W912EK-17-B-0008-00004.pdf

96514770833740

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

This amendment is to correct the contract documents, one sheet that w as incorrectly numbered and there w as an incorrect reference, as w ell a painting specification clarif ication. In addition this amendment changes the bid date to 11 July 2017 at 2:00 CST.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 2

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

16C. DATE SIGNED

BY 29-Jun-2017

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 W912EK-17-B-0008

X 9B. DATED (SEE ITEM 11)

31-May-2017

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer X is extended, is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning 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

29-Jun-2017

CODE

CONTRACTING DIVISION

US ARMY CORPS OF ENGINEERS

1500 ROCK ISLAND DRIVE

ROCK ISLAND IL 61201

W912EK 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912EK-17-B-0008

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

The following items are applicable to this modification:

AMENDMENT 0004

The following modifications are made to SECTION 09 97 02 and DRAWINGS.

SECTION 09 97 02

a. PAGE 09 97 02-23. Delete page 09 97 02-23, in its entirety, and substitute therefor revised page 09 97 02-23, Amendment No. 0004, dated 27 June 2017, attached hereto.

DRAWINGS (SUPERSEDED)

b. Revised drawings bearing the revision number and date listed below are being issued with this amendment. Such revised drawing supersedes one of the CONTRACT DRAWINGS included in the set provided.

SHEET ID – E-102, MARK 1, Dated 27 June 2017.

SHEET ID – E-901, MARK 1, Dated 27 June 2017.

ATTACHMENTS: 09 97 02-23; E-102 and E-901.

W912EK-17-B-0008

blisters, or voids in the dried film and also provided that not more than

2.0 mils (dry film thickness) per double spray coat nor more than 1.0 mil per single spray pass of nonzinc paint shall be applied at one time.

3.3.4 Protection of Nonpainted Items and Cleanup

Walls, equipment, fixtures and all other items in the vicinity of the surfaces being painted shall be maintained free from damage by paint or painting activities. Paint spillage and painting activity damage shall be promptly repaired.

3.4 INSPECTION

Inspect, document, and report all work phases and operations on a daily basis. As a minimum the daily report shall contain the following:

a. Inspections performed, including the area of the structure involved and the results of the inspection.

b. Surface preparation operations performed, including the area of the structure involved, the mode of preparation, the kinds of solvent, abrasive, or power tools employed, and whether contract requirements were met.

c. Thinning operations performed, including thinners used, batch numbers, and thinner/paint volume ratios.

d. Application operations performed, including the area of the structure involved, mode of application employed, ambient temperature, substrate temperature, dew point, relative humidity, type of paint with batch numbers, elapsed time between surface preparation and application, elapsed time for recoat, condition of underlying coat, number of coats applied, and if specified, measured dry film thickness or spreading rate of each new coating.

3.5 PAINTING SCHEDULES

SYSTEM NO. 5-E-Z

Items or surfaces to be coated (Embedded portions of listed items shall not receive paint, unless otherwise noted):

1. Armor.

2. Checkposts: Safety Yellow with compatible paint system.

SURFACE

PREPARATION 1st COAT 2nd COAT 3rd COAT 4th COAT

White metal Vinyl zinc- Gray Vinyl White Vinyl Gray Vinyl blast rich VZ-108d V-766e V-766e V-766e cleaning (double (double (double (double spray coat) spray coat) spray coat) spray coat)

-- End of Section --

09 97 02-23

AMEND 0004

26 JUN 2017

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0 4' 16'8'SCALE : 1/8"=1'-0"A1

PLAN - DOWNSTREAM GUIDEWALL

GENERAL SHEET NOTES

REMOVAL KEYNOTES

REINSTALLATION KEYNOTES

EXISTING PULLBOX

EXISTING LOCK LIGHT POLE

MAINTAIN AND PROTECT

L16

L16

L16

1 3

4 8

9 10 11

1 14

1 14

1 5

LOCKMAN'S SHELTER

NEW LOCATION OF

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AND RE-ENERGIZE CIRCUIT AS APPROPRIATE.

STATION (CCS) MAIN SWITCHBOARD (SB-1) AS REQUIRED TO PERFORM THIS WORK. SAFELY TERMINATE DISCONNECTED WIRES

SEE REFERENCE DRAWINGS, VERIFY, AND TURN OFF THE CIRCUITS SUPPLIED FROM PANELBOARD “LP”IN CENTRAL CONTROL 2.

STRUCTURAL CONCRETE WORK. SEE STRUCTURAL DRAWINGS.

LOCATE AND IDENTIFY EXISTING EXPOSED AND EMBEDDED ELECTRICAL EQUIPMENT. COORDINATE ELECTRICAL WORK WITH 1.

LIGHT POLE

NAVIGATION

LIGHT AND

EXISTING LOCK

PROTECT

MAINTAIN AND

2 14

L1E L15

1 14

2 5

L15 2 5

L1E

PVC40 EMBEDDED CONDUITS

EXISTING IN TWO - 2"

PVC40 EMBEDDED CONDUITS

EXISTING IN TWO - 2"

POLE. SEE REINSTALLATION KEYNOTE 10 FOR CABLE L16.

RETERMINATE CABLES L1E AND L15 TO THEIR RESPECTIVE CIRCUITS INSIDE THE EXISTING LOCK LIGHT AND NAVIGATION LIGHT

REINSTALL CABLE NOS. L1E, L15, AND L16 AS APPLICABLE BACK INTO THEIR RESPECTIVE, REPAIRED EMBEDDED DUCTS. 14.

L1E AND L15. SEE DETAIL A3 ON SHEET E-501 FOR METHOD AND MATERIAL REQUIREMENTS.

PROVIDE NEW CONDUIT EQUIPMENT TO REPAIR THE TWO 2" CONCRETE-EMBEDDED DUCTS TO RESTORE CONDUITS FOR CABLES 13.

FOR CABLES L1E, L15, AND L16. SEE DETAIL A3 ON SHEET E-501 FOR METHOD AND MATERIAL REQUIREMENTS.

" CONCRETE-EMBEDDED DUCTS TO RESTORE CONDUITS 4

3PROVIDE NEW CONDUIT EQUIPMENT TO REPAIR THE TWO 2" AND ONE 12.

FIRST EQUIPMENT INSIDE THE SHELTER.

PROVIDE CONDUIT TO EXTEND TO NEW LOCKMAN'S SHELTER LOCATION. TERMINATE NEW CONDUCTORS FROM CABLE L16 TO 11.

WIRES AND NEW TERMINAL STRIP.

LUBRICANT (LPS LABS "LP-1" IS BASIS OF DESIGN) AFTER ALL CONDUCTORS ARE INSTALLED. PROVIDE WIRE LABELS ON CIRCUIT

BY CONNECTION ON A NEW 10 AWG TERMINAL STRIP INSTALLED INSIDE THE NEW JUNCTION BOX. APPLY COAT OF ELECTRICAL

PROVIDE TWO (2) NEW 8 AWG CONDUCTORS AND ONE (1) NEW 10 AWG GROUNDING CONDUCTOR SPLICED TO EXISTING CABLE L16 10.

SHELTER LOCATION.

MONOLITH JOINT, CONDUIT CLAMPS, AND CONDUIT SUPPORTS FROM NEW JUNCTION BOX TO TERMINATION AT NEW LOCKMAN'S

PROVIDE NEW 3/4" RGS CONDUIT, CONDUIT BOX HUB, CONDUIT FITTINGS, 8" EXPANSION/CONTRACTION CONDUIT FITTING ACROSS 9.

REPLACE EXISTING REMOVED JUNCTION BOX.

PROVIDE NEW TYPE 304 STAINLESS STEEL JUNCTION BOX WITH BACK PANEL, 10 AWG TERMINAL STRIP, AND NEMA 4X DRAIN TO 8.

L15 2 5

L1E

PVC40 EMBEDDED CONDUITS

EXISTING IN TWO - 2"

(TYPICAL)

MONOLITH JOINT

EXISTING CONCRETE

REPLACEMENT

LOCATION OF CHECKPOST

REPLACEMENT

LOCATION OF CHECKPOST

7 13

6 12

PVC40 EMBEDDED CONDUIT

" 4

3EXISTING IN ONE -

PVC40 EMBEDDED CONDUIT

EXISTING IN ONE - 3/4"

PVC40 EMBEDDED CONDUIT

EXISTING IN 3/4"

SEE REINSTALLATION KEYNOTE 11 AND DETAILS ON SHEET E-502.

EMBEDDED NEOPRENE CONDUIT EXPANSION/CONTRACTION/DEFLECTION FITTINGS LOCATED AT CONCRETE MONOLITH JOINTS.

THE EXISTING CHECKPOST IN THIS LOCATION. PROVIDE SPECIAL DEMOLITION OF CONCRETE TO EXPOSE AND REMOVE EXISTING

DEMOLISH TWO EXISTING 2" PVC40 EMBEDDED DUCTS AS REQUIRED TO FACILITATE THE DEMOLITION TO REMOVE AND REPLACE 7

CONCRETE MONOLITH JOINTS. SEE REINSTALLATION KEYNOTE 11 AND DETAILS ON SHEET E-502.

AND REMOVE EXISTING EMBEDDED NEOPRENE CONDUIT EXPANSION/CONTRACTION/DEFLECTION FITTINGS LOCATED AT

REMOVE AND REPLACE THE EXISTING CHECKPOST IN THIS LOCATION. PROVIDE SPECIAL DEMOLITION OF CONCRETE TO EXPOSE

" PVC40 EMBEDDED DUCTS AS REQUIRED TO FACILITATE THE DEMOLITION TO 4

3DEMOLISH TWO EXISTING 2" AND ONE EXISTING 6

NOS. L13, L15, AND L16 TO EXIT THE PULLBOX. REFER AND ADHERE TO EM 385-1-1 FOR SAFETY REQUIREMENTS.

CABLE FROM THE ENVIRONMENT AND A TEMPORARY SUITABLE PULL BOX COVER MUST BE PROVIDED THAT WILL ALLOW CABLE

INSTALLED OUTSIDE OF THE EXISTING PULLBOX IF SPACE INSIDE THE PULLBOX DOES NOT EXIST IN A MANNER TO PROTECT THE

PULL BOX AS REQUIRED TO PERFORM WORK AND PROPERLY STORE CABLES. CABLES MUST BE COILED AND TEMPORARILY

AND PROPERLY TEMPORARILY STORE THE REMOVED CABLES FOR REINSTALLATION AND REUSE. PROVIDE COVER ON EXISTING

STORE INSIDE THE EXISTING PULL BOX ENSURING THAT THE ENDS OF THE CABLES ARE NOT SUBMERSED IN WATER. PROTECT

INSTALL A TEMPORARY PROTECTIVE TERMINATING SPLICE CAP ON CABLE NOS. L13, L15, AND L16. COIL THE CABLES UP AND 5.

REMOVE EXISTING NEMA 4 6"X6" JUNCTION BOX. 4.

REMOVE EXISTING 3/4" RIGID GALVANIZED STEEL (RGS) CONDUIT AND CONDUIT SUPPORTS. 3.

AND VERIFY EXISTING CIRCUIT BREAKERS SUPPLYING CIRCUITS BEING WORKED ON.

THAT CABLE NOS. L1E AND L15 ARE FED FROM PANELBOARD "LP" LOCATED IN SWITCHBOARD SB-1. CONTRACTOR MUST LOCATE

ALL OTHER CABLES INSTALLED IN ADJACENT EMBEDDED DUCTS AND INSIDE PULL BOX. AS-CONSTRUCTED DRAWINGS IDENTIFY

THEIR EXISTING RESPECTIVE 2" PVC40 EMBEDDED CONDUITS UPSTREAM TO THE FIRST EXISTING PULL BOX INDICATED. PROTECT

CAREFULLY REMOVE (FOR THEIR REUSE) THE EXISTING LIGHTING CABLES "L1E" AND "L15" FROM THE LOCK LIGHT POLE FROM 2.

CIRCUIT SUPPLY.

IDENTIFY THAT CABLE L16 IS FED FROM CIRCUIT LP-11 IN SWITCHBOARD SB-1. CONTRACTOR MUST LOCATE AND VERIFY EXISTING

PROTECT ALL OTHER CABLES INSTALLED IN ADJACENT EMBEDDED DUCTS AND INSIDE PULL BOX. AS-CONSTRUCTED DRAWINGS

SURFACE CONDUIT, 6"X6" JUNCTION BOX, AND 2" EMBEDDED DUCT BACK UPSTREAM TO THE FIRST PULL BOX INDICATED.

CAREFULLY REMOVE (FOR ITS REUSE) THE EXISTING LIGHTING CABLE "L16" FROM THE LOCKMAN'S SHELTER FROM ITS 3/4" RGS 1.

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SHEET KEYNOTES

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AND CABLES

TOWER, CAMERA

CCTV, CAMERA

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LOCKMAN'S SHELTER L16 JUNCTION BOX. 9.

" CONDUIT.4

3EXISTING SURFACE 8.

ROUTED TO RELOCATED LOCKMAN'S SHELTER.

CONDUCTOR WEATHERPROOF SPLICED TO L25 AND

(2) 8 AWG CONDUCTORS AND ONE (1) GROUNDING

L25 TO THE NEW SHELTER LOCATION. PROVIDE NEW TWO

A HEAT SHRINK SPLICE MUST BE PROVIDED TO EXTEND

CONCRETE) PULL BOX (SEE SHEET KEY NOTE 11) IN WHICH

AND NEW RACEWAYS TO THE NEW IN-GROUND (IN

EQUIPMENT. REINSTALL EXISTING CABLE L25 IN EXISTING

AND NEW EXTENDED DUCTS TO THE REINSTALLED CCTV

REINSTALL EXISTING CABLES L28 AND T23 IN EXISTING 7.

LOCKMAN'S SHELTER LOCATION.

FROM NEW JUNCTION BOX TO TERMINATION AT NEW

FITTINGS, CONDUIT CLAMPS, AND CONDUIT SUPPORTS

EXTENSION DETAIL ON SHEET E-501), RGS CONDUIT

PIPE/CONDUIT FLANGE (SEE CONDUIT RESTORATION AND

EXTENDED FROM GUIDE WALL MONOLITH, 2"

PROVIDE NEW 2" PVC-COATED RGS EMBEDDED CONDUIT 6.

CCTV JBOX SUPPORT STAND DETAIL ON SHEET E-501.

ARE SIZE 1/2" DIAMETER BY 6" LENGTH MINIMUM SIZE. SEE

304 STAINLESS STEEL CONCRETE ANCHOR BOLTS THAT

CONSTRUCTION IS NOT ACCEPTABLE. PROVIDE NEW TYPE

TOP OF THE LOCK WALL. CHANNEL STRUT

WITH WELDED BASE PLATES THAT ANCHOR BOLT TO THE

PROVIDE HOT-DIPPED GALVANIZED C4 CHANNEL SUPPORT

REINSTALL EXISTING SALVAGED CCTV JUNCTION BOX. 5.

SHEET E-501.

CCTV TOWER. SEE TOWER FOUNDATION DETAIL ON

PROVIDE NEW STAINLESS STEEL ANCHOR BOLTS FOR

REQUIRED ORIENTATION AND AIMING IS PROVIDED.

CAMERA POSITION ADJUSTMENTS TO ENSURE THAT

CCTV TO ITS ORIGINAL CONFIGURATION. PROVIDE

CONDUIT AND FITTINGS AS REQUIRED TO RESTORE THE

CAMERA, AND EXISTING LIQUIDTIGHT FLEXIBLE METAL

REINSTALL EXISTING CCTV TRIPOD TOWER, EXISTING 4.

BE SALVAGED FOR REUSE AND REINSTALLATION.

TOWER TO CCTV JUNCTION BOX. THIS EQUIPMENT MUST

LIQUIDTIGHT FLEXIBLE METAL CONDUIT FROM CCTV

CAMERA TRIPOD TOWER, CABLE T23 AS NOTED, AND THE

REMOVE, STORE, AND PROTECT EXISTING CAMERA, 3.

BOX FOR REUSE AND REINSTALLATION.

REMOVE, STORE, AND PROTECT EXISTING CCTV JUNCTION 2.

EXTENDED AND REUSED.

THE CONCRETE MONOLITH BECAUSE IT MUST BE

END OF THE DEMOLISHED CONDUIT AT THE BACK FACE OF

ENSURING TO PRESERVE AND PROTECT THE EXPOSED

WITH THE STRUCTURAL CONCRETE DEMOLITION

LOCKMAN'S SHELTER. DEMOLISH EMBEDDED CONDUIT

JUNCTION BOX ON UPSTREAM OUTDOOR WALL OF THE

EXISTS THE BACK FACE OF THE GUIDE WALL TO THE CCTV

REMOVE EXISTING 2" EMBEDDED CONDUIT WHERE IT 1.

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