Solicitation_W912WJ19Q0042.pdf
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SEE SCHEDULE
REQUEST FOR QUOTATIONS
(THIS IS NOT AN ORDER) 1
PAGE OF PAGES
1. REQUEST NO. 2. DATE ISSUED RATING
W912WJ19Q0042 14-Feb-2019 5a. ISSUED BY
8. TO: NAME AND ADDRESS, INCLUDING ZIP CODE
SEE SCHEDULE
IMPORTANT: This is a request for information, and quotations furnished are not offers. If you are unable to quote, please so indicate on this form and return it to the address in Block 5a. This request does not commit the Government to pay any costs incurred in the preparation of the submission of this quotation or to contract for supplies or services. Supplies are of domestic origin unless otherwise indicated by quoter. Any representations and/or certifications attached to this
Request for Quotations must be completed by the quoter.
11. SCHEDULE (Include applicable Federal, State, and local taxes)
ITEM NO.
(a)
SUPPLIES/ SERVICES
(b)
QUANTITY
(c)
UNIT
(d)
UNIT PRICE
(e) (f)
SEE SCHEDULE
AMOUNT
% No. %
NOTE: Additional provisions and representations [ ] are [ ] are not attached.
13. NAME AND ADDRESS OF QUOTER (Street, City, County, State, and ZIP Code)
14. SIGNATURE OF PERSON AUTHORIZED TO
SIGN QUOTATION
15. DATE OF
QUOTATION
16. NAME AND TITLE OF SIGNER (Type or print) (Include area code)
TELEPHONE NO.
AUTHORIZED FOR LOCAL REPRODUCTION STANDARD FORM 18 (REV. 6-95)
PREVIOUS EDITION NOT USABLE Prescribed by GSA FAR (48 CFR) 53.215-1(a)
THIS RFQ X[ ] IS [ ] IS NOT A SMALL BUSINESS SET-ASIDE
6. DELIVER BY (Date)
SEE SCHEDULE
AND/OR DMS REG. 1
UNDER BDSA REG. 2
4. CERT. FOR NAT. DEF.3. REQUISITION/PURCHASE
REQUEST NO.
U S ARMY ENGR DISTRICT, NEW ENGLAND
696 VIRGINIA RD
CONCORD MA 01742-2751
9. DESTINATION (Consignee and address, including ZIP Code)
7. DELIVERY
[ ]X FOB
DESTINATION
[ ] OTHER
(See Schedule)
06-Mar-2019(Date)
PLEASE FURNISH QUOTATIONS TO THE ISSUING OFFICE IN BLOCK 5a ON OR BEFORE CLOSE OF BUSINESS:10.
978-318-8324JENNIFER M SAMELA
(Name and Telephone no.) (No collect calls)5b. FOR INFORMATION CALL:
d. CALENDAR DAYSc. 30 CALENDAR DAYSb. 20 CALENDAR DAYS12. DISCOUNT FOR PROMPT PAYMENT a. 10 CALENDAR DAYS
W912WJ19Q0042
Section B - Supplies or Services and Prices
INSTRUCTIONS TO OFFERORS
*SITE VISITS ARE HIGHLY RECOMMENDED PRIOR TO PROVIDING A QUOTE. SEE CLAUSE 52.236-27
FOR ADDITIONAL INFORMATION.
*PLEASE DIRECT QUESTIONS TO JENNIFER M. SAMELA AT (978) 318-8324 or
JENNIFER.M.SAMELA@USACE.ARMY.MIL. ANY INFORMATION RECEIVED AT THE SITE VISIT
WHICH CONFLICTS WITH THIS SOLICITAION SHOULD BE BROUGHT TO THE ATTENTION OF
JENNIFER M. SAMELA. THE SOLICITATION AND RESULTING CONTRACT SHALL BE THE
GOVERNING DOCUMENT IN ALL CASES.
** QUOTES CAN BE E-MAILED TO JENNIFER M. SAMELA AT
JENNIFER.M.SAMELA@USACE.ARMY.MIL.
NOTE 1: In accordance with FAR Part 28.101-1(c), the Contractor will NOT be required to provide a Bid Guarantee.
NOTE 2: In accordance with FAR Part 28.102-1(b), the Contractor will be required to provide the following payment protections for all construction contracts greater than $150,000.00.
(i) Payment Bond or
(ii) Irrevocable Letter of Credit and
(iii) Performance Bond
A Payment Bond or Irrevocable Letter of Credit is the SELECTED payment protection for the Government. The penal amount of bond shall be 100% of the original contract price. If the contract price increases, the Government will require an increase in the penal sum of the existing bond. This bond shall be submitted to the Contracting Officer within 10 days after receipt of award.
A Performance Bond shall be required if the total price of the quote is greater than $150,000.00. The penal amount of the Performance Bond shall be 100% of the original contract price. If the contract price increases, the Government will require an increase in the penal sum of the existing bond. This bond shall also be submitted to the Contracting Officer within 10 days after receipt of award.
NOTE 3:
QUOTATION INSTRUCTIONS:
1. If subcontractor will be used for this work, please provide company name:
2. In accordance with FAR Part 52.204-7(b)(1) Contractors must be registered in the System for Award Management (SAM) database (www.SAM.gov) to submit an offer. (Formerly the Central Contractor Registration (CCR) database and the On-Line Representations and Certifications (ORCA).) Any reference to CCR or ORCA in any clause or provision is referring to the www.sam.gov website. Please note that Google and Google Chrome are not supported browsers for SAM registration. Mozilla FireFox, Safari, and Internet Explorer are supported browsers.
NOTE: SAM.gov registration takes approximately 3 weeks (DUNS registration 1‐2 business days; CAGE code validation up to 10 business days; IRS validation and overall submission 7‐10 business days). It is the contractor’s responsibility to track SAM.gov registration and follow‐up with required tasks.
In addition, if you are registering a new entity in SAM.gov, you must provide an original, signed notarized letter stating that you are the authorized Entity Administrator. The Entity Administrator must establish a LOGIN.GOV account using the e-mail address that will be associated with the SAM registration. See https://www.gsa.gov/about-us/organization/federal-acquisition-service/office-of-systems-management/integrated-award-environment-iae/sam-update for additional information.
3. Provide business DUNS number: _______________________________ (phone 800-333-0505 for DUNS).
4. Provide business CAGE code: __________________________________
5. Tax Identification Number: ___________________________________
6. Contractors shall provide completed FAR clause 52.204-8 (Annual Representations and Certifications) found in Section K of this solicitation with their quote, if the Contractors have not completed their annual representations and certifications electronically via the SAM website at www.sam.gov. (See Paragraph 2 above).
7. Contractors are not required to submit an Accident Prevention Plan (APP) with their quote. The successful offeror will be required to submit this document at the direction of the Technical Point of Contact. The APP must be accepted by the Government Designated Authority prior to the commencement of work.
POTENTIAL OFFERORS ARE NOTIFIED THAT THE BASIS ON WHICH AWARD WILL BE MADE IS
PRICE ALONE.
ALL RESPONSIBLE SOURCES MAY SUBMIT A RESPONSE WHICH, IF TIMELY RECEIVED, MUST
BE CONSIDERED BY THE AGENCY.
INVOICES SHALL BE SENT TO TECHNICAL POINT OF CONTACT.
ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT
0001 1 Job Woonsocket Falls Generator Replacement
FFP
Contractor shall furnish all labor, materials, supplies, and transportation necessary to remove and replace the standby generator at the Woonsocket Falls Dam, remove and replace the electric meter, and install a new steel platform in accordance with the Statement of Work.
FOB: Destination
MILSTRIP: W13G8690117177
PURCHASE REQUEST NUMBER: W13G86901171770001
NET AMT
0002 1 Job Hamlet and Social Generator Replacements
FFP
Contractor shall furnish all labor, materials, supplies, and transportation necessary to remove and replace two (2) standby generators at the Hamlet and Social Pumping Stations in accordance with the Statement of Work.
FOB: Destination
PURCHASE REQUEST NUMBER: W13G86901171770002
0003 1 Job OPTION West Hill Dam Generator Replacement
FFP
Contractor shall furnish all labor, materials, supplies, and transportation necessary to remove and replace the standby generator at the West Hill Dam, remove, dispose, and replace the above ground storage fuel tank, the automatic transfer switch, and electric service meter in accordance with the Statement of Work.
FOB: Destination
PURCHASE REQUEST NUMBER: W13G86901171770003
Section C - Descriptions and Specifications
SOW
U.S. ARMY CORPS OF ENGINEERS
STATEMENT OF WORK
TASK A - WOONSOCEKT FALLS DAM BACKUP STANDBY
GENERATOR AND ELECTRICAL REPLACEMENT, NEW STEEL
PLATFORM, WOONSOCKET, RI
TASK B - HAMLET AND SOCIAL PUMPING STATION BACKUP
STANDBY GENERATOR REPLACEMENTS, WOONSOCKET, RI
TASK C - WEST HILL DAM HEATING FUEL SYSTEM, ELECTRIC
SERVICE METER AND BACKUP STANDBY GENERATOR SYSTEM
REPLACEMENT, UXBRIDGE, MA
I. GENERAL
1. Scope Furnish all equipment, materials and labor for three tasks consisting of the removal, relocation and replacement of a heating fuel system, electric service meters, backup standby generators and installation of a steel platform for a backup standby generator at the Woonsocket Flood Reduction Project in Woonsocket, RI and West Hill Dam office in Uxbridge, MA. For the purpose of facility maintenance.
2. Location The required services shall be performed at the following project site locations:
a. Task A- Woonsocket Falls Dam, 121 East Main Street, Woonsocket, RI
b. Task B- Hamlet and Social Pumping Station ~151 Davidson Ave and ~595 Clinton Street Woonsocket, RI.
c. Task C- West Hill Dam Office, 518 East Hartford Ave, Uxbridge, MA. 01569
3. Site Visits and Requests for Information
Contact the Technical Point of Contact, Joe Zanca 978-318-8419 or joseph.l.zanca@usace.army.mil) to arrange a site visit.
4. Schedule The period of performance shall be 180 days from Notice to Proceed. 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 the manual may be viewed at the following link http://www.usace.army.mil/SafetyandOccupationalHealth/EM38511,2008BeingR evised.aspx 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 to 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:
Authority of the Technical Point of Contact.
Contractor’s Safety Program (including sub-contractors).
Accident Prevention Plan and Activity Hazard Analysis.
Weekly Safety Meetings (Documented on NED Form 251) Accident Reporting (ENG Form 3394) Safety Data Sheet (SDS) requirements Correspondence, Communication and Administrative Procedures.
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 West Hill Dam and Woonsocket Flood Reduction Project. 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. The Contractor shall submit, at a minimum, two invoices and completed, signed US Army Corps of Engineers ENG93 form to the Technical Point of Contact. The invoices 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.
Invoice/Forms shall be mailed to:
US Army Corps of Engineers 518 East Hartford Ave., Uxbridge, MA 01569-1209 or emailed to joseph.l.zanca@usace.army.mil or faxed to the office at (508) 278-4234.
10. Damage to Government and Private Property The Contractor shall be responsible for restoring any Government facilities or structures damaged as a result of the firm’s operation. The Contractor shall also be responsible for any damage to private property or injury to any person as a result of the firm’s operations. The Contractor shall notify the Technical Point of Contact immediately of damage to Government and private property and injury to any person resulting from the firms’ operation.
11. Point of Contact Requirements The Contractor shall provide to the Technical Point of Contact a telephone number and a point of contact for discussion of any contractual matters.
II. TECHNICAL
Requests for Information:
Requests concerning the work of this project should be directed to the Technical Point of Contact at (978) 318-8419 or joseph.l.zanca@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 to the Technical Point of Contact for review and accepted by the government prior to the commencement of any field activities.
Product specification sheets and cut sheets for generator.
Product specification sheets and cut sheets for all associated electrical panels and equipment.
Manufacturer Warranty for all equipment and hardware.
Abbreviated Accident Prevention Plan (AAPP) and Activity Hazard
Analysis (AHA) (Prior to start of field work).
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 materials 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.
Government Resources:
The contractor is responsible for providing all materials to complete the project.
Unless specified in the contract, the Government will not provide any equipment, telephone services or other resources.
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.
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.
No burning is permissible. 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.
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.
Task A Technical:
WOONSOCKET FALLS DAM ELECTRIC BACKUP STANDBY
GENERATOR AND METER REPLACEMENT, NEW PLATFORM FOR
GENERATOR WOONSOCKET, RI.
Task A General:
Existing Conditions:
Woonsocket Falls Dam was completed in 1959. The current generator is a 40KW Diesel, three phase backup generator, with an automatic transfer switch. The current generator was installed in 2004, by the City of Woonsocket, inside Woonsocket Falls Dam Control Building. The current generator replaced the original 15KW gasoline generator. Due to current power requirements we are returning to the original backup generator power needs.
This task is for the removal of the existing 40KW three phase diesel generator, electric meter, external radiator and 100 gallon diesel fuel tank. Installation of a new 15KW diesel three phase generator, integrated bottom mount diesel fuel tank and electric meter. New generator will be installed on a new erected stainless steel platform outside the control building on an existing concrete footing.
Note contractor is responsible for final measurements.
Task A Products:
Backup generator will meet or exceed specifications as listed specifications and the following:
1. Back-up Standby Generator:
a. 15 kW standby rated, three phase, 120/208v.
b. EPA Tier 3.
c. Auto Start.
d. Two year manufactures warranty.
e. Integrated sub base double walled diesel fuel tank, with a 48 hour full load capacity.
f. Mounted on new deck with a vibration system and composite pad.
g. Electrical output will operate programmable logic controllers
(PLCs).
h. 29dB critical class silencer inside the enclosure.
i. Heavy duty battery with digital 120v trickle charger.
j. Engine block heater with adjustable thermostat control.
k. Locking weather tight, with service access, sound attenuated rated enclosure.
l. Four (4) keys per lockset.
m. Cold Start capability.
n. Charging Alternator.
o. Digital Control panel on generator with window mount on enclosure for viewing control.
p. Digital Control Panel must indicate the following: Frequency meter, Ammeter, Voltmeter Alarms and faults Oil pressure, water temperature, No start-up, Overspeed, Min/max alternator, Min/max battery voltage, Low fuel level, Emergency stop Engine parameters Hours counter, Oil pressure, Water temperature, Engine speed, Battery voltage, Fuel level.
q. Engine exhaust will be directed away from control building doorway.
r. Generator operator RPMs will not exceed 1800 RPMs.
s. Fuel Filter with viewable fuel level.
t. Remote annunciator digital control/annunciator panel, mounted inside the Dam Control Room at location approved by technical point of contact.
i. Digital control display of generator functions.
ii. Generator start and stop capability.
iii. Annunciator will have condition and alarm status.
u. Original Equipment Manufacturing Parts for motor and generator must be readily available and accessible for purchase directly by the U.S. Army Corps of Engineers.
2. Electrical Components:
a. Shall meet National Electric Codes.
b. Existing ASCO Series 300 automatic transfer switch will be reused.
c. Meter Main shall be Milbank model U5750-RXL-200-BL or equivalent.
d. Circuits to be provided for new generator for battery charge and block heater.
e. Existing electrical components, Current Transformer, Disconnect Switch and Electrical Meter, that will no longer be needed will be disconnected, removed, sealed and disposed of by contractor.
3. Platforms, Supports and Fixed Ladder :
a. Shall all be 316 stainless steel conforming to ASTM standards.
b. Provide fabricator certification for ladder assembly stating that the ladder and associated components have been fabricated according to the requirements of 29 CFR 1910.27.
c. Platform will have two 316 stainless steel safety chains at access opening for ladder.
d. Ladder will have unauthorized access locking guard.
Locking/Unlocking mechanism to be on top of platform.
e. Exterior railings, including pipe, fittings, brackets, fasteners, and other ferrous metal components will be 316 stainless steel.
f. Provide 316 Stainless Steel kick plates between railing posts, and consist 1/8-inch steel flat bars not less than 6-inches high.
g. Platform floor shall be Welded Bar Grating, 316 stainless steel, GW 100 Smooth, Welded Construction, 1" x 3/16" Bearing Bars, 1-3/16" on Center, Regular Cross Bars 4" on Center.
4. Concrete Anchors:
b. Shall not be less than ½ inch diameter bolts.
Task A Execution:
Backup Standby Generator Replacement:
Backup generator replacement installation shall occur in accordance with the scope of work and local and federal laws and the National Electric Codes. A maximum of 24 hours will be allowed for final transfer from old to new backup generator system at a time approved by the technical point of contact.
1. Work area will be restricted to contractors and USACE Employees.
2. Existing railing, where new platform will be installed and abut, shall be removed.
3. New generator stainless steel platform will be installed on existing concrete abutment. Platform will be approximately 114 inches x 106 inches and raised approximately 60 inches from below, to level of walking surface.
4. Railing and kick plates will be installed around new and existing edges.
5. Ladder will be installed from the top of new platform, approximately 130 inches to ground level.
6. Ladder will have a locking mechanism for a US Govt. supplied padlock, on top of ladder, to prevent unauthorized use from ground level.
7. Electrical components will be replaced with new. Existing electric meter, main disconnect and current transformer cabinet will be replaced with a Meter Main and new updated electrical supply from point of attachment to new meter. Contractor will work with electric provider, National Grid, for this replacement. Location of final electrical component installation must be approved by the technical point of contact.
8. New generator will be installed and anchored on platform. Electrical connections will be installed to new generator.
9. Electrical outlet will be installed inside the generator shelter, volts and amps enough to provide for a battery charger for the generator starting battery and block heater.
10. New Backup generator system will be tested, which will include four (4) Tainter Gate movements on Backup power and a standard two (2) hour load bank test with readings taken every 30 minutes, before removal of existing diesel generator.
11. Existing diesel backup generator, silencer and exhaust piping, external radiator and all components will be removed and disposed of by the contractor. Generator electrical, coolant and exhaust piping will be removed and disposed. Contractor will be responsible for removal and disposal of existing diesel fuel and coolant.
12. Contractor will be responsible for disposal of all electrical and metal conduit, pipe and railings removed.
13. Contractor is responsible for the cleanup of the site.
Task B Technical:
HAMLET AND SOCIAL DISTRICT BACKUP STANDBY GENERATOR
REPLACEMENT WOONSOCKET, RI.
**Note contractor is responsible for final measurements.**
Task B General:
Existing Conditions:
Hamlet and Social District Pumping Stations were completed in 1968. The current generators are 40KW Diesel, single phase backup generator with an automatic transfer switch. The current generators were installed in 2004, by the City of Woonsocket, outside the Pumping Station Buildings. Due to current power requirements we are installing 25KW generator replacements.
This contract is for the removal and disposal of two (2) existing 40KW single phase diesel generators with 100 gallon diesel fuel tanks. Installation of two (2) new 25KW Diesel single phase 120v/240v generators with integrated bottom mount diesel fuel tank. New generators (2) will be installed on existing concrete pad outside the Pumping Station buildings with new electrical connections.
Task B Products:
Backup generator will meet or exceed specifications as listed specifications and the following for EACH site (2) listed in Task B.:
1. Back-up Standby Generator:
a. 25 kW standby rated, single phase, 120v/240v.
b. EPA Tier 3.
c. Auto start.
d. Two year manufactures warranty.
e. With vibration system mounted on existing concrete pads.
f. Integrated sub base double walled diesel fuel tank, with a 48 hour full load capacity.
g. Electrical output will operate programmable logic controllers
(PLCs).
h. 29dB critical class silencer inside the enclosure.
i. Heavy duty battery with digital 120v trickle charger.
j. Engine block heater with adjustable thermostat control.
k. Locking weather tight, with service access, sound attenuated rated enclosure.
l. Four (4) keys per lockset.
m. Cold Start capability.
n. Charging Alternator.
o. Digital Control panel on generator with window mount on enclosure for viewing control.
p. Digital Control Panel must indicate the following: Frequency meter, Ammeter, Voltmeter Alarms and faults Oil pressure, water temperature, No start-up, Overspeed, Min/max alternator, Min/max battery voltage, Low fuel level, Emergency stop Engine parameters, Hours counter, Oil pressure, Water temperature, Engine speed, Battery voltage, Fuel level.
q. Engine exhaust will be directed away from building doorways.
r. Generator operator RPMs will not exceed 1800 RPMs.
s. Fuel Filter with viewable fuel level.
t. Remote annunciator digital control/annunciator panel, mounted inside the Pumping Station at location approved by technical point of contact.
u. Remote annunciator digital control/annunciator panel, mounted inside the Pumping Stations at location approved by technical point of contact.
i. Digital control display of generator functions.
ii. Generator start and stop capability.
iii. Annunciator will have condition and alarm status.
v. Original Equipment Manufacturing Parts for motor and generator must be readily available and accessible for purchase directly by the U.S. Army Corps of Engineers. Final Generator selection shall be approved by the Technical Point of Contact.
5. Electrical Components:
a. Shall meet National Electric Codes.
b. Existing ASCO Series 300 Automatic Transfer Switch, shall be utilized with new generators.
c. Circuits to be provided for new generator for battery charge and block heater.
d. Existing electrical components that will no longer be needed will be disconnected, removed and if necessary be sealed.
6. Concrete Anchors:
b. Shall not be less than ½ inch diameter bolts.
Task B Execution:
Backup Standby Generator Replacement:
scope of work and local, state and federal laws. A maximum of 2 days, approved by the technical point of contact, will be allowed for final transfer from old to new backup generator system.
2. Existing Generator, battery and fluids will be disconnected, removed and disposed of by contractor.
3. New generator will be installed and anchored on existing concrete pad.
4. New electrical connections will be installed to new generator.
5. Circuits will be installed inside the generator shelter, volts and amps enough to provide for a battery charger for the generator starting battery and engine block heater.
6. New Backup generator system will be tested, which will include four (4) Sluice Gate movements on Backup power and a standard two (2) hour load bank test with readings taken every 30 minutes. Contractor is responsible for the cleanup of the site.
Task C Technical:
WEST HILL DAM BACKUP STANDBY GENERATOR, FUEL TANK AND
ELECTRICAL METER REPLACEMENT UXBRIDGE, MA
Task C General:
Existing Conditions:
West Hill Dam heating fuel tank, electric service meter and backup generator are located inside the West Hill Dam Office. The Office was built in the 1980s and has several additions to the building over the years. The existing above ground storage fuel tank, with a day use tank, feeds both the heating and backup generator system. The additions to the building enclosed the electric service meter and the backup generator.
This contract is for the removal and replacement of the backup generator, removal, disposal and replacement of an above ground storage fuel tank, automatic transfer switch, and electric service meter. The new fuel storage tank will be installed in the same location as the existing, however, will only supply the heating system. The new backup generator will be located outside, with its own integrated diesel fuel tank. The electric service meter will be installed outdoors on a pedestal.
Note contractor is responsible for final measurements.
Task C Products:
Heating Fuel System, Electrical Service Meter and Backup generator will meet or exceed specifications as listed specifications and the following:
1. Heating Fuel System:
a. 275 gallon double walled fuel tank meets or exceeds ROTH type
DWT1000LH.
i. Weld free 19 gauge galvanized steel outer tank.
ii. Seamless high density polyethylene inner tank.
iii. High visibility optical leak alarm.
iv. Burner feeding system with fuel oil de-aerator.
v. Vent alarm, whistle type.
vi. Maximum tank height shall be 54”.
vii. Fuel Level indicator in one inch level reading increments.
b. Double containment fuel lines to Boiler.
c. Fuel fill containment container on the exterior of the building on the north wall that meets or exceeds Morrison 517 series.
i. 3.5 gallon capacity.
ii. Hinge cover that can be lockable with a padlock.
Electric Service Meter:
a. Shall meet or exceed National Electrical Code.
b. G90 Galvanized Steel with Powder Coat Finish.
c. Pedestal mount.
d. Meter bypass.
e. 200 amp Meter Main shall be Milbank model U5750-RXL-200-
BL or equivalent.
f. Service disconnect.
3. Back-up Standby Generator:
a. 25 kW stationary standby rating, single phase, 120v/240v.
b. EPA Tier 3.
c. Auto start.
d. Two year manufactures warranty.
e. Vibration system mounted on new concrete pad.
f. Integrated sub base double walled diesel fuel tank, with a 48 hour full load capacity.
g. Electrical output will operate programmable logic controllers
(PLCs).
h. 29dB critical class silencer inside the enclosure.
i. Heavy duty battery with digital 120v trickle charger.
j. Engine block heater with adjustable thermostat control.
k. Locking weather tight, with service access, sound attenuated rated enclosure.
l. Four (4) keys per lockset.
m. Cold Start capability.
n. Charging Alternator.
o. Digital Control panel on generator with window mount on enclosure for viewing control.
p. Digital Control Panel must indicate the following: Frequency meter, Ammeter, Voltmeter Alarms and faults Oil pressure, water temperature, No start-up, Overspeed, Min/max alternator, Min/max battery voltage, Low fuel level, Emergency stop Engine parameters Hours counter, Oil pressure, Water temperature, Engine speed, Battery voltage, Fuel level.
q. Engine exhaust will be directed away from building doorways.
r. Generator operator RPMs will not exceed 1800 RPMs.
s. Fuel Filter with viewable fuel level.
t. Remote annunciator digital control/annunciator panel, mounted inside Bay 1 office garage at location approved by the technical point of contact.
i. Digital control display of generator functions.
ii. Generator start and stop capability.
iii. Annunciator will have condition and alarm status.
u. Original Equipment Manufacturing Parts for motor and generator must be readily available and accessible for purchase directly by the U.S. Army Corps of Engineers. Final Generator selection shall be approved by the Technical Point of Contact.
4. Electrical Components:
a. Shall meet or exceed National Electric Codes.
b. New electric service meter, with main shutoff on new pedestal.
c. New Automatic Transfer Switch shall be installed with new generator.
a. Source Commercial/Backup panel mounted indicator lights.
b. Panel mount Bypass with indicator.
c. Must meet or exceed ASCO Series 300 Automatic Transfer
Switch.
d. Circuits to be provided for new generator for battery charge and block heater.
e. Existing electrical components to and from existing backup generator and electric service meter that will no longer be needed will be disconnected, removed and if necessary be sealed.
5. Concrete Pad:
a. Size and thickness shall meet or exceed manufactures recommendation.
b. Shall meet or exceed concrete composition requirements by generator and enclosure manufacturer.
c. Shall be sized to fit backup generator, tank and enclosure on top.
d. Shall be level and square.
Task C Execution:
Heating Fuel System Replacement:
Heating fuel system replacement shall occur in accordance with the scope of work and local, state and federal laws. A maximum of 1 day, approved by the technical point of contact, will be allowed for final transfer from old to new system.
2. Existing heating fuel system will be emptied of fuel, disconnected, removed and disposed of by contractor. The following will be removed and disposed:
a. 300 gallon steel tank.
b. Filler pipe and exterior fill cover.
c. Day tank and electrical service to the tank.
d. Fuel lines to backup generator.
e. Fuel lines to Boiler.
3. Plug and seal all unneeded penetrations thru walls.
4. New tank will be installed in same location of existing tank.
5. Contractor is responsible for moving and relocating existing surface mount bollards for protection of new tank.
6. New double containment lines will be installed from new fuel tank to existing boiler.
7. New filler pipe with spill containment box, will be installed in new location on the exterior of the north side of the building.
8. Contractor will fill new heating fuel tank to FULL level on level indicator.
A. Electric Service Meter Replacement:
Electric Service Meter replacement shall occur in accordance with the scope of work and local, state and federal laws. A maximum of 4 hours, approved by the technical point of contact, will be allowed for final transfer from old to new Electric Service Meter.
1. Contractor will be responsible for all communications with National Grid electric utility for meter replacement.
2. Locate and mark underground electric service/existing conduit from National Grid Pole Number 80-4 to current electrical service meter.
3. Additional existing USACE electric and data lines are buried in the vicinity of the buried building feed. These lines must be located before excavation and not be disturbed.
4. Once all lines are located, the electric service line can be followed down the pole, then underground where a location of the splice to a new main meter pedestal can be made.
5. Location of new electrical service meter pedestal will be within 25 feet of existing conduit and will be approved by technical point of contact.
6. Excavation of existing conduit and new electrical service meter will be made at approved location within 25 feet of National Grid Pole number 80- 4.
7. A new junction box may be installed if necessary where existing feed will be spliced into new pedestal meter mount.
8. Installation of new electrical service meter pedestal, main service disconnect, conduit, connections and removal of existing electrical service meter, will be made at a time approved by the technical point of contact to minimize electrical outage disruption.
9. The preferred method would be to disconnect the main service line to the main feeder line, pull back the feeder line, and connect the feeder line to the new meter main. Install and connect a new main service line from the main line, down the pole, underground to the new meter main.
10. Final connections to be made inside office building.
11. Disturbed ground surfaces will be returned to previous conditions.
C. Backup Standby Generator Replacement:
scope of work and local, state and federal laws. A maximum of 2 days, approved by the technical point of contact, will be allowed for final transfer from old to new backup generator system.
2. Existing Generator, battery and fluids will be disconnected and removed.
Battery and fluids will be removed and disposed of by contractor.
Generator will be placed on a pallet, secured on the pallet and brought outdoors for the USACE for proper property disposal.
3. Existing generator electrical conduits, automatic transfer switch, observation and remote operating panel and all associated electrical conduits will be de-energized, removed, disposed of.
4. All remaining penetrations will be reused or sealed.
5. Existing generator vents and exhaust thru east wall and roof will be covered and sealed to weather elements.
6. At location approved by the technical point of contact, the new generator concrete pad will be excavated within 40 feet on north side of office building.
7. New electrical conduit, wire and connections will be excavated (approximately 50 feet of dirt, concrete and concrete block) from new generator pad to location of new automatic transfer switch in Garage Bay 1.
Number and size of conduits will be capable of operating the generator, support circuits and communications.
8. Concrete pad and concrete removed from office, will be poured and replaced.
9. Installation of new generator with integral fuel tank and enclosure will be installed and connected to electrical system.
10. Generator fuel tank will be filled by contractor to FULL level on fuel level indicator.
11. New Backup generator system will be tested, which will include four (4) Sluice Gate movements on Backup power and a standard two (2) hour load bank test with readings taken every 30 minutes. Contractor is responsible for the cleanup of the site.
Informational Photo No. A-1: Woonsocket Falls Dam.
Informational Photo No. A-2: Location of concrete abutment for new platform, ladder and generator.
Information Photo No. A-3: Existing Diesel Generator to be removed and disposed by contractor.
Informational Photo No. A-4: Existing Electric Meter and Main Disconnect to be removed and replaced, outside, with Meter Main.
Informational Photo No. B-1: Hamlet District Pumping Station existing backup generator. New generator will use existing concrete pad and electrical conduits/connections if condition permits.
Informational Photo No. B-2: Social District Pumping Station existing diesel generator.
New generator will use existing concrete pad and electrical conduits/connections if condition permits.
Information Photo No. B-3: Hamlet District Pumping Station existing backup generator
Electrical. New generator will use existing electrical conduits/connections if condition permits.
Informational Photo No. B-4: Social District Pumping Station existing backup generator
Electrical. New generator will use existing electrical conduits/connections if condition permits.
Informational Photo No. C-1: South side of West Hill Dam office.
Informational Photo No. C-2: Existing Heating, Generator Fuel Tank and fuel lines inside bay no. 2 at corner of north and east walls.
Informational Photo No. C-3: Existing Electric Service Meter, on south wall, inside garage bay no. 2. Conduit enters meter from underground service to electric utility pole.
Information Photo No. C-4: West Hill Dam office garage bay no. 1 (open),
no. 2 (closed) on west wall and planned location of new generator on new concrete pad (orange cone).
Informational Photo No. C-5: North wall garage bay no. 1. Existing generator transfer switch, control panel, battery charger to be removed. New
Automatic Transfer switch, Main Service Disconnect and indicator panel location.
Informational Photo No. C-6: Pole no. 80-4 and existing electrical service meter, on south wall, in garage bay no. 2.
Section F - Deliveries or Performance
DELIVERY INFORMATION
CLIN DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /
CAGE
0001 180 dys. ANP 1 WOONSOCKET FLOOD CONTROL
PROJECT
JOSEPH ZANCA
121 SOUTH MAIN STREET
WOONSOCKET RI 02895
978-318-8419 FOB: Destination
961314
0002 180 dys. ANP 1 (SAME AS PREVIOUS LOCATION)
0003 180 dys. ANP 1 WEST HILL DAM PROJ OFC
JOSEPH ZANCA
518 E. HARTFORD AVE
UXBRIDGE MA 01569-1209
978-318-8410
Section H - Special Contract Requirements
SECURITY INFORMATION
The contractor and all associated sub-contractors shall receive a brief/training (provided by the RA) on the local suspicious activity reporting program. This locally developed training will be used to inform employees of the types of behavior to watch for and instruct employees to report suspicious activity to the project manager, security representative or law enforcement entity. This training shall be completed within 30 calendar days of contract award and within 30 calendar days of new employees commencing performance with the results reported to the Technical Point of Contact NLT 5 calendar days after the completion of the training.
The Contractor must pre-screen Candidates using the E-verify Program (http://www.uscis.gov/e-verify) website to meet the established employment eligibility requirements. The Vendor must ensure that the Candidate has two valid forms of Government issued identification prior to enrollment to ensure the correct information is entered into the E-verify system. An initial list of verified/eligible Candidates must be provided to the Technical Point of Contact no later than 3 business days after the initial contract award.
WAGE DETERMINATION
General Decision Number: MA190004 02/01/2019 MA4
Superseded General Decision Number: MA20180004
State: Massachusetts
Construction Type: Residential
Counties: Barnstable, Berkshire, Bristol, Essex, Hampden, Hampshire, Middlesex, Norfolk, Plymouth, Suffolk and Worcester Counties in Massachusetts.
RESIDENTIAL CONSTRUCTION PROJECTS (including single family homes and apartments up to and including 4 stories)
Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.60 for calendar year 2019 applies to all contracts subject to the Davis‐Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2015. If this contract is covered by the EO, the contractor must pay all workers in any classification listed on this wage determination at least $10.60 per hour (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract in calendar year 2019. If this contract is covered by the EO and a classification considered necessary for performance of work on the contract does not appear on this wage determination, the contractor must pay workers in that classification at least the wage rate determined through the conformance process set forth in 29 CFR 5.5(a)(1)(ii) (or the EO minimum wage rate,if it is higher than the conformed wage rate). The EO minimum wage rate will be adjusted annually. Please note that this EO applies to the above‐mentioned types of contracts entered into by the federal government that are subject to the Davis‐Bacon Act itself, but it does not apply to contracts subject only to the Davis‐Bacon Related Acts, including those set forth at 29 CFR 5.1(a)(2)‐(60). Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.
Modification Number Publication Date 0 01/04/2019 1 02/01/2019
BRMA0001‐026 08/01/2018
LOWELL CHAPTER
MIDDLESEX COUNTY (Acton, Asby, Ashland, Ayer, Bedford, Billerica, Boxboro, Carlisle, Chemsford, Dracut, Dunstable, Framingham, Ft. Devens, Groton, Holliston, Hopkinton, Hudson, Littleton, Lowell, Maynard, Natick, North Acton, Pepperell, Sherborn, Shirley, South Acton, Stow, Tewksbury, Townsend, Tyngsboro, West Acton, Westford, Wilmington) NORFOLK (Medfield, Medway, Mills) WORCESTER (Ashbumham, Athol, Fitchburg, Gardner, Harvard, Hopedale, Hubbardston, Lancaster, Leominster, Luneburg, Milford, Petersham, Phillipston, Princeton, Royalston, Southboro, Sterling, Templeton, Westminster, Winchendon)
Rates Fringes
Bricklayer, Plasterer, Stonemason.......................$ 50.81 32.82
BRMA0001‐027 08/01/2018
SPRINGFIELD/PITTSFIELD CHAPTER
BERKSHIRE, HAMPDEN, HAMPSHIRE, WORCESTER (Warren) COUNTIES
Bricklayer, Plasterers, Stonemasons, Tile Layers.........$ 41.41 31.10
BRMA0001‐028 08/01/2018
FOXBORO CHAPTER
BRISTOL (Attleboro, Berkley, Dighton, Mansfield, North Attleboro, Norton, Raynham, Rehoboth, Seekonk, Taunton) NORFOLK (Bellingham, Canton, Dedham, Foxboro, Franklin, Norfolk, Norwood, Plainville, Sharon, Walpole, Westwood, Wrenhtham) PLYMOUTH (Lakeville)
BRICKLAYER.......................$ 50.81 32.82
BRMA0001‐029 08/01/2018
WORCESTER CHAPTER
(Auburn, Barre, Blackstone, Berlin, Bolton, Boylston, Brookfield, Charlton, Clinton, Douglas, Dudley, Grafton, hardwick, Holden, Leicester, Mendon, Millbury, Millville, New Braintree, Northboro, Northbridge, Oakham, Oxford, Paxton, Rutland, Shrewbury, Southbridge, Spencer, Sturbridge, Sutton, Upton, Uxbridge, Webster, Westboro, West Boylston, Worcester)
Bricklayer, Plasterer, Stonemason.......................$ 50.80 32.82
BRMA0003‐026 08/01/2018
BOSTON CHAPTER
MIDDLESEX (Arlington, Cambridge, Everett, Malden, Medford, Melrose, Somerville) NORFOLK (Brookline, Milton) SUFFOLK
BRICKLAYER.......................$ 52.91 33.60
BRMA0003‐027 08/01/2018
LYNN CHAPTER
ESSEX (Amesbury, Andover, Beverly, Boxford, Danvers, Essex, Georgetown, Gloucester, Groveland, Hamilton, Haverhill, Ipsewich, Lawrence, Lynn, Lynnfield, Manchester, Nahant, Newbury, Newburyport, North Andover, Peabody, Rockport, Rowley, Salisbury, Salem, Saugus, Swampscott, Topsfield, Wakefield, Wenham, West Newbury) MIDDLESEX (Reading, North Reading, Wakefield)
Bricklayer, Plasterer............$ 52.91 33.60
BRMA0003‐028 08/01/2018
NEWTON CHAPTER
MIDDLESEX (Newton); NORFOLK (Dover, Needham, Wellesley)
BRMA0003‐029 08/01/2018
NEW BEDFORD CHAPTER
BARNSTABLE, BRISTOL (Acushnet, Darmouth, Fairhave, Fall River, Freetown, New Bedford, Somerset, Swansea, Westport) PLYMOUTH (Marion, Mattapoisett, Rochester, Wareham)
BRICKLAYER.......................$ 52.91 33.60
BRMA0003‐030 08/01/2018
QUINCY CHAPTER
NORFOLK (Avon, Braintree, Cohasset, Holbrook, Quincy, Randolph, Stoughton, Weymouth) PLYMOUTH (Abington, Bridgewater, Brockton, Carver, Duxbury, East Bridgewater, Halifax, hanover, Hanson, Hingham, Hull, Kingston, Marshfield, Middleboro, Norwell, Pembroke, Plymouth, Rockland, Scituate, West Bridgewater, Whitman)
BRMA0003‐031 08/01/2018
WALTHAM CHAPTER
MIDDLESEX (Belmont, Burlington, Concord, Lixington, Lincoln, Stoneham, Sudbury, Waltham, Watertown, Wayland, Weston, Winchester, Woburn)
BRMA0003‐032 08/01/2018
BARNSTABLE, BRISTOL, SUFFOLK AND WORCESTER
Rates Fringes
Tile Layer.......................$ 40.40 31.52
CARP0026‐007 09/01/2017
BRISTOL (Attleborough, North Attleborough) ESSEX, MIDDLESEX (Except Belmont, Cambridge, Everett, Malden, Medford, Somerville) NORFOLK (Bellingham, Canton, Foxboro, Franklin, Medfield, Medway, Millis, Needham, Norfolk, Norwood, Plainville, Quincy, Sharon, Walpole, Wellesley, Westwood, Wrentham) and PLYMOUTH (Duxbury, Hanover, Hingham, Hull, Marshfield, Norwell, Pembroke, Rockland and Scituate)
Carpenters (Including Drywall Hanging & Acoustical Ceiling Installation)....................$ 39.28 27.90
CARP0033‐006 09/01/2017
MIDDLESEX (Belmont, Cambridge, Everett, Malden, Medford, Somerville) NORFOLK (Brookline, Dedham, Milton) and SUFFOLK
Hanging & Acoustical Ceiling Installation)....................$ 46.43 28.35
CARP0107‐011 09/01/2017
WORCESTER COUNTY
(except Gilbertville, Hardwick, Warren, West Brookfield)
Hanging & Acoustical Ceiling Installation)....................$ 39.28 27.90
CARP0108‐012 09/04/2017
BERKSHIRE, HAMPDEN, HAMPSHIRE AND WORCESTER (Gilbertville, Hardwick, Warren, West Brookfield)
Hanging & Acoustical Ceiling Installation)....................$ 35.56 23.76
CARP0624‐008 09/01/2017
BARNSTABLE, BRISTOL (Except Attleboro and North Attleboro) AND PLYMOUTH (Bridgewater, Brockton, Kingston, Lakeville, Middleboro, Plymouth, South Hanover, Whitman)
Hanging & Acoustical Ceiling Installation)....................$ 39.28 27.90
CARP0723‐001 04/01/2018
ZONE 2: BARNSTABLE, BERKSHIRE, BRISTOL, ESSEX, HAMPDEN,
HAMPSHIRE, PLYMOUTH, WORCESTER COUNTIES AND PART OF MIDDLESEX,
NORFOLK AND SUFFOLK COUNTIES
(All other cities and towns in Massachusetts + Chelsea & Winthrop)
CARPENTER (New Wood Frame Construction not exceeding 4 stories including basement) Wood framing, siding and exterior trim work..........$ 26.34 15.82 All other carpentry work on wood frame projects......$ 26.34 15.82
CARP0723‐002 04/01/2018
ZONE 1: MIDDLESEX, NORFOLK AND SUFFOLK COUNTIES (Consists of Boston, Islands of Boston Harbor, Brookline, Cambridge, Dedham, Malden, Medford and Somerville)
Carpenters (New Wood Frame Construction not exceeding 4 stories including basement) Wood framing, siding and exterior trim work..........$ 31.20 15.82 All other carpentry work on wood frame projects......$ 31.20 15.82
* ELEC0007‐008 12/30/2018
HAMPDEN (Except Chester and Holyoke); HAMPSHIRE (Belchertown, Ware)
ELECTRICIAN......................$ 41.91 23.16
* ELEC0007‐009 12/30/2018
BERKSHIRE; HAMPDEN (Chester, Holyoke); HAMPSHIRE (Except Belchertown, Ware)
ELECTRICIAN......................$ 41.91 23.16
Teledata System Installer (Berkshire County)...............$ 41.91 23.16
ELEC0096‐004 12/01/2018
MIDDLESEX (Ashby, Ashland, Ayer, Ft. Devens, Groton, Hopkinton, Hudson, Marlboro, Pepperell, Shirley, Stow, Townsend);
WORCESTER (Except Warren)
ELECTRICIAN......................$ 42.57 11%+21.92
Teledata System Installer........$ 29.04 24.67
ELEC0096‐005 12/01/2018
WORCESTER (Warren)
Rates Fringes
ELECTRICIAN......................$ 42.57 11%+21.92
ELEC0099‐005 06/01/2017
BRISTOL (North & South Attleboro, Seekonk)
Rates Fringes
ELECTRICIAN....................
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