOMENCLATURE

40 E-002 ELECTRICAL ABBREVIATIONS AND

GENERAL NOTES

41 ED101 ELECTRICAL DEMOLITION PLAN

42 ED201 EXISTING HOIST MACHINERY SETUP

43 ES101 ELECTRICAL SITE PLAN

44 E-110 TAINTER GATE & MACHINERY LAYOUT

45 E-500 CONTROL CABINET LAYOUT R0001 3/6/19

SHEET

NUMBER TITLE

REVISION

NUMBER DATE

46 E-601 ONE-LINE DIAGRAM R0001 3/6/19

47 E-603 GATE #1 & #2 - CONTROL SCHEMATIC

REFERENCE DRAWINGS

These drawings are furnished for information only and the Government does not warrant that existing conditions will be as shown. Deviations can be anticipated and shall not be the basis for a claim for additional compensation. Field verify existing conditions before commencing with the work.

13 R1 CABLE FITTINGS

14 R2 CABLE FITTINGS

15 R3 WIRE ROPE ASSEMBLY

16 R4

MECHANICAL – SPILLWAY GATE HOIST-HIGH

SPEED SHAFT & WIRE ROPE

17 R5

DRUM ASSEMBLY, SHAFT & SHAFT

EXTENSION ASSEMBLY

18 R6

DRUM ASSEMBLY, SHAFT & SHAFT

EXTENSION ASSEMBLY

19 R7 WIRE ROPE ASSEMBLY

20 R8 EYEBOLT, NUT & PIN DETAILS

21 R9 DRUM FITTINGS

22 R10 CABLE FITTINGS

23 R11 EYE BOLT, NUTS AND PIN

24 R12 CABLE ASSEMBLIES

25 R13 SPILLWAY GATES – GENERAL

26 R14

SPILLWAY GATES – ELEVATIONS AND

SECTIONS

27 R15 SPILLWAY GATES DETAILS I

28 R16 SPILLWAY GATES DETAILS II

29 R17 SPILLWAY GATES DETAILS III

30 R18 SPILLWAY GATES TRUNNION HUB

31 R19 SPILLWAY GATES TRUNNION YOKE

SHEET

NUMBER TITLE

REVISION

NUMBER DATE

32 R20 SPILLWAY GATES SIDE AND SILL SEAL

33 R21

TRUNNION INTERMEDIATE PIER GIRDER

ANCHORAGE

34 R22 TRUNNION END PIER GIRDER ANCHORAGE

35 R23 TRUNNION ANCHORAGE ELEVATIONS

36 R24 TRUNNION GIRDER REINFORCING I

37 R25 TRUNNION GIRDER REINFORCING II

38 R26 MISCELLANEOUS HATCHES

39 R27

SPILLWAY MONOLITHS – PLAN AND

DOWNSTREAM ELEVATION

40 R28

SPILLWAY MONOLITHS – UPSTREAM

ELEVATION AND SECTIONS

41 R29

SPILLWAY MONOLITHS – RIGHT END PIER

MASONRY I

42 R30

MASONRY II

43 R31

MASONRY III

R32

MASONRY IV

45 R33

SPILLWAY MONOLITHS – INTERMEDIATE PIER

46 R34

SPILLWAY MONOLITHS – INTERMEDIATE PIER

R35

SPILLWAY MONOLITHS – LEFT END PIER

R36

R37

MASONRY III

R38

MASONRY IV

51 R39

BRIDGES – SPILLWAY BRIDGE PLAN,

ELEVATION AND SECTION

SHEET

NUMBER TITLE

REVISION

NUMBER DATE

52 R40 BRIDGES – SPILLWAY BRIDGE DETAILS

53 R41 BRIDGES – SPILLWAY BRIDGE REINFORCING I

54 R42 BRIDGES – SPILLWAY BRIDGE REINFORCING II

55 R43 BRIDGES – SPILLWAY BRIDGE CATWALK

R44

BRIDGES – SPILLWAY BRIDGE CATWALK

DETAILS

R45

BRIDGES – SPILLWAY BRIDGE CATWALK

OPTION

R46

BRIDGES – TRUNNION BRIDGE – PRECAST

OPTION

R47

BRIDGES – TRUNNION BRIDGE MASONRY &

REINFORCING

60 R48 BRIDGES – TRUNNION BRIDGE DETAILS I

61 R49 HIGH SPEED SHAFT DETAILS AND ASSEMBLY

62 R50 SPILLWAY GATE HOIST BULL GEAR

63 R51 SPILLWAY GATE HOIST INTERMEDIATE SHAFT

R52

MECHANICAL – GATE HOIST – PLAN AND

SECTIONS

R53

MECHANICAL – SPILLWAY GATE HOIST –

GEARS AND DRUM

66 R54

DRUM DETAILS

67 R55

HIGH SPEED SHAFT & WIRE ROPE

68 R56

MECHANICAL – SPILLWAY GATE HOIST -

FRAME

69 R57 ELECTRICAL – SPILLWAY BRIDGE CATWALK III

R58

ELECTRICAL – SPILLWAY GATE HOIST –

INTERMEDIATE PIER

R59

ELECTRICAL – SPILLWAY GATE HOIST – RIGHT

END PIER

72 R60 ELECTRICAL – SPILLWAY BRIDGE CATWALK IV

SHEET

NUMBER TITLE

REVISION

NUMBER DATE

73 R61

ELECTRICAL – SPILLWAY GATE HOIST – LEFT

END PIER

74 R62 ELECTRICAL – SPILLWAY BRIDGE CATWALK II

R63

ELECTRICAL – SPILLWAY GATE HOIST –

INTERMEDIATE PIER II

R64

POOL RAISING STRUCTURAL MODIFICATION –

GATE SEAL OIL HEATING

R65

CONTROL CABINETS GSOH1, GSOH2, GSOH3

POOL RAISING STRUCTURAL MODIFICATIONS

R66

CONTROL CABINETS GSOH1, GSOH2, GSOH3

79 R67

GATE SEAL OIL HEAT

80 R68

GSOH1, GSOH2, GSOH3 WIRING DIAGRAM –

R69

MECHANICAL – SPILLWAY GATE SEAL

HEATING

82 R70 MECHANICAL – PIPING – PLAN

83 R71

MECHANICAL – GATE SEAL HEATING AND AIR

BUBBLER PIPING DETAILS

84 R72 ELECTRICAL – SPILLWAY BRIDGE CATWALK I

R73

ELECTRICAL – DIAGRAM IX – SPILLWAY GATE

SEAL OIL HEATING SYSTEM

End of Attachment 00 72 00-A

(End of Summary of Changes)

The following items are applicable to this modification:

R0003

1. This amendment three (0003) provides for the following changes:

a. Revision to M-110

b. Revision to 00 73 00-A (Index of Drawings)

2. The proposal submittal date and time of 27 Mar 2019 at 1:00:00 PM Pacific Time remains the same.

3. The attached revised sections are to be replace in their entirety. Specifications changes are generally identified, for convenience, either by strikeout for deletions, and double underlining of text for additions or a single dark line in the margin. All portions of the revised sections shall apply whether or not changes have been indicated.

4. NOTICE TO OFFERORS: Offerors must acknowledge receipt of this amendment by number and date on offer.

Encl:

M-110 (revised) 00 73 00-A (revised)

M-110

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SCALE IN FEET

0 8'4'SCALE: 1/4"=1'-0"

TAINTER GATE MACHINERY (PLAN)

ELEV = 1205.0

ELEV = 1195.0

BRIDGE ELEV = 1228

BENEATH BRIDGE

PIER CONTOUR

BRIDGE ELEV = 1228

D/S WIER

D/S WIER

TAINTER GATE #2

TAINTER GATE #1

LINE SHAFT & BEAM

T A

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HOIST MACHINERY BILL OF MATERIALS (BASIS OF DESIGN)

PART CALLOUT DESCRIPTION MFR PART # / MATERIAL QUANTITY/GATE

HH-H-001

HH-H-002

HH-H-003

HH-H-005

HH-H-006

HH-H-007

HH-H-008

HH-H-009

HH-H-010

HH-H-011

HH-H-012

HH-H-013

HH-H-014

HH-H-015

HH-H-016

HH-H-017

HH-H-018

HH-H-019

ELECTRIC MOTOR

BRAKE

HH-H-004

(RIGHT SIDE)

RIGHT ANGLE REDUCER

(RIGHT SIDE)

PARALLEL SHAFT REDUCER

DRUM SHAFT BEARING

HANSEN P4 , SIZE N, 450:1 NOMINAL RATIO

DODGE BEARINGS, CP4B052-USAF-908TT, PART#039226

LIMIT SWITCH

ENCODER

HMT 25 E-F4-SS-_X_-A1-_S-M18-S

BEI SENSORS, HMT25 ABSOLUTE MULTI-TURN ENCODER,

LINE SHAFT 2 1/4" DIAMETER , 17-4 PH STAINLESS STEEL, SEE SHEET M-113

LINE SHAFT BEAM W14X90, SEE SHEET M-112

LINE SHAFT COUPLING

(CENTER)

LINE SHAFT COUPLING

LINE SHAFT BEARING

(LEFT SIDE)

PARALLEL SHAFT REDUCER HANSEN P4 , SIZE N, 450:1 NOMINAL RATIO

(LEFT SIDE)

RIGHT ANGLE REDUCER

WIRE ROPE DRUM SEE SHEET M-120

DRUM SHAFT KEY 4140 STEEL

SPACER

LINE SHAFT BEARING SEE SHEET M-113

LIMIT SWITCH COUPLING

PRODUCT NUMBER: PCR-16-8MM-5/15"-SS

RULAND BEAM COUPLING,

DEVICE

TORQUE TRANSDUCER

PART CALLOUT DESCRIPTION MFR PART # / MATERIAL QUANTITY/GATE

WITH TERMINAL STRIP, INTERNAL SPACE HEATER

150% OF MAXIMUM MOTOR TORQUE, INTERNAL CONDUIT BOX

STEARNS BRAKE, SERIES 87000, CONTINUOUS DUTY, RATED FOR

CONTINUATION

REVOLUTIONS, 6 CONTACTS

STROMAG ROTARY LIMIT SWITCH , SERIES 51, 4.1 USEABLE

TORQUE RANGE, 215 TC NEMA MOTOR FRAME SIZE

HIMMELSTEIN CF2882V(2-3) C-FACE HIGH PRECISION, 2000 LBF-IN

FLOW

FLOW

12'

DIMENSIONS

DETAILS AND PLATFORM

HOIST MACHINERY

SEE SHEET M-111 FOR

GRATING

= 1228 BETWEEN

CONCRETE ELEV

(TYPICAL)

MECH PLATFORM

= 1226.26 BENEATH

CONCRETE ELEV

PART NUMBER AA1AIT5T-36

EDT BEARING CORP. POLYROUND SOLUTION MOUNTED BEARING

ENGAGEMENT, ALL STAINLESS STEEL CONSTRUCTION

AMERIGEAR COUPLINGS, SERIES FAS, SIZE 202 1/2, SINGLE

DOUBLE ENGAGEMENT, ALL STAILESS STEEL CONSTRUCTION

AMERIGEAR COUPLINGS, SERIES F, FULL RIGID, SIZE 202 1/2,

SEE SHEET M-114

LEVEL (TYPICAL OF 3)

ACCESS AT GRATING

LADDER W/ LOCKED

REPLACEMENT SAFETY

(SEE SHEET M-114)

PLATFORM SAFETY RAILS

1 (SEE NOTE 1)

1 (SEE NOTE 1)

1 (SEE NOTE 1)

35:1 NOMINAL RATIO (FOR GATE #2 ONLY)

SUMITOMO CYCLO BEVEL BUDDY BOX 5, SIZE 5B125,

35:1 NOMINAL RATIO (FOR GATE #1 ONLY)

SUMITOMO CYCLO BEVEL BUDDY BOX 5, SIZE 5B125, 1

1 (SEE NOTE 1)

1 (SEE NOTE 1)

NOTES:

2. BILL OF MATERIALS IS BASIS OF DESIGN. THE CONTRACTOR MAY SELECT OTHER APPROVED EQUAL EQUIPMENT.

1. PROVIDE ONE SPARE ELECTRIC MOTOR, BRAKE, TORQUE TRANSDUCER, LIMIT SWITCH, AND ENCODER.

REQUIRED.

LIMIT MAX TORQUE TO 150% OF FULL LOAD TORQUE ARE PREFERRED, BUT NOT

5HP, 1750RPM THAT PRODUCES 15 FT-LBF OF TORQUE AT RATED LOAD. MOTORS THAT

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