Amendment_0001.pdf

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 update the bid schedule, the scope of w ork, add clause 52.217-7 to the contract, and increase the quote due date. All other aspects of this solicitation remains unchanged.

1. CONTRACT ID CODE PAGE OF PAGES

1 9

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

16C. DATE SIGNED

BY 14-Sep-2018

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 W912WJ18Q0159

X 9B. DATED (SEE ITEM 11)

18-Aug-2018

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

14-Sep-2018

CODE

U S ARMY ENGR DISTRICT, NEW ENGLAND

696 VIRGINIA RD

CONCORD MA 01742-2751

W912WJ 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

Sheila.M.Winston@usace.army.milEMAIL:978-318-8159TEL:

SHEILA M WINSTONVINCUILLA / CONTRACT SPECIALIST

W912WJ18Q0159

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION A - SOLICITATION/CONTRACT FORM

The required response date/time has changed from 28-Aug-2018 05:00 PM to 19-Sep-2018 05:00 PM.

SECTION B - SUPPLIES OR SERVICES AND PRICES

The following have been added by full text:

BID SCHEDULE

Revised Bid Schedule

ITEM UNIT QTY

UNIT

PRICE

TOTAL

1. Install New Well, 0-250 feet Conant Brook Dam, Monson, Massachusetts

Foot

2. OPTION 1, Install new well, 250-350 feet

Foot 100

3. OPTION 2, Install new Well, 350-450 feet

Foot 100

4. Install Hydrants and Storage Buildings Conant Brook Dam, Monson, Massachusetts

Job

SECTION C - DESCRIPTIONS AND SPECIFICATIONS

SOW MODIFICATION

PERFORMANCE WORK STATEMENT FOR

NEW WELL AND STORAGE BUILDING INSTALLATION

U.S. ARMY CORPS OF ENGINEERS

CONANT BROOK DAM, MONSON, MA

Scope of Work

August 2018

I. General

1. Scope of work

Contractor shall furnish all labor, materials, and equipment necessary to install a new potable water well and pump connecting to onsite electrical and water lines with hydrants at Conant Brook Dam. Contractor shall furnish and place two prefabricated wooden sheds to house electrical and pump control equipment.

2. Location

Conant Brook Dam Flood Reduction Project is located at Wales Road, in Wales, MA.

3. Site Visit Contact the Technical Point of Contact to arrange a site visit. The Technical Point of Contact for the project is Keith W. Beecher, 978-318-8405, at email keith.w.beecher@usace.army.mil.

4. Schedule

The work will be completed within 120 days of contract award. The project area will be open to the contractor Monday through Friday 7:00 AM to 3:30 PM and all work must be done during those hours unless additional hours are approved by the Technical Point of Contact.

No work shall be done on weekends or Government holidays.

5. Safety

The contractor will comply with all pertinent provisions of the latest edition of the U.S. Army Corps of Engineers Safety and Health Requirements COE EM 385-1-1. A copy of COE EM 385-1-1 is available for reference at the project office or may be viewed at the following link http://www.publications.usace.army.mil/Portals/76/Publications/EngineerManuals/EM_38 5- 1-1.pdf.

The contractor shall also comply with all OSHA work safety standards. The project staff can and will order the cessation of work at any time should the safety of employees and visitors become jeopardized

6. Preconstruction Conference

Prior to the start of any work, the Technical Point of Contact will schedule and conduct a “Preconstruction Conference”. The Contractor’s Project Manager and Quality Control Personnel will attend this meeting. This conference will be held at the time and location agreeable to the government and contractor. No work may be performed under this contract prior to this conference. The purpose of the conference is to enable the Technical Point of

Contact to outline the procedures that will be followed by the Government in its administration of the contract, and to discuss the performance that will be expected from the Contractor. This conference will allow the Contractor an opportunity to ask questions about the Government’s administration and inspection of contract work or obtain other pertinent information that might be required. At the Preconstruction conference the contractor shall provide the name of the project superintendent with a telephone number for project coordination.

The following is a general list of items for discussion during this Preconstruction Conference:

i. Authority of the Technical Point of Contact and Quality Assurance Inspectors.

ii. Contractor’s Safety Program (including sub-contractors).

iii. Accident Prevention Plan

iv. Weekly Safety Meetings (Documented on NED Form 251)

v. Accident Reporting (ENG Form 3394)

vi. Safety Data Sheet (SDS) requirements

vii. Correspondence, Communication and Administrative Procedures.

viii. Invoice and payment.

7. Permits

The Contractor shall, without additional expense to the Government, be responsible for obtaining any necessary licenses, permits, and letters of certification. The Contractor shall comply with any applicable Federal, State, County, and Municipal laws, codes, and regulations in connection with the performance of the work specified under this contract.

8. Security

The contractor will comply with all established security policies at Conant Brook Dam.

Due to periods of heightened security that may affect the access to the areas covered under this contract, areas may be subject to periodic closures, which in turn may reduce or inhibit the Contractor’s ability to access certain areas. During periods of heightened security, the Government reserves the right, at any time, to close any property or portion of property and reschedule and/or cancel any subsequent service in an area. The Contractor shall be given at least 24 hour notice of any such closure.

9. Payment Payment shall be made on a per job basis. After final inspection and acceptance by the Government, the Contractor must submit an invoice to the Technical Point of Contact. The invoice shall include the invoice date, contract number, dates of service, description of work, quantities, process, and total amount due per line item. For jobs greater than 30 days the contractor may request progress payment.

All invoices may be mailed to U.S. Army Corps of Engineers East Brimfield

Lake 24 Riverview Avenue Fiskdale, Massachusetts 01518

Or Emailed to keith.w.beecher@usace.army.mil.

II. Technical Requirements: Part 1 General:

Existing Conditions:

The area for the well is in an open field area with buried electrical to a 200 amp service to be used to power the well and future construction trailers/RVs. No commercial power is available. Electrical conduit and water lines are buried and placed to receive future well water (e.g., hydrants for motor home hook up) and electrical line connections for this project.

Requests for Information:

Requests concerning the work of this project should be directed to the Technical Point of Contact Keith W. Beecher, 978-318-8405, and keith.w.beecher@usace.army.mil.

Submittals:

Although the Government technically reviews submissions required by this scope of work, it is emphasized that the Contractor’s work must be prosecuted using proper internal controls and review procedures. The documents identified below must be prepared in accordance with the applicable standards, submitted for review and accepted by the government prior to the commencement of any field activities.

i. Accident Prevention Plan (APP) prior to start of field work

ii. Accident Hazard Analysis (AHA) prior to start of field work

iii. A valid Massachusetts Well Driller certification and licenses for any electrician or plumber involved in this contract

iv. Well System components and materials product sheets (prior to ordering/delivery)

v. Well completion report (After Installation and Prior to final payment)

vi. Pumping test report (After Installation and Prior to final payment)

vii. Water quality report (After Installation and Prior to final payment) showing it meets

Massachusetts drinking water standards. Lead, radon, water hardness tests shall be included.

Clean Up:

The Contractor shall practice good housekeeping to maintain a safe job site. The contractor shall keep the work area, including any storage areas, free from the accumulation of waste materials. Upon completing work in an area the contractor shall remove any tools, equipment, and m a t e r i a l s that are not the property of the government. Upon completion of work, the Contractor shall clean up the job site to the satisfaction of the Government. Slurry, drill cuttings, rock core; other solid or liquid material bailed, pumped, or otherwise generated by the drilling, installation, completion, and well development procedures shall be disposed of by the Contractor off-site.

Environmental Protection:

Containers for excess and/ or waste materials, rubbish, etc. shall be provided by the contractor at the site, and the site will be inspected/ cleaned on a daily basis. Water, air and land resources shall not be adversely impacted during the course of the work. Contractor will take necessary steps to ensure all federal, state, and local environmental regulatory requirements are met.

Government Resources:

There are no restroom facilities or government buildings at this site. The contractor shall supply his own means of communication, restroom (porta john) facilities, and waste disposal containers.

Omissions:

This contract may not cover all specified activities, steps, and procedures required to supply the contract product. In case of omission, the normal industry, state, or federal standards, practices, specifications, and/or guides shall prevail. In no instance shall an omission be reason to produce less than an acceptable product.

Quality Assurance:

The contractor is responsible for the quality control of the contract work. The government has the right to inspect and test all items called for by the contract, to the extent practicable at all times and at all places during the term of the contract.

Other Contracts:

The Government may undertake or award other contracts for additional work not related to this contract, and the Contractor shall fully cooperate with other Contractors and Government employees. The contractor shall not commit or permit any act, which will interfere with the performance of work by another contractor, or by Government employees.

Receiving and Storing Materials:

The contractor is responsible for protecting any stored material until it is placed in service.

The contractor is responsible for receiving and unloading of delivered goods. Government employees will not receive material or supplies for the contractor and will not be responsible for damage to contractor equipment or material.

Part 2 Products:

The contractor shall provide products that are consistent with the Private Well Guidelines published in 2017 by the Massachusetts Department of Environmental Protection, available online at http://www.mass.gov/eea/docs/dep/water/laws/i-thru-z/prwellgd.pdf

Variable frequency drive submersible, constant pressure pump and controls. Grundfos SQE with CU301 Control Unit or similar.

In well storage tank. FLEXCON, IWSS Model 5 or similar.

Two (2) Frost free, sanitary yard hydrants, ADA compliant, with storage tanks to preclude drinking water contact with ground water. Woodford S4H, or similar.

Utility Sheds (2) will be 6’x8’ and of sufficient height, English Garden Shed by Kloter Farms; design or similar. Buildings will be vinyl sided, no windows, lockable double doors, architectural shingles, each with 6 foot wide ramp. Sills will be pressure treated. Color of shingles and building siding will be determined by the Technical POC.

½” Minus processed gravel for shed placement.

Part 3 Execution:

Installation:

The contractor shall install the new well in conformance to the Private Well Guidelines published in 2017 by the Massachusetts Department of Environmental Protection [available online at http://www.mass.gov/eea/docs/dep/water/laws/i-thru-z/prwellgd.pdf ] and will be in conformance with National Electric Code.

The contractor shall furnish and install a new drilled private drinking water well, as approved by the Technical Point of Contact to meet the following requirements:

1. A 6-inch drilled water well, depth shall be sufficient to yield a minimum of 5 (five) gallons per minute (GPM) to a depth of 250 feet. Greater depths to 350, 450 feet will be options, to ensure GPM minimum is met.

2. Final location of the well shall be approved by the Technical Point of Contact.

3. The new well shall have a sanitary cap. The contractor shall ensure that the cap is properly installed to create a sanitary seal.

4. Install a variable frequency drive, constant pressure, submersible pump of adequate horse power to provide adequate water supply to two sanitary, frost free hydrants for recreational vehicle hook ups. Well pump shall be installed at a minimum depth of 25 feet below the maximum drawdown groundwater level after the drawdown test has been completed.

5. Install an in-well pressure tank.

6. Provide and install two frost free, sanitary yard hydrants, burial depth in compliance with manufacturer specifications to prevent freezing, with sealed reservoir, so as to preclude contact of drinking water with ground water.

7. The Contractor shall connect to the two sanitary yard hydrants, each with poly line (placed by others), in sand bed, in two locations within 125 feet of well head. Each hydrant will have a curb cock for turning water supply on/off. A handle must be provided for these curb cocks.

8. Electric line from water supply well shall be connected to existing circuit panel on site;

well to electricity supply is approximately 125 feet. Conduit is in place.

9. Bed and backfill with sand, and compact all trenches.

10. The contractor shall chlorinate and test the well water and ensure installation meets all applicable state and local codes, provide report to government Technical Point of Contact.

11. Provide and install two (2) prefabricated 6’x8’ buildings with double doors to house electrical and above ground well components.

12. Buildings will be levelly placed on a prepared, compacted pad, 10” (six inches) in depth of ½” minus processed mix. Pad will extend 12” (twelve inches) beyond drip edge of each building and be a minimum of 3” (three inches) above ground level two allow for drainage. Organic material/topsoil will be removed prior to placement of processed mix and building.

SECTION I - CONTRACT CLAUSES

52.217-7 OPTION FOR INCREASED QUANTITY--SEPARATELY PRICED LINE ITEM (MAR 1989)

The Government may require the delivery of the numbered line item, identified in the Schedule as an option item, in the quantity and at the price stated in the Schedule. The Contracting Officer may exercise the option by written notice to the Contractor within 120 days of contract award. Delivery of added items shall continue at the same rate that like items are called for under the contract, unless the parties otherwise agree.

(End of clause)

(End of Summary of Changes)