Amendment_0003.pdf

W16ROE32968183

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

The purpose of this amendment is to:

a. Incorporate Revised Specifications and Draw ings attached.

b. Incorporate Responses to Questions (For Informational Purpose Only)

c. Incorporate Revised Bid Schedule attached (Changes w ere made to Clins 0002, 0006, and 0008).

Bid Opening Date remains the same as 09 January 2013 @ 2:00 P.M. EST.

NOTE: Bidders must acknow ledge receipt of this amendment by the date specified in the bid (or as amended) by one of the follow ing methods: in the space provided on the SF 1442, by separates letters, or by telegram by signing block 15 below . FAILURE TO ACKNOWLDEGE AMENDMENTS BY THE DATE AND TIME SPECIFIED MAY RESULT IN REJECTION OF YOUR BID IN ACCORDANCE WITH THE

LATE BID, LATE MODIFICATION OF BID, OR LATE WITHDRAWAL OF BID (FAR 14.304).

1. CONTRACT ID CODE PAGE OF PAGES

J 1 17

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

16C. DATE SIGNED

BY 23-Dec-2013

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 W912DS-14-B-0002

X 9B. DATED (SEE ITEM 11)

19-Nov-2013

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-Dec-2013

CODE

US ARMY CORPS OF ENGINEERS, NEW YORK

26 FEDERAL PLAZA, RM 1843

NEW YORK NY 10278-0090

W912DS 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912DS-14-B-0002

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 30 - BLOCK 14 CONTINUATION PAGE

The following have been added by full text:

AMENDMENT 0003

Green Brook Flood Risk Management Project- Segment R2 Levee Extension, Segment T Raising, and East Main Street Storm Sewer Improvements, Borough of Bound Brook, NJ Amendment #0003

IFB# W912DS-14-B-0002

Bid Opening hour and date are unchanged from 9 January 2014 at 2:00PM local time.

1. The following specifications changes are made with this amendment:

a. The following specification section is newly issued:

Section 03 50 00 Prefabricated Modular Walls

b. Revise and reissue the following specification section in its entirety.

Main Table of Contents Section 00 10 00, Bid Schedule.

c. Revise the following specifications sections as indicated:

Section 0 08 00, para 35.a(2), replace with the following:

The policies described above shall be endorsed (i) to include the Borough of Bound Brook, Somerset County, the State of New Jersey Department of Environmental Protection, and Brook Industrial Park LLC as additional insured and (ii) to provide that notice of an occurrence to the insurance company from any insured shall serve as notice from all insured.

Section 0 08 00, para 35.a(4), replace with the following:

Certificates of Insurance evidencing the issuance of all insurance required hereby, and guaranteeing at least thirty (30) days prior notice to the Government of cancellation or non‐renewal, shall be delivered to the Contracting Officer, with copies furnished to New Jersey Department of Environmental Protection, Somerset County, Borough of Bound Brook, and Brook Industrial Park LLC prior to entry of the Government's contractors upon the project area, or, in the case of new or renewal policies replacing any policies expiring during the period, no later than thirty (30) days before the expiration dates of such expiring policies.

Section 35 41 00, para 1.4.1, and Section 35 41 00.01, para. 1.4.1, replace with the following:

The embankment and backfill shall be constructed to the lines, grades, and cross sections indicated on the drawings, unless otherwise directed by the Contracting Officer. The Government reserves the right to increase or decrease the foundation widths, depth and embankment slopes or to make such other changes in the embankment or backfill sections as may be deemed necessary to produce a safe structure. Increases in height of section, made to compensate for settlement or consolidation of the embankment material subsequent to the completion of the embankment, will not exceed 20 percent of the height above the foundation at the levee centerline indicated. The end slopes and side slopes of partial fill sections shall not be steeper than one vertical on 2.5 horizontal.

Section 01 33 00.00 18 – Replace the submittal register with the revised register included in this amendment.

2. The following Plans sheets have been revised and are re-issued with this amendment:

S-406 S-505 E-502

3. The following are responses to questions received from bidders (FOR

INFORMATIONAL PURPOSES ONLY):

Question No. 1: Section 31 63 35. Please advise where temporary soldier pile system to be installed (para. 1.4 calls as shown on plans), as none on the drawings.

RESPONSE: Soldier piles are associated with the construction of the Gate Chamber.

Soldier Piles will be part of the contractor’s means and methods. Anticipated limits are shown on Dwgs. S-407 and S-505.

Question No 2. Segment R2 Dwg. C401 Drainage Structure Section calls for cast iron sluice gate & frame, however Section 05 48 10, para. 2.2 calls for sluice gates can either be cast iron or reinforced plastic. Please which one governs.

RESPONSE: The specifications are correct; the sluice gate can either be cast iron or reinforced plastic. Amendment 1 to Dwg. C401 Drainage Structure Section no longer identifies the sluice gate material.

Question No. 3. Please provide chemical analytical data on the soil at segment R-2 to be disposed of. The waste facility cannot properly quote without more info on the chemical makeup of the soil.

RESPONSE: No chemical data is available. This is a railroad yard and contaminants would be typical of that use. Assume it is not hazardous as defined by RCRA. Testing is to be performed by the contractor per notes on drawings.

Question No. 4. Section 32 31 00.00 10: Is there a Fencing (other than construction fence) in this project?

RESPONSE: No, unless the Contractor wishes to construct and remove temporary fence around the staging area at no additional cost to the government.

Question No. 5. Section 35 20 15.59: Is there any Closure Gate in this project (flap and sluice gates are specified elsewhere)?

RESPONSE: Yes, there is a stop log “closure gate” as indicated on the design drawings.

Question No. 6: Section 35 41 00, para. 1.4.1 mentions that "the government reserves right to increase or decrease foundation widths, depth and embankment slope will not constitute justification for change in contract unit price" Since there are no unit pricing, please confirm that any dimensional change is subject to contract amount modification.

RESPONSE: See revised Section 35 41 00, para. 1.4.1, and 35 41 00.01, para. 1.4.1, included in this amendment. Any dimensional change is subject to negotiation under the Changes Clause of the contract.

Question No 7. Segment T, Dwg. C-506. Please provide specifications for for modular wall units?

RESPONSE: See Specification 03 50 00 Prefabricated Modular Walls included in this amendment. .

Question No. 8. Segment T, Dwg. C-105: Replace Existing Ground Test Well Access Box has 3 arrows pointing the locations. Please confirm that there is only one Access Box to be replaced.

RESPONSE: There are three “ground test wells” to be replaced.

Question No. 9. Segment T, Dwg. E-502: How deep is new Test Well? Also provide a plan for new precast well, including access hatch dimensions (it is only shown on briefly on C-403).

RESPONSE: New Test well is approximately 24” below existing grade, overall depth about 4.2 feet. Access hatch is double hatch as shown to cover the 48” X 48” chamber.

See revised Sheet E-502 included in this amendment. In addition to C-403 the Location of existing Test wells is shown on V-102.

Question No. 10. Segment T, Dwg. S-303 shows railing posts are surface mounted (with anchor bolts), Specification Section 05 50 04.00 para. 2.2.1.3 calls for post to be set in sleeve and anchored into concrete. Please clarify. Also please clarify which part of existing railing to be removed & reinstalled, plan is not clear.

RESPONSE: New railing, where there is none existing, is called out on sheet S-409.

Railing under the new curb at the west wall of the pump station is existing and may be modified to dimensions shown or new railing may be installed. Post sleeves or anchor plates may be used per revised specifications.

Question No. 11. Segment T, Dwg. S-410: Is the existing railing to be removed & reinstalled, or a new railing is installed, as Det. A mentions both.

RESPONSE: Final installed railing shall meet the dimensions shown on the detail. The existing railing may be modified or new railing may be installed.

Question No. 12. Segment T, Dwg. S-406 T-Wall Monolith No. 3 detail makes reference to flood wall joint detail on S-102, drawing does not exist.

RESPONSE: See Revised Sheets S-406 and S-505 included in this amendment.

Question No. 13. We request the bid due date to be extended after receipt of above clarifications to allow us to submit a responsive proposal.

RESPONSE: Bid opening date was extended by Amendment 0001 to 9 Jan 2014.

4. This amendment shall be attached to the specifications and plans and shall be a part thereof.

Section 00010 - Solicitation Contract Form

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0001 1 Job Base Bid Item

FFP

SEGMENT T LEVEE RAISING

All work necessary to raise 1,900 linear feet of existing levee at Segment T between Station 0+00 at the New Jersey Transit Railroad to Station 19+81.58 located approximately 400 linear feet upstream of the Vosseller/Green Brook confluence. Work includes stripping topsoil from the existing levee, stockpiling for potential reuse or disposal if material is unsuitable, stripping, stockpiling and reuse of existing levee embankment soil; stripping and reuse of suitable soil removed from the proposed (extended) levee footprint; placement and compaction of embankment fill; access road, guiderail and Modular Block Wall construction;

temporary removal of a pedestrian bridge section for placement of riprap and extending an electric handhold; removal and replacement of three underground utility access enclosures; construction of curb wall and railing along pump station and drainage structure 21; removal of wall exhaust fan, installation of a roof exhaust fan, extension and connection of existing electrical service; miscellaneous building repairs; installation of erosion control measures and site restoration, in accordance with the drawings and specifications, but not including Items 0002- 0004 on the bid schedule.

FOB: Destination

PURCHASE REQUEST NUMBER: W16ROE32968183

NET AMT

0002 1 Job Base Bid Item

FFP

RAILROAD COORDINATION FIELDWORK AND INSPECTION

Includes all work required by New Jersey Transit to remove and replace railroad tracks and ties for the installation of sheet pile across the track; railroad personnel including, signal men for cable mark outs and inspection of underground work near buried signal/communication lines and flagmen who are needed for all work performed on NJT and Conrail property. Allowance amount of $180,000 to be included in bid as shown and not changed. Actual payment will be based on actual costs. Actual payment in excess of allowance amount is subject to availability of funds.

0003 1 Job Base Bid Item

FFP

LIABILITY INSURANCE

New Jersey Department of Environmental Protection (NJDEP), Somerset County and Borough of Bound Brook Liability Insurance. The amount bid will be the maximum amount payable. Actual payment will be based on actual costs.

0004 1 Job Base Bid Item

FFP

RAILROAD INSURANCE

New Jersey Transit and Conrail Railroad Insurance. The amount bid will be the maximum amount payable. Actual payment will be based on actual costs.

0005 1 Job OPTION Option 1

FFP

SEGMENT R2 LEVEE EXTENSION

All work necessary to extend Segment R-2 levee from its current location at Station 78+26.30 to Station 83+41.45 at the eastbound passenger train platform in Bound Brook. Work includes construction of the stop log closure gate (i.e.

foundation, frame/guide, sill plate, seal and retaining wall); stripping and disposal of excavated soil, placement and compaction of levee embankment fill (length 280 feet), installation of geotextile, placement and compaction of stone ballast above and adjacent to the levee; floodwall (150 linear feet), gate chamber including support of excavation, access hatch, ladder, flap and sluice gate and access road construction; fiber optic line protection, erosion control measures, and site restoration in accordance with the drawings and specifications, but not including Item 0006 on the bid schedule.

0006 1 Job OPTION Option 1

FFP

FIBER OPTIC LINE PROTECTION

Includes coordination, investigation, concept review and field work by Zayo and Lightower Fiber Networks personnel including cable mark out and test pits (if necessary). Allowance amount of $25,000 to be included in bid as shown and not changed. Actual payment will be based on actual costs. Actual payment in excess of allowance amount is subject to availability of funds.

0007 1 Job OPTION Option 2

FFP

PSE&G ELECTRIC POWER SERVICE

All work necessary to layout, design and install permanent electric service for the proposed sluice gate. Allowance amount of $50,000 to be included in bid as shown and not changed. Actual payment will be based on actual costs. Actual payment in excess of allowance amount is subject to availability of funds.

0008 1 Job OPTION Option 2

FFP

ELECTRIC FOR MOTORIZED SLUICE GATE

All work necessary to install electric lines for running motorized sluice gate. Work includes wiring approximately 550 linear feet of four (4) #2 wire & one (1) #4 ground in a 1-1/2” Diameter conduit including a railroad crossing utilizing a trenchless method to be approved by New Jersey Transit. Installation includes two NEMA 3R enclosures, one near West Main Street (Enclosure 1) and a second near the new sluice gate to be located in the gate chamber. Enclosure 1 includes a new electric meter and disconnect switch and enclosure 2 contains two electric panels with a 6kVA step down transformer, a maintenance receptacle and strip heater. A disconnect switch, control panel and gate motor operator are located at the sluice gate. Additional items include two (2) manholes and two (2) Handholds testing, trench repair; erosion control measures, and site restoration in accordance with the drawings and specifications.

0009 1 Job OPTION Option 3

FFP

EAST MAIN STREET STORM SEWER

All work necessary to interconnect a local depression along East Main Street with drainage to Pump Station 1 (Segment R2 Pump Station) a new storm sewer is proposed to convey flow along East Main Street from approximately the intersection of East Main Street and Mountain Avenue westward to approximately the intersection of West Main Street and Drake Street. At this point it will be connected to the existing drainage system that connects to Pump Station 1 and was constructed as part of Segment R2. The project requires approximately 743 lineal feet of storm sewer consisting of approximately 267 lineal feet of 30 inch diameter pipe, 147 lineal feet of 38”x24” HEPRCP pipe, and 329 lineal feet of 24 inch diameter pipe. In addition the alignment requires 6 new manholess in accordance with the plans and specifications, but not including Items 0010 through 0013 on the bid schedule.

0010 1 Job OPTION Option 3

FFP

Design, disconnect, remove, install and reconnect 1-inch NJ American Water main at STA 0+71.6 and relocate 10-inch NJ American Water Main near Manhole 2 (STA 2+67). Allowance amount of $10,000 to be included in bid as shown and not changed. Actual payment will be based on actual costs. Actual payment in excess of allowance amount is subject to availability of funds.

0011 1 Job OPTION Option 3

FFP

Design, disconnect, remove, install and reconnect 1-inch permanent PSE&G gas line at STA 0+79.6. Allowance amount of $10,000 to be included in bid as shown and not changed. Actual payment will be based on actual costs. Actual payment in excess of allowance amount is subject to availability of funds.

0012 1 Job OPTION Option 3

FFP

Design, disconnect, remove, install and reconnect PSE&G electric conduits and manhole at STA 2+81. Allowance amount of $15,000 to be included in bid as shown and not changed. Actual payment will be based on actual costs. Actual payment in excess of allowance amount is subject to availability of funds.

0013 1 Job OPTION Option 3

FFP

Relocate two utility poles including disconnect, remove utilities and poles, install new poles and reconnect utilities. Allowance amount of $10,000 to be included in bid as shown and not changed. Actual payment will be based on actual costs.

Actual payment in excess of allowance amount is subject to availability of funds.

0014 1 Job OPTION Option 4

FFP

Design, disconnect, remove, install and reconnect 1-inch permanent PSE&G gas line at STA 1+55.5. Allowance amount of $10,000 to be included in bid as shown and not changed. Actual payment will be based on actual costs. Actual payment in excess of allowance amount is subject to availability of funds.

0015 1 Job OPTION Option 5

FFP

Design, disconnect, remove, install and reconnect 12-inch permanent PSE&G gas line at STA 2+94.1. Allowance amount of $10,000 to be included in bid as shown and not changed. Actual payment will be based on actual costs. Actual payment in excess of allowance amount is subject to availability of funds.

0016 1 Job OPTION Option 6

FFP

Design, disconnect, remove, install and reconnect 1-inch permanent PSE&G gas line at STA 3+56.5. Allowance amount of $10,000 to be included in bid as shown and not changed. Actual payment will be based on actual costs. Actual payment in excess of allowance amount is subject to availability of funds.

0017 1 Job OPTION Option 7

FFP

As part of the East Main Street Storm Sewer Improvements, all work necessary to install 147 lineal feet of 36 inch diameter pipe between manholes 3 and 4 in lieu of a 38”x24” HEPRCP pipe include din Option 3.

TOTAL

TOTAL BASE BID ITEMS (CLINS 0001-0004) $______________________

TOTAL OPTIONAL BID ITEMS (CLINS 0005-0017) $_______________________

TOTAL BASE AND OPTION ITEMS (CLINS 0001-0017) $_______________________

NOTES TO BIDDERS

1. The low bidder for purposes of award will be the conforming responsible bidder offering the lowest amount for the Total Base Bid Amount and Optional Bid Amount for all Items.

2. Any bid which is materially unbalanced as to the price for the Base Bid Item and Optional Items may be rejected. An unbalanced bid is one which is based on prices significantly less than cost for some work and prices significantly overstated for other work.

3. Bidders are required to bid on all items or their bids will be rejected.

4. Bidders are reminded that they must bid on the issued plans and specifications as amended.

Any deviations conditions or attachments made by the bidders thereto may render the bid non-responsive and be cause for its rejection.

5. Options may be exercised at the discretion of the Government and are not mandatory.

6. If Option #1 is exercised, Bid Item No. 0005 and 0006 shall be exercised at the same time.

If exercised, Option #1, Bid Item No. 0005 and 0006 shall be exercised within 30 calendar days of issuance of the Base Bid NTP. No additional time shall be added to the contract.

7. If Option #2 is exercised, Bid Item No. 0007 and 0008 shall be exercised at the same time.

If exercised, Option #2, Bid Item No. 0007 and 0008, shall be exercised within 90 calendar days of issuance of the Base Bid NTP. No additional time shall be added to the contract.

8. If Option #3 is exercised, Bid Item No. 0009, 0010, 0011, 0012 and 0013 shall be exercised at the same time. If exercised, Option #3, Bid Item No. 0009, 0010, 0011, 0012 and 0013 shall be exercised within 30 calendar days of issuance of the Base Bid NTP. No additional time shall be added to the contract.

9. If exercised, Option #4, Bid Item No. 0014, shall be exercised within 90 calendar days of issuance of the Base Bid NTP. No additional time shall be added to the contract.

11. If exercised, Option #5, Bid Item No. 0015, shall be exercised within 90 calendar days of issuance of the Base Bid NTP. No additional time shall be added to the contract.

12. If exercised, Option #6, Bid Item No. 0016, shall be exercised within 90 calendar days of issuance of the Base Bid NTP. No additional time shall be added to the contract.

13. If exercised, Option #7, Bid Item No. 0017, shall be exercised within 90 calendar days of issuance of the Base Bid NTP. No additional time shall be added to the contract.

SECTION 00010 - SOLICITATION CONTRACT FORM

CLIN 0002

The CLIN extended description has changed from RAILROAD COORDINATION FIELDWORK AND INSPECTIONIncludes all work required by New Jersey Transit to remove and replace railroad tracks and ties for the installation of sheet pile across the track; railroad personnel including, signal men for cable mark outs and inspection of underground work near buried signal/communication lines and flagmen who are needed for all work performed on NJT and Conrail property. Allowance amount of $165,000 to be included in bid as shown and not changed. Actual payment will be based on actual costs. Actual payment in excess of allowance amount is subject to availability of funds. to RAILROAD COORDINATION FIELDWORK AND INSPECTIONIncludes all work required by New Jersey Transit to remove and replace railroad tracks and ties for the installation of sheet pile across the track; railroad personnel including, signal men for cable mark outs and inspection of underground work near buried signal/communication lines and flagmen who are needed for all work performed on NJT and Conrail property. Allowance amount of $180,000 to be included in bid as shown and not changed. Actual payment will be based on actual costs. Actual payment in excess of allowance amount is subject to availability of funds..

CLIN 0006

The CLIN extended description has changed from FIBER OPTIC LINE PROTECTIONIncludes coordination, investigation, concept review and field work by Zayo and Lightower Fiber Networks personnel including cable mark out and test pits (if necessary). Allowance amount of $23,000 to be included in bid as shown and not changed. Actual payment will be based on actual costs. Actual payment in excess of allowance amount is subject to availability of funds. to FIBER OPTIC LINE PROTECTIONIncludes coordination, investigation, concept review and field work by Zayo and Lightower Fiber Networks personnel including cable mark out and test pits (if necessary). Allowance amount of $25,000 to be included in bid as shown and not changed. Actual payment will be based on actual costs. Actual payment in excess of allowance amount is subject to availability of funds..

CLIN 0008

The CLIN extended description has changed from ELECTRIC FOR MOTORIZED SLUICE GATEAll work necessary to install electric lines for running motorized sluice gate. Work includes installation of approximately 600 linear feet of conduit including a railroad crossing utilizing trenchless method approved by New Jersey Transit. Additional items include installation of handholds and manholes, wiring, testing and trench repair;

erosion control measures, and site restoration in accordance with the drawings and specifications. to ELECTRIC FOR MOTORIZED SLUICE GATEAll work necessary to install electric lines for running motorized sluice gate.

Work includes wiring approximately 550 linear feet of four (4) #2 wire & one (1) #4 ground in a 1-1/2” Diameter conduit including a railroad crossing utilizing a trenchless method to be approved by New Jersey Transit.

Installation includes two NEMA 3R enclosures, one near West Main Street (Enclosure 1) and a second near the new sluice gate to be located in the gate chamber. Enclosure 1 includes a new electric meter and disconnect switch and enclosure 2 contains two electric panels with a 6kVA step down transformer, a maintenance receptacle and strip heater. A disconnect switch, control panel and gate motor operator are located at the sluice gate. Additional items include two (2) manholes and two (2) Handholds testing, trench repair; erosion control measures, and site restoration in accordance with the drawings and specifications..

(End of Summary of Changes)