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Home My WebLink AboutContract #: 005837 - From: To: - Exception - Exception_ _ �� - - - -- -- - �. — _ —_ _ - - --- �T �� (� _� _ �. � A �. � ,,., � �Q "'r fD � .�. O D � � UQ d _ p., ' �• ... ' � � � Q O � A� � + � Engineering Design Services (WTP) — Woodard & Curran Feb 7 — RFQ issued Mar 7 — proposals due Mar 11 — proposals sent to reviewers Mar 27 — reviews rec'd Apr 1 — fee discussion with vendor Apr 4 — message left for vendor; new fee proposal rec'd Apr 8 — contract sent to vendor Apr 24 — contract rec'd; sent to TC Apr 30 — letter to vendor re missing documentation May 6 — request to vendor for appropriate document May 20 — vendor still working on documentation Aug 12 — follow-up letter to vendor re documentation Aug 28 — call from vendor withdrawing proposal Aug 29 — letter from vendor withdrawing proposal COMMITMENT & INTEGRITY 40 Shattuck Road ( Suite 110 171W:1S*iW1 4 August 28, 2013 �' Mr. Raymond T. Santilli Assistant Town Manager WOODARD 120 Main Street &:CURRAN North Andover, MA 01845 Andover, Massachusetts 01810 www.woodardcurran.com Re: Flocculation and Sedimentation Building, Water Treatment Plant Dear Mr. Santilli: T 866.702.6371 T 978.557.8150 F 978.557.7948 As you had requested earlier, we have been attempting to obtain the certification noted in Section 19(d)(4) of the RFQ for the Flocculation and Sedimentation Building project. We ran into a few issues that were making it extremely difficult to obtain the opinion from a Certified Public Accountant (CPA) as noted in the language used in Mass Chap 7 Sect 38H(e). Our Chief Financial Officer has indicated that the language used in Mass Chapter 7 Sect 38(e) does not follow American Institute for Certified Public Accountants (AICPA) attestation standards. There are a lot of old laws on the books that are not enforced, and since none of our other clients have ever asked for this, it appears that this one belongs in that category. First, in order to express an opinion, a CPA must have a basis for the opinion, such as an audit. The language used to express an opinion must follow a prescribed format that meets the attestation standards established by the AICPA. Any opinion letter we provide would have to follow the standards. In addition, Woodard & Curran undergoes a financial audit each year. However, the audit of internal controls as required for this opinion has a different scope. This type of audit is rarely done for privately held firms; it is most often applied to banks, investment management firms, and the like. While we pay close attention to internal controls, never having gone through such an audit, we would anticipate that the audit would include recommendations for changes. In the event that there are recommendations, the auditor must issue an adverse opinion - there is no middle ground. Woodard & Curran would then need to implement the recommendations in the audit in order to obtain the opinion. In lieu of the certification noted in Section 19(d)(4), we would like to offer the Town a copy of our financial audit that we complete each year. If this is not satisfactory, unfortunately, we will not be able to provide you with the certification within the timeframe stipulated in your letter and request that our proposal be withdrawn. We apologize for any inconvenience that this issue may have caused the Town. If you have any questions concerning this material, please let us know. Sincerely, WOODARD & CURRAN INC. James J. Rivard, P.E. Senior Vice President JJR:ams (P226627.00) cc: B. Thibodeau, Division of Public Works Santilli, Ray From: Jim Finegan Ofinegan@woodardcurran.com] Sent: Thursday, August 29, 2013 11:53 AM To: Santilli, Ray Cc: Thibodeau, Bruce; Jim Rivard; Ken Carlson Subject: Flocculation and Sedimentation Basin Building, Water Treatment Plant Attachments: Accounting Certification Letter Rev2.pdf Ray, As discussed by phone, we will not be able to provide you with the certification within the timeframe stipulated in your letter, and therefore request that our proposal for this project be withdrawn. Attached is a copy of our letter explaining the issues, as well as our formal request to withdraw the proposal. We do not want to hold up the project any longer than it has been held up on this matter. We apologize for any inconvenience that this may have caused the town. A hard copy of the letter is in the mail. Jim James F. Finegan, P.E. Woodard & Curran, Inc. 40 Shattuck Road, Suite 110 Andover, MA 01810 T 978-557-8150 C 978-979-1578 jfine�an@woodardcurran.com Please note the Massachusetts Secretary of State's office has determined that most emails to and from municipal offices and officials are public records. For more information please refer to: http://www.sec.state.ma.us/pre/preidx.htm. Please consider the environment before printing this email. TOWN OF NORTH ANDOVER 120 MAIN STREET NORTH ANDOVER, MASSACHUSETTS 01845 Raymond T Santilli Assistant Town Manager Mr. James Rivard Senior Vice President Woodard & Curran 40 Shattuck Road, Suite 110 Andover, MA 01810 Dear Mr. Rivard: � NORrk � to An. �SgACHUSE August 12, 2013 TEL (978) 688-9516 FAX (978) 688-9556 By letter dated April 8, 2013 (Enclosure #1) you were advised the Town of North Andover was awarding a contract to Woodard & Curran for design services associated with the construction of a prefabricated building over the outside flocculation and sedimentation basins at the Water Treatment Plant. By letter dated April 30, 2013 (Enclosure #2), you were advised of deficiencies in your contract submission specifically a statement from an independent CPA. By email dated May 20, 2013 (Enclosure #3), you advised that some additional work was needed and you would submit the document `shortly'. Three months have since passed since our last communication and this contract issue remains unresolved. This anticipated project has come to a complete standstill with no explanation or follow-up from you or your company. In order to complete the contract paperwork, please provide the statement from an independent CPA (as required by MGL c7, §38H(e)) by close of business on Friday, August 30, 2013. Otherwise, the Town will move forward in a different manner. Sincerely, Raym6nd T. Santilli Assistant Town Manager Enclosures (3) cc., Bruce Thibodeau, Director, Division of Public Works (w/enclosures) Linda Hmurciak, Superintendent, Water Treatment Plant (w/enclosures) TOWN OF NORTH ANDOVER 120 MAIN STREET NORTH ANDOVER, MASSACHUSETTS 01845 Raymond T Santilli Assistant Town Manager Mr. James Rivard Senior Vice President Woodard & Curran 40 Shattuck Road, Suite 110 Andover, MA 01810 Dear Mr. Rivard: NORTH Of tt�LO ; e 11'O 0 F P n 1c HUSE� April 8, 2013 TEL (978) 688-9516 FAX (978) 688-9556 The Town of North Andover has decided to award a contract to Woodard & Curran for design services associated with the construction of a prefabricated building over the outside flocculation and sedimentation basins at the Water Treatment Plant. Enclosed please find three (3) original standard Town of North Andover contracts for appropriate review and signature. Please return the signed contract documents and all required accompanying paperwork to my attention as soon as possible. Please ensure that all insurance certificates list the Town of North Andover as an "additional insured". If you have any questions and/or concerns, please call me. Sincerely, Raymond T. Santilli Assistant Town Manager Enclosures TOWN OF NORTH ANDOVER 120 MAIN STREET NORTH ANDOVER, MASSACHUSETTS 01845 Raymond T Santilli Assistant Town Manager Mr. James Rivard Senior Vice President Woodard & Curran 40 Shattuck Road, Suite 110 Andover, MA 01810 Dear Mr. Rivard: NORTIi OE�t�eD �"ANO O mA ��SSACHus�� April 30, 2013 TEL (978) 688-9516 FAX (978) 688-9556 By previous letter, you were advised the Town of North Andover was awarding a contract to Woodard & Curran for design services associated with the construction of a prefabricated building over the outside flocculation and sedimentation basins at the Water Treatment Plant. You were asked to sign and return the contract documents and "all required accompanying paperwork". Based on the Towns review of the submitted paperwork, the following deficiencies were noted: o The Agreement for Design Services, Section 19 — Certifications Required by Law, Paragraph (d)(4) requires you to "submit a statement from an independent certified public accountant that such CPA (or public accountant) has examined the Designer's internal auditing controls and expresses an opinion as to their consistency with the Designer's statements in (2) above and whether such statements are reasonable with respect to transactions and assets that are substantial in relation to the Designer's financial statements. (M.G.L. c. 7, §38H(e)." If you have any questions and/or concerns, please call me. Sincerely, Raymond T. Santilli Assistant Town Manager Santilli, Ray From: Jim Finegan Ofinegan@woodardcurran.com] Sent: Monday, May 20, 2013 11:12 AM To: Santilli, Ray Subject: RE: Necessary Contract Document Good morning Ray, Our firm's outside account has reviewed the material referenced and has determined that they will have to complete some additional work before they can provide the requested documentation. We should have this shortly. Sorry for the delay. Jim Finegan -----Original Message ----- From: Santilli, Ray[mailto:rsantill@townofnorthandover.com] Sent: Monday, May 06, 2013 2:06 PM To: Jim Finegan Cc: Jim Rivard Subject: Necessary Contract Document Hey Jim, Per Town Counsel, the financial report you forwarded does not meet the statutory requirement for the necessary contract document. Attached is an example of the required notice from another architect/designer contract that was recently executed. Thanks Ray Santilli Assistant Town Manager Town of North Andover 120 Main Street North Andover, MA 01845 Phone 978.688.9516 Fax 978.688.9556 Email rsantilli@townofnorthandover.com Web www.townofnorthandover.com Please note the Massachusetts Secretary of State's office has determined that most emails to and from municipal offices and officials are public records. For more information please refer to: http://www.sec.state.ma.us/pre/preidx.htm. Please consider the environment before printing this email. Santilli, Ray From: Jim Finegan Ofinegan@woodardcurran.com] Sent: Monday, May 20, 2013 11:12 AM To: Santilli, Ray Subject: RE: Necessary Contract Document Good morning Ray, Our firm's outside account has reviewed the material referenced and has determined that they will have to complete some additional work before they can provide the requested documentation. We should have this shortly. Sorry for the delay. Jim Finegan -----Original Message ----- From: Santilli, Ray [mailto:rsantill@townofnorthandover.com] Sent: Monday, May 06, 2013 2:06 PM To: Jim Finegan Cc: Jim Rivard Subject: Necessary Contract Document Hey Jim, Per Town Counsel, the financial report you forwarded does not meet the statutory requirement for the necessary contract document. Attached is an example of the required notice from another architect/designer contract that was recently executed. Thanks Ray Santilli Assistant Town Manager Town of North Andover 120 Main Street North Andover, MA 01845 Phone 978.688.9516 Fax 978.688.9556 Email rsantilli@townofnorthandover.com Web www.townofnorthandover.com Please note the Massachusetts Secretary of State's office has determined that most emails to and from municipal offices and officials are public records. For more information please refer to: http://www.sec.state.ma.us/pre/preidx.htm. Please consider the environment before printing this email. Santilli, Ray From: Santilli, Ray Sent: Monday, May 06, 2013 2:06 PM To: 'jfinegan@woodardcurran.com' Cc: 'jrivard@woodardcurran.com' Subject: Necessary Contract Document Attachments: 201305061400. pdf Hey Jim, Per Town Counsel, the financial report you forwarded does not meet the statutory requirement for the necessary contract document. Attached is an example of the required notice from another architect/designer contract that was recently executed. Thanks Ray Santilli Assistant Town Manager Town of North Andover 120 Main Street North Andover, MA 01845 Phone 978.688.9516 Fax 978.688.9556 Email rsantilli@townofnorthandover.com Web www.townofnorthandover.com TOWN OF NORTH ANDOVER 120 MAIN STREET NORTH ANDOVER, MASSACHUSETTS 01845 Raymond T Santilh Assistant Town Manager Mr. James Rivard Senior Vice President Woodard & Curran 40 Shattuck Road, Suite 110 Andover, MA 01810 Dear Mr. Rivard: April 30, 2013 TEL (978) 688-9516 FAX (978) 688-9556 By previous letter, you were advised the Town of North Andover was awarding a contract to Woodard & Curran for design services associated with the construction of a prefabricated building over the outside flocculation and sedimentation basins at the Water Treatment Plant. You were asked to sign and return the contract documents and "all required accompanying paperwork". Based on the Towns review of the submitted paperwork, the following deficiencies were noted: o The Agreement for Design Services, Section 19 — Certifications Required by Law, Paragraph (d)(4) requires you to "submit a statement from an independent certified public accountant that such CPA (or public accountant) has examined the Designer's internal auditing controls and expresses an opinion as to their consistency with the Designer's statements in (2) above and whether such statements are reasonable with respect to transactions and assets that are substantial in relation to the Designer's financial statements. (M.G.L. c. 7, §38H(e)." If you have any questions and/or concerns, please call me. Sincerely, Raymond T. Santilli Assistant Town Manager COMMITMENT & INTEGRITY 40 Shattuck Road T 866.702.6371 DRIVE RESULTS Suite 110 T 978.557.8150 Andover, Massachusetts 01810 F 978.557.7948 www.woodardcurran.com ,44 April 30, 2013 WOODARD &CURRAN Mr. Raymond T. Santilli Assistant Town Manager 120 Main Street North Andover, MA 01845 Re: Flocculation and Sedimentation Building, Water Treatment Plant Dear Mr. Santilli: Attached as requested is a copy of Woodard & Curran's most recent audited financial statement from an independent certified public accountant. The accountant's opinion concerning the financial statement is contained on page one of the report. Please let us know if you have any questions concerning this material. We look forward to getting started on this project. Sincerely, WOODARD & CURRAN INC. 6a�m e F. Finegan, P. E. Associate Enclosures cc: J. Rivard, Woodard & Curran BerryDunn WOODARD &CURRAN CONSOLIDATED FINANCIAL STATEMENTS December 28, 2012 and December 30, 2011 With Independent Auditor's Report M BerryDunn INDEPENDENT AUDITOR'S REPORT The Board of Directors Woodard & Curran, Inc. and Subsidiary We have audited the accompanying consolidated financial statements of Woodard & Curran, Inc. and Subsidiary (the Company), which comprise the consolidated balance sheets as of December 28, 2012 and December 30, 2011, and the related consolidated statements of income, changes in stockholders' equity, and cash flows for the years then ended, and the related notes to the consolidated financial statements. Management's Responsibility for the Consolidated Financial Statements Management is responsible for the preparation and fair presentation of these consolidated financial statements in accordance with U.S. generally accepted accounting principles; this includes the design, implementation, and maintenance of internal control relevant to the preparation and fair presentation of consolidated financial statements that are free from material misstatement, whether due to fraud or error. Auditor's Responsibility Our responsibility is to express an opinion on these consolidated financial statements based on our audits. We conducted our audits in accordance with U.S. generally accepted auditing standards. Those standards require that we plan and perform the audit to obtain reasonable assurance about whether the consolidated financial statements are free of material misstatement. An audit involves performing procedures to obtain audit evidence about the amounts and disclosures in the consolidated financial statements. The procedures selected depend on the auditor's judgment, including the assessment of the risks of material misstatement of the consolidated financial statements, whether due to fraud or error. In making those risk assessments, the auditor considers internal control relevant to the entity's preparation and fair presentation of the consolidated financial statements in order to design audit procedures that are appropriate in the circumstances, but not for the purpose of expressing an opinion on the effectiveness of the entity's internal control. Accordingly, we express no such opinion. An audit also includes evaluating the appropriateness of accounting policies used and the reasonableness of significant accounting estimates made by management, as well as evaluating the overall presentation of the consolidated financial statements. We believe that the audit evidence we have obtained is sufficient and appropriate to provide a basis for our audit opinion. Opinion In our opinion, the consolidated financial statements referred to above present fairly, in all material respects, the consolidated financial position of Woodard & Curran, Inc. and Subsidiary as of December 28, 2012 and December 30, 2011, and the consolidated results of their operations and their consolidated cash flows for the years then ended in accordance with U.S. generally accepted accounting principles. 6,1V , " , mc,�Ca— ei;-006-- �- Manchester, New Hampshire February 28, 2013 Portland, ME • Bangor, ME • Manchester, NH www.berrydunn.com WOODARD & CURRAN, INC. AND SUBSIDIARY Consolidated Balance Sheets December 28, 2012 and December 30, 2011 ASSETS 2012 2011 Current assets Cash $ 371,333 $ 12,450 Accounts receivable, less allowance for doubtful accounts of $674,965 and $1,012,609 in 2012 and 2011, respectively 23,756,390 24,841,186 Work in process 9,975,326 10,268,761 Employee and other receivables 175,865 43,660 Refundable income taxes 125,110 1,295,963 Prepaid expenses 1,705,483 1,524,090 Deposits 758,276 1,207,514 Total current assets 36.867.783 39.193.624 Property and equipment, at cost Furniture and fixtures 3,212,577 2,789,498 Data processing equipment 6,129,429 5,008,481 Vehicles 1,343,297 1,133,219 Leasehold improvements 2,069,187 1,114,285 Communications equipment 1,070,014 1,014,620 Field equipment 420,878 365,418 14,245,382 11,425,521 Less accumulated depreciation and amortization 8,993,864 7.953.467 Net property and equipment 5,251,518 3,472,054 Other assets Goodwill 2,031,844 - Other intangible assets, net of accumulated amortization of $315,000 in 2012 717,123 - Related party contract and other receivables, less allowance of $295,304 in 2011 56,000 498,303 Cash value of officers' life insurance 35.124 314,117 Total other assets 2,840,091 812,420 $ 44,959,392 $ 43,478,098 The accompanying notes are an integral part of these consolidated financial statements. -2- k LIABILITIES AND STOCKHOLDERS' EQUITY Total long-term liabilities Total liabilities Contingencies and commitments (Notes 2, 5,10 and 11) Stockholders' equity Common stock Retained earnings Less treasury stock, at cost Total stockholders' equity 2,669,795 1,902,991 31,000,534 31,594,415 1,436,119 1,151,420 12,714,424 11,538,906 14,150, 543 12, 690, 326 (191,685) (806,643) 13,958,858 11,883,683 $ 44,959,392 $ 43,478,098 11 2012 2011 Current liabilities Line of credit $ 2,209,378 $ 1,591,930 Current portion of long-term debt 1,214,188 643,040 Accounts payable 4,081,632 4,923,305 Pre -billings on work in process 5,292,976 5,733,256 Accrued payroll and related taxes 3,037,429 2,747,152 Accrued bonuses 4,080,936 5,340,423 Other accrued expenses 1,535,900 2,045,918 Deferred income taxes 6,878,300 6,666,400 Total current liabilities 28,330,739 29,691,424 Long-term liabilities, excluding current portion Long-term debt 1,132,795 1,178,491 Other long-term liabilities 500,000 - Deferred income taxes 1,037,000 724,500 Total long-term liabilities Total liabilities Contingencies and commitments (Notes 2, 5,10 and 11) Stockholders' equity Common stock Retained earnings Less treasury stock, at cost Total stockholders' equity 2,669,795 1,902,991 31,000,534 31,594,415 1,436,119 1,151,420 12,714,424 11,538,906 14,150, 543 12, 690, 326 (191,685) (806,643) 13,958,858 11,883,683 $ 44,959,392 $ 43,478,098 11 I WOODARD & CURRAN, INC. AND SUBSIDIARY Consolidated Statements of Income Years Ended December 28, 2012 and December 30, 2011 Contract revenue Direct expenses Labor Out-of-pocket and subconsultant expenses Total direct expenses Gross profit Indirect expenses Marketing Indirect salaries, benefits and payroll taxes Bonuses and 401(k) contributions Education, training and meetings Automobile Field supplies Office operations Building occupancy costs Computer operating costs Professional services Insurance Recruiting and employee relations Miscellaneous Amortization of other intangibles Bad debt expense Total indirect expenses Operating income Interest expense Income before income taxes Income taxes Net income 2012 2011 $127,893,530 $120,516.019 27,384,935 24,345,411 48, 637.771 48, 639, 009 76,022,706 72,984,420 51,870,824 47,531,599 5,258,770 4,933,598 26,284,964 22,713,491 4,320,926 5,531,109 2,048,444 1,734,178 232,580 279,932 302,631 355,869 1,951,730 1,837,035 4,178,194 3,700,123 1,960,176 1,681,552 707,780 717,518 1,422,996 1,164,174 269,653 300,551 270,298 41,379 315,000 - 157,702 543,255 49,681,844 45,533.764 2,188,980 1,997,835 (131,662) (84,903) 2,057,318 1,912,932 (881,799) (186,262) $ 1,175,519 $ 1,726,670 The accompanying notes are an integral part of these consolidated financial statements. -3- WOODARD & CURRAN, INC. AND SUBSIDIARY Consolidated Statements of Changes in Stockholders' Equity Years Ended December 28, 2012 and December 30, 2011 Balances, December 31, 2010 Net income Purchase of 883 shares of treasury stock Sale of 2,720 shares of treasury stock Balances, December 30, 2011 Net income Purchase of 565 shares of treasury stock Sale of 9,405 shares of treasury stock Balances, December 28, 2012 Common Retained Treasury Stock Earnings Stock Total $ 1,070,528 $ 9,812,236 $ (882,753) $10,000,011 - 1,726,670' - 1,726,670 80.892 - 1,151,420 11,538,906 1,175,519 (76,944) (76,944) 153.054 233.946 (806,643) 11,883,683 1,175,519 (58,839) (58,839) 284,699 673,797 958.496 $ 1,436.119 $12,714,425 $ (191,685) $13.958,859 The accompanying notes are an integral part of these consolidated financial statements. -4- WOODARD & CURRAN, INC. AND SUBSIDIARY Consolidated Statements of Cash Flows Years Ended December 28, 2012 and December 30, 2011 Cash flows from investing activities Acquisition of Cummings/Riter Consultants, Inc., net of cash acquired (1,714,596) - Proceeds from cancellation of officers' life insurance policies . 311,582 - Proceeds from disposal of equipment 21,041 10,576 Acquisition of property and equipment (2,521,861) (1,451.924) Net cash used by investing activities (3,903,834) (1,441,348) Cash flows from financing activities 2012 2011 Cash flows from operating activities 117,448 1,591,930 Net income $ 1,175,519 $ 1,726,670 Adjustments to reconcile net income to net cash provided (used) by (1,217,274) (835,825) operating activities (58,839) (76,944) Depreciation and amortization 1,652,368 1,062,057 Deferred income taxes 524,400 1,109,200 Change in cash value of officers' life insurance (32,589) (76,502) Change in allowance for doubtful accounts receivable (397,843) 541,609 Change in allowance for related party contract and other receivables - (295,304) Loss (gain) on disposal of equipment 70,937 (9,438) Changes in working capital assets and liabilities Accounts receivable 3,074,121 (4,673,043) Work in process 466,270 (2,785,443) Employee and other receivables (132,205) 22,110 Related party contract and other receivables 442,303 (1,470) Refundable income taxes 1,170,853 (1,071,769) Prepaid expenses (82,061) 117,612 Deposits 464,938 (45,999) Accounts payable (1,436,915) 1,276,117 Pre -billings on work in process (440,280) (500,363) Accrued payroll and related taxes 290,277 242,184 Accrued bonuses (1,259,487) 1,215,636 Other accrued expenses (629,503) 1,359.220 Net cash provided (used) by operating activities 4,921,103 (786.916) Cash flows from investing activities Acquisition of Cummings/Riter Consultants, Inc., net of cash acquired (1,714,596) - Proceeds from cancellation of officers' life insurance policies . 311,582 - Proceeds from disposal of equipment 21,041 10,576 Acquisition of property and equipment (2,521,861) (1,451.924) Net cash used by investing activities (3,903,834) (1,441,348) Cash flows from financing activities Net change in line of credit 117,448 1,591,930 Proceeds from borrowings on long-term debt - 750,000 Principal payments on long-term debt (1,217,274) (835,825) Purchase of treasury stock (58,839) (76,944) Proceeds from sale of treasury stock 500,280 233,946 Net cash (used) provided by financing activities (658,385) 1,663,107 Net increase (decrease) in cash 358,884 (565,157) Cash, beginning of year 12,450 577.607 Cash, end of year $ 371,334 $ 12.450 (Continued next page) The accompanying notes are an integral part of these consolidated financial statements. -5- WOODARD & CURRAN, INC. AND SUBSIDIARY Consolidated Statements of Cash Flows (Concluded) Years Ended December 28, 2012 and December 30, 2011 Supplemental cash flow disclosures Cash paid for interest Cash (received from)/paid for income taxes, net Noncash investing and financing transactions Equipment acquired under capitalized lease obligations 2012 2011 $ 122.392 $ 84.716 $ (854,754) $ 148.830 $ 33.620 Prepaid license and maintenance agreement acquired through issuance of a note payable to a financing company $ 424.477 $ Reconciliation of noncash financing activity in acquisition of 100% of stock of Cummings/Riter Consultants, Inc. (Cummings/Riter) Note payable to former shareholders of Cummings/Riter $ 1,776,465 Other long-term liabilities due to former shareholders of Cummings/Riter 500,000 Total noncash financing activity in acquisition 2,276,465 Cash paid 1,723,535 Total cost of acquisition $ 4,000,000 Liabilities assumed in acquisition $ 1.214,727 Treasury stock issued to former Cummings/Riter shareholders in lieu of cash payment on long-term debt $ 458 216 The accompanying notes are an integral part of these consolidated financial statements. WOODARD & CURRAN, INC. AND SUBSIDIARY Notes to Consolidated Financial Statements December 28, 2012 and December 30, 2011 Nature of Business Woodard & Curran, Inc. and Subsidiary (the Company) is a 700 -person, integrated engineering, science, and operations company. Privately held and steadily growing, the Company serves public and private clients locally and nationwide. Services address clients' needs in compliance; corrective action; electrical, instrumentation and controls; industrial wastewater engineering; industrial manufacturing process engineering; sanitary wastewater engineering; site/civil engineering; and water treatment and distribution engineering. The Company works for a diverse clientele including municipalities, industry, colleges and universities, the energy sector, and food and beverage manufacturers. The Company has offices in Maine, Massachusetts, Connecticut, Rhode Island, New York, Georgia, New Jersey, and Pennsylvania and operates treatment facilities across the U.S. Woodard & Curran, Inc. (Woodard & Curran) acquired 100% of the shares of Cummings/Riter Consultants, Inc. (Cummings/Riter), a Pennsylvania corporation, in January 2012. Cummings/Riter is a 32 -person firm concentrating in corrective action work with associated services in environmental compliance and site development. During the year ended December 28, 2012, Woodard & Curran entered into an agreement for a 50% interest in a joint venture, W&C - CAS, LLC. As of December 28, 2012, Woodard & Curran has not funded, nor has there been any activity in, the joint venture. 1. Summary of Significant Accounting Policies Principles of Consolidation The consolidated financial statements include the accounts of Woodard & Curran, Inc. and its wholly-owned subsidiary, Cummings/Riter Consultants, Inc. Significant intercompany accounts and transactions are eliminated upon consolidation. Fiscal Year The Company is on a 52-53 week fiscal year, ending on the last Friday in December. Use of Estimates Management uses estimates and assumptions in preparing the consolidated financial statements. Those estimates and assumptions affect the reported amounts of assets and liabilities, the disclosure of contingent assets and liabilities, and the reported revenues and expenses. Actual results could differ from those estimates. Cash The Company maintains its cash in bank deposit accounts which, at times, may exceed federally insured limits. The Company has not experienced any losses in such accounts. The Company believes it is not exposed to any significant risk on cash. -7- WOODARD & CURRAN, INC. AND SUBSIDIARY Notes to Consolidated Financial Statements December 28, 2012 and December 30, 2011 Accounts Receivable Accounts receivable are stated at the amount management expects to collect from outstanding balances. Credit is extended on regular terms without collateral after appropriate credit reviews. Management provides for probable uncollectible amounts through a charge to earnings and a credit to a valuation allowance based on its assessment of the current status of individual accounts. Balances that are still outstanding after management has used reasonable collection efforts are written off against the allowance for doubtful accounts and a credit to accounts receivable. Subsequent Events For purposes of the preparation of these consolidated financial statements in conformity with U.S. generally accepted accounting principles, the Company has considered transactions or events occurring through February 28, 2013, which was the date the consolidated financial statements were available to be issued. Property and Equipment Depreciation is provided using straight-line and accelerated methods over the estimated useful lives of the assets. Leasehold improvements are amortized using the straight-line method over the lesser of the estimated useful life of the assets or the terms of the leases. Expenditures for maintenance and repairs are expensed as incurred; renewals and betterments are capitalized. Goodwill Goodwill represents the excess of cost over the fair value of net assets acquired and is evaluated annually for impairment. The Company believes that no impairment of goodwill existed as of December 28, 2012. Other Intangible Assets Other intangible assets consist of customer lists and backlog purchased as part of the acquisition of Cummings/Riter in January 2012. Other intangible assets are amortized over their estimated recognition period. Amortization related to the other intangible assets amounted to $315,000 during the year ended December 28, 2012. The estimated future aggregate amortization expense for each of the next five years is as follows: 2013 $ 268,000 2014 208,000 2015 153,000 2016 88.123 Total $_ 717,123 WOODARD & CURRAN, INC. AND SUBSIDIARY Notes to Consolidated Financial Statements December 28, 2012 and December 30, 2011 Impairment of Long -Lived Assets At each balance sheet date, management evaluates the recoverability of long-lived assets using certain financial indicators, such as historical and future ability to generate income from operations. The Company's policy is to record an impairment loss against the unamortized cost of the asset in the period when it is determined that the carrying amount of the asset may not be recoverable. The determination is based on an evaluation of such factors as the occurrence of a significant event, a significant change in the environment in which the business operates or if the expected future undiscounted cash flows would become less than the carrying amount of the asset. The Company believes that no impairment of long-lived assets existed as of December 28, 2012. Income Taxes The Company uses the accrual basis of accounting for financial reporting purposes and the cash basis of accounting for income tax purposes. Deferred income taxes are provided for the cumulative effect of differences in these methods and temporary differences between the carrying amounts for financial reporting purposes of assets and liabilities and the amounts used for tax reporting purposes and for operating losses and tax credits that are available to offset future taxable income. Treasury Stock The revised Maine Business Corporation Act (the Act), effective July 1, 2003, generally eliminated a corporation's ability to hold stock in treasury. However, Section 743 of the Act authorizes stockholders of corporations that are not publicly held to establish a private order and adopt certain provisions otherwise inconsistent with general provision of the Act. On May 3, 2004, the stockholders of Woodard & Curran approved a revision of the Company's charter specifically authorizing the Company to hold reacquired shares in treasury. Contract Revenue Recognition The majority of contracts are written on a time and materials basis. Revenues from these contracts are recognized based on the earned value (cost plus fee) generated during the period. Revenues from fixed-price consulting contracts are also recognized using the earned value method. Revenues from fixed price operation and maintenance contracts are recognized on the percentage -of -completion method. Provisions for estimated losses on incomplete contracts are made in the period in which the loss is determined. Revisions to estimated profits on contracts are recognized during the period in which the revisions are determined. Potential losses due to errors and omissions claims sometimes arise in the normal course of business. Losses on such claims are limited by insurance and are unlikely to materially impact the consolidated financial statements. WE 4 WOODARD & CURRAN, INC. AND SUBSIDIARY Notes to Consolidated Financial Statements December 28, 2012 and December 30, 2011 Acquisition of Cummings/Riter On January 29, 2012, Woodard & Curran acquired the outstanding shares of Cummings/Riter, an engineering and consulting firm in Pennsylvania concentrating in corrective action, environmental compliance, and site development. In addition, Cummings/Riter has a growing practice in the natural gas market, and specifically the Pennsylvania shale gas market. The acquisition further strengthens Woodard & Curran's market position and expands its geographic presence and customer portfolio in the region. The purchase price of $4,000,000 was funded through an initial payment by Woodard & Curran of $1,723,535. In addition, Woodard & Curran issued a 3.25% unsecured promissory note payable for $1,776,465 to the former Cummings/Riter shareholders. During the year ended December 28, 2012, Woodard & Curran paid $500,000, plus interest thereon, against the promissory note payable. In addition, Woodard & Curran issued 4,400 shares of common stock from treasury stock valued at $458,216 in lieu of payment on the promissory note payable The final component of the purchase price is an earn -out provision amounting to $500,000, which is payable by Woodard & Curran if certain criteria outlined in the purchase and sale agreement are met by Cummings/Riter during the period from December 31, 2011 through December 31, 2014. Management believes that the criteria are likely to be met and, as a result, has accrued the earn - out in 2012. The following is a summary of the amounts assigned to each major class of assets acquired and liabilities assumed at the date of acquisition: Cash $ 8,939 Accounts receivable, net 1,591,482 Work in process 172,835 Prepaid expenses 99,332 Deposits 15,700 Fixed assets 262,472 Backlog and customer lists 1,032,123 Goodwill 2,031,844 Total assets 5,214,727 Line of credit 500,000 Accounts payable 595,242 Other accrued expenses 119,485 Total liabilities 1,214,727 Total purchase price $ 4.000.000 The amount assigned to goodwill represents expected synergies and other intangibles not qualifying for separate recognition resulting from the acquisition. Woodard & Curran incurred acquisition related costs of approximately $56,000, which were recorded as indirect expenses in the consolidated statements of income. The goodwill is deductible for income-tax purposes on a straight-line basis over a period of fifteen years. -10- 0 4. WOODARD & CURRAN, INC. AND SUBSIDIARY Notes to Consolidated Financial Statements December 28, 2012 and December 30, 2011 Notes Pavable to Bank The Company has available a $12,000,000 bank operating line of credit and a $2,500,000 equipment line of credit. The interest rate is a rate per year equal to the bank's prime rate (3.25% at December 28, 2012). The Company may elect an optional interest rate equal to the LIBOR rate plus 175 basis points (1.96% at December 28, 2012). The Company can elect to lock in a portion at a fixed rate of interest. There were advances of $252,952 and $52,720 outstanding on the bank operating line of credit at December 28, 2012 and December 30, 2011, respectively. In addition, the Company classified outstanding cash disbursements as advances against the bank operating line amounting to $1,956,426 and $1,539,210 at December 28, 2012 and December 30, 2011, respectively. Advances outstanding on the equipment line of credit totaling $796,875 and $1,140,625 at December 28, 2012 and December 30, 2011, respectively, are reported within long- term debt. Within the operating line of credit, the Company also has available $5,000,000 in letters of credit. At December 28, 2012 and December 30, 2011, the Company had issued standby letters of credit in the normal course of business totaling $55,000 and $475,000, respectively. The bank lines are collateralized by a security interest in all of the Company's assets. Advances on the combined bank operating and letter of credit lines are limited to the total of 80% of eligible accounts receivable and,60% of eligible work in process. Long -Term Debt Long-term debt consists of the following: 2012 2011 Unsecured 3.25% note payable to former Cummings/Riter shareholders; $500,000.plus accrued interest is due December 31, 2013, the remaining principal and accrued interest is due December 31, 2014. $ 818,249 $ Unsecured 0.7% note payable to a financing company due in monthly installments of $11,919, including interest, through March 2015. 319,190 3.89% capital lease payable to leasing company due in monthly installments of $4,576, including interest, through July 2014; collateralized by the leased equipment. 84,173 134,739 Unsecured note payable to former stockholder due in annual installments of $46,914 plus interest at prime rate adjusted annually (3.25% at December 28, 2012) through January 2015. 140,741 187,655 - 11 - WOODARD $ CURRAN, INC. AND SUBSIDIARY Notes to Consolidated Financial Statements December 28, 2012 and December 30, 2011 Unsecured note payable to former stockholder due in annual installments of $58,154 plus interest at prime rate adjusted annually (3.25% at December 28, 2012) through January 2015. Note payable to bank due in monthly installments of $15,625 plus interest at fixed rate of 1.83% plus a floating rate (1.96% at December 28, 2012), through May 2014; collateralized by a security interest in all assets of the Company. Note payable to bank due in monthly installments of $15,625 plus interest at fixed rate of 1.83% plus a floating rate (1.96% at December 28, 2012), through October 2015; collateralized by a security interest in all assets of the Company. 2.20% capital lease payable to leasing company due in monthly installments of $468, including interest, through June 2013; collateralized by the leased equipment. 2.20% capital lease payable to leasing company due in monthly installments of $496, including interest, through August 2014; collateralized by the leased equipment. Unsecured non-interest bearing note payable due to a financing company in monthly installments of $9,727. Paid in full during 2012. Unsecured note payable to former stockholder due in annual installments of $72,055 plus interest at the bank's base rate adjusted annually (3.25% at December 28, 2012). Paid in full during 2012. Less current portion Long-term debt, excluding current portion Approximate maturities of long-term debt are as follows: 2013 2014 2015 -12- 174,464 232,618 265,625 437,500 531,250 703,125 3,175 8,730 10,116 15,928 29,181 72.055 2,346,983 1,821,531 1,214,188 643,040 $ 1,132,795 $1.178,491 $ 1,214,188 851,463 281.332 $, 2,346,983 WOODARD & CURRAN, INC. AND SUBSIDIARY Notes to Consolidated Financial Statements December 28, 2012 and December 30, 2011 5. Leases The Company leases office space under operating leases which expire at various dates through March 2022. Expense under operating leases totaled $3,799,705 and $3,384,534 in 2012 and 2011, respectively. Approximate minimum commitments, including certain utilities and common area charges, as of December 28, 2012, under operating leases are as follows: 2013 $ 3,317,000 2014 3,194,000 2015 2,752,000 2016 2,387,000 2017 2,266,000 Thereafter 6.722.000 Total minimum lease payments $ 20.638.000 6. Income Taxes The Company's income tax expense (benefit) consists of the following: Federal State Total 2012 Current $ 300,184 $ 57,215 $ 357,399 Deferred 293,800 230.600 524.400 $ 593.984 $ 287.815 $ 881,799 2011 Current $ (922,938) $ - $ (922,938) Deferred 942.300 166.900 1.109.200 $ 19.362 $ 166.900 $ 186.262 Income tax expense differs from the expense that would result from applying the federal statutory rate of 35% because the Company is subject to state income taxes and incurs certain expenses that are not deductible. In addition, the Company has claimed research and development tax credits with respect to certain qualifying activities. The net tax benefit of the identified tax credits is included as a reduction to the normal income tax expense. Any credits not utilized as a reduction of current income taxes can be carried forward for a period of 20 years. The Company's remaining unused research and development tax credits begin expiring in 2029. -13- WOODARD & CURRAN, INC. AND SUBSIDIARY Notes to Consolidated Financial Statements December 28, 2012 and December 30, 2011 The tax effect of items giving rise to the deferred income tax (benefits) liabilities at December 28, 2012 and December 30, 2011 are: 2012 2011 Current deferred income tax liability Cumulative accrual to cash differences Research and development tax credit carryforwards Net current deferred income tax liability Long-term deferred income tax liability Depreciation differences State net operating loss carryforwards Net long-term deferred income tax liability Net deferred income tax liability $ 7,743,600 $ 7,184,400 (865,300) (518.000) 6.878.300 6,666.400 1,082,600 809,000 (45.600) (84.500) 1.037,000 $ 7.915.300 724.500 $ 7.390.900 Although not currently under audit, income tax returns for the years ended December 2011, 2010 and 2009 are open to audit by federal and state authorities. 7. Retirement Plan The Company has discretionary contributory 401(k) and profit-sharing plans covering substantially all employees. Employer contributions amounted to $1,254,812 and $1,073,503 during the years ended December 28, 2012 and December 30, 2011, respectively. 8. Stock Stock share information for Woodard & Curran as of December 28, 2012 and December 30, 2011, respectively, follows: 2012 Common stock, no par value Authorized shares Issued shares Outstanding shares Treasury shares Voting Nonvoting 500,000 202,012 17,988 199,852 17,988 2,160 2011 Voting Nonvoting 500,000 207,906 12,094 196,906 12,094 11,000 There is no distinction within authorized shares regarding voting rights. Treasury shares represent repurchases of voting shares, but may be sold without voting rights. -14- WOODARD & CURRAN, INC. AND SUBSIDIARY Notes to Consolidated Financial Statements December 28, 2012 and December 30, 2011 9. Stockholders' Agreement Woodard & Curran's stockholders' agreement contains certain stock repurchase provisions, which allow Woodard & Curran to purchase any or all of the outstanding common shares being offered for sale. If Woodard & Curran does not elect to purchase the stock, the selling stockholder shall offer the shares to the remaining stockholders as specified in the agreement. 10. Related Party Transactions The Company is a guarantor of notes payable by stockholders to banks, totaling $21,478 and $71,021 at December 28, 2012 and December 30, 2011, respectively. Management does not currently expect the Company will be required to perform under the guarantees: Some of the Company's stockholders were members of U.S. Environmental Technologies LLC (USET). USET was a 9.4% stockholder of Cambridge Water Technologies, Inc. (CWT), an entity doing research and development in the treatment of wastewater and drinking water. CWT was acquired by an unrelated entity in 2012. Prior to CWT's acquisition Woodard & Curran provided consulting services to CWT amounting to $393,478 during 2011. There were no consulting services provided to CWT during 2012. The total amount receivable from CWT was $493,921 at December 30, 2011, reported as related party contract and other receivables in the consolidated financial statements. The balance of the receivable was paid to the Company in 2012. The Company owns a 50% membership interest in a joint venture, JET Alliance Group, LLC. The activity of JET Alliance Group, LLC was not material during the years ended December 28, 2012 and December 30, 2011. 11. Litigation The Company is involved in legal proceedings arising in the ordinary course of business. In the opinion of management, these matters will not materially affect the Company's financial position. -15- -4 Ago- WOODARD &CURRAN ERSoo rcr�oratcW m■ COMMITMENT & INTEGRITY DRIVE RESULTS April 22, 2013 Mr. Ray Santilli Assistant Town Manager North Andover Town Hall 120 Main Street North Andover, MA 01845 40 Shattuck Road, Suite 110 Andover, Massachusetts 01810 www.woodardcurran.com T 866.702.6371 T 978.557.8150 F 978.557.7948 Re: Request for Qualification Statements for Engineer Design Services for Flocculation & Sedimentation Building at the Water Treatment Plant Revised Fee Proposal Dear Mr. Santilli: As requested, Woodard & Curran is presenting a revised Fee Proposal to accompany our Qualifications Statement for Engineer Design Services for a Flocculation & Sedimentation Building at the Water Treatment Plant. We look forward to working with the Town on the improvements to the water treatment facilities. We would welcome the opportunity to meet with you to discuss this project. If you have any questions concerning our revised fee proposal, please contact me. Sincerely, OODARD & C RRAN C. a es J. Rivar , enior Vice President Enclosure INITIAL FEE PROPOSAL Our revised fee proposal for engineering services during the evaluation phase, design, and construction of the new cover structure for the flocculation and sedimen- tation basins at the water treatment plant is based on the following approach and scope of services. In order to develop an estimate of engineering fees, we used an approach to covering the basins that we felt would address the needs of the Town in a cost-effective manner. However, if, after completion of the evaluation stage another approach is determined by the Town to be more appropriate, then the scope of ser- vices and engineering fees may be adjusted accordingly. SCOPE OF SERVICES Evaluation Phase The scope of services during the evaluation phase of the project will be completed as outlined in the RFQ. As requested, we have deleted the meeting with the adjacent neighbors during the evaluation and design phases. Design Phase The engineering costs in our proposal include the design of the following facilities: • Pre-engineered, pre -fabricated structure similar to the Porter Panel system, consisting of: — Pre -fabricated wall panel systems with light -gauge metal stud construction. — Exterior finish of brick similar to the existing building appearance or an economical metal panel, as selected by the Owner. — Interior finish of exposed metal framing, metal liner panels, or FRP panel, as selected by the Owner. — Pre -fabricated roof truss system with a standing -seam metal roof pitched away from the existing building. — Any exposed framing on the interior would be hot -dip galvanized steel for durability in the moist treatment plant environment. — New structure would connect to side wall of existing building, with the new roof line at or below the existing roof line; this will prevent snow drift loads on the new building from imparting onto the existing roof structure. — Interior steel building columns would be strategically located to bear on existing basin concrete walls. — Garage door opening at the end of the structure by the driveway. REVISED e� dome WOODARD &CURRAN In order to develop an estimate of engineering fees, we used an approach to covering the basins that we felt would address the needs of the Town in a cost effective manner. However, if, after the evaluation stage of the project is completed, another approach is determined by the Town to be more appropriate, then the scope of services and engineering fees may be adjusted accordingly. P226627 I TOWN OF NORTH ANDOVER, MA - FLOCCULATION & SEDIMENTATION BUILDING I WOODARD & CURRAN — Small, high windows for natural lighting, similar to those in the filter gallery. — Interior will be an open, non -partitioned, maintenance space with no internal rooms. • Building would meet applicable Massachusetts building code requirements and applicable MassDEP drinking water treatment plant guidelines. • Interior lighting consisting of fluorescent lighting attached to the underside of the roof panels. • Exterior lighting over garage door and alongside and back of building. • Natural gas unit heaters. Wall or roof -mounted fans with automatic louvers to provide ventilation in the summer months. • Relocation of the existing security cameras to the exterior of the new structure. • Security and fire alarm system for new structure to connect to existing plant systems. Bidding and Construction Phases Engineering services during bidding and construction will be completed as outlined in the scope of services in the RFQ. INITIAL FEES Our revised fee proposal based on the scope of services described above is: Phase Evaluation of Options Fee $12,300 Design $25,900 Bidding Services $6,900 Construction Services $13,400 TOTAL $58,500 RATE CHART The table attached presents the hourly rates for all of the proposed professional per- sonnel that may be assigned to this project. WOODARD & CURRAN ( TOWN OF NORTH ANDOVER, MA- FLOCCULATION & SEDIMENTATION BUILDING I P226627 Massachusetts Municit)al Consultant Personnel Labor Catego Support1. Hourly Rate - Administrative $55 - Drafter $71 - Project Assistant 11. Professional Services $85 - Technician $78 - GIS Analyst/ Consultant $80' - - Technician 2/ Inspector $82 - Scientist/ Technical Service Specialist 11Operations Specialist $85 - Engineer 1/ Geologist 1l Control System Engineer/ GIS Developer $95 - Resident Engineer/ Engineer 2/ Geologist 2/ Scientist 2/ Geologist 3/ Scientist 3/ Designer $105 - Engineer 3/ Technical Service Specialist 2/ Senior Designer $115 - GIS App Developer/ Project Technical Specialist $130',' - Project Engineer/ Project Geolo istl Project Scientist] Assistant Planner/ GIS App Developer 2 $130 - Project Geologist 2 $133 - Project Engineer 2/ Project Scientist 2 $140 - Senior Project Engineer/ Project Manager/ Technical Leader $150 - Senior Engineer/ Senior Geologist/ Service Manager $160 - Project Manager 2 $175 - - Senior Project Manager $190 - Principal/ Senior Vice President/ Vice President/ LSP This Rate Schedule is confidential and for, customer Jnternal use only� W&C reserves the'right to adJust billing rates each March ist, by an average 5%. EXPENSE CATEGORY Travel' Out of Pocket (consumable field supplies, etc.) Records from Outside Sources Subcontracts (lab tests, drilling, etc.) Equipment Rental 1. Mileage rate will change as the federal allowable rate is modified. .555/mile At Cost At Cost At Cost Plus 10% At Cost Plus 10% P226627 I TOWN OF NORTH ANDOVER, MA - FLOCCULATION & SEDIMENTATION BUILDING I WOODARD & CURRAN TOWN OF NORTH ANDOVER 120 MAIN STREET NORTH ANDOVER, MASSACHUSETTS 01845 Raymond T Santilh Assistant Town Manager Attorney Carol McGravey Urbelis & Fieldsteel, LLP 155 Federal Street Boston, MA 02110 Dear Ms. McGravey: April 24, 2013 TEL (978) 688-9516 FAX (978) 688-9556 Enclosed please find for your review and approval three (3) original contracts, with accompanying documentation, between the Town of North Andover and Woodard & Curran to provide design services associated with the construction of a prefabricated building over the outside flocculation and sedimentation basins at the Water Treatment Plant. Thank you in advance for your attention to this matter. Sincerely, Raymond T. Santilli Assistant Town Manager Enclosures COMMITMENT & INTEGRITY 40 Shattuck Road T 866.702.6371 DRIVE RESULTS Suite 110 T 978.557.8150 Andover, Massachusetts 01810 F 978.557.7948 www.woodardcurran.com ,44 � April 19, 2013 WOODARD &CURRAN Mr. Raymond T. Santilli Assistant Town Manager 120 Main Street North Andover, MA 01845 Re: Flocculation and Sedimentation Building, Water Treatment Plant Dear Mr. Santilli: Attached for your use are three signed copies of the contract for the Flocculation and Sedimentation Building at the Water Treatment Plant Project. The copies each include a certificate of insurance listing the Town of North Andover as additional insured. Please let us know if you have any questions concerning this material. We look forward to getting started on this project. Sincerely, WOODARD & CURRAN INC. 6imes F. Finegan, P.E. Associate Enclosures cc: J. Rivard, Woodard & Curran WOOD&CU-01 KPAWLOWSKI A .AC6Ip I,L�,DATE(MM/DD/YYYY) INSURANCE CERTIFICATE OF LIABILITY 4/11/2013 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Ames & Gough 859 Willard Street Suite 320 Quincy, MA 02169 CONTACT NAME: PHONE /I617 328-6555 a,c No : /I617 328-6888 AIC Ext : 1 l ) E-MAIL ADDRESS: INSURERS AFFORDING COVERAGE NAIC # INSURER A: Continental Insurance Co 35289 11115/2013 INSURED INSURER B: Continental Casualty Company (CNA) A(XV) 20443 INSURER C: Transportation Insurance Company A(XV) 20494 Woodard & Curran, Inc. 41 Hutchins Dr. INSURER D: National Fire Insurance Company of Hartford A(XV 20478 INSURER E: Portland, ME 04102 INSURER F: $ P-nVFROnFS CERTIFICATE NUMBER- REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILS TYPE OF INSURANCE I ADDLSUB POLICY NUMBER MM/DDPOLICY EFF POLICY EXP MM/DD/YYYY LIMITS A GENERAL LIABILITY X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE � OCCUR X X 4030468999 11115/2012 11115/2013 EACH OCCURRENCE $ 1,000,000 DAMAGE TO RFNTED- PREMISES Ea occurrence $ 300,000 MED EXP (Any one person) $ 10,000 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRO -ECT LOC X POLICY FXI PRODUCTS - COMP/OP AGG $ 2,000,000 $ B AUTOMOBILE LIABILITY X ANY AUTO ALL OWNEDSCHEDULED AUTOS AUTOS X HIRED AUTOS X NON -OWNED AUTOS X X 4030468954 11/15/2012 11/15/2013 COMBINED bentl SINGLE LIMIT $ 1,000,000 BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PERAC DENTPERTY DAMAGE $ C X UMBRELLA LIAB EXCESSLIAB X OCCUR CLAIMS -MADE X X 4030469036 11/15/2012 11/15/2013 EACH OCCURRENCE $ 1,000,000 AGGREGATE $ 1,000,000 DED I I RETENTION $$ D WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE Y/ N OFFICERIMEMBER EXCLUDED? FNI (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below N / A X 4030463012 2123/2013 212312014 X I WC STATU- OTH- TRY IMITS E E.L. EACH ACCIDENT $ 1,000,000 E.L. DISEASE - EA EMPLOYEE $ 1,000,000 E.L. DISEASE - POLICY LIMIT $ 1,000,000 A A Prof. Liability Pollution Liability AEH 11-413-55-20 AEH 11413-55-20 11/15/2012 11115/2012 11/15/2013 11/1512013 1,000,000 1,000,000 Per ClaimlAgg 1,000,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space is required) Town of North Andover, MA, is named an additional insured with respect to the general, auto, and excess liability policies as required by written contract CERTIFIGATE Town of North Andover, MA Attn: Raymond T. Santill) 120 Main Street North Andover, MA 01845 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25 (2010/05) The ACORD name and logo are registered marks of ACORD TOWN OF NORTH ANDOVER 120 MAIN STREET NORTH ANDOVER, MASSACHUSETTS 01845 Raymond T Santilli Assistant Town Manager Mr. James Rivard Senior Vice President Woodard & Curran 40 Shattuck Road, Suite 110 Andover, MA 01810 Dear Mr. Rivard: �10RT1{ Qt Stl=° 16 ��0 � A ��SSACHUS�� April 8, 2013 TEL (978) 688-9516 FAX (978) 688-9556 The Town of North Andover has decided to award a contract to Woodard & Curran for design services associated with the construction of a prefabricated building over the outside flocculation and sedimentation basins at the Water Treatment Plant. Enclosed please find three (3) original standard Town of North Andover contracts for appropriate review and signature. Please return the signed contract documents and all required accompanying paperwork to my attention as soon as possible. Please ensure that all insurance certificates list the Town of North Andover as an "additional insured". If you have any questions and/or concerns, please call me. Sincerely, Raymond T. Santilli Assistant Town Manager Enclosures AGREEMENT FOR DESIGN SERVICES THIS AGREEMENT is made as of the 8th day of April, 2013, by and between Woodard & Curran (hereinafter called the "Designer") and the TOWN OF NORTH ANDOVER, MASSACHUSETTS, a municipal corporation duly established under the laws of the Commonwealth of Massachusetts (hereinafter called the "Town"). PRELIMINARY RECITAL A. The Town seeks to obtain certain design services associated with the construction of a prefabricated building over the outside flocculation and sedimentation basins at the Water Treatment Plant ("the Project"). B. The Designer possesses the expertise to perform and/or coordinate such services in a timely and professional manner. AGREEMENT NOW, THEREFORE, in consideration of the mutual covenants and agreements herein contained, and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, the parties hereto hereby agree as follows: Section 1. Description of Proiect/Scope of Services The nature and scope of the services to be performed by the Designer are described in this Agreement and in Schedule I attached hereto and made a part hereof (the "Services"). Section 2. Time for Performance The Services shall be performed and completed within the time and in accordance with the schedule set forth in Schedule II attached hereto and made a part hereof. Section 3. Designer's Status The Designer's relationship to the Town is that of an independent contractor and 'not that of an agent or employee of the Town. Section 4. Designer's Performance 4.1 In the performance of the Services, the Designer will observe and comply with all federal, state and local laws, ordinances, codes, rules, regulations and orders applicable to the Project and the Services to be rendered by the Designer in connection therewith including but not limited to the applicable provisions of M.G.L. Chapter 7, M.G.L. Chapter 30, and M.G.L. Chapter 149. If a Contractor to the Designer performs Services which the Designer knew or should have known to be contrary to any laws, statutes, ordinances, building codes, rules or regulations without notice to the Town, the Designer shall assume full responsibility for such work and shall bear and be liable to the Town for the attributable costs and damages arising therefrom and indemnify the Town against the adverse consequences thereof. Design Services Contract by and between Town of North Andover Page I of 27 and Woodard & Curran iO4 4.2 All of the Services to be performed by the Designer under or pursuant to this Agreement, from the inception of the Agreement until the Services have been fully performed, shall conform to the standards of care and skill which prevail among competent and qualified professionals under the same or similar circumstances involving a project and services such as the Project and Services described herein. 4.3 The Designer shall coordinate and/or provide all technical and professional services, including labor, materials, supplies, equipment, transportation, accommodation, subsistence and supervision to perform all Services as set forth herein. All of the Services to be performed and/or coordinated by the Designer will be in accordance with current technological practices, means, methods, procedures and techniques for projects such as the Project as of the time the Designer performs the Services. 4.4 The Designer will furnish efficient business administration and superintendence and perform the Services in the most expeditious and economical manner consistent with the interests of the Town. 4.5 The Designer represents and warrants that it is duly licensed (and in good standing) to perform the Services in the Commonwealth of Massachusetts. The Designer further represents and warrants that it is familiar with and has a working knowledge of the Massachusetts provisions relating to competitive bidding and public construction projects. The Designer agrees that if in the opinion of the Town, the Designer is not familiar with such provisions, the Designer shall engage at its own expense, competent personnel subject to the approval of the Town. The Town's approval of such personnel shall not relieve the Designer of its duties and obligations under this Agreement. 4.6 In connection with any Services the Designer shall at all times keep the project sites free from accumulations of waste materials or rubbish caused by the Designer's activities. At the completion of the work under this Agreement, the Designer shall remove all such waste materials and rubbish from and about the Sites. 4.7 The Designer shall, at its own cost, completely repair, restore or replace (with the same or equal materials) any buildings or improvements damaged or injured by activities under this Agreement as a result of the Designer's activities or those of its agents, sub -contractors or employees. All such repair or replacement shall be completed to the Town's satisfaction. Should the Designer refuse or neglect to make such repairs or replacements within ten (10) days after receiving notice from the Town requesting such work, then the Town shall be entitled to perform such work at the expense of the Designer. 4.8 Left intentionally blank 4.9 If the Services to be performed by the Designer involve the preparation of Written Materials, such Written Materials prepared and to be prepared by the Designer for the Project (and, in the case of drawings or plans and specifications, all improvements when built in accordance therewith) will conform to the requirements of the State Building Code, 780 CMR 1, Design Services Contract by and between Town of North Andover Page 2 of 27 and Woodard & Curran et SeMc ., and to any other applicable federal, state, municipal and local laws, ordinances, rules, regulations, codes and orders in effect at the time such work is performed. The Designer shall certify such matters to the Town and all other interested parties, as and when requested by the Town from time to time. All such certifications shall be in a form reasonably acceptable to the Town and all other interested parties. 4.10 The Designer shall give the Town not less than two (2) days prior notice of the commencement of any work under this Agreement involving entry upon any project site. Authorization must be obtained by the Designer from the Town prior to the Designer's entering upon any project site for purposes of conducting examinations and other work required to accomplish the Services. In addition, during the course of such entry, the Designer shall use diligent efforts to minimize damage to buildings and interference with the use of such sites. 4.11 Linda Hmurciak, Water Treatment Plant Superintendent, shall be the Town's primary contact person with the Designer, and James Finegan, will be the Designer's primary contact person with the Town. These contact persons named herein shall remain with the Project from start to completion of the Services covered in this agreement. 4.12 All of the foregoing is in addition to, and not in lieu of, any and all other duties, obligations, liability and responsibility implied or imposed upon the Designer by law in connection with the Services to be performed by the Designer hereunder. Section 5. Compensation 5.1 The Designer shall be paid a "fixed fee" amount for each major phase of service in accordance with Schedule III attached hereto, which will include all labor, overhead, profit, insurance, office, travel, and any other direct or indirect cost in connection with the Designer's provision of services as specified in Schedule I "Scope of Services" attached hereto, except for "Reimbursable Expenses and Sub -Contractors" under Section 5.3 hereof. The Contract Sum shall be paid as hereinafter provided in Section 6 hereof. 5.2 The Designer will enter into a certificate of a truth -in -negotiations certificate in the form prescribed by M.G.L. c.7, §38H(b) at the time of final execution of this Agreement. 5.3 "Reimbursable Expenses" and "Sub -Contractor" shall mean reasonable expenses pre - approved by the Town and incurred by the Designer in connection with the conduct of approved Services associated with the printing, copying, and mailing/delivery of printed materials such as plans and specifications; and the use of outside sub -contractors for specialized technical services deemed necessary by mutual consent of the Designer and the Town. The Designer shall submit to the Town for approval a written scope of work and cost estimates for services proposal for each sub -contractor prior to proceeding with the specified work. Payment for Reimbursable Expenses and Sub -Contractor shall be made within thirty (30) days after receipt and approval by the Town of a detailed monthly invoice of such expenses. Said monthly invoices shall (i) include a detailed itemization of the services rendered/completed, along with attached copies of the original invoices submitted to and paid by the Designer, and (ii) be certified as correct by the Designer and shall contain a further certification by the Designer that all due and payable bills Design Services Contract by and between Town of North Andover Page 3 of 27 and Woodard & Curran with respect to the expenses shown in such monthly invoice have been paid to date or shall be paid from the proceeds of the payment made pursuant to such invoice. Section 6. Payment 6.1 Based upon the documentation submitted to the Town as hereinafter provided, the Town shall make progress payments on account of the Contract Sum as follows: The Designer shall invoice the Town once per month for the portion of the Services rendered/completed during the past month. The amount of each monthly progress payment shall be equal to the percentage amount attributable to the specific Phase of the Scope of Services completed as set forth in Schedules I, 1I & III attached hereto, less retainage in such amount as the Town shall determine for any incomplete work and any claims of the Town against the Designer. The monthly invoice shall also contain separate progress payment sums for work performed/completed by any sub- contractor as specified under Section 5.3 of this Agreement. Monthly invoices shall be paid within thirty (30) days after submission to the Town of the following (all in form acceptable to the Town): (i) the certificate of the Designer stating that the Phase/portion of the Services for which payment is being requested has been completed in compliance with this Agreement; (ii) reproducibles of all plans, reports, studies and other materials to be prepared and delivered to the Town in connection with the Phase/portion of the Scope of Services for which payment is being requested. 6.2 Left intentionally blank 6.3 Neither the Town's payment of any progress payment or any final payment on account of the Contract Sum hereunder, nor the Town's failure to withhold any such payment(s) shall result in or cause a release or discharge of the Designer of its obligations hereunder or constitute a waiver of any claims against the Designer. 6.4 Any provision hereof to the contrary notwithstanding, the Town shall not be obligated to make any payment (whether a Progress Payment or Final Payment) to the Designer hereunder if any one or more of the following conditions exist, to -wit: 6.4.1 The Designer is in default of any of its obligations hereunder or otherwise is in default under this Agreement; 6.4.2 Any part of such payment is attributable to Services which are not performed in accordance with this Agreement; 6.6 No Progress Payment or other partial payment made hereunder shall be, or be construed to be, final acceptance or approval of that part of the Services to which such Progress Payment or other partial payment relates or relieve the Designer of any of its obligations hereunder with respect thereto. 6.7 The making of Final Payment by the Town to the Designer shall not constitute a waiver of any claims by the Town against the Designer arising from (i) unsettled liens, (ii) faulty or defective Services, or any errors or omissions in the Designer's performance of the Services, Design Services Contract by and between Town of North Andover Page 4 of 27 and Woodard & Curran appearing after completion thereof, (iii) failure of the Services to comply with the requirements of this Agreement, or (iv) the terms of this Agreement or provided by law pertaining to the Designer's performance of the Services, or any breach thereof by the Designer, all of which shall survive such Final Payment and final acceptance of the Services. The acceptance of Final Payment shall constitute a waiver of all claims by the Designer except those previously made in writing and identified by the Designer as unsettled at the time of the Final Request for payment. Section 7. Changes in Services 7.1 All changes in the scope of the Services shall be effected by written instrument signed by both the Town and the Designer. In no event shall the Town be required to accept and/or pay for any Services beyond the scope of the Services set forth in Schedule 1, IA and IV attached hereto unless the same is set forth in a written instrument signed by the Town and the Designer, nor shall the Town be required to pay more for any such change in the scope of the Services than is stated in such agreed upon written instrument. 7.2 In accordance with M.G.L. c.7, §38HO), the Designer or its sub -contractors shall not be compensated for any services involved in preparing changes that are required for additional work that should have been anticipated by the Designer in the bid documents, as reasonably determined by the North Andover Town Manager. Section 8. Insurance 8.1 The Designer shall provide at its own expense and maintain during the term of this Agreement, insurance policies issued by recognized and responsible insurers satisfactory to the Town and authorized to do business in the Commonwealth of Massachusetts, covering the Designer's activities in connection with this Agreement. Such insurance shall provide coverage of the type and in the amounts specified. Coverages under 8.1.3, 8.1.4 and 8.1.5 shall be provided on an "occurrence" basis. 8.1.1 As to claims covered by Worker's Compensation, the amount of the statutory limits for any state in which Services are to be performed. 8.1.2 Employer's liability insurance with limits of not less than $500,000.00 except that, if the new form policy is used, limits must be not less than $500,000.00 per accident, $500,000.00 per disease and a $2,000,000.00 policy limit on disease. 8.1.3 Insurance upon each motor vehicle used by the Designer in connection with the work provided hereunder, providing public liability coverage as to such vehicle or vehicles of not less than $1,000,000.00 for each occurrence and $1,000,000.00 in the aggregate with respect to bodily injury and property damage. 8.1.4 A comprehensive general liability policy providing bodily injury coverage, including death, for not less than $1,000,000.00 coverage as to each occurrence and $1,000,000.00 aggregate and $500,000.00 property damage, with contractual Design Services Contract by and between Town of North Andover Page 5 of 27 and Woodard & Curran liability recognizing the indemnities contained in this Agreement and completed operations for at least two (2) years. 8.1.5 Professional liability insurance covering claims arising out of errors, omissions and acts by the Designer in rendering professional services, in the amount of $1,000,000.00 or ten (10%) per cent of the project's estimated cost of construction, whichever is greater, including contractual liability coverage, with all coverage retroactive to the earlier of the date of this Agreement or commencement of the Designer's Services with respect to the Project, which coverage shall be maintained for a period of at least three (3) years after the date of Final Payment by the Town to the Designer with respect to the Project. 8.1.6 Valuable papers insurance with a limit of not less than $120,000.00 for each loss, insuring the restoration of any documents, reports, memoranda, analysis, drawings and similar papers or data relating to the Services in the event of loss or destruction. 8.2 Notwithstanding any other provision of this Agreement to the contrary, should any insurance policy required by this Agreement be cancelled or otherwise terminated before the completion of the Services hereunder, the Designer shall use all diligent efforts to procure and maintain in force similar insurance from insurers satisfactory to the Town and shall provide certificates of such insurance to the Town upon the execution of this Agreement and thereafter upon the Town's written request. In the event that the Designer is unable to obtain the required insurance coverage, then either the Designer or the Town shall have the right to terminate this Agreement without penalty, such termination to be governed by the provisions of Section 21 hereof. 8.3 On the date of this Agreement, the Designer shall furnish a certificate evidencing all of the required insurance coverage, and providing that no such coverage shall be cancelled without at least thirty (30) days' prior written notice to the Town. The Town shall be named as an additional insured party under the policies specified in paragraphs 8.1.2, 8.1.3, 8.1.4, 8.1.5, and 8.1.6 above. Section 9. Indemnification 9.1 To the fullest extent permitted by applicable law, the Designer and its agents, partners, employees, sub -contractors (collectively, "Indemnitors") shall and do agree to indemnify, defend and hold harmless the Town and its representatives, officers, attorneys, officials, employees and agents (collectively "Indemnitees") from and against all liability, claims, demands, damages, losses, liens, causes of action, suits, judgments, fines, penalties, costs and expenses (including, without limitation, reasonable attorney fees and costs of defense regardless of the outcome of the claim or suit), of any nature, kind or description claimed, asserted or prosecuted by any person or entity whomsoever, arising out of, caused by, or resulting from (a) the performance of the Services or any part thereof, or (b) any act or omission, negligent or otherwise, of the Indemnitors, anyone directly or indirectly employed by any of them or anyone for whose acts they may be liable. This indemnity shall survive the termination Design Services Contract by and between Town of North Andover Page 6 of 27 and Woodard & Curran or expiration of this Agreement. This indemnity shall be in addition to, and not in lieu of, any and all other professional liability which the Indemnitors have or may have to the Indemnitees or to third parties as a matter of law. Indemnitors also shall pay and reimburse Indemnitees for any and all reasonable attorney fees incurred by Indemnitees in connection with any litigation arising under this Agreement as a result of any breach or default by Indemnitors hereunder. The Designer's indemnification obligation covers all liability, claims or causes of action arising out of but not limited to the following: (a) Any infringement (actual or claimed) of any intellectual property right, whether it be trade secret, patent, trademark, copyright or trade name by reason of any Services to be performed hereunder or by reason of anything to be supplied hereunder; and (b) Bodily injury, sickness, disease or death, or injury to or destruction of property including the loss of use and consequential damages resulting there from. 9.2 In the event more than one of the Indemnitors are connected with an accident or occurrence covered by this indemnification, then each of such Indemnitors shall be jointly and severally responsible to the Indemnitees for indemnification and the ultimate responsibility among such Indemnitors for the loss and expense of any such indemnification shall be settled by separate proceedings and without jeopardy to any Indemnitee. The provisions of this Section shall not be construed to eliminate or reduce any other indemnification or right which the Town or any of the Indemnitees has by law against the Designer or any of the Indemnitors. Section 10. Notices All reports and payments, together with all notices and other communications required to be given under the terms of this Agreement, shall be made in writing and shall be deemed to have been made and given if mailed by certified mail, sent by overnight courier, transmitted by electronic facsimile or hand delivered to the party to receive such notice, addressed as follows: To the Town: Ms. Linda Hmurciak, Superintendent Water Treatment Plant 420 Great Pond Road North Andover, MA 01845 To Designer: James Finegan Woodard & Curran 40 Shattuck Road, Suite 110 Andover, MA 01810 Section 11. Confidential and Proprietary Information; the Ownership of Documents 11.1 All designs, drawings, plans, specifications, models, technical data, calculations, reports and other documents, information and material produced, generated or compiled by the Design Services Contract by and between Town of North Andover Page 7 of 27 and Woodard & Curran Designer and any sub -contractors engaged by the Designer in the performance of this Agreement (all herein collectively referred to as "Written Materials") shall be and become the joint property of the Town and the Designer. The Town and the Designer are vested with equal rights of ownership therein, including, without limitation, all copyrights (both statutory and common law) all of which are hereby assigned by the Designer to the Town in consideration of the compensation paid by the Town to the Designer hereunder. Without limitation upon the generality of the foregoing, it is expressly understood and agreed that the Town may utilize the Written Materials with respect to construction, maintenance, repair, alteration, expansion, modification and reconstruction of the Project at any time and from time to time. Furthermore, in the case of design drawings and/or specifications, the Town may utilize any drawings, plans or specifications produced, generated or compiled by the Designer or its Designers with respect to another project, provided the Designer shall not be responsible for changes made to the drawings, plans, or specifications without the Designer's authorization, nor for the Town's use of the drawings, plans or specifications on another project. The Designer agrees that the Town shall have access at all reasonable times to inspect and make copies of all of said Written Materials in the Designer's possession pertaining to the Project and the Services performed thereon by the Designer under this Agreement. All of the Town's rights hereunder shall survive any cancellation, termination or expiration of this Agreement. Section 12. Default and Delays 12.1 If the Designer defaults or neglects to carry out the Services in accordance with this Agreement or fails to perform any provision of this Agreement, the Town may, after five days' written notice to the Designer and without prejudice to any other remedy he may have, make good such deficiencies and may deduct the cost thereof from the payment then and thereafter due the Designer or, at its option, may terminate this Agreement. 12.2 The Designer hereby agrees that it shall have no claim for damages of any kind on account of any delay in the commencement of the Services and/or any delay or suspension of any portion of the Services, whether such delay is caused by the Town or otherwise. Section 13. Subcontracts 13.1 The Designer shall not delegate any of its duties hereunder, except to competent and reliable sub -Designers and sub -contractors approved in advance and in writing by the Town. 13.2 Requests for approval of Services to be delegated by the Designer must include a clear description of the work to be performed and the capabilities of the sub-Designers/sub- contractors to perform such work. If requested by the Town, copies of executed contracts between Designer and sub -contractor or for any other work delegated by the Designer shall be delivered to the Town immediately after such execution. 13.3 The Designer represents that it has made and will make reasonable investigation of all subcontractors to be utilized in the performance of work under this Agreement to determine that they possess the skill, knowledge and experience necessary to enable them to perform the Services required. Nothing in this Agreement shall relieve the Designer of its prime and sole Design Services Contract by and between Town of North Andover Page 8 of 27 and Woodard & Curran responsibility for the performance of the Services under this Agreement and the Designer shall remain liable for all work performed by itself or any sub -contractor or other person performing Services under the authority of the Designer. Section 14. No Third Party Beneficiary All of the provisions of this Agreement are solely for the benefit of the parties hereto, and none of the other provisions of this entire Agreement shall inure to the benefit of any person not a party to the Agreement, and third parties shall have no rights hereunder. Section 15. Records 15.1 The Designer agrees that the Town and the Commonwealth of Massachusetts, or any of their duly authorized representatives shall have access to any books, documents, papers and records of the Designer which are directly pertinent to the project for the purposes of making audit, examination, excerpts, and transcriptions. 15.2 The Designer shall maintain all records involved with this Agreement for a period of six (6) years after the Town makes Final Payment and all pending matters are closed. 15.3 It is understood that authorized representatives of the Town may inspect or review all Written Materials in progress during normal working hours. In order that all Written Materials may be readily available for conference and periodic inspection by said representatives, all Services involving the production of any Written Materials shall be performed in adequately staffed office(s) located within the confines of the Commonwealth of Massachusetts. 15.4 The Designer will protect the privacy of, and respect the confidentiality of information provided by program participants, consistent with applicable federal and state laws and regulations, including M.G.L. ch. 66, § 10, regarding access to public records. Section 16. Liability of Town The liability of the Town under this Agreement is limited to the compensation provided herein, and shall in no event include liability for incidental, special or consequential damages, or lost profits, or for damages or loss from causes beyond the Town's reasonable control. Section 17. Assistance in Claims and/or Litigation 17.1 The Designer shall render assistance to the Town in claims and/or litigation in connection with or arising out of this Agreement, including without limitation, any claims and/or litigation involving the Designer or its subcontractors; and any claims and/or litigation brought by or against the Town and any third parties, by providing only for the Town technical information, analyses and expert witnesses. The Designer shall provide such services at a mutually agreed upon and reasonable rate, except those Services which are required under this Agreement or are necessitated by the alleged acts, errors or omissions of the Designer, all of which shall be provided at no cost to the Town. Design Services Contract by and between Town of North Andover Page 9 of 27 and Woodard & Curran Section 18. Discrimination Prohibited 18.1 In all hiring or employment made possible by or resulting from this Agreement, (1) there will not be any discrimination against any employee or applicant for employment because of race, color, religion, sex, or national origin, and (2) affirmative action will be taken to ensure that applicants are employed, and that employees are treated during employment, without regard to their race, color, religion, sex, or national origin. 18.2 No person in the United States shall, on the ground of race, color, religion, sex or national origin, be excluded from participation in, be denied the benefits of, or be subject to discrimination under any program or activity made possible by or resulting from this Agreement. The Designer will comply with all requirements imposed by or pursuant to Title VI of the Civil Rights Act of 1964. Section 19. Certifications Required by Law The Designer, by executing this Agreement, certifies the following: (a) it has not given, offered or agreed to give any person, corporation or other entity any gift, contribution or offer of employment as an inducement for, or in connection with, the award of this Agreement for design services; (b) that no consultant or sub -contractor to the Designer has given, offered or agreed to give any gift, contribution or offer of employment to the Designer, or to any other person, corporation, or entity as an inducement for, or in connection with, the award to the consultant or sub -contractor of a contract by the Designer; (c) that no person, corporation or other entity, other than a bona fide full time employee of the Designer, has been retained or hired by the Designer to solicit for or in any way assist the Designer in obtaining this Agreement for design services upon an agreement or understanding that such person, corporation or other entity be paid a fee or other consideration contingent upon the award of this Agreement to the Designer; and (d) that the Designer has internal accounting controls as required by M.G.L. c. 30, §39R, and that the Designer: (1) will maintain accurate and detailed accounts for a six-year period after the Final Payment; (2) will file with the Town regular statements of the Designer concerning internal auditing controls; (3) has filed and will continue to file with the Commissioner of Capital Planning and Operations an annual audited financial statement prepared by an independent certified public accountant as required by M.G.L. c. 30, §39R; and Design Services Contract by and between Town of North Andover Page 10 of 27 and Woodard & Curran (4) will submit a statement from an independent certified public accountant that such CPA (or public accountant) has examined the Designer's internal auditing controls and expresses an opinion as to their consistency with the Designer's statements in (2) above and whether such statements are reasonable with respect to transactions and assets that are substantial in relation to the Designer's financial statements. (M.G.L. c. 7, §38H(e). (e) that the Designer, and any sub -contractor to the Designer, represents, warrants and certifies that it has complied with all laws of the Commonwealth of Massachusetts relating to taxes and all by-laws, rules and regulations of the Town of North Andover relating to taxes, fees and charges, or is lawfully contesting the validity of the same. The Designer, and any sub- contractor to the Designer, further represents, warrants and certifies that it will remain in such compliance during the term of this Agreement, including any amendments or extensions hereto. (0 That neither the Designer nor any consultants employed by the Designer have been debarred pursuant to Section 44C of M.G.L. Chapter 149. Breach of any of the foregoing provisions shall be deemed a material breach which shall entitle the Town to immediately terminate this Agreement and take any other action authorized by law. Section 20. Conflict of Interest 20.1 The Designer warrants that it has complied with all provisions of law regarding the award of this Agreement and that it, or its employees, agents, officers, directors or trustees have not offered or attempted to offer any thing of any value to any employee of the Town in connection with this Agreement. 20.2 The Designer further warrants that no employee of the Town of North Andover, including unpaid members of Town boards and commissions, serves as an. officer, director, trustee or employee of the Designer, and that no employees of the Town of North Andover have or will have a direct or indirect financial interest in this Agreement. 20.3 Violation of this Section shall be a material breach of this Agreement and shall be grounds for immediate termination of this Agreement by the Town without regard to any enforcement activities undertaken or completed by any enforcement agency. Termination of this Agreement pursuant to this Section shall not waive any claims for damages the Town may have against the Designer resulting from the Designer's violation of the terms of this Section. Section 21. Termination; Survival of Covenants 21.1 Notwithstanding any other provision of this Agreement, the Town reserves the right at any time in its absolute discretion to suspend or terminate this Agreement in whole or in part for its convenience upon written notice to the Designer. If any portion of this Agreement so suspended is not recommenced by written notice of the Town within the time period specified in Design Services Contract by and between Town of North Andover Page 11 of 27 and Woodard & Curran the written notice of suspension, the suspended portion of this Agreement shall be thereupon deemed terminated as to that portion for the convenience of the Town in accordance with this provision. The Town shall incur no liability by reason of such termination or suspension except for the obligation to pay compensation for all Services performed to the termination date, which obligation shall not exceed the limits established under each Phase of the Services as_ to which the Town has expressly authorized the Designer to proceed. 21.2 Upon receipt of any such notice or suspension or termination, the Designer shall (a) discontinue all Services affected (unless the notice directs otherwise); and (b) deliver to the Town all Written Materials and other information and materials pertaining to the Project, whether completed or in progress. 21.3 Any termination or suspension of this Agreement shall not impair the right of the Town to recover damages occasioned by the fault of the Designer. Any suspension shall not limit the right of the Town to terminate this Agreement. 21.4 All of the Designer's covenants and obligations hereunder shall survive the termination or expiration of this Agreement. Section 22. Ineligibility The Designer acknowledges that it may be ineligible to perform further design services unless the Town commissions an independent review, by a knowledgeable and competent individual or business doing such work, of the Designer's work under this Agreement to insure its reasonableness and its adequacy prior to allowing the Designer to continue on the project. Nothing contained herein shall be construed to require the Town to commission any such review. Section 23. Entire Agreement, Interpretation, Governing Law 23.1 This Agreement is the exclusive statement of the agreement of the parties with respect to its subject matter and supersedes all prior agreements, negotiations, representations, proposals and awards, written or oral, relating to its subject matter. 23.2 Headings, titles and paragraph captions are inserted in this Agreement for convenience, are descriptive only and shall not be deemed to add to or detract from or otherwise modify the meaning of the paragraphs. 23.3 This Agreement shall be governed by and construed in accordance with the laws of the Commonwealth of Massachusetts. 23.4 This Agreement may be executed in any number of counterparts, each of which shall be deemed to be an original and all of which shall constitute one and the same agreement. 23.5 The term:, "hereof', "herein" and "hereunder", and words of similar import, shall be construed to refer to this Agreement as a whole, and not to any particular section, paragraph or provision, unless expressly so stated. Design Services Contract by and between Town of North Andover Page 12 of 27 and Woodard & Curran 23.6 All words or terms used in this Agreement, regardless of the number or gender in which they are used, shall be deemed to include any other number and any other gender as the context may require. 23.7 This Agreement shall be construed without regard to any presumption or rule requiring construction against the party causing such document to be drafted or prepared. 23.8 Time is of the essence for the performance and payment of each and every covenant and obligation contained herein. 23.9 No amendment of this Agreement shall be effective unless the same is made in writing and signed by the parties hereto. 23.10 The terms "person" and "persons" used herein shall include natural persons and corporations, partnerships (general and limited), firms, associations, trusts, estates, bodies politic, political subdivisions and other entities and organizations. 23.11 Each and every provision of law and governmental regulation required by law to be inserted in an agreement such as this or in any of the contract documents shall be deemed to be inserted herein or therein and this Agreement shall read and shall be enforced as though so included therein, and if through mistake, inadvertence or otherwise any such provision is not inserted, or is not correctly inserted, then upon the application of either party, this Agreement shall be deemed to be amended to make such insertion or correction. Section 24. Assignment 24.1 The Town shall have the right to assign this Agreement to (i) any other person or entity succeeding to the Town's ownership of the Project or property which is the subject of the Designer's work hereunder, or (ii) to any other person or entity having or acquiring an interest therein, including, without limitation, any lending institution. 24.2 Designer shall not assign, pledge or hypothecate this Agreement or any monies due hereunder. Section 25. Successors and Assigns Subject to the restrictions on assignment contained in paragraph 24.2 hereof, this Agreement shall be, binding upon and inure to the benefit of the parties and their respective successors and assigns. Design Services Contract by and between Town of North Andover Page 13 of 27 and Woodard & Curran IN WITNESS WHEREOF, the parties have executed this Agreement on the date first above written. For the Designer: By For the Town: By Town Manager As to form: Town Counsel As to the availability of funds: Town Accountant Design Services Contract by and between Town of North Andover Page 14 of 27 and Woodard & Curran MASSACHUSETTS REGISTERED PRINCIPAL OF FIRM RESPONSIBLE FOR THIS PROJECT IS: 1. In accordance with the provisions of the Massachusetts General Laws, Chapter 29, §29A(4), I hereby certify that a resume of the Designer has been filed with the Designer Selection Board. In accordance with Chapter 7, §38H(e), I further certify that the DESIGNER has not given, offered or agreed to give any person, corporation, or other entity any gift, contribution or offer of employment as an inducement for, or in connection with, the award of the contract for design services; no consultant to or subcontractor for the DESIGNER; and no person, corporation or other entity, other than a bonafide full-time employee of the DESIGNER, has been retained or hired by the DESIGNER to solicit for, or in any way assist, the DESIGNER in obtaining the contract for design services upon an agreement or understanding that such person, corporation or other entity be paid a fee or other consideration contingent upon the award of the contract to the DESIGNER. I also certify that under the pains and penalties of perjury that the Designer has not offered, given, or agreed to give, received, accepted, or agreed to accept, any gift, contribution, or any financial incentive whatsoever to or from any person in connection with the contract. As used in this certification, the word "person" shall mean any natural person, business, partnership, corporation, union, committee, club, or other organization, entity or group of individuals. Furthermore, the Designer certifies under the penalties of perjury that throughout the duration of the contract, it will not have any financial relationship in connection with the performance of this contract with any materials manufacturer, distributor or vendor. Signed under the pains and penalties of perjury this day of , 2013. Name: Designer Design Services Contract by and between Town of North Andover Page 15 of 27 and Woodard & Curran SCHEDULEI SCOPE OF SERVICES A. Gather information required to become familiar with the project and the various parties that must be communicated with during the design process. B. Meet with Town, Public Works and Water Treatment Plant personnel as necessary. C. Review program requirements with staff. D. Provide a preliminary evaluation to include: o Enclosure options for owner evaluation o Provide schematic design including; floor plan, elevation views, and three- dimensional diagrams o Provide preliminary scope of project to include ■ Structure ■ Envelope ■ Systems (heating, ventilation, lighting, fire alarm, fire protection, plumbing, security, etc.) ■ Prepare preliminary analysis to include cost and design impact on existing structure(s) & system(s) o Project review with local inspector(s) E. Prepare a construction cost estimate for the entire project so that the Town can receive funding approval at the Annual Town Meeting in May of 2014. F. Subsequent to successful funding approval, review preliminary design with staff and based on the mutually agreed-upon program, schedule and construction budget requirements, prepare final design documents for bidding and construction under applicable Massachusetts Law, to include: o Drawings, floor plans, elevation views, details, section views o Performance specification for superstructure/envelope system o MEP & FP systems as required o Structural modifications to existing structure o Supplemental specifications as required o Applicable codes MA state building code and standards to be used are, but not limited to, local zoning regulations; applicable system codes to include but not limited to; NFPA, Mechanical, Plumbing, NEC; and, drinking water treatment plant standards. Design Services Contract by and between Town of North Andover Page 16 of 27 and Woodard & Curran G. Support the bid process by responding to bidder's questions, assisting in preparing addendums, reviewing submitted bids and reviewing contractor's qualifications. H. Assist in the construction phase by reviewing submittals, advising on questions and substitutions submitted by the contractor, and/or on change orders and payment requests. Design Services Contract by and between Town of North Andover Page 17 of 27 and Woodard & Curran SCHEDULE IA 1. In the performance of the Services, the Designer will observe and comply with all federal, state and local laws, ordinances, codes, rules, regulations and orders applicable to the Project and the services to be rendered by the Designer in connection therewith. The Designer shall not violate any zoning, setbacks or other requirements of applicable laws, ordinances and codes or of any recorded covenants or restrictions applicable to the Project site. If the Designer performs services which the Designer knew or should have known were contrary to any laws, statutes, ordinances, building codes, rules, regulations or recorded covenants or restrictions applicable to any Proposed Site, the Designer shall be liable to the Town for the attributable costs and damages arising there from and indemnify the town against the adverse consequences thereof. 1.2 Designer represents and warrants it is duly licensed (and in good standing) to perform the Services in the Commonwealth of Massachusetts. Designer further represents and warrants that it is familiar with and has a working knowledge of the Massachusetts provisions relating to competitive bidding and public construction projects, including, without limitations, MGL c7, §38A-380, MGL 649, §44A -44H, and MGL c30, §39M, and all related laws and regulations. The Designer agrees that if in the opinion of the Town the Designer is not familiar with such provisions, the Designer shall engage, at its own expense, competent personnel subject to the approval of the Town. The Town's approval of such personnel shall not relieve the Designer of its duties and obligations under this Agreement. 1.3 Designer shall, at its own cost, correct and make good any errors or defects in its Services, including, without limitations, any errors, omissions or defects in any plans, specifications, drawings or other documents prepared by the Designer or any of its consultants hereunder, as soon as Designer becomes aware of such errors or defects or is notified of such errors or defects. 1.4 Designer shall exercise due care to prepare all drawings, plans and specifications for the Project in conformity with the requirements of the State Building Code, 780 CMR 1.00, et. seq. and to any other applicable federal, state, municipal and local laws, ordinances, rules, regulations, codes and orders, including, without limitations, the rules and regulations of the Massachusetts Designer Access Board, 521 CMR 1.00 et. seq. Designer shall certify such matters to the Town and all other interested parties to facilitate the financing or sale or other disposition of the Project by the Town as and when requested by the Town from time to time. All such certificates shall be in a form reasonably acceptable to the Town and all other interested parties. 1.5 The Designer shall at all times assist the Town in gaining approval of the Zoning Board of Appeals, Planning Board, Board of Health, Conservation Commission and Town Meeting to approve the Project, and shall prepare all documents, studies, plans, drawings, specifications and other instruments required in connection therewith. The Designer shall attend public hearings for each of the foregoing. In furtherance thereof, the Designer Design Services Contract by and between Town of North Andover Page 18 of 27 and Woodard & Curran shall comply with all of the requirements of MGL c7, §38A-380, MGL c149, §44A -44H, and §44M, and MGL c30, §39M, and all related laws and regulations. The Designer shall be responsible for the preparation and timely submission of all design submissions, contract documents and other documents required by the foregoing as required. All design submissions, construction documents and contract documents shall conform to the appropriate requirements of the foregoing statutes and regulations, and shall be in such a form and with such information or data contained therein as may be required by such agencies. 1.6 The Designer shall comply with the requirements of MGL 049, §44M and shall prepare an energy systems life cycle cost estimate for approval by the appropriate authorities at the Design Development stage. 1.7 All of the foregoing is in addition to, and not in lieu of, any and all other duties, obligations, liability and responsibility implied or imposed upon Designer by law in connection with the Services to be performed by Designer hereunder. 1.8 The Construction Cost shall be the total cost or estimated cost to the Town of all elements of the Project designed or specified by the Designer. 1.9 The Construction Cost shall include the cost at current market rates of labor and materials furnished to the Town and equipment designed, specified, selected or specially provided for by the Designer, plus a reasonable allowance for the Contractor's overhead and profit. In addition, a reasonable allowance for contingencies shall be included for market conditions at the time of bidding and for changes in the Work during construction. 2.0 Construction Cost does not include the compensation of the Designer and Designer's consultants, the costs of the land, rights-of-way, financing or other costs which are the responsibility of the Town. 2.1 Evaluations of the Town's Project budget, preliminary estimates of Construction Cost and detailed estimates of Construction Cost, if any, prepared by the Designer, represent the Designer's best judgment as a design professional familiar with the construction industry. It is recognized, however, that neither the Designer nor the Town has control over the cost of labor, materials or equipment, over the Contractor's methods of determining bid prices, or over competitive bidding, market or negotiating conditions. Accordingly, the Designer cannot and does not warrant or represent that bids or negotiated prices will not vary from the Town's Project budget or from any estimate of Construction Cost or evaluation prepared or agreed to by the Designer. 2.2 No fixed limit of Construction Cost shall be established as a condition of this Agreement by the furnishing, proposal or establishment of a Project budget, unless such fixed limit has been agreed upon in writing and signed by the parties hereto. If such a fixed limit has been established, the Designer shall be permitted to include contingencies for design, bidding and price escalation, to determine what materials, equipment, component systems and types of construction are to be included in the Contract Documents, to make Design Services Contract by and between Town of North Andover Page 19 of 27 and Woodard & Curran reasonable adjustments in the scope of the Project and to include in the Contract Documents alternate bids to adjust the Construction Cost to the fixed limit. Fixed limits, if any, shall be increased in the amount of an increase in the Contract Sum occurring after execution of the Contract for Construction. 2.3 If the Bidding or Negotiation Phase has not commenced within 90 days after the Designer submits the Construction Documents to the Town, any Project budget or fixed limit of Construction Cost shall be adjusted to reflect changes in the general level of prices in the construction industry between the date of submission of the Construction Documents to the Town and the date on which proposals are sought. 2.4 If a fixed limit of Construction Cost is exceeded by the lowest bona fide bid or negotiated proposal, the Town shall: .I give written approval of an increase in such fixed limit; .2 authorize rebidding or renegotiating of the Project within a reasonable time; .3 if the Project is abandoned, terminate the Project; or .4 cooperate in revising the Project scope and quality as required to reduce the Construction Cost. 2.5 If the Town chooses to proceed under Clause 2.4.4, the Designer, with additional charge, shall modify the Contract Documents as necessary to comply with the fixed limit, if established as a condition of this Agreement. The modification of Contract Documents shall be the limit of the Designer's responsibility arising out of the establishment of a fixed limit. The Designer shall be entitled to compensation in accordance with this Agreement for all services performed whether or not the Construction Phase is commenced. 2.6 Bids in Excess of Cost Estimate. Should the lowest responsible and eligible bid by a general building contractor for the construction of the Project exceed by more than 5% the total estimated construction cost of the Project stated on the Estimated Project Construction Cost -Construction Document Phase prepared by the Designer and approved by the Town, the Designer shall, on written request of the Town and without cost to the Town, revise the plans and specifications for the Project as the Town shall require for the purpose of bringing the total actual cost of constructing the Project within the amount specified and shall submit such revised plans and specifications to the Town for its approval. The Designer may, in connection with such revision, make whatever necessary required adjustments in the scope of the Project, as may be needed as determined by the Designer to bring construction cost in line with the Project budget, subject to the written approval of the Town. Design Services Contract by and between Town of North Andover Page 20 of 27 and Woodard & Curran SCHEDULE III DESIGNER COMPENSATION Phase Fee Evaluation of Options $12,300 Design $25,900 Bidding Services $6,900 Construction Services $13,400 TOTAL $58,500 Design Services Contract by and between Town of North Andover Page 21 of 27 and Woodard & Curran SCHEDULE IV 1. CONSTRUCTION PHASE — ADMINISTRATION OF THE CONSTRUCTION CONTRACT 1.1 The Designer's responsibility to provide Services for the Construction Phase under this Agreement commences with the award of the Contract for Construction and terminates at the earlier of the issuance to the Town of the final Certificate for Payment or 60 days after the date of Substantial Completion of the Work. 1.2 The Designer shall provide administration of the Contract for Construction as set forth below and in the edition of AIA Document A201, General Conditions of the Contract for Construction, current as of the date of this Agreement, unless otherwise provided in the Agreement, or as such General Conditions may be amended and/or supplemented by the Town. 1.3 Duties, responsibilities and limitations of authority of the Designer shall not be restricted, modified or extended without written agreement of the Town and Designer with consent of the Contractor, which consent shall not be unreasonably withheld. 1.4 The Designer shall be a representative of and shall advise and consult with the Town (1) during construction until final payment to the Contractor is due, and (2) as an Additional Service at the Town's direction from time to time during the correction period described in the Contract for Construction. The Designer shall have authority to act on behalf of the Town only to the extent provided in this Agreement unless otherwise modified by written instrument. 1.5 The Designer shall visit the site at intervals appropriate to the stage of construction or as otherwise agreed by the Town and Designer in writing to become generally familiar with the progress and quality of the Work completed and to determine in general if the Work is being performed in a manner indicating that the Work when completed will be in accordance with the Contract Documents. On the basis of on-site observations as a Designer, the Designer shall keep the Town informed of the progress and quality of the Work, and shall endeavor to guard the Town against defects and deficiencies in the Work. 1.5.1 The Designer shall visit and observe the Project up to substantial completion at least once each week and more often if required by the circumstances on the Project to become familiar in detail with the progress of the Work to be performed under the Contract and to determine, by observation, that the Work to be performed under the Contract is proceeding in accordance with the Contract Documents and all applicable laws, ordinances, regulations and codes. The Designer shall require its consultants, including without limitation its civil engineer, structural engineer, plumbing engineer, HVAC engineer and electrical engineer, to visit and observe the Project as required or at the request of the Designer, of the same purposes during the progress of that portion the Design Services Contract by and between Town of North Andover Page 22 of 27 and Woodard & Curran Work, to which the consultant's services relate and to report in writing thereon to the Designer, and to visit and observe the Project again upon completion of such portion of the Work, to develop a punch list of incomplete or unsatisfactory items. The Designer shall submit to the Town a detailed written report of each site visit by the Designer and/or its consultants after such site visit. 1.5.2 The Designer shall attend weekly Project meetings and shall prepare and deliver to the Town and all other parties attending such meetings written meeting minutes. 1.6 The Designer shall not have control over or charge of and shall not be responsible for construction means, methods, techniques, sequences or procedures, or for safety precautions and programs in connection with the Work, since these are solely the Contractor's responsibility under the Contract for Construction. The Designer shall not be responsible for the Contractor's schedules or failure to carry out the Work in accordance with the Contract Documents. The Designer shall not have control over or charge of acts or omissions of the Contractor, Subcontractor, or their agents or employees, or of any other persons performing portions of the Work. 1.7 The Designer shall at all times have access to the Work wherever it is in preparation or progress. 1.8 Except as may otherwise be provided in the Contract Documents or when direct communications have been specially authorized, the Town and Contractor shall communicate through the Designer. Communications by and with the Designer's consultants shall be through the Designer. 1.9 Based on the Designer's observations and evaluations of the Contractor's Applications for Payment, the Designer shall review and certify the amounts due the Contractor. 1.10 The Designer's certification for payment shall constitute a representation to the Town, based on the Designer's observations at the site and on the data comprising the Contractor's Application for Payment, that the Work has progressed to the point indicated and that, to the best of the Designer's knowledge, information and belief, quality of the Work is in accordance with the Contract Documents. The foregoing representations are subject to an evaluation of the Work for conformance with the Contract Documents upon Substantial Completion, to results of subsequent tests and inspections, to minor deviations from the Contract Documents correctable prior to completion and to specific qualifications expressed by the Designer. The issuance of a Certificate for Payment shall further constitute a representation that the Contractor is entitled to payment in the amount certified. However, the issuance of a Certificate for Payment shall not be a representation that the Designer has (1) reviewed construction means, methods, techniques, sequences or procedures, (2) reviewed copies of requisitions received from Subcontractors and material suppliers and other data requested by the Town to substantiate the Contractor's right to payment or (3) ascertained how or for what purpose the Contractor has used money previously paid on account of the Contract Sum. Design Services Contract by and between Town of North Andover Page 23 of 27 and Woodard & Curran The Designer shall be familiar with the provisions of the Massachusetts General Laws for payment to contractors and shall submit to the Town, all requisitions for payment submitted by the General Contractor. With respect to each such requisition, he or she shall certify to the best of the Designer's knowledge that the percentage of work performed conforms with the Contract Documents. In the event that the Designer does not approve the requisition exactly as submitted by the General Contractor, said Designer shall forward it for payment to the Town dated, but unsigned, with an accompanying letter of explanation setting forth objections and recommended changes. Timely payments of General Contractors are required by General Laws, Chapter 30, §39K; therefore, the Designer shall establish office procedures assuring compliance with C. 30, §39K. The Designer shall receive and review, in connection with its review of the General Contractor's Applications for Payment, the weekly payroll records required to be submitted by the General Contractor pursuant to G.L. C. 149, §27B. Such review shall be for the purpose of determining that the amount of wages paid to laborers employed on the project is no less than the applicable prevailing wage rates established for the project by the Massachusetts Department of Labor and Industries. The Designer shall maintain, as part of the project records, one complete copy of such payroll records, and shall transmit to the Town, upon completion of the review provided for herein, the original weekly records as submitted by the General Contractor. The Designer shall promptly notify the Town if (1) Any payroll records submitted by the General Contractor do not represent payment of at least the applicable prevailing wage rates established for the project and (2) that the Designer knows, or has reason to believe, that the weekly payroll records submitted by the General Contractor do not accurately represent the wages actually paid to laborers employed on the project and that the General Contractor is not paying said laborers at least the amount of said prevailing wage rates. 1.11 The Designer shall have authority to reject Work which does not conform to the Contract Documents. Whenever the Designer considers it necessary or advisable for implementation of the intent of the Contract Documents, the Designer will have authority to require additional inspection or testing of the Work in accordance with the provisions of the Contract Documents, whether or not such Work is fabricated, installed or completed. However, neither this authority of the Designer nor a decision made in good faith either to exercise or not to exercise such authority shall give rise to a duty or responsibility of the Designer to the Contract, Subcontractors, material and equipment suppliers, their agents or employees or other persons performing portions of the Work. 1.12 The Designer shall review and approve or take other appropriate action upon Contractor's submittals such as Shop Drawings, Product Data and Samples, but only for the limited purpose of checking for conformance with information given and the design concept expressed in the Contract Documents. The Designer's action shall be taken with such reasonable promptness as to cause no delay in the Work, while allowing sufficient time in the Designer's professional judgment to permit adequate review. Review of such submittals is not conducted for the purpose of determining the accuracy and completeness of other details such as dimensions and quantities or for substantiating instructions for Design Services Contract by and between Town of North Andover Page 24 of 27 and Woodard & Curran installation or performance of equipment or systems designed by the Contractor, all of which remain the responsibility of the Contractor to the extent required by the Contract Documents. The Designer's review shall not constitute approval of safety precautions or, unless otherwise specifically stated by the Designer, of construction means, methods, techniques, sequences or procedures. The Designer's approval of a specific item shall not indicate approval of assembly of which the item is a component. When professional certification of performance characteristics of materials, systems or equipment is required by the Contract Documents, the Designer shall be entitled to rely upon such certification to establish that the materials, systems or equipment will meet the performance criteria required by the Contract Documents. 1.13 The Designer shall prepare Change Orders and Construction Change Directives, with supporting documentation and data if deemed necessary by the Designer, for the Town's approval and execution in accordance with the Contract Documents, and may authorize minor changes in the Work not involving an adjustment in the Contract Sum or an extension of the Contract Time which are not inconsistent with the intent of the Contract Documents. 1.14 The Designer shall conduct observations to determine the date or dates of Substantial Completion and the date of final completion, shall receive and forward to the Town for the Town's review and records written warranties and related documents required by the Contract Documents and assembled by the Contractor, and shall issue a final Certificate for Payment upon compliance with the requirements of the Contract Documents. 1.15 The Designer shall interpret and decide matters concerning performance of the Town and Contractor under the requirements of the Contract Documents on written request of either the Town or Contractor. The Designer's response to such requests shall be made with reasonable promptness and within any time limits agreed upon. 1.16 Interpretations and decisions of the Designer shall be consistent with the intent of and reasonably inferable from the Contract Documents and shall be in writing or in the form of drawings. 1.17 The Designer's decisions on matters relating to aesthetic effect shall be final if consistent with the intent expressed in the Contract Documents. 1.18 The Designer shall render written decisions within a reasonable time on all claims, disputes or other matters in question between the Town and Contractor relating to the execution or progress of the Work as provided in the Contract Documents. 1.19 The Designer's decisions on claims, disputes or other matters, including those in question between the Town and Contractor, except for those relating to aesthetic effect, shall be subject to mediation as provided in this Agreement and in the Contract Documents. 1.19.1 After completion of the Project, the Designer shall visit and observe the Project at least once ten (10) months after its completion and advise the Town of any evidence of Design Services Contract by and between Town of North Andover Page 25 of 27 and Woodard & Curran faulty materials or workmanship used in construction of the Project. 1. 19.2 The Designer shall assist the Town in coordinating any required Contractor work during the one-year warranty period, such services to include, without limitation, interpreting the contract documents and visiting the site and observing the warranty work on a reasonable basis. 1. 19.3 The Designer shall receive and review all tests and documentation required to be submitted by the Contractor as a requisite to systems acceptance and shall ascertain that the Contractor has performed all system start-up and testing obligations in accordance with the Contract Documents prior to acceptance of Substantial Completions. Upon application for final payment received by the Designer, the Designer shall make a final inspection of the Project, the Work and all parts and components thereof, and shall ensure that all requirements of the Contract Documents have been met and satisfied. 1.20 As the Contractor submits operating and maintenance manuals, they shall be reviewed and approved by the Designer and its consultants, then organized with the submittals and shop drawings into a CSI format. This should also include start-up and operating instructional videos and other equipment information. The Designer shall review all as - built documents for completeness and accuracy. 1.21 Before examining the Requisition for Final Payment submitted to the Town by the General Contractor and making any certification in response thereto, the Designer shall obtain from the General Contractor, record drawings, showing the actual installation of the plumbing, heating, ventilating and electrical work under the construction contract and all variations, if any. The Designer shall ascertain by his review that changes authorized by change orders as shown on the General Contractor's record drawings and on the applicable original reproducible, and shall submit to the Town, the complete set, as revised, which shall become the property of the Town. Two suitably bound legible copies of all original design and quantity calculations including those pertinent to change orders and show drawings if applicable shall be furnished by the Designer to the Town at the conclusion of the Construction Contract and prior to the expiration of the construction period. Design Services Contract by and between Town of North Andover Page 26 of 27 and Woodard & Curran M.G.L. CHAPTER 37, 08H DESIGNER SELECTION LAW TRUTH IN NEGOTIATIONS CERTIFICATE [To be used when the Designer's or Consultant's Fee is negotiated.] of (Name of Designer/Consultant) (Address) hereby certify, in connection with the Contract between (Designer/Consultant) the Town of North Andover, pursuant to the provisions of M.G.L. Chapter 7, §38H: and (i) That the wage rates and costs used to support the designer's/consultant's compensation are accurate, complete and current at the time of contract; and (ii) That I/we agree that the original contract price and any additions to the contract price may be adjusted within one year of completion of the contract to exclude any significant amounts if the Commissioner of DCAM determines that the fee was increased by such amounts due to inaccurate, incomplete or non-current wage rates or other costs. am (Signature) Design Services Contract by and between Town of North Andover Page 27 of 27 and Woodard & Curran TOWN OF NORTH ANDOVER REQUEST FOR QUALIFICATIONS ENGINEER DESIGN SERVICES FLOCCULATION & SEDIMENTATION BUILDING WATER TREATMENT PLANT February 7, 2013 Contact Ray Santilli Assistant Town Manager Address 120 Main Street North Andover, MA 01845 Telephone Number: 978-688-9516 Fax Number: 978-688-9556 Email rsantilli@townofnorthandover.com Table of Contents 1. Introduction.......................................................... 3 2. Submission Deadline and Instructions ............................ 3 3. Questions, Addendum or Proposal Modifications ............... 4 4. Modifications to Proposal ............................................ 5 5. Pre -Proposal Conference/Briefing................................. 5 6. General Project Description .......................................... 5 7. Scope of Services .................................................... 6 8. Requirements for Applications .................................... 7 9. Minimum Criteria/Qualifications.................................. 8 10. Comparative Evaluation Criteria ................................. 8 11. Initial Fee Proposals ............................................... 10 12. Awarding of Contract ............................................. 10 Certifications............................................................ 11 Agreement for Design Services ....................................... 13 Attachment I — Flocculation & Sedimentation Basin Area ...... 39 Town of North Andover RFQ Page 2 of 39 Engineer Design Services — Flocculation & Sedimentation Building (WTP) 1. Introduction The Town of North Andover invites proposals from qualified firms for Engineer Design services associated with the construction of a prefabricated building over the outside flocculation and sedimentation basins at the Water Treatment Plant, located at 420 Great Pond Road, North Andover MA. Qualified companies are requested to submit their proposals to the Assistant Town Manager at the Town Hall, 120 Main Street, North Andover, MA, in accordance with the instructions contained within this Request for Qualifications (RFQ). Notice of this RFQ is published in the Central Register (which is a weekly publication of the Office of the Secretary of State), the Eagle -Tribune (a newspaper of general circulation) and posted on the Town website (www.townofnorthandover.com) under "Bids, Quotes and Proposals" The Town will accept proposals delivered in person or by mail. All proposals must be received by 2:00 p.m. on Thursday, March 7, 2013 to be considered. Proposals submitted by fax or by electronic mail will not be considered. All proposals must be submitted to: Mr. Ray Santilli, Assistant Town Manager North Andover Town Hall 120 Main Street North Andover, MA 01845 This is not a price competition, but rather the Town's decision will be based upon qualifications and experience with similar projects. The Town will evaluate proposals and enter negotiations with the highest scoring proposer. If unsuccessful, the Town may attempt to negotiate with the second highest scoring proposer. The Town of North Andover may cancel this RFQ or reject in whole or in part any and all proposals, if they determine that cancellation or rejection serves the best interest of the Town of North Andover. 2. Submission Deadline and Instructions Qualified persons or firms are requested to submit proposals marked "Engineer Design Services — Flocculation & Sedimentation Building" with the applicant's name and address on the front. Applicants should provide one (1) signed original proposal and three (3) copies. Fax or electronic submissions will not be accepted. Applicants must also execute and include in the sealed submission the Certificate of Vote, Certificate of Non -Collusion, and the Certificate of Tax Compliance. The Town of North Andover, through the Town Manager, is the awarding authority and reserves the right to reject any and all proposals or parts of proposals; to waive any defects, information, and minor irregularities; to accept exceptions to these specifications; and to award contracts or to cancel this Request for Qualifications if it is in the Town of North Andover's best interest to do so. Town of North Andover RFQ Page 3 of 39 Engineer Design Services — Flocculation & Sedimentation Building (WTP) Proposals must be signed as follows: a) if the bidder is an individual, by her/him personally; b) if the bidder is a partnership, by the name of the partnership, followed by the signature of each general partner; and c) if the bidder is a corporation, by the authorized officer, whose signature must be attested to by the Clerk/Secretary of the corporation and the corporate seal affixed. All proposals must be received and registered by the Assistant Town Manager's office by Thursday, March 7, 2013 at 2:00 p.m. All outer envelopes/packages must be labeled "Engineer Design Services — Flocculation & Sedimentation Building" and mailed or hand delivered to the following address: Mr. Ray Santilli, Assistant Town Manager North Andover Town Hall 120 Main Street North Andover, MA 01845 No proposals will be accepted after the time and date noted. Late delivery of materials due to any type of delivery system shall be cause for rejection. If on the date and time of the submittal deadline the Town Hall is closed due to an uncontrolled event such as fire, snow, ice, wind or building evacuation, the submittal deadline will be postponed until 2:00 p.m. on the next normal business day. 3. Questions, Addendum or Proposal Modification Questions concerning this RFQ must be submitted in writing to: Ray Santilli, Assistant Town Manager, North Andover Town Hall, 120 Main Street, North Andover, MA 01845, or they may be emailed to Mr. Santilli at rsantilli@townofnorthandover.com. All questions/ inquiries must be received by close of business on Tuesday, February 26, 2013 to be considered. Questions/inquiries may be delivered, mailed, emailed or faxed. Written responses will be posted on the Town's website (www.townofnorthandover.com) in "Bids, Quotes and Proposals" by 2:00 p.m. on Thursday, February 28, 2013. If any changes are made to this RFQ, an addendum will be posted on the Town's website in "Bids, Quotes and Proposals". It is the sole responsibility of the bidder to ascertain the existence of any addenda and/or modifications issued by the Town. As this RFQ has been published on the Town's website (www.townofnorthandover.com) all bidders are responsible for checking the website for any addenda and /or modifications that are subsequently made to this RFQ. The Town accepts no liability for and will provide no accommodations to bidders who fail to check for amendments and/or modifications to this RFQ and subsequently submit inadequate or incorrect responses. Bidders may not alter (manually or electronically) the RFQ language or any RFQ component files. Modifications to the body of the RFQ, Scope of Work, terms and conditions, or which change the intent of this RFQ are prohibited and may disqualify a response. All proposals submitted in response to this RFQ shall remain firm for sixty (60) days following the submittal deadline. It is anticipated that the contract will be awarded within thirty (30) days after the submittal deadline. Town of North Andover RFQ Page 4 of 39 Engineer Design Services — Flocculation & Sedimentation Building (WTP) Bidders are not to communicate directly with any employee of the Town of North Andover, except as specified in this RFQ, and no other individual employee or representative is authorized to provide any information or respond to any question or inquiry concerning this RFQ. Bidders may contact the Contact Person for this RFQ in the event this RFQ is incomplete or the bidder is having trouble obtaining any part of the RFQ electronically through the Town website (www.townofnorthandover.com), including, and without limitation the form and attachments. Bidder with disabilities or hardships that seek reasonable accommodations, which may include the receipt of RFQ information and/or addenda and/or modifications in an alternative format, must communicate such requests in writing to the contact person, and reasonable accommodation will be made by agreement with the contact person on behalf of the Town of North Andover. 4. Modifications to Proposal A vendor may correct, modify, or withdraw a proposal by written notice received by the Town prior to the time and date set for the proposal opening. Proposal modifications must be submitted in a sealed envelope clearly labeled "Modification No. ." Each modification must be numbered in sequence, and must reference the original RFP. 5. Pre -Proposal Conference/Briefing There will be a pre -proposal conference/briefing for this project on Wednesday, February 20, 2013 at 10:00 a.m. in the meeting room on the first floor of the Water Treatment Plant at 420 Great Pond Road, North Andover. 6. General Project Description The existing flocculation and sedimentation basins are located outside, directly adjacent, and attached to the main building of the Water Treatment Plant. The basins or tanks are accessed through hatches in the top slab of the tanks. The top slabs of the tanks are approximately at the same elevation and four (4) feet higher than the main floor elevation of the plant. The tanks are regularly serviced by Plant personnel. The Town wishes to cover the tanks to provide security and improve working conditions, to protect workers and equipment, when maintaining the tanks. The intended cover is a prefabricated building, either a metal or fabric system, over the entire area of the tanks, which is approximately 8,375 sq. ft. It is intended that the system be attached to the existing building and to the tank slab and as such an evaluation of the effects due to, but not limited to, snow and wind load must be evaluated prior to design the structure. Access is to be provided into the structure from the existing building and from the outside. Included in the roof system will be lighting, heating, and ventilation. Attachment I is a photograph of the Flocculation and Sedimentation Basin area. Town of North Andover RFQ Page 5 of 39 Engineer Design Services — Flocculation & Sedimentation Building (WTP) 7. Scope of Services The Engineer will be responsible for, but not limited, to providing the following services: A. Gather information required to become familiar with the project and the various parties that must be communicated with during the design process. B. Meet with Town, Public Works and Water Treatment Plant personnel as necessary. C. Review program requirements with staff. D. Provide a preliminary evaluation to include: o Enclosure options for owner evaluation o Provide schematic design including; floor plan, elevation views, and three- dimensional diagrams o Provide preliminary scope of project to include ■ Structure ■ Envelope ■ Systems (heating, ventilation, lighting, fire alarm, fire protection, plumbing, security, etc.) ■ Prepare preliminary analysis to include cost and design impact on existing structure(s) & system(s) o Project review with local inspector(s) E. Prepare a construction cost estimate for the entire project so that the Town can receive funding approval at the Annual Town Meeting in May of 2014. F. Subsequent to successful funding approval, review preliminary design with staff and based on the mutually agreed-upon program, schedule and construction budget requirements, prepare final design documents for bidding and construction under applicable Massachusetts Law, to include: o Drawings, floor plans, elevation views, details, section views o Performance specification for superstructure/envelope system o MEP & FP systems as required o Structural modifications to existing structure o Supplemental specifications as required o Applicable codes MA state building code and standards to be used are, but not limited to, local zoning regulations; applicable system codes to include but not limited to; NFPA, Mechanical, Plumbing, NEC; and, drinking water treatment plant standards. Town of North Andover RFQ Page 6 of 39 Engineer Design Services — Flocculation & Sedimentation Building (WTP) G. Support the bid process by responding to bidder's questions, assisting in preparing addendums, reviewing submitted bids and reviewing contractor's qualifications. H. Assist in the construction phase by reviewing submittals, advising on questions and substitutions submitted by the contractor, and/or on change orders and payment requests. The Architect/Designer is to become fully engaged in the project immediately upon award of this contract. 8. Requirements for Application Each applicant must submit a written Application on the Designer Selection Board application form for "Standard Designer Application Form for Municipalities and Public Agencies not within DSB Jurisdiction (updated January 2013)". The application can be downloaded from www.mass.gov/anf. The following information is specifically required: A. Firm/individual name, contact name, address, telephone and fax numbers; B. Firm/individual history including length of time the firm/individual has been in business; C. Names and titles of firm partners and/or officers; D. Key personnel that will be assigned to the project including: applicable registration numbers, resumes, professional designations, licenses held, and information on experience with similar projects; E. List of completed projects that would best illustrate qualifications for the project - references must be included; F. List of all ongoing projects with anticipated schedule(s) for completion; G. Names and qualifications of engineers and other consultants that may be used for the project; H. Statement of the scope and type of services proposed for the project. The applicant should describe the process and methodology to be used in the completion of services with specific reference to examples of similar projects in which this methodology has been used; I. Work plan and schedule which reflects timetable for completion of the project; Statement of any legal administrative proceedings pending or concluded adversely to the applicant within the past five (5) years that relate to the applicant's performance of this type of work; K. Appropriate certificates of insurance; and Town of North Andover RFQ Page 7 of 39 Engineer Design Services — Flocculation & Sedimentation Building (WTP) L. Evidence of financial stability. 9. Minimum Criteria/Qualifications Each applicant must demonstrate that it meets the following minimum qualifications: A. Minimum of five years experience in public projects of a similar nature .for the principals assigned, specifically including work with prefabricated structures at drinking water treatment plants. In documenting this qualification, the applicant should describe the professional background of the firm and the extent of previous experience of firm personnel or consultants to be assigned to the project and identify the anticipated role that each will play in the project. B. Knowledge of, and experience in, legal and administrative requirements, procedures, and practices related to the design and construction of Massachusetts public building projects including the State Building Code, regulations of the Architectural Barriers Board and Massachusetts public building and procurement law. C. Possess all necessary current licenses and registrations, either within the firm or through independent consultants, to qualify under Massachusetts' law to perform the function of the engineer designer of the projects. D. Provide evidence of insurance for general liability, automobile, worker's compensation (statutory) and professional services liability, as required. E. Provide detailed description of at least two recent similar projects on which the engineer has performed similar services, identifying references with the owners of those projects as well as the personnel who worked on them and stating whether those individuals will be assigned to the Project. F. Not be debarred under MGL c149, §44C or disqualified under MGL c7, §38D. G. Submission of required statements and forms. 10. Comparative Evaluation Criteria All proposals meeting the minimum criteria/qualifications will then be evaluated based upon the specific comparative evaluation criteria. The following point schedule will be utilized: Highly advantageous 5 points Response excels on the specific criterion Advantageous 3 points Response meets evaluation standard for the criterion Least Advantageous 1 point Response does not fully meet the criterion or leaves a question or issue not fully addressed Does Not Meet 0 points * Does not address the criterion Town of North Andover RFQ Page 8 of 39 Engineer Design Services — Flocculation & Sedimentation Building (WTP) * Proposal is automatically eliminated from further consideration if "0 points" is received in any category. A. Project Management Experience: Successful experience of firm or individual in the role of design engineer in the Commonwealth of Massachusetts over the last five (5) years: ♦ Experience in completing four (4) or more municipal prefabricated building structure design contracts at drinking water treatment plants will be considered Highly Advantageous (5 points) ♦ Experience in completing two (2) or three (3) municipal prefabricated building structure design contracts will be considered Advantageous (3 points) ♦ Experience in completing one (1) municipal engineering design contract will be considered Least Advantageous (1 point) ♦ No experience in municipal engineering design contracts will be considered as Does Not Meet (0 points and elimination from further consideration) B. Project Design and Availability: Ability of firm or individual to begin work immediately and maintain a schedule to meet the Town's timetable: ♦ Able to devote sufficient resources to complete the project according to the Town's timetable, and available by May, 2013 to begin contract work will be considered Highly Advantageous (5 points) ♦ Information provided leaves unsure of ability to devote sufficient resources and to meet the projects' timetables, and available by July, 2013 to begin contract work will be considered Advantageous (3 points) ♦ Demonstrate limited engineer design ability, but may be able to devote sufficient resources to complete the project in accordance with Town's timetable, and available by September, 2013 to begin contract work will be considered Least Advantageous (1 point) ♦ Unable to devote sufficient resources to meet the project's timetable will be considered as Does Not Meet (0 points and elimination from further consideration) C. Team and Kew: Qualifications and involvement of key personnel to be assigned to this project and the experience of such personnel in relation to successfully completing the role of engineer for project similar in size and/or nature: ♦ Key staff that have at least seven (7) years of relevant experience in prefabricated building structure design contracts at drinking water treatment plants in the Commonwealth of Massachusetts will be considered Highly Advantageous (5 points) Town of North Andover RFQ Page 9 of 39 Engineer Design Services — Flocculation & Sedimentation Building (WTP) ♦ Key staff that have at least five (5) years of relevant experience in prefabricated building structure design contracts in the Commonwealth of Massachusetts will be considered Advantageous (3 points) ♦ Key staff that have less than five (5) years of relevant experience in municipal engineering design contract in the Commonwealth of Massachusetts will be considered Does Not Meet (0 points and elimination from further consideration) D. Quality of References: References will be evaluated to identify the ability and quality of previous work as engineer designer on drinking water treatment plants in the Commonwealth of Massachusetts over the last five (5) years: ♦ Achieving successful design experience from four (4) or more previous contracts will be considered Highly Advantageous (5 points) ♦ Achieving successful design experience from two (2) or three (3) previous contracts will be considered Advantageous (3 points) ♦ Achieving successful design experience from one (1) previous contract will be considered Least Advantageous (1 point) No successful experience in any previous design contract will be considered as Does Not Meet (0 points and elimination from further consideration) 11. Initial Fee Proposal An initial fee proposal may be submitted in a sealed separately marked envelope. Fee proposals will not be opened prior to the final technical service proposal rankings. The actual fee shall be subject to negotiation. The proposed fees should include all direct and indirect expenses as well as the costs of all sub -consultants and reimbursable expenses. Hourly rates for all proposed professional personnel assigned to the project should be indicated on the fee proposal. 12. Awarding of Contract The Town may schedule interviews with the three highest scoring firms or individuals. The Town will rank the finalists based on consideration of the minimum criteria/qualifications, the comparative evaluation criteria, and the interview (if applicable). The Town will begin discussion of final scope of services and fee negotiations with the top ranked firm or individual. If unsuccessful in the negotiations, the Town may attempt to negotiate with the next higher scoring respondent (and repeat that process) until successful. If negotiations with one or more of the finalists prove unsuccessful, the Town may reject all responses and may choose to re -advertise for architect/design services if deemed in the best interest to do so. The selected Engineer will be required to execute the Town's Agreement for Design Services (see attached). Town of North Andover RFQ Page 10 of 39 Engineer Design Services — Flocculation & Sedimentation Building (WTP) CERTIFICATIONS CERTIFICATE OF NON -COLLUSION The undersigned certifies under penalties of perjury that this bid or proposal has been made and submitted in good faith and without collusion or fraud with any other person: As used in this certification, the word "person" shall mean natural person, business, partnership, corporation, committee, union, club or other organization, entity, or group of individuals. Signature Date Print Name & Title Company Name CERTIFICATE OF TAX COMPLIANCE Pursuant to Chapter 62C of the Massachusetts General Laws, Section 49A (b), I , authorized signatory for Name of individual Name of contractor do hereby certify under the pains and penalties of perjury that said contractor has complied with all laws of the Commonwealth of Massachusetts, and the Town of North Andover, relating to taxes, permit or other fees, reporting of employees and contractors, and withholding and remitting child support. Signature Date Town of North Andover RFQ Page 11 of 39 Engineer Design Services — Flocculation & Sedimentation Building (WTP) CERTIFICATE OF VOTE At a duly authorized meeting the Board of Directors of the held on it was VOTED, THAT (Name) (Officer) of be and hereby is authorized to execute contracts and bonds in the name and on behalf of said , and affix its corporate seal hereto; and such execution of any contract or obligation in the name of on its behalf by such officer under seal of , shall be valid and binding upon that I hereby certify that I am the clerk of the above named and is the duly elected officer as above of said , and that the above vote has not been amended or rescinded and remains in full force and effect as the date of this contract. (Date) (Clerk) Town of North Andover RFQ Page 12 of 39 Engineer Design Services — Flocculation & Sedimentation Building (WTP) AGREEMENT FOR DESIGN SERVICES THIS AGREEMENT is made as of the day of December, 2012, by and between (hereinafter called the "Designer") and the TOWN OF NORTH ANDOVER,. MASSACHUSETTS, a municipal corporation duly established under the laws of the Commonwealth of Massachusetts (hereinafter called the "Town"). I PRELIMINARY RECITALS A. The Town seeks to obtain certain design services associated with the construction of a prefabricated building over the outside flocculation and sedimentation basins at the Water Treatment Plant ("the Project"). B. The Designer possesses the expertise to perform and/or coordinate such services in a timely and professional manner. AGREEMENT i NOW, THEREFORE, in consideration of the mutual covenants and agreements herein contained, and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, the parties hereto hereby agree as follows: Section 1. Description of Proiect/Scope of Services The nature and scope of the services to be performed by the Designer are described in this Agreement and in Schedule I attached hereto and made a part hereof (the "Services"). Section 2. Time for Performance The Services shall be performed and completed within the time and in accordance with the schedule set forth in Schedule II attached hereto and made a part hereof. Section 3. Designer's Status The Designer's relationship to the Town is that of an independent contractor and not that of an agent or employee of the Town. i Section 4. Designer's Performance 4.1 In the performance of the Services, the Designer will observe and ;comply with all federal, state and local laws, ordinances, codes, rules, regulations and orders applicable to the Project and the Services to be rendered by the Designer in connection therewith including but not limited to the applicable provisions of M.G.L. Chapter 7, M.G.L. Chapter 30, and M.G.L. Chapter 149. If a Contractor to the Designer performs Services which the Designer knew or should have known to be contrary to ariy laws, statutes, ordinances, building codes, rules or regulations without notice to the Town, the Designer shall assume full responsibility for such work and shall bear and be liable to the Town for the attributable costs and damages arising therefrom and indemnify the Town against the adverse consequences thereof. Town of North Andover RFQ Page 13 of 39 Engineer Design Services — Flocculation & Sedimentation Building (WTP) 4.2 All of the Services to be performed by the Designer under or pursuant to this Agreement, from the inception of the Agreement until the Services have been fully performed, shall conform to the standards of care and skill which prevail among competent and qualified professionals under the same or similar circumstances involving a project and services such as the Project and Services described herein. 4.3 The Designer shall coordinate and/or provide all technical and professional services, including labor, materials, supplies, equipment, transportation, accommodation, subsistence and supervision to perform all Services as set forth herein. All of the Services to be performed and/or coordinated by the Designer will be in accordance with current technological practices, means, methods, procedures and techniques for projects such as the ;Project as of the time the Designer performs the Services. 4.4 The Designer will furnish efficient business administration and superintendence and perform the Services in the most expeditious and economical manner consistent with the interests of the Town. 4.5 The Designer represents and warrants that it is duly licensed (and in good standing) to perform the Services in the Commonwealth of Massachusetts. The; Designer further represents and warrants that it is familiar with and has a working knowledge of the Massachusetts provisions relating to competitive bidding and public construction projects. The Designer agrees that if in the opinion of the Town, the Designer is not familiar with such provisions, the Designer shall engage at its own expense, competent personnel subject to the approval of the Town. The Town's approval of such personnel shall not relieve the Designer of its duties and obligations under this Agreement. 4.6 In connection with any Services the Designer shall at all times keep the project sites free from accumulations of waste materials or rubbish caused by the Designer's activities. At the completion of the work under this Agreement, the Designer shall remove all such waste materials and rubbish from and about the Sites. 4.7 The Designer shall, at its own cost, completely repair, restore or replace (with the same or equal materials) any buildings or improvements damaged or injured by activities under this Agreement as a result of the Designer's activities or those of its agents, sub -contractors or employees. All such repair or replacement shall be completed to the Town's satisfaction. Should the Designer refuse or neglect to make such repairs or replacements within ten (10) days after receiving notice from the Town requesting such work, then the Town shall be entitled to perform such work at the expense of the Designer. 4.8 Left intentionally blank 4.9 If the Services to be performed by the Designer involve the preparation of Written Materials, such Written Materials prepared and to be prepared by the Designer for the Project (and, in the case of drawings or plans and specifications, all improvements when built in accordance therewith) will conform to the requirements of the State Building Code, 780 CMR 1, Town of North Andover RFQ Page 14 of 39 Engineer Design Services — Flocculation & Sedimentation Building (WTP) et seq., and to any other applicable federal, state, municipal and local laws, ordinances, rules, regulations, codes and orders in effect at the time such work is performed. The Designer shall certify such matters to the Town and all other interested parties, as and when requested by the Town from time to time. All such certifications shall be in a form reasonably acceptable to the Town and all other interested parties. 4.10 The Designer shall give the Town not less than two (2) days prior notice of the commencement of any work under this Agreement involving entry upon any project site. Authorization must be obtained by the Designer from the Town prior to the Designer's entering upon any project site for purposes of conducting examinations and other work required to accomplish the Services. In addition, during the course of such entry, the Designer shall use diligent efforts to minimize damage to buildings and interference with the use of such sites. 4.11 Linda Hmurciak, WTP SUperintendent, shall be the Town's primary contact person with the Designer, and , will be the Designer's primary contact person with the Town. These contact persons named herein shall remain with the Project from start to completion of the Services covered in this agreement. 4.12 All of the foregoing is in addition to, and not in lieu of, any and all other duties, obligations, liability and responsibility implied or imposed upon the Designer by law in connection with the Services to be performed by the Designer hereunder. Section 5. Compensation 5.1 The Designer shall be paid a "fixed fee" amount for each major phase of service in accordance with Schedule III attached hereto, which will include all labor, overhead, profit, insurance, office, travel, and any other direct or indirect cost in connection with the Designer's provision of services as specified in Schedule I "Scope of Services" attached hereto, except for "Reimbursable Expenses and Sub -Contractors" under Section 5.3 hereof. The Contract Sum shall be paid as hereinafter provided in Section 6 hereof. i 5.2 The Designer will enter into a certificate of a truth-in-negotiationscertificate in the form prescribed by M.G.L. c.7, §38H(b) at the time of final execution of this Agreement. 5.3 "Reimbursable Expenses" and "Sub -Contractor" shall mean reasonable expenses pre - approved by the Town and incurred by the Designer in connection with the conduct of approved Services associated with the printing, copying, and mailing/delivery of printed materials such as plans and specifications; and the use of outside sub -contractors for specialized technical services deemed necessary by mutual consent of the Designer and the Town. The Designer shall submit to the Town for approval a written scope of work and cost estimates for services proposal for each sub -contractor prior to proceeding with the specified work. Payment for Reimbursable Expenses and Sub -Contractor shall be made within thirty (30) days after receipt, and approval by the Town of a detailed monthly invoice of such expenses. Said monthly invoices shall (i) include a detailed itemization of the services rendered/completed, along with attached copies of the original invoices submitted to and paid by the Designer, and (ii) be certified as correct by the Designer and shall contain a further certification by the Designer that all due and payable bills Town of North Andover RFQ Page 15 of 39 Engineer Design Services — Flocculation & Sedimentation Building (WTP) with respect to the expenses shown in such monthly invoice have been paid to date or shall be paid from the proceeds of the payment made pursuant to such invoice. Section 6. Payment 6.1 Based upon the documentation submitted to the Town as hereinafter provided, the Town shall make progress payments on account of the Contract Sum as follows: The Designer shall invoice the Town once per month for the portion of the Services rendered/completed during the past month. The amount of each monthly progress payment shall be equal to the percentage amount attributable to the specific Phase of the Scope of Services completed as set forth in Schedules I, 11 & III attached hereto, less retainage in such amount as the Town shall determine for any incomplete work and any claims of the Town against the Designer. The monthly invoice shall also contain separate progress payment sums for work performed/completed by any sub- contractor as specified under Section 5.3 of this Agreement. Monthly invoices shall be paid within thirty (30) days after submission to the Town of the following (all in form acceptable to the Town): (i) the certificate of the Designer stating that the Phase/portion of the Services for which payment is being requested has been completed in compliance with this Agreement; (ii) reproducibles of all plans, reports, studies and other materials to be prepared and delivered to the Town in connection with the Phase/portion of the Scope of Services for which payment is being requested. 6.2 Left intentionally blank 6.3 Neither the Town's payment of any progress payment or any final payment on account of the Contract Sum hereunder, nor the Town's failure to withhold any such payment(s) shall result in or cause a release or discharge of the Designer of its obligations hereunder or constitute a waiver of any claims against the Designer. f 6.4 Any provision hereof to the contrary notwithstanding, the Town shall not be obligated to make any payment (whether a Progress Payment or Final Payment) to the Designer hereunder if any one or more of the following conditions exist, to -wit: 6.4.1 The Designer is in default of any of its obligations hereunder or otherwise is in default under this Agreement; 6.4.2 Any part of such payment is attributable to Services which are not performed in accordance with this Agreement; 6.6 No Progress Payment or other partial payment made hereunder shall be, or be construed to be, final acceptance or approval of that part of the Services to which such Progress Payment or other partial payment relates or relieve the Designer of any of its obligations hereunder with respect thereto. 6.7 The making of Final Payment by the Town to the Designer shall not constitute a waiver of any claims by the Town against the Designer arising from (i) unsettled liens, (ii) faulty or defective Services, or any errors or omissions in the Designer's performance of the Services, Town of North Andover RFQ Page 16 of 39 Engineer Design Services — Flocculation & Sedimentation Building (WTP) appearing after completion thereof, (iii) failure of the Services to comply with the requirements of this Agreement, or (iv) the terms of this Agreement or provided by law pertaining to the Designer's performance of the Services, or any breach thereof by the Designer, all of which shall survive such Final Payment and final acceptance of the Services. The acceptance of Final Payment shall constitute a waiver of all claims by the Designer except those previously made in writing and identified by the Designer as unsettled at the time of the Final Request for payment. Section 7. Changes in Services 7.1 All changes in the scope of the Services shall be effected by written instrument signed by both the Town and the Designer. In no event shall the Town be required to accept and/or pay for any Services beyond the scope of the Services set forth in Schedule I, IA and IV attached hereto unless the same is set forth in a written instrument signed by the Town and the Designer, nor shall the Town be required to pay more for any such change in� the scope of the Services than is stated in such agreed upon written instrument. 7.2 In accordance with M.G.L. c.7, §38HO), the Designer or its sub -contractors shall not be compensated for any services involved in preparing changes that are required for additional work that should have been anticipated by the Designer in the bid documents, as reasonably determined by the North Andover Town Manager. Section 8. Insurance 8.1 The Designer shall provide at its own expense and maintain during the term of this Agreement, insurance policies issued by recognized and responsible insurers satisfactory to the Town and authorized to do business in the Commonwealth of Massachusetts, covering the Designer's activities in connection with this Agreement. Such insurance shall provide coverage of the type and in the amounts specified. Coverages under 8.1.3, 8.1.4 and 8.1.5 shall be provided on an "occurrence" basis. 8.1.1 As to claims covered by Worker's Compensation, the amount] of the statutory limits for any state in which Services are to be performed. 8.1.2 Employer's liability insurance with limits of not less than $500,000.00 except that,, if the new form policy is used, limits must be not less than $500,000.00 per accident, $500,000.00 per disease and a $2,000,000.00 policy limit on disease. 8.1.3 Insurance upon each motor vehicle used by the Designer in connection with the work provided hereunder, providing public liability coverage as to such vehicle or vehicles of not less than $1,000,000.00 for each occurrence and ,$1,000,000.00 in the aggregate with respect to bodily injury and property damage. 8.1.4 A comprehensive general liability policy providing bodily injury coverage, including death, for not less than $1,000,000.00 coverage as to each occurrence and $1,000,000.00 aggregate and $500,000.00 property damage,; with contractual I. Town of North Andover RFQ Page 17 of 39 Engineer Design Services — Flocculation & Sedimentation Building (WTP) liability recognizing the indemnities contained in this Agreement and completed operations for at least two (2) years. 8.1.5 Professional liability insurance covering claims arising out of errors, omissions and acts by the Designer in rendering professional services, in the amount of $1,000,000.00 or ten (10%) per cent of the project's estimated cost of construction, whichever is greater, including contractual liability coverage, with all coverage retroactive to the earlier of the date of this Agreement or commencement of the Designer's Services with respect to the Project, which coverage shall be maintained for a period of at least three (3) years after the date of Final Payment by the Town to the Designer with respect to the; Project. 8.1.6 Valuable papers insurance with a limit of not less than $120,000.00 for each loss, insuring the restoration of any documents, reports, memoranda, analysis, drawings and similar papers or data relating to the Services in the event of loss or destruction. 8.2 Notwithstanding any other provision of this Agreement to the contrary, should any insurance policy required by this Agreement be cancelled or otherwise terminated before the completion of the Services hereunder, the Designer shall use all diligent efforts to procure and maintain in force similar insurance from insurers satisfactory to the Town and shall provide certificates of such insurance to the Town upon the execution of this Agreement and thereafter upon the Town's written request. In the event that the Designer is unable to obtain the required insurance coverage, then either the Designer or the Town shall have the right Ito terminate this Agreement without penalty, such termination to be governed by the provisions of Section 21 hereof. 8.3 On the date of this Agreement, the Designer shall furnish a certificate evidencing all of the required insurance coverage, and providing that no such coverage shall be cancelled without at least thirty (30) days' prior. written notice to the Town. The Town shall be named as an additional insured party under the policies specified in paragraphs 8.1.2, 8.1.3, 8.1.4, 8.1.5, and 8.1.6 above. Section 9. Indemnification 9.1 To the fullest extent permitted by applicable law, the Designer and its agents, partners, employees, sub -contractors (collectively, "Indemnitors") shall acid do agree to indemnify, defend and hold harmless the Town and its representatives, officers, attorneys, officials, employees and agents (collectively "Indemnitees") from and against all liability, claims, demands, damages, losses, liens, causes of action, suits, judgments, fines, penalties, costs and expenses (including, without limitation, reasonable attorney fees and costs of defense regardless of the outcome of the claim or suit), of any nature, kind or description claimed, asserted or prosecuted by any person or entity whomsoever, arising out of, caused by, or resulting from (a) the performance of the Services or any part thereof, or (b) any act or omission, negligent or otherwise, of the Indemnitors, anyone directly or. indirectly employed by any of them or anyone for whose acts they may be liable. This indemnity shall survive the termination Town of North Andover RFQ I Page 18 of 39 Engineer Design Services — Flocculation & Sedimentation Building (WTP) or expiration of this Agreement. This indemnity shall be in addition to, and not in lieu of, any and all other professional liability which the Indemnitors have or may have to the Indemnitees or to third parties as a matter of law. Indemnitors also shall pay and reimburse Indemnitees for any and all reasonable attorney fees incurred by Indemnitees in connection with any litigation arising under this Agreement as a result of any breach or default by Indemnitors hereunder. The Designer's indemnification obligation covers all liability, claims or causes of action arising out of but not limited to the following: (a) Any infringement (actual or claimed) of any intellectual property right, whether it be trade secret, patent, trademark, copyright or trade name by reason of any Services to be performed hereunder or by reason of anything to be supplied hereunder; and (b) Bodily injury, sickness, disease or death, or injury to or destruction of property including the loss of use and consequential damages resulting there from. 9.2 In the event more than one of the Indemnitors are connected with an accident or occurrence covered by this indemnification, then each of such Indemnitors shall be jointly and severally responsible to the Indemnitees for indemnification and the ultimate responsibility among such Indemnitors for the loss and expense of any such indemnification shall be settled by separate proceedings and without jeopardy to any Indemnitee. The provisions of this Section shall not be construed to eliminate or reduce any other indemnification or right which the Town or any of the Indemnitees has by law against the Designer or any of the Indemnitors. Section 10. Notices All reports and payments, together with all notices and other communications required to be given under the terms of this Agreement, shall be made in writing and shall be deemed to have been made and given if mailed by certified mail, sent by overnight courier, transmitted by electronic facsimile or hand delivered to the party to receive such notice, addressed as follows: To the Town: To Designer: Section 11. Confidential and Proprietary Information; the Ownership of Documents 11.1 All designs, drawings, plans, specifications, models, technical data, calculations, reports and other documents, information and material produced, generated or compiled by the Designer and any sub -contractors engaged by the Designer in the performance of this Agreement Town of North Andover RFQ Page 19 of 39 Engineer Design Services — Flocculation & Sedimentation Building (WTP) (all herein collectively referred to as "Written Materials") shall be and become the joint property of the Town and the Designer. The Town and the Designer are vested with equal rights of ownership therein, including, without limitation, all copyrights (both statutory and common law) all of which are hereby assigned by the Designer to the Town in consideration of the compensation paid by the Town to the Designer hereunder. Without limitation upon the generality of the foregoing, it is expressly understood and agreed that the Town may utilize the Written Materials with respect to construction, maintenance, repair, alteration, expansion, modification and reconstruction of the Project at any time and from time to time. Furthermore, in the case of design drawings and/or specifications, the Town may utilize any drawings, plans or specifications produced, generated or compiled by the Designer or its Designers with respect to another project, provided the Designer shall not be responsible for changes made to the drawings, plans, or specifications without the Designer's authorization, nor for the Town's use of the drawings, plans or specifications on another project. The Designer agrees that the Town shall have access at all reasonable times to inspect and make copies of all of said Written Materials in the Designer's possession pertaining to the Project and the Services performed thereon by the Designer under this Agreement. All of the Town's rights hereunder shall survive any cancellation, termination or expiration of this Agreement. Section 12. Default and Delays 12.1 If the Designer defaults or neglects to carry out the Services in accordance with this Agreement or fails to perform any provision of this Agreement, the Town may, after five days' written notice to the Designer and without prejudice to any other remedy he may have, make good such deficiencies and may deduct the cost thereof from the payment then and thereafter due the Designer or, at its option, may terminate this Agreement. 12.2 The Designer hereby agrees that it shall have no claim for damages of any kind on account of any delay in the commencement of the Services and/or any delay or suspension of any portion of the Services, whether such delay is caused by the Town or otherwise. Section 13. Subcontracts 13.1 The Designer shall not delegate any of its duties hereunder, except to competent and reliable sub -Designers and sub -contractors approved in advance and in writing by the Town. 13.2 Requests for approval of Services to be delegated by the Designer must include a clear description of the work to be performed and the capabilities of the sub-Designers/sub- contractors to perform such work. If requested by the Town, copies of executed contracts between Designer and sub -contractor or for any other work delegated by the Designer shall be delivered to the Town immediately after such execution. 13.3 The Designer represents that it has made and will make reasonable investigation of all subcontractors to be utilized in the performance of work under this Agreement to determine that they possess the skill, knowledge and experience necessary to enable them to perform the Services required. Nothing in this Agreement shall relieve the Designer of its prime and sole responsibility for the performance of the Services under this Agreement and the Designer shall Town of North Andover RFQ Page 20 of 39 Engineer Design Services — Flocculation & Sedimentation Building (WTP) remain liable for all work performed by itself or any sub -contractor or other person performing Services under the authority of the Designer. Section 14. No Third Party Beneficiary All of the provisions of this Agreement are solely for the benefit of the parties hereto, and none of the other provisions of this entire Agreement shall inure to the benefit of any person not a party to the Agreement, and third parties shall have no rights hereunder. Section 15. Records 15.1 The Designer agrees that the Town and the Commonwealth of Massachusetts, or any of their duly authorized representatives shall have access to any books, documents, papers and records of the Designer which are directly pertinent to the project for the purposes of making audit, examination, excerpts, and transcriptions. 15.2 The Designer shall maintain all records involved with this Agreement for a period of six (6) years after the Town makes Final Payment and all pending matters are closed. 15.3 It is understood that authorized representatives of the Town may inspect or review all Written Materials in progress during normal working hours. In order that all Written Materials may be readily available for conference and periodic inspection by said representatives, all Services involving the production of any Written Materials shall be performed in adequately staffed office(s) located within the confines of the Commonwealth of Massachusetts. 15.4 The Designer will protect the privacy of, and respect the confidentiality of information provided by program participants, consistent with applicable federal and state laws and regulations, including M.G.L. c66, §10, regarding access to public records. Section 16. Liability of Town The liability of the Town under this Agreement is limited to the compensation provided herein, and shall in no event include liability for incidental, special or consequential damages, or lost profits, or for damages or loss from causes beyond the Town's reasonable control. Section 17. Assistance in Claims and/or Litigation 17.1 The Designer shall render assistance to the Town in claims and/or litigation in connection with or arising out of this Agreement, including without limitation, any claims and/or litigation involving the Designer or its subcontractors; and any claims and/or litigation brought by or against the Town and any third parties, by providing only for the Town technical information, analyses and expert witnesses. The Designer shall provide such services at a mutually agreed upon and reasonable rate, except those Services which are required under this Agreement or are necessitated by the alleged acts, errors or omissions of the Designer, all of which shall be provided at no cost to the Town. Town of North Andover RFQ Page 21 of 39 Engineer Design Services — Flocculation & Sedimentation Building (WTP) Section 18. Discrimination Prohibited 18.1 In all hiring or employment made possible by or resulting from this Agreement, (1) there will not be any discrimination against any employee or applicant for employment because of race, color, religion, sex, or national origin, and (2) affirmative action will be taken to ensure that applicants are employed, and that employees are treated during employment, without regard to their race, color, religion, sex, or national origin. 18.2 No person in the United States shall, on the ground of race, color, religion, sex or national origin, be excluded from participation in, be denied the benefits of, or be subject to discrimination under any program or activity made possible by or resulting from this Agreement. The Designer will comply with all requirements imposed by or pursuant to Title VI of the Civil Rights Act of 1964. Section 19. Certifications Required by Law The Designer, by executing this Agreement, certifies the following: (a) it has not given, offered or agreed to give any person, corporation or other entity any gift, contribution or offer of employment as an inducement for, or in connection with, the award of this Agreement for design services; (b) that no consultant or sub -contractor to the Designer has given, offered or agreed to give any gift, contribution or offer of employment to the Designer, or to any other person, corporation, or entity as an inducement for, or in connection with, the award to the consultant or sub -contractor of a contract by the Designer; (c) that no person, corporation or other entity, other than a bona fide full time employee of the Designer, has been retained or hired by the Designer to solicit for or in any way assist the Designer in obtaining this Agreement for design services upon an agreement or understanding that such person, corporation or other entity be paid a fee or other consideration contingent upon the award of this Agreement to the Designer; and (d) that the Designer has internal accounting controls as required by M.G.L. c30, §39R, and that the Designer: (1) will maintain accurate and detailed accounts for a six-year period after the Final Payment; (2) will file with the Town regular statements of the Designer concerning internal auditing controls; (3) has filed and will continue to file with the Commissioner of Capital Planning and Operations an annual audited financial statement prepared by an independent certified public accountant as required by M.G.L. c. 30, §39R; and Town of North Andover RFQ Page 22 of 39 Engineer Design Services — Flocculation & Sedimentation Building (WTP) (4) will submit a statement from an independent certified public accountant that such CPA (or public accountant) has examined the Designer's internal auditing controls and expresses an opinion as to their consistency with the Designer's statements in (2) above and whether such statements are reasonable with respect to transactions and assets that are substantial in relation to the Designer's financial statements. (M.G.L. c7, §38H(e). (e) that the Designer, and any sub -contractor to the Designer, represents, warrants and certifies that it has complied with all laws of the Commonwealth of Massachusetts relating to taxes and all by-laws, rules and regulations of the Town of North Andover relating to taxes, fees and charges, or is lawfully contesting the validity of the same. The Designer, and any sub- contractor to the Designer, further represents, warrants and certifies that it will remain in such compliance during the term of this Agreement, including any amendments or extensions hereto. (f) That neither the Designer nor any consultants employed by the Designer have been debarred pursuant to MGL c149, §44C. Breach of any of the foregoing provisions shall be deemed a material breach which shall entitle the Town to immediately terminate this Agreement and take any other action authorized by law. Section 20. Conflict of Interest 20.1 The Designer warrants that it has complied with all provisions of law regarding the award of this Agreement and that it, or its employees, agents, officers, directors or trustees have not offered or attempted to offer anything of any value to any employee of the Town in connection with this Agreement. 20.2 The Designer further warrants that no employee of the Town of North Andover, including unpaid members of Town boards and commissions, serves as an officer, director, trustee or employee of the Designer, and that no employees of the Town of North Andover have or will have a direct or indirect financial interest in this Agreement. 20.3 Violation of this Section shall be a material breach of this Agreement and shall be grounds for immediate termination of this Agreement by the Town without regard to any enforcement activities undertaken or completed by any enforcement agency. Termination of this Agreement pursuant to this Section shall not waive any claims for damages the Town may have against the Designer resulting from the Designer's violation of the terms of this Section. Section 21. Termination; Survival of Covenants 21.1 Notwithstanding any other provision of this Agreement, the Town reserves the right at any time in its absolute discretion to suspend or terminate this Agreement in whole or in part for its convenience upon written notice to the Designer. If any portion of this Agreement so suspended is not re -commenced by written notice of the Town within the time period specified in the written notice of suspension, the suspended portion of this Agreement shall be thereupon Town of North Andover RFQ Page 23 of 39 Engineer Design Services — Flocculation & Sedimentation Building (WTP) deemed terminated as to that portion for the convenience of the Town in accordance with this provision. The Town shall incur no liability by reason of such termination or suspension except for the obligation to pay compensation for all Services performed to the termination date, which obligation shall not exceed the limits established under each Phase of the Services as to which the Town has expressly authorized the Designer to proceed. 21.2 Upon receipt of any such notice or suspension or termination, the Designer shall (a) discontinue all Services affected (unless the notice directs otherwise); and (b) deliver to the Town all Written Materials and other information and materials pertaining to the Project, whether completed or in progress. 21.3 Any termination or suspension of this Agreement shall not impair the right of the Town to recover damages occasioned by the fault of the Designer. Any suspension shall not limit the right of the Town to terminate this Agreement. 21.4 All of the Designer's covenants and obligations hereunder shall survive the termination or expiration of this Agreement. Section 22. Ineligibility The Designer acknowledges that it may be ineligible to perform further design services unless the Town commissions an independent review, by a knowledgeable and competent individual or business doing such work, of the Designer's work under this Agreement to insure its reasonableness and its adequacy prior to allowing the Designer to continue on the project. Nothing contained herein shall be construed to require the Town to commission any such review. Section 23. Entire Agreement, Interpretation, Governing Law 23.1 This Agreement is the exclusive statement of the agreement of the parties with respect to its subject matter and supersedes all prior agreements, negotiations, representations, proposals and awards, written or oral, relating to its subject matter. 23.2 Headings, titles and paragraph captions are inserted in this Agreement for convenience, are descriptive only and shall not be deemed to add to or detract from or otherwise modify the meaning of the paragraphs. 23.3 This Agreement shall be governed by and construed in accordance with the laws of the Commonwealth of Massachusetts. 23.4 This Agreement may be executed in any number of counterparts, each of which shall be deemed to be an original and all of which shall constitute one and the same agreement. 23.5 The terms "hereof', "herein" and "hereunder", and words of similar import, shall be construed to refer to this Agreement as a whole, and not to any particular section, paragraph or provision, unless expressly so stated. Town of North Andover RFQ Page 24 of 39 Engineer Design Services — Flocculation & Sedimentation Building (WTP) 23.6 All words or terms used in this Agreement, regardless of the number or gender in which they are used, shall be deemed to include any other number and any other gender as the context may require. 23.7 This Agreement shall be construed without regard to any presumption or rule requiring construction against the party causing such document to be drafted or prepared. 23.8 Time is of the essence for the performance and payment of each and every covenant and obligation contained herein. 23.9 No amendment of this Agreement shall be effective unless the same is made in writing and signed by the parties hereto. 23.10 The terms "person" and "persons" used herein shall include natural persons and corporations, partnerships (general and limited), firms, associations, trusts, estates, bodies politic, political subdivisions and other entities and organizations. 23.11 Each and every provision of law and governmental regulation required by law to be inserted in an agreement such as this or in any of the contract documents shall be deemed to be inserted herein or therein and this Agreement shall read and shall be enforced as though so included therein, and if through mistake, inadvertence or otherwise any such provision is not inserted, or is not correctly inserted, then upon the application of either party, this Agreement shall be deemed to be amended to make such insertion or correction. Section 24. Assignment 24.1 The Town shall have the right to assign this Agreement to (i) any other person or entity succeeding to the Town's ownership of the Project or property which is the subject of the Designer's work hereunder, or (ii) to any other person or entity having or acquiring an interest therein, including, without limitation, any lending institution. 24.2 Designer shall not assign, pledge or hypothecate this Agreement or any monies due hereunder. Section 25. Successors and Assigns Subject to the restrictions on assignment contained in paragraph 24.2 hereof, this Agreement shall be, binding upon and inure to the benefit of the parties and their respective successors and assigns. Town of North Andover RFQ Page 25 of 39 Engineer Design Services — Flocculation & Sedimentation Building (WTP) IN WITNESS WHEREOF, the parties have executed this Agreement on the date first above written. For the Designer: By For the Town: By Town Manager As to form: Town Counsel As to the availability of funds: Town Accountant Town of North Andover RFQ Page 26 of 39 Engineer Design Services — Flocculation & Sedimentation Building (WTP) MASSACHUSETTS REGISTERED PRINCIPAL OF FIRM RESPONSIBLE FOR THIS PROJECT IS: 1. In accordance with the provisions of the Massachusetts General Laws, Chapter 29, §29A(4), I hereby certify that a resume of the Designer has been filed with the Designer Selection Board. In accordance with Chapter 7, §38H(e), I further certify that the DESIGNER has not given, offered or agreed to give any person, corporation, or other entity any gift, contribution or offer of employment as an inducement for, or in connection with, the award of the contract for design services; no consultant to or subcontractor for the DESIGNER; and no person, corporation or other entity, other than a bonafide full-time employee of the DESIGNER, has been retained or hired by the DESIGNER to solicit for, or in any way assist, the DESIGNER in obtaining the contract for design services upon an agreement or understanding that such person, corporation or other entity be paid a fee or other consideration contingent upon the award of the contract to the DESIGNER. I also certify that under the pains and penalties of perjury that the Designer has not offered, given, or agreed to give, received, accepted, or agreed to accept, any gift, contribution, or any financial incentive whatsoever to or from any person in connection with the contract. As used in this certification, the word "person" shall mean any natural person, business, partnership, corporation, union, committee, club, or other organization, entity or group of individuals. Furthermore, the Designer certifies under the penalties of perjury that throughout the duration of the contract, it will not have any financial relationship in connection with the performance of this contract with any materials manufacturer, distributor or vendor. Signed under the pains and penalties of perjury this day of , 2012. am Name: Designer Town of North Andover RFQ Page 27 of 39 Engineer Design Services — Flocculation & Sedimentation Building (WTP) SCHEDULE I SCOPE OF SERVICES Town of North Andover RFQ Page 28 of 39 Engineer Design Services — Flocculation & Sedimentation Building (WTP) SCHEDULE IA 1. In the performance of the Services, the Designer will observe and comply with all federal, state and local laws, ordinances, codes, rules, regulations and orders applicable to the Project and the services to be rendered by the Designer in connection therewith. The Designer shall not violate any zoning, setbacks or other requirements of applicable laws, ordinances and codes or of any recorded covenants or restrictions applicable to the Project site. If the Designer performs services which the Designer knew or should have known were contrary to any laws, statutes, ordinances, building codes, rules, regulations or recorded covenants or restrictions applicable to any Proposed Site, the Designer shall be liable to the Town for the attributable costs and damages arising there from and indemnify the town against the adverse consequences thereof. 1.2 Designer represents and warrants it is duly licensed (and in good standing) to perform the Services in the Commonwealth of Massachusetts. Designer further represents and warrants that it is familiar with and has a working knowledge of the Massachusetts provisions relating to competitive bidding and public construction projects, including, without limitations, MGL c7, §38A-380, MGL c149, §44A -44H, and MGL c30, §39M, and all related laws and regulations. The Designer agrees that if in the opinion of the Town the Designer is not familiar with such provisions, the Designer shall engage, at its own expense, competent personnel subject to the approval of the Town. The Town's approval of such personnel shall not relieve the Designer of its duties and obligations under this Agreement. 1.3 Designer shall, at its own cost, correct and make good any errors or defects in its Services, including, without limitations, any errors, omissions or defects in any plans, specifications, drawings or other documents prepared by the Designer or any of its consultants hereunder, as soon as Designer becomes aware of such errors or defects or is notified of such errors or defects. 1.4 Designer shall exercise due care to prepare all drawings, plans and specifications for the Project in conformity with the requirements of the State Building Code, 780 CMR 1.00, et. seq. and to any other applicable federal, state, municipal and local laws, ordinances, rules, regulations, codes and orders, including, without limitations, the rules and regulations of the Massachusetts Designer Access Board, 521 CMR 1.00 et. seq. Designer shall certify such matters to the Town and all other interested parties to facilitate the financing or sale or other disposition of the Project by the Town as and when requested by the Town from time to time. All such certificates shall be in a form reasonably acceptable to the Town and all other interested parties. 1.5 The Designer shall at all times assist the Town in gaining approval of the Zoning Board of Appeals, Planning Board, Board of Health, Conservation Commission and Town Meeting to approve the Project, and shall prepare all documents, studies, plans, drawings, specifications and other instruments required in connection therewith. The Designer shall Town of North Andover RFQ Page 29 of 39 Engineer Design Services — Flocculation & Sedimentation Building (WTP) attend public hearings for each of the foregoing. In furtherance thereof, the Designer shall comply with all of the requirements of MGL c7, §38A-380, MGL c149, §44A -44H, and §44M, and MGL c30, §39M, and all related laws and regulations. The Designer shall be responsible for the preparation and timely submission of all design submissions, contract documents and other documents required by the foregoing as required. All design submissions, construction documents and contract documents shall conform to the appropriate requirements of the foregoing statutes and regulations, and shall be in such a form and with such information or data contained therein as may be required by such agencies. 1.6 The Designer shall comply with the requirements of MGL c149, §44M and shall prepare an energy systems life cycle cost estimate for approval by the appropriate authorities at the Design Development stage. 1.7 All of the foregoing is in addition to, and not in lieu of, any and all other duties, obligations, liability and responsibility implied or imposed upon Designer by law in connection with the Services to be performed by Designer hereunder. 1.8 The Construction Cost shall be the total cost or estimated cost to the Town of all elements of the Project designed or specified by the Designer. 1.9 The Construction Cost shall include the cost at current market rates of labor and materials furnished to the Town and equipment designed, specified, selected or specially provided for by the Designer, plus a reasonable allowance for the Contractor's overhead and profit. In addition, a reasonable allowance for contingencies shall be included for market conditions at the time of bidding and for changes in the Work during construction. 2.0 Construction Cost does not include the compensation of the Designer and Designer's consultants, the costs of the land, rights-of-way, financing or other costs which are the responsibility of the Town. 2.1 Evaluations of the Town's Project budget, preliminary estimates of Construction Cost and detailed estimates of Construction Cost, if any, prepared by the Designer, represent the Designer's best judgment as a design professional familiar with the construction industry. It is recognized, however, that neither the Designer nor the Town has control over the cost of labor, materials or equipment, over the Contractor's methods of determining bid prices, or over competitive bidding, market or negotiating conditions. Accordingly, the Designer cannot and does not warrant or represent that bids or negotiated prices will not vary from the Town's Project budget or from any estimate of Construction Cost or evaluation prepared or agreed to by the Designer. 2.2 No fixed limit of Construction Cost shall be established as a condition of this Agreement by the furnishing, proposal or establishment of a Project budget, unless such fixed limit has been agreed upon in writing and signed by the parties hereto. If such a fixed limit has been established, the Designer shall be permitted to include contingencies for design, bidding and price escalation, to determine what materials, equipment, component systems Town of North Andover RFQ Page 30 of 39 Engineer Design Services — Flocculation & Sedimentation Building (WTP) and types of construction are to be included in the Contract Documents, to make reasonable adjustments in the scope of the Project and to include in the Contract Documents alternate bids to adjust the Construction Cost to the fixed limit. Fixed limits, if any, shall be increased in the amount of an increase in the Contract Sum occurring after execution of the Contract for Construction. 2.3 If the Bidding or Negotiation Phase has not commenced within 90 days after the Designer submits the Construction Documents to the Town, any Project budget or fixed limit of Construction Cost shall be adjusted to reflect changes in the general level of prices in the construction industry between the date of submission of the Construction Documents to the Town and the date on which proposals are sought. 2.4 If a fixed limit of Construction Cost is exceeded by the lowest bona fide bid or negotiated proposal, the Town shall: J give written approval of an increase in such fixed limit; .2 authorize rebidding or renegotiating of the Project within a reasonable time; .3 if the Project is abandoned, terminate the Project; or .4 cooperate in revising the Project scope and quality as required to reduce the Construction Cost. 2.5 If the Town chooses to proceed under Clause 2.4.4, the Designer, with additional charge, shall modify the Contract Documents as necessary to comply with the fixed limit, if established as a condition of this Agreement. The modification of Contract Documents shall be the limit of the Designer's responsibility arising out of the establishment of a fixed limit. The Designer shall be entitled to compensation in accordance with this Agreement for all services performed whether or not the Construction Phase is commenced. 2.6 Bids in Excess of Cost Estimate. Should the lowest responsible and eligible bid by a general building contractor for the construction of the Project exceed by more than 5% the total estimated construction cost of the Project stated on the Estimated Project Construction Cost -Construction Document Phase prepared by the Designer and approved by the Town, the Designer shall, on written request of the Town and without cost to the Town, revise the plans and specifications for the Project as the Town shall require for the purpose of bringing the total actual cost of constructing the Project within the amount specified and shall submit such revised plans and specifications to the Town for its approval. The Designer may, in connection with such revision, make whatever necessary required adjustments in the scope of the Project, as may be needed as determined by the Designer to bring construction cost in line with the Project budget, subject to the written approval of the Town. Town of North Andover RFQ Page 31 of 39 Engineer Design Services — Flocculation & Sedimentation Building (WTP) SCHEDULE 222 DESIGNER COMPENSATION Town of North Andover RFQ Page 32 of 39 Engineer Design Services — Flocculation & Sedimentation Building (WTP) SCHEDULE IV 1. CONSTRUCTION PHASE — ADMINISTRATION OF THE CONSTRUCTION CONTRACT 1.1 The Designer's responsibility to provide Services for the Construction Phase under this Agreement commences with the award of the Contract for Construction and terminates at the earlier of the issuance to the Town of the final Certificate for Payment or 60 days after the date of Substantial Completion of the Work. 1.2 The Designer shall provide administration of the Contract for Construction as set forth below and in the edition of AIA Document A201, General Conditions of the Contract for Construction, current as of the date of this Agreement, unless otherwise provided in the Agreement, or as such General Conditions may be amended and/or supplemented by the Town. 1.3 Duties, responsibilities and limitations of authority of the Designer shall not be restricted, modified or extended without written agreement of the Town and Designer with consent of the Contractor, which consent shall not be unreasonably withheld. 1.4 The Designer shall be a representative of and shall advise and consult with the Town (1) during construction until final payment to the Contractor is due, and (2) as an Additional Service at the Town's direction from time to time during the correction period described in the Contract for Construction. The Designer shall have authority to act on behalf of the Town only to the extent provided in this Agreement unless otherwise modified by written instrument. 1.5 The Designer shall visit the site at intervals appropriate to the stage of construction or as otherwise agreed by the Town and Designer in writing to become generally familiar with the progress and quality of the Work completed and to determine in general if the Work is being performed in a manner indicating that the Work when completed will be in accordance with the Contract Documents. On the basis of on-site observations as a Designer, the Designer shall keep the Town informed of the progress and quality of the Work, and shall endeavor to guard the Town against defects and deficiencies in the Work. 1.5.1 The Designer shall visit and observe the Project up to substantial completion at least once each week and more often if required by the circumstances on the Project to become familiar in detail with the progress of the Work to be performed under the Contract and to determine, by observation, that the Work to be performed under the Contract is proceeding in accordance with the Contract Documents and all applicable laws, ordinances, regulations and codes. The Designer shall require its consultants, including without limitation its civil engineer, structural engineer, plumbing engineer, HVAC engineer and electrical engineer, to visit and observe the Project as required or at the request of the Designer, of the same purposes during the progress of that portion the Town of North Andover RFQ Page 33 of 39 Engineer Design Services — Flocculation & Sedimentation Building (WTP) Work, to which the consultant's services relate and to report in writing thereon to the Designer, and to visit and observe the Project again upon completion of such portion of the Work, to develop a punch list of incomplete or unsatisfactory items. The Designer shall submit to the Town a detailed written report of each site visit by the Designer and/or its consultants after such site visit. 1.5.2 The Designer shall attend weekly Project meetings and shall prepare and deliver to the Town and all other parties attending such meetings written meeting minutes. 1.6 The Designer shall not have control over or charge of and shall not be responsible for construction means, methods, techniques, sequences or procedures, or for safety precautions and programs in connection with the Work, since these are solely the Contractor's responsibility under the Contract for Construction. The Designer shall not be responsible for the Contractor's schedules or failure to carry out the Work in accordance with the Contract Documents. The Designer shall not have control over or charge of acts or omissions of the Contractor, Subcontractor, or their agents or employees, or of any other persons performing portions of the Work. 1.7 The Designer shall at all times have access to the Work wherever it is in preparation or progress. 1.8 Except as may otherwise be provided in the Contract Documents or when direct communications have been specially authorized, the Town and Contractor shall communicate through the Designer. Communications by and with the Designer's consultants shall be through the Designer. 1.9 Based on the Designer's observations and evaluations of the Contractor's Applications for Payment, the Designer shall review and certify the amounts due the Contractor. 1.10 The Designer's certification for payment shall constitute a representation to the Town, based on the Designer's observations at the site and on the data comprising the Contractor's Application for Payment, that the Work has progressed to the point indicated and that, to the best of the Designer's knowledge, information and belief, quality of the Work is in accordance with the Contract Documents. The foregoing representations are subject to an evaluation of the Work for conformance with the Contract Documents upon Substantial Completion, to results of subsequent tests and inspections, to minor deviations from the Contract Documents correctable prior to completion and to specific qualifications expressed by the Designer. The issuance of a Certificate for Payment shall further constitute a representation that the Contractor is entitled to payment in the amount certified. However, the issuance of a Certificate for Payment shall not be a representation that the Designer has (1) reviewed construction means, methods, techniques, sequences or procedures, (2) reviewed copies of requisitions received from Subcontractors and material suppliers and other data requested by the Town to substantiate the Contractor's right to payment or (3) ascertained how or for what purpose the Contractor has used money previously paid on account of the Contract Sum. Town of North Andover RFQ Page 34 of 39 Engineer Design Services — Flocculation & Sedimentation Building (WTP) The Designer shall be familiar with the provisions of the Massachusetts General Laws for payment to contractors and shall submit to the Town, all requisitions for payment submitted by the General Contractor. With respect to each such requisition, he or she shall certify to the best of the Designer's knowledge that the percentage of work performed conforms with the Contract Documents. In the event that the Designer does not approve the requisition exactly as submitted by the General Contractor, said Designer shall forward it for payment to the Town dated, but unsigned, with an accompanying letter of explanation setting forth objections and recommended changes. Timely payments of General Contractors are required by General Laws, Chapter 30, §39K; therefore, the Designer shall establish office procedures assuring compliance with C. 30, §39K. The Designer shall receive and review, in connection with its review of the General Contractor's Applications for Payment, the weekly payroll records required to be submitted by the General Contractor pursuant to G.L. C. 149, §2713. Such review shall be for the purpose of determining that the amount of wages paid to laborers employed on the project is no less than the applicable prevailing wage rates established for the project by the Massachusetts Department of Labor and Industries. The Designer shall maintain, as part of the project records, one complete copy of such payroll records, and shall transmit to the Town, upon completion of the review provided for herein, the original weekly records as submitted by the General Contractor. The Designer shall promptly notify the Town if (1) Any payroll records submitted by the General Contractor do not represent payment of at least the applicable prevailing wage rates established for the project and (2) that the Designer knows, or has reason to believe, that the weekly payroll records submitted by the General Contractor do not accurately represent the wages actually paid to laborers employed on the project and that the General Contractor is not paying said laborers at least the amount of said prevailing wage rates. 1.11 The Designer shall have authority to reject Work which does not conform to the Contract Documents. Whenever the Designer considers it necessary or advisable for implementation of the intent of the Contract Documents, the Designer will have authority to require additional inspection or testing of the Work in accordance with the provisions of the Contract Documents, whether or not such Work is fabricated, installed or completed. However, neither this authority of the Designer nor a decision made in good faith either to exercise or not to exercise such authority shall give rise to a duty or responsibility of the Designer to the Contract, Subcontractors, material and equipment suppliers, their agents or employees or other persons performing portions of the Work. 1.12 The Designer shall review and approve or take other appropriate action upon Contractor's submittals such as Shop Drawings, Product Data and Samples, but only for the limited purpose of checking for conformance with information given and the design concept expressed in the Contract Documents. The Designer's action shall be taken with such reasonable promptness as to cause no delay in the Work, while allowing sufficient time in the Designer's professional judgment to permit adequate review. Review of such submittals is not conducted for the purpose of determining the accuracy and completeness of other details such as dimensions and quantities or for substantiating instructions for Town of North Andover RFQ Page 35 of 39 Engineer Design Services — Flocculation & Sedimentation Building (WTP) installation or performance of equipment or systems designed by the Contractor, all of which remain the responsibility of the Contractor to the extent required by the Contract Documents. The Designer's review shall not constitute approval of safety precautions or, unless otherwise specifically stated by the Designer, of construction means, methods, techniques, sequences or procedures. The Designer's approval of a specific item shall not indicate approval of assembly of which the item is a component. When professional certification of performance characteristics of materials, systems or equipment is required by the Contract Documents, the Designer shall be entitled to rely upon such certification to establish that the materials, systems or equipment will meet the performance criteria required by the Contract Documents. 1.13 The Designer shall prepare Change Orders and Construction Change Directives, with supporting documentation and data if deemed necessary by the Designer, for the Town's approval and execution in accordance with the Contract Documents, and may authorize minor changes in the Work not involving an adjustment in the Contract Sum or an extension of the Contract Time which are not inconsistent with the intent of the Contract Documents. 1.14 The Designer shall conduct observations to determine the date or dates of Substantial Completion and the date of final completion, shall receive and forward to the Town for the Town's review and records written warranties and related documents required by the Contract Documents and assembled by the Contractor, and shall issue a final Certificate for Payment upon compliance with the requirements of the Contract Documents. 1.15 The Designer shall interpret and decide matters concerning performance of the Town and Contractor under the requirements of the Contract Documents on written request of either the Town or Contractor. The Designer's response to such requests shall be made with reasonable promptness and within any time limits agreed upon. 1.16 Interpretations and decisions of the Designer shall be consistent with the intent of and reasonably inferable from the Contract Documents and shall be in writing or in the form of drawings. 1.17 The Designer's decisions on matters relating to aesthetic effect shall be final if consistent with the intent expressed in the Contract Documents. 1.18 The Designer shall render written decisions within a reasonable time on all claims, disputes or other matters in question between the Town and Contractor relating to the execution or progress of the Work as provided in the Contract Documents. 1.19 The Designer's decisions on claims, disputes or other matters, including those in question between the Town and Contractor, except for those relating to aesthetic effect, shall be subject to mediation as provided in this Agreement and in the Contract Documents. Town of North Andover RFQ Page 36 of 39 Engineer Design Services — Flocculation & Sedimentation Building (WTP) 1.19.1 After completion of the Project, the Designer shall visit and observe the Project at least once ten (10) months after its completion and advise the Town of any evidence of faulty materials or workmanship used in construction of the Project. 1. 19.2 The Designer shall assist the Town in coordinating any required Contractor work during the one-year warranty period, such services to include, without limitation, interpreting the contract documents and visiting the site and observing the warranty work on a reasonable basis. 1.19.3 The Designer shall receive and review all tests and documentation required to be submitted by the Contractor as a requisite to systems acceptance and shall ascertain that the Contractor has performed all system start-up and testing obligations in accordance with the Contract Documents prior to acceptance of Substantial Completions. Upon application for final payment received by the Designer, the Designer shall make a final inspection of the Project, the Work and all parts and components thereof, and shall ensure that all requirements of the Contract Documents have been met and satisfied. 1.20 As the Contractor submits operating and maintenance manuals, they shall be reviewed and approved by the Designer and its consultants, then organized with the submittals and shop drawings into a CSI format. This should also include start-up and operating instructional videos and other equipment information. The Designer shall review all as - built documents for completeness and accuracy. 1.21 Before examining the Requisition for Final Payment submitted to the Town by the General Contractor and making any certification in response thereto, the Designer shall obtain from the General Contractor, record drawings, showing the actual installation of the plumbing, heating, ventilating and electrical work under the construction contract and all variations, if any. The Designer shall ascertain by his review that changes authorized by change orders as shown on the General Contractor's record drawings and on the applicable original reproducible, and shall submit to the Town, the complete set, as revised, which shall become the property of the Town. Two suitably bound legible copies of all original design and quantity calculations including those pertinent to change orders and show drawings if applicable shall be furnished by the Designer to the Town at the conclusion of the Construction Contract and prior to the expiration of the construction period. Town of North Andover RFQ Page 37 of 39 Engineer Design Services — Flocculation & Sedimentation Building (WTP) M.G.L. CHAPTER 37, 08H DESIGNER SELECTION LAW TRUTH IN NEGOTIATIONS CERTIFICATE [To be used when the Designer's or Consultant's Fee is negotiated.] of (Name of Designer/Consultant) (Address) hereby certify, in connection with the Contract between and (Designer/Consultant) the Town of North Andover, pursuant to the provisions of M.G.L. Chapter 7, §38H: (i) That the wage rates and costs used to support the designer's/consultant's compensation are accurate, complete and current at the time of contract; and (ii) That I/we agree that the original contract price and any additions to the contract price may be adjusted within one year of completion of the contract to exclude any significant amounts if the Commissioner of DCAM determines that the fee was increased by such amounts due to inaccurate, incomplete or non-current wage rates or other costs. 51 (Signature) Town of North Andover RFQ Page 38 of 39 Engineer Design Services — Flocculation & Sedimentation Building (WTP) Q Lu � Q z z Q 0 CL Q m ~z Z O Q w z Of w F LU � p QQ(W Z �p< 0 0 QwZ) =�U Z0 O -4 Ai., 14k WOODARD &CURRAN COMMITMENT & INTEGRITY DRIVE RESULTS April 4, 2013 Mr. Ray Santilli Assistant Town Manager North Andover Town Hall 120 Main Street North Andover, MA 01845 40 Shattuck Road, Suite 110 Andover, Massachusetts 01810 www.woodardcurran.com T 866.702.6371 T 978.557.8150 F 978.557.7948 Re: Request for Qualification Statements for Engineer Design Services for Flocculation & Sedimentation Building at the Water Treatment Plant Revised Fee Proposal Dear Mr. Santilli: As requested, Woodard & Curran is presenting a revised Fee Proposal to accompany our Qualifications Statement for Engineer Design Services for a Flocculation & Sedimentation Building at the Water Treatment Plant. We look forward to working with the Town on the improvements to the water treatment facilities. We would welcome the opportunity to meet with you to discuss this project. If you have any questions concerning our revised fee proposal, please contact me. Sincerely, OODARD & RRAN C. ' es J. Rivar , enior Vice President Enclosure INITIAL FEE PROPOSAL GAL RR Our revised fee proposal for engineering services during the evaluation phase, design, and construction of the new cover structure for the flocculation and sedimen- tation basins at the water treatment plant is based on the following approach and scope of services. In order to develop an estimate of engineering fees, we used an approach to covering the basins that we felt would address the needs of the Town in a cost-effective manner. However, if, after completion of the evaluation stage another approach is determined by the Town to be more appropriate, then the scope of ser- vices and engineering fees may be adjusted accordingly. SCOPE OF SERVICES Evaluation Phase The scope of services during the evaluation phase of the project will be completed as outlined in the RFQ. As requested, we have deleted the meeting with the adjacent neighbors during the evaluation and design phases. Design Phase The engineering costs in our proposal include the design of the following facilities: Pre-engineered, pre -fabricated structure similar to the Porter Panel system, consisting of: — Pre -fabricated wall panel systems with light -gauge metal stud construction. Exterior finish of brick similar to the existing building appearance or an economical metal panel, as selected by the Owner. — Interior finish of exposed metal framing, metal liner panels, or FRP panel, as selected by the Owner. — Pre -fabricated roof truss system with a standing -seam metal roof pitched away from the existing building. — Any exposed framing on the interior would be hot -dip galvanized steel for durability in the moist treatment plant environment. — New structure would connect to side wall of existing building, with the new roof line at or below the existing roof line; this will prevent snow drift loads on the new building from imparting onto the existing roof structure. Interior steel building columns would be strategically located to bear on existing basin concrete walls. — Garage door opening at the end of the structure by the driveway. WOODARD &CURRAN In order to develop an estimate of engineering fees, we used an approach to covering the basins that we felt would address the needs of the Town in a cost effective manner. However, if, after the evaluation stage of the project is completed, another approach is determined by the Town to be more appropriate, then the scope of services and engineering fees may be adjusted accordingly. P226627 i TOWN OF NORTH ANDOVER, MA - FLOCCULATION & SEDIMENTATION BUILDING I WOODARD & CURRAN — Small, high windows for natural lighting, similar to those in the filter gallery. — Interior will be an open, non -partitioned, maintenance space with no internal rooms. - Building would meet applicable Massachusetts building code requirements and applicable MassDEP drinking water treatment plant guidelines. - Interior lighting consisting of fluorescent lighting attached to the underside of the roof panels. - Exterior lighting over garage door and alongside and back of building. - Natural gas unit heaters. - Wall or roof -mounted fans with automatic louvers to provide ventilation in the summer months. - Relocation of the existing security cameras to the exterior of the new structure. - Security and fire alarm system for new structure to connect to existing plant systems. Bidding and Construction Phases Engineering services during bidding and construction will be completed as outlined in the scope of services in the RFQ. As requested, we have deleted the periodic site visits during construction to monitor progress and compliance with the contract docu- ments. It is our understanding that this task, including final review and approval by the building inspector, will be completed by the Town. INITIAL FEES Our revised fee proposal based on the scope of services described above is: Phase Fee Evaluation of Options $12,300 Design $25,900 Bidding Services $6,900 Construction Services $13,400 TOTAL $58,500 RATE CHART The table attached presents the hourly rates for all of the proposed professional per- sonnel that may be assigned to this project. IM WOODARD & CURRAN I TOWN OF NORTH ANDOVER, MA - FLOCCULATION & SEDIMENTATION BUILDING I P226627 Massachusetts Municipal ate bcneauie ConsultantPersonnel Labor Categmy Support1. Rate - Administrative $55 - Drafter $71 - Project Assistant 11. Professional Services $85 - Technician $78 - GIS Analyst/ Consultant $80 - Technician 2/ Inspector $82 - Scientist/ Technical Service Specialist 1l Operations Specialist $85 - Engineer 1/ Geologist 1/ Control System Engineer/ GIS Developer $95 - Resident Engineer/ Engineer 2/ Geologist 21 Scientist 2l Geologist 3/ Scientist 31 Designer $105 - Engineer 3/ Technical Service Specialist 2/ Senior Designer $115 - GIS App Developer/ Project Technical Specialist $130 - Project Engineer/ Project Geologist/ Project Scientist/ Assistant Planner/ GIS App Developer 2 $130 - Project Geologist 2 $133 - Project Engineer 2/ Project Scientist 2 $140 - Senior Project Engineer/ Project Manager/ Technical Leader $150 - Senior Engineer/ Senior Geologist/ Service Manager $160 - Project Manager 2 $175 - Senior Project Manager $190 - Principal/ Senior Vice President/ Vice President/ LSP This Rate Schedule is confidential and for customer internal use only. W&C reserves the right to adjust billing rates each March 1 st, by an average of 5%. $195 EXPENSE CATEGORY Travel' Out of Pocket (consumable field supplies, etc.) Records from Outside Sources Subcontracts (lab tests, drilling, etc.) Equipment Rental 1. Mileage rate will change as the federal allowable rate is modified. .555/mile At Cost At Cost At Cost Plus 10% At Cost Plus 10% P226627 I TOWN OF NORTH ANDOVER, MA - FLOCCULATION & SEDIMENTATION BUILDING I WOODARD & CURRAN EM orl�5 i n eL I Engineer Design Services CONTENTS QUALIFICATIONS SECTION 1 Project Experience and References Flocculation & SECTION 2 Project Team Sedimentation Building Water Treatment Plant SECTION 3 Technical Approach SECTION 4 Comparative Criteria A. Project Management Experience B. Project Design and Availability C. Team and Key Staff D. Quality of References SECTION 5 Desi Selection Board (DSB) Application Form SECTION 6 Required Forms FEE PROPOSAL under separate cover CONTACT INFORMATION: James Rivard, PE jrivard@woodardcurran.com Town of North Andover 1.866.702.6371 March 7, 2013 -A Ahl.- "k WOODARD &CURRAN 500 mr`uwucnau ' no R.�cnc,•� COMMITMENT & INTEGRITY DRIVE RESULTS March 7, 2013 Mr. Ray Santilli Assistant Town Manager North Andover Town Hall 120 Main Street North Andover, MA 01845 40 Shattuck Road, Suite 110 Andover, Massachusetts 01810 www.woodardcurran.com T 866.702.6371 T 978.557.8150 F 978.557.7948 Re: Request for Qualification Statements for Engineer Design Services for Flocculation & Sedimentation Building at the Water Treatment Plant Dear Mr. Santilli: In accordance with your request, Woodard & Curran is pleased to present our Qualifications Statement for Engineer Design Services for a Flocculation & Sedimentation Building at the Water Treatment Plant. As Woodard & Curran's qualifications demonstrate, our firm has a long history of commitment to our clients. We partner with many communities such as North Andover, forging strong teams that work together to develop practical, cost-effective solutions. As demonstrated in our qualifications statement, we believe that Woodard & Curran's technical and management experience, coupled with our award-winning, client -driven approach to solving problems, brings all the qualifications needed to provide North Andover with the services listed in your request. We offer the following: • We are currently offering similar services to many municipalities in New England. Our qualifications statement highlights many Massachusetts clients where we have provided similar services. • Our team is ready to start on this project immediately after the contract with the Town is signed, and we will complete the work within the Town's timetable. • Members of our staff and project team are familiar with North Andover and the DPW staff. Our key team members have over 15 years of experience in their respective fields. • Our clients receive excellent service. The references supplied in our qualifications statement will attest to this. • We have included on our team the firm of Daigle Engineers, Inc. Daigle Engineers was responsible for the structural design of the original North Andover water treatment plant. Daigle Engineers will assist us with the evaluation of the impact of a new building structure on top of the existing flocculation and sedimentation basins. We look forward to working with the Town on the improvements to the water treatment facilities, and we would welcome the opportunity to meet with you to discuss this project. If you have any questions concerning our submittal, please contact me. Sincerely, WOODARD & CURRAN INC. James J. Rivard, PE Senior Vice President Enclosures AND REFE Woodard & Curran is a 700 -person, integrated, engineering, science, and opera- tions company. Privately held and steadily growing, we serve public and private clients locally and nationwide. Ranked by Engineering News Record at #91 among the nation's top 500 engineering firms, this national standing was accomplished by adhering to our business principles and distinctive management structure. From our environmental roots in the Northeast to the range of consulting, engineer- ing, and operations expertise we provide across the country today, we work for a diverse clientele — municipalities, utilities, the energy industry, food and beverage manufacturers, colleges and universities, and the real estate community. At the heart of our company are our talented people whose commitment and integrity drive results for you. You experience this power in our actions, solutions, and prom- ises kept. The commitment and integrity of our people are shown every day in consistently superior client service, exceptional communications, creative problem solving, and fair pricing. The power of this combination drives results for you — meeting the goals you've established, attaining compliance, and achieving more efficient and sustain- able operations. Tailoring solutions to meet clients' needs We do what it takes to make each project a success, whether it's using new technol- ogy to optimize operations and reduce costs or leveraging existing resources to help municipalities achieve compliance. We take advantage of innovative solutions to provide clients with cost-effective, sustainable, high-performance systems that will satisfy their municipal engineering needs for years to come. Tapping our pool of experts Our project teams have the expertise and flexibility to meet the changing needs of clients and of ever-increasing regulations. Because we have access to a diverse group of in-house engineers, scientists, and operations professionals, we can match the right people and skills to the job. This ability is demonstrated with the Project Team selected for this proposal. We are one of the few environmental consulting firms that specialize in process design, operations, automation, and information management — four key ingredients for efficient, well-managed utilities. CENR'�RM 91 Woodard & Curran serves clients locally and nationwide. The firm operates 11 offices in the locations noted above, as well as treatment facilities in the states that appear in orange. P226627 I TOWN OF NORTH ANDOVER, MA- FLOCCULATION & SEDIMENTATION BUILDING I WOODARD & CURRAN Clients often need new facilities or process solutions to meet competitive market demand or ever -evolving federal, state, and local regulations. Woodard & Curran offers flexible, fast-track project management solutions that help clients through the entire process: from design to construction to startup. These complex projects demand consistent management based on engineering expertise, attention to detail, communication, and innovation. This is where Woodard & Curran excels. Experienced managers keep projects on track We assign proven performers to serve as Project Managers and use a suite of powerful project management tools to consistently complete projects on time, within budget, and with the high-quality a client expects. We provide a framework in which all aspects of a project are integrated and man- aged. Our managers: - value clear communication and understand how relationships can impact project outcome; are committed to project planning and to using the tools available; use a critical project scoping approach; anticipate problems that may arise and implement plans to mitigate those concerns; identify stakeholders who will impact the project; are willing to confront conflict early and resolve issues using win/win strategies; and - document conversations to avoid communication breakdown. Project management tools To meet client needs we use effective project management tools that distinguish us from other design firms and make our work together easier and more efficient. This translates into cost savings. Our tools include: a detailed work plan that divides the project into manageable pieces by engineering disciplines and systems; - cost controls developed in coordination with the client; - master schedules based upon client needs; and - status reports that are based on the work plan, schedule, and budget. Status reports enable us to spot problems early, before they become major issues. If an issue arises, we work with the client to implement cost-effective solutions. These practices have allowed Woodard & Curran to develop long-term client relationships and to continually exceed client expectations. SIMILAR PROJECT EXPERIENCE The project descriptions that follow are examples of how Woodard & Curran has assisted our municipal clients with a broad range of treatment facility and water sys- tem improvements, all of which include prefabricated buildings. REFERENCES Woodard & Curran is proud of the excellent reputation, which we have i earned with our clients. We urge you to contact the following client refer- Virt-T111 Daniel Lahiff, Executive Director Lowell Regional Water Utility 815 Pawtucket Blvd Lowell, MA 01854 Tel.: 978-970-4242 dlahiff@ci.lowell.ma.us John Isensee, Public Works Director City of Lawrence 200 Common St Lawrence, MA 01840 Tel.: 978-794-5762 Jisensee@cityoflawrence.com Raymond Racine Assistant Director of Public Works City of Leominster 109 Graham Street Leominster, MA 01453 Tel.: 978-534-7590 ext 518 rracine@dpw.leominster-ma.gov Ron LaFrenie Commissioner of Public Works City of Marlborough 135 Neil Street Marlborough, MA 01752 Tel.: 508-624-6910 ext 7103 dpw@madborough-ma.gov Kurt Gaffney Water Operations Manager Town of Mansfield Department of Public Works 6 Park Row Mansfield, MA 02048 Tel.: 508-261-7376 kgaffney@mansfieldma.com Brian Goodman, Superintendent Shirley Water District 124 Ayer Road Shirley, MA 01464-2518 Tel.: 978-425-2245 shideywater@vedzon.net w r7 w 7 w n w n n Lr ri LJ n LJ M 7 LJ nI �J LJ rl WOODARD & CURRAN I TOWN OF NORTH ANDOVER, MA - FLOCCULATION & SEDIMENTATION BUILDING I P226627 J WATER TREATMENT IMPROVEMENTS Woodard & Curran was selected by the City of Leominster and Veolia Water, the City's Contract Operator, to provide design, bidding, and construction phase services to implement improvements required at the Notown Water Treatment Plant and Southeast Comer Well Field. As part of this effort, Woodard & Curran prepared detailed bid documents including plans and technical specifications to solicit competitive bids for Veolia Water. The team also performed tasks associated with bidding, award, and contract execution and is currently performing construction oversight and administration services. At the completion of construction, Woodard & Curran will provide assistance with the start up and testing of new equipment and training of the water treatment plant staff. Notown Water Treatment Plant The project at the Notown Water Treatment Plant included design, bidding, and construction services to implement improvements to reduce Total Organic Carbon (TOC) in the raw water. Design improvements involved the addition of adsorption -clarifiers to the front end of the treatment process to assist with the reduction of Trihalomethanes (THMs) and Haloacetic Acids (HAA5s) in the distribu- tion system. The original sedimentation basins were taken out of service over 15 years ago when the plant was converted to a direct filtration facility. A new structure will house two 2 -MGD adsorption -clarifier units (with space for a future 3rd unit), blowers for clarifier flushing, and a clarifier backwash holding tank capable of decant- ing backwash water and returning the supernatant to the head of the plant. The project also includes the renovation of the decommissioned sedimentation basins to house new chemical feed, metering, mixing and electrical equipment. As part of the project, Woodard & Curran designed approximately 3,000 feet of new 24- and 30 -inch water main from the Notown WTP to provide increased hydrau- lic capacity, as well as enhanced reliability and accessibility. The existing transmis- sion main, which was the only means of conveying water from the Notown WTP to the City's distribution system, was located on the steep embankment of Route 2 and in some areas is very deep. The main was minimally accessible for repairs and the project team performed hydraulic computer modeling to determine size requirements for the new main, which is located along an existing access road adjacent to Monoosnoc Brook. The design and installation of the main included a crossing of the brook, with associated environmental permitting and the required maintenance of flow during construction. The new water mains, in conjunction with improvements to the Monoosnoc Hill Water Storage Tank, will improve water quality in the tank and distribution system. A new prefabricated building adjacent to the tank houses water sampling and SCADA equipment. Also included in the project is a new 7,900 -foot pipeline to con- vey residuals generated at the plant to the municipal sewer system. A detailed sequence of construction was developed to ensure uninterrupted treat- ment plant and pipeline operation at all NEER] Team members: Jim Rivard - Principal -in -Charge Jim Finegan - Project Manager Jim Sturgis - Arch/Structural times during construction. Southeast Corner Well Field The Southeast Comer Well Field consists of three (3) groundwater wells with a combined capacity of approximately 1,100 gallons per minute (gpm). The project included improvements at the well field to maintain the proper chlorine residual in the distribution system, add corrosion control capabilities, and increase the overall reliability of the well field. The work involved replacement of the three exist- ing well pumps and motors with variable frequency drives (VFDs) and premium efficiency motors, construction of a new building adjacent to the existing Pump Station to house bulk storage tanks and feed equipment for sodium hydroxide (pH and corrosion control) and sodium hypo- chlorite (disinfection). Existing flow meter- ing, chemical injection points, and surge control equipment, which was located in a confined space within the old structure, is being replaced with new equipment in the new structure. P226627 ( TOWN OF NORTH ANDOVER, MA- FLOCCULATION & SEDIMENTATION BUILDING I WOODARD & CURRAN WATER TREATMENT & WATER SUPPLY Woodard & Curran has worked with the Town of Mansfield on several important projects that have focused on water operations and treatment challenges, including development of a new water supply. Morrison Well Number 10 Mansfield consistently needed additional water to meet peak summer demands. Town staff also felt that a backup well for year round use was critical for water supply redundancy. Woodard & Curran was hired to develop the new water supply and was able to take the necessary steps to obtain MassDEP approval to construct a new 1 MGD well, including facilities for cor- rosion control. The chemical feed and storage facilities were housed in a prefabricated building. The approval process for this well included complex aquifer modeling, stream modeling, and ecosystem assessments as part of a Water Management Act and Interbasin Transfer Act permit process. The only feasible location for this well was adjacent to a White Cedar swamp, which is a unique protected area that provides a home for numerous rare and endangered species. The project team was able to develop an effective and thorough permit strategy that was carefully managed to demonstrate no adverse impact to this resource. In addition, Woodard & Curran also pro- vided wetland site monitoring for areas surrounding the four existing well sites to ensure that pumping from the new well would not negatively affect native species of the wetlands. Woodard & Curran also developed specifications for cleaning the wells to prevent iron and manganese build up and replacing metering pumps which were found to be improperly sized. Dustin & Prescott Wells Water Treatment Facility & Operations Center Woodard & Curran also worked with the Town to complete a major water system infrastructure improvement: the new Dustin and Prescott Wells Water Treatment Facility and Operations Center. The facility treats about 30 per- cent of the drinking water used by this community of 22,000, drawing its supply from the Ten Mile River and Taunton River watersheds. Professional services included design, permitting, controls, and construction management services. The project allowed the Town to aban- don it's existing, outdated, and energy - inefficient water operations building and replace it with a new building, including energy efficient lighting and low -flow plumbing fixtures. Rather than sending all backwash water to waste, the facil- ity was designed to recycle all spent backwash water through the treatment system, greatly improving the efficiency of water supply. The new facility has improved water quality and allowed the operations cen- ter to be relocated from the Cate Springs well site, thereby protecting sensitive wetlands adjacent to the former site, and replacing what had become an anti - U Team members: Jim Rivard - Principal -in -Charge Bob Chapell - Project Manager Mark Jacobs - HVAC Jim Sturgis - Arch/Structural quated facility. The new offices incorporate garage space and a vehicle wash station to ser- vice town -owned vehicles. In addition, Mansfield's main Supervisory Control and Data Acquisition (SCADA) controls center was relocated to the new facility. r1 Li n WOODARD & CURRAN I TOWN OF NORTH ANDOVER, MA- FLOCCULATION & SEDIMENTATION BUILDING I P226627 LJ WALKER WELL DEVELOPMENT For our longtime client, the Shirley Water District, Woodard & Curran is develop- ing and securing the necessary permits for a new well. Complexities presented by the surrounding aquifer caused con- cern that the pumping of the proposed well would affect the contaminant flow from a nearby landfill and wastewater disposal beds and place the adjacent Devens MacPherson Well at risk. These concerns were addressed by applying a multi -step process to develop the well. In addition, the project included designing and conducting a pumping test for the proposed well. In order to save time and money, the pumping test was completed on the full production well. Walker Well Pump Station and Corrosion Control Facility design Following completion of the pumping test and establishment of a safe yield, Woodard & Curran completed the design of a new 450 GPM well pump station and associated corrosion control facility. The well was designed as an additional/ supplemental source for the District's existing Patterson Well. The corrosion control facilities include bulk storage and feed facilities for the addition of potas- sium hydroxide for pH adjustment and sodium hypochlorite for disinfection. The corrosion control facilities were installed in a prefabricated building. A propane -fired standby emergency gen- erator and SCADA system were also designed for the facilities. Water main design In order to connect the pro- posed Walker Well to the District's water distribution system, Woodard & Curran supplied design, bidding and construction administration ser- vices for over 8,000 linear feet of 12 -inch diameter water main. Directional drilling was used to complete a culvert crossing in an environmentally sensitive area. One of the two contracts involved fast-track design and construction to ensure that con- struction was completed before the active period for an endan- gered turtle species began. Team members: Jim Rivard - Principal -in -Charge Bob Chapell Project Manager Mark Jacobs - HVAC P226627 I TOWN OF NORTH ANDOVER, MA - FLOCCULATION & SEDIMENTATION BUILDING I WOODARD & CURRAN WELL DEVELOPMENT The Town of Dartmouth, Massachusetts found itself in need of a new water sup- ply. Dartmouth, a largely residential town of 28,000, was using 2.6 million gallons - per -day (GPD) of public water from September through June and 5 million GPD in the summer. As such, the town was pumping from seven wells and buy- ing water from adjacent New Bedford. Woodard & Curran assisted Dartmouth to secure four new wells and three water treatment facilities. The treatment facilities were housed in prefabricated steel buildings. Permitting process bridges gap between ecological interest groups, water utilities The methodology developed and applied for this project was a major milestone in water supply management for this region of the United States. Dozens of Massachusetts communities face similar permitting challenges as they need to draw water from new sources. The key to the approach was bridging the gap between ecological interest groups and water utilities by creating a means to quantify the link between water with- drawals and ecosystem needs. This approach is now encouraged by State agencies and is being applied to other water utilities. Two new wells present environmental challenge Due to the fact that Dartmouth already had a below average consumption level, the town concluded that conservation was not the answer. To achieve self- sufficiency, Dartmouth drilled two new wells with a combined pumping capacity of approximately 2 million GPD. Though this was the only feasible solu- tion, the environmental challenges were significant, since the river basin water withdrawals were near capacity and fisheries and wetland ecosystems had to be taken into consideration. Overall, the commercial and residential needs for water by a growing populous had to be balanced with the needs for environ- mental responsibility and stewardship of resources. Innovative permitting methodology approaches problem scientifically Woodard & Curran determined that the only way to move beyond this debate was to focus on an objective, scientific assessment of the situation and a scien- tific resolution of the valid, contradictory priorities. In the end, the engineering, hydrogeological modeling and analysis, and ecosystem assessments were cru- cial. Agencies overcome bias: support permitting endeavor These components ultimately won endorsement by the Massachusetts Department of Environmental Protection, the Departments of Fish and Wildlife and Marine Fisheries, and other state agency stakeholders — all of which had original- ly approached the question with a strong bias against Dartmouth's intentions. The final result was a permit that: • Established resource protection thresholds based on the actual needs of the habitat specific to the Paskamansett River Basin. These Team members: Jim Rivard - Principal -in -Charge Bob Chapell - Project Manager Jim Sturgis - Arch/Structural thresholds have greater flexibility than State agencies typically apply to water supply applicants. • Established a minimum base flow in the Paskamansett River recognizing that the ecology could not tolerate significantly lower levels. • Monitored stream flow only during the dry June – October season. • Dramatically simplified the approval process for subsequent wells. • Allowed the Town of Dartmouth to not only avoid water rate increases, but actually decrease water rates. This occurred despite the cost of the complex permitting process and ongoing environmental monitoring costs. n ri rl u LJ 7 LJ n n U n u n Li n u I • WOODARD & CURRAN I TOWN OF NORTH ANDOVER, MA- FLOCCULATION & SEDIMENTATION BUILDING I P226627 I CATE SPRINGS WELL Since 1996, Woodard & Curran has been working with the Town of Mansfield and providing a variety of services to the Department of Public Works (DPW) and the community, including a number of major water infrastructure projects. Cate Springs Well Site Evaluation The Cate Springs Well No. 1 is the Town of Mansfield's highest producing well, with a pumping capacity of over 1,000 gallons per minute. Prior to our work, the well site had periodically detected fecal coliform bacteria. The Town of Mansfield hired Woodard & Curran to evaluate the site, recommend improvements, and implement the enhancements. Our evaluation found that the Cate Springs chemical containment area was improperly constructed and did not meet the minimum containment volume required by MassDER The facility did not have standby power, which could lead to a loss of feed capabilities or the freezing of liquid chemicals in the event of outage. In addition, the well site did not provide the required chlorine contact time required by the EPA Ground Water Rule. New Precast Concrete Chemical Storage and Feed Building Previously, the chemicals and feed equipment were stored in an antiquated water operations facility. A new opera- tions facility was built with Woodard & Curran's assistance at a different loca- tion. The choice of a different operations site would protect sensitive wetlands adjacent to the Cate Springs Well. Woodard & Curran designed and over- saw the construction of a new Chemical Storage and Feed Building. The struc- ture is a 1,500 square -foot precast concrete building installed on a cast - in -place slab. Choosing a precast building saved the Town money and provided a significantly shorter instal- lation period. New Storage Tank, Improved Pumps, Electrical and Instrumentation Control Upgrades The new facility includes an emergency standby generator to power the chemical feed equipment, pumps, and ancillary equipment in case of emergency and an upgraded instrumentation and controls system. These additions allow the Town to be in full compliance with MassDER The new building also houses two new high -service pumps for pumping the treated water into the distribution sys- tem. A new 150,000 gallon concrete storage tank was installed to provide the neces- sary chlorine contact time to meet the Log -4 removal of viruses and comply with the EPA Ground Water Rule. A Safer, More Efficient Facility The new building, electrical and instru- mentation upgrades, and storage tank provides the Town of Mansfield with a safe and efficient means for treating and storing water at this important well facil- ity. The well now provides approximately 50% of the Town's water and will be a reliable source for many years. ERS Team members: Jim Rivard - Principal -in -Charge Bob Chapell - Project Manager Mark Jacobs - HVAC Jim Sturgis - Arch/Structural P226627 I TOWN OF NORTH ANDOVER, MA - FLOCCULATION & SEDIMENTATION BUILDING I WOODARD & CURRAN TREATMENT FACILITY UPGRADES The Town of Kennebunkport hired Woodard & Curran to design upgrades for their wastewater treatment facility including a new influent screening build- ing, aeration improvements, wetwell modifications, and a new compost build- ing. The Town also hired Woodard & Curran to oversee construction, startup, and SCADA implementation of the new facilities, which were completed in the summer of 2011. Custom Screen Building Woodard & Curran collaborated with Kennbunkport's plant staff to design a custom screen building to address many requirements. The 30 -year-old influ- ent fine screens had limited capacity and didn't dewater as well as modem equipment. The screen room was also a difficult space to work in, being dark, tight, odorous, and not up to modem fire code. The new screens have larger capacity. They also compact, dewater, and automatically bag solids, reducing 0&M costs. The screens are enclosed and vented outdoors, with provisions for adding a compost odor treatment system in the future if needed. The screening building has a variable -speed HVAC system with a heating loop off the plant's existing boiler. This system solves the odor issues, minimizes energy use, and maximizes use of existing equip- ment. Six solar tubes were installed through the ceiling to harvest natural light and direct it to workspaces. As a result the building is brilliantly lit during the day and operators do not need to use the electric lights. Windows would have been blocked by equipment and would have added more heat loss with less useful light. To meet modem fire codes, gas detection was included and all equipment in the room meets NFPA standards. The MCC and control panel are located outside to avoid expensive NFPA requirements. They are on the south side of the building to ease winter maintenance, and under a large over- hang to protect them from precipitation and summer sun. Aeration System Upgrades The aeration system upgrades were a custom solution that made use of Kennebunkport's existing facilities. The Town had faced low effluent pH during the summer as a result of unavoidable nitrification in their aeration basins. Woodard & Curran worked with the Town to add anoxic zones to the existing tanks to recover pH and save energy by reducing aeration needs. The project team used an in-house spreadsheet model to ensure the existing tanks were sized appropriately. We also took advan- tage of the plant's existing blower con- figuration to design a simple improve- ment to the DO control system, allowing direct and independent control of air flow to each tank to improve process perfor- mance and save energy. We specified gear -drive pumps and mixers based on our 0&M experience. Structural Upgrades The project also included structural upgrades. Woodard & Curran speci- fied a new prefabricated metal com- post building to expand the capac- ity and replace an aging structure. Woodard & Curran considered both custom-designed and pre-engineered Jim aTurgis - Hrcn/biruciurai buildings, and concluded that a pre- engineered solution would be the most cost effective. We also repur- posed an old, dangerous wetwell into a new clean, dry valve pit. Woodard & Curran helped the Town start up all of the new equipment and bring them into the SCADA system. Our SCADA team worked closely with the contractor and plant staff to ensure that the programming was correct, simple, and easy to use. WOODARD & CURRAN I TOWN OF NORTH ANDOVER, MA- FLOCCULATION & SEDIMENTATION BUILDING I P226627 r 1 W r i n n n n ri t...J r7 r, rn LJ rn 7 LJ n Woodard & Curran was contracted by the City of Lawrence to provide design, bidding, and construction phase services to implement energy efficiency and infra- structure improvements required at the Lawrence Water Treatment Plant and remote sites throughout the distribution system. As part of this effort, Woodard & Curran prepared detailed bid docu- ments including plans and technical specifications to solicit competitive bids for the City of Lawrence. The team also performed tasks associated with bidding, award and contract execution. Currently, the team is providing construction over- sight and administration services. Energy Efficiency Improvements Finished Water Pump Replacement. An energy audit completed by Woodard & Curran of the Water System facilities recommended the replacement of two of the main pumps that pump water into the distribution system in order to signifi- cantly reduce energy consumption at the Water Treatment Plant. These improve- ments will reduce annual energy con- sumption by approximately $186,000. Photovoltaic Panels. Roughly 36,500 square feet of ground -mounted photo- voltaic panels will be installed next to the Lawrence Water Treatment Plant. This project will provide supplemental power for operation of the water treatment facil- ity, resulting in energy savings as well as savings in the form of Solar Renewable Energy Credits (SRECs) for the City. The system will result in an annual elec- tricity savings of approximately $50,000 as well as $140,000 in revenue from SRECs. Lawrence Water Treatment Plant Improvements Improvements to the Security and SCADA Systems for the Water System Facilities. The City is required to improve the security of the Water System to comply with a Massachusetts Department of Environmental Protection Administrative Consent Order. Woodard & Curran plans to utilize the existing Supervisory Control and Data Acquisition (SCADA) system at the Water Treatment Plant for the remote security of the Water System sites (pump stations and storage tanks). This system will be utilized not only for the security of the Water System remote sites but also to monitor and control the operation of these sites from the Water Treatment Plant. The existing SCADA system at the treatment plant will also be upgraded to improve system performance and accommodate the remote site security, monitoring, and control. Enclosure for Clarifiers at the WTR The Treatment Plant was originally constructed with the concrete clari- fication tank exposed to weather, which caused major difficulties with the operation of this system during the winter months. Woodard & Curran determined the appropriate options, and an enclosure will be constructed on top of the clarification tank to pro- tect equipment from freezing in the winter. Team members: Jim Rivard - Principal -in -Charge Jim Finegan - Project Manager Mark Jacobs - HVAC Jim Sturgis -Arch/Structural Scott Boone - Electrical The solar panels being installed at the City's water treatment facility will result in an annual electricity savings of approximately $50,000 as well as $140,000 in revenue from SRECs. Miscellaneous Facility Improvements Andover Street Pumping Station. The Andover Street Pumping Station, which provides water to the Mount Vernon high -service area of the City, has historically lacked an adequate generator in the event of a power failure, relying solely on a natural gas -powered motor to operate the supply pumps under these circumstances. Woodard & Curran designed a diesel -fueled backup generator to provide electricity to the entire pumping station during a power outage. As part of the improvements to P226627 I TOWN OF NORTH ANDOVER, MA - FLOCCULATION & SEDIMENTATION BUILDING I WOODARD & CURRAN = this facility, structural deficiencies will be addressed and obsolete chart record- ers will be decommissioned as tank and pump signals will be wired into existing control panels and relayed back to the WTP's SCADA system. Low Service Reservoir Mixing System. The low service reservoir has historically experienced water quality issues due to stagnant water and lack of turnover in the tank. Woodard & Curran's addition of a mixing system in the 10 -mil- lion gallon reservoir will improve water quality significantly by ensuring that the water in the reservoir remains dynamic. Ames Street Pumping Station Pump Replacement. During recent repairs to the Finished Water Pump Station, the Ames Street Pumping Station was put into operation to continue to provide adequate water pressure in this high - service area of the City. With age, the pumping station proved to be unreliable. As part of the water infrastructure proj- ect, Woodard & Curran will oversee the installation of a new pump and appur- tenances, and the replacement of an obsolete mercury pressure switch. Water Street Administration Building. The roof as well as the boiler will be replaced at the Water Street Administration building. WOODARD & CURRAN I TOWN OF NORTH ANDOVER, MA - FLOCCULATION & SEDIMENTATION BUILDING I P226627 u WASTEWATER TREATMENT FACILITY UPGRADES LOWELL, MA To help meet the Lowell Regional Wastewater Utility's goal of being one of the best - run public wastewater utilities in the United States, Woodard & Curran is completing design, bidding, construction administration, and implementation of a number of proj- ects to optimize operation and management of the facility. Work includes evaluating and designing improvements to a number of unit processes to reduce odors, evalu- ating and optimizing the facility's SCADA system to increase plant automation and decrease necessary operator attention, and developing a capital improvements plan to increase the efficiency of future work. Projects include: Designing and constructing modifications to the biological aeration system, one of the highest sources of odors from the plant during the summer. The modifications will also help increase operational flexibility and reduce energy costs. Developing, designing, and implementing wastewater treatment facility improvements for sludge and septage handling and processing operations. Work includes flow and solids balance modeling; evaluating septage receiving sizing, storage, and pumping facilities and implementing modifications and upgrades; evaluating the septage and solids handling system; and designing and implementing capital improvements. The project included construction of a new building on top of the existing sludge holding tanks. Upgrading the existing SCADA and communications system at the facility and collection stations and designing, programming, and implementing upgrades and improvements for a more reliable, complete, and operator -friendly system. Conducting an energy assessment to minimize energy use and reduce operating costs. jim ruvara - rnnciparin-unarge Jim Sturgis - Arch/Structural Scott Boone - Electrical P226627 I TOWN OF NORTH ANDOVER, MA - FLOCCULATION & SEDIMENTATION BUILDING J WOODARD & CURRAN DAIGLE ENGINEERS North Andover Water Treatment Complete structural design and construction control services for construction of new plant. FW Webb - Ward Hill, Haverhill, MA Foundation design and construction control. 38,000 ft2 pre-engineered building and a 10,000 ft2 mezzanine. Hopping Brook, Holliston, MA Foundation design and construction control. 48,000 ft2 pre-engineered metal building. Kraft Foods, Clarifier Covers Initial feasibility study for pre -fabricated clarifier covers over two 70' diameter clari- fiers. Bow Patch Plant, Bow, NH Foundation design for 60,000 ft2 x 50' tall concrete batch plant enclosure. WOODARD & CURRAN I TOWN OF NORTH ANDOVER, MA- FLOCCULATION & SEDIMENTATION BUILDING I P226627 2 This section of our proposal introduces our Project Team and includes an organization chart and accompanying bios below. Detailed resumes are included at the end of this section. All of the listed staff members are available to begin work on this assignment at the Town of North Andover's earliest convenience. With Woodard & Curran, North Andover can draw upon a diverse and expert array of professionals who will ensure that this project is successfully completed. Our primary project team has over 200 years of combined experience in the evaluation, design, and construction of water treatment facilities. PROJECT TEAM ORGANIZATION Robert Chapell, PE MA PE #35816 James Sturgis, PE MA PE # 43268 Jonathan Longchamp, PE MA PE #35867 Bruce Thibodeau, PE Linda Hmurciak Glen Alt James Rivard, PE MA PE #30634 James Finegan, PE MA PE #32756 Mark Jacobs, PE, CPD MA PE #45594 1 1 Scott Boone Woodard & Curran Daigle Engineers, Structural Subconsultant P226627 I TOWN OF NORTH ANDOVER, MA - FLOCCULATION & SEDIMENTATION BUILDING WOODARD & CURRAN MEMBERS James Rivard, PE SVP/Principal-in-Charge Jim has over 30 years of experience, with a diverse background in engineering and construction in both the private and public sectors. His extensive background in managing a wide variety of projects includes design and construction man- agement of water treatment facilities and operations facilities, water and sewer pumping stations, new water and sewer mains, water main cleaning and lining, and water storage facilities. His particular expertise is with water works facilities, having spent several years as Director of Maintenance Engineering and Construction for the MWRA. In this role, he directed development and imple- mentation of waterworks system capital improvement and maintenance pro- grams totaling more than $120 million. Projects included rehabilitation, replace- ment, and the construction of new pump- ing stations, treatment facilities, and pipelines. He directed the MWRA's in- house engineering staff which developed project contract documents and provided engineering support to operations staff. Jim has been with Woodard & Curran for over 10 years and leads Woodard & Curran's Water Services Group where he is responsible for ensuring client's needs are met and that appropriate staff and technical expertise are available for each unique project. James Finegan, PE Project Manager Jim has over 30 years of experience in a wide variety of engineering projects for clients in the public sector. He manages water supply development, treatment, storage, and distribution projects, as well as drainage and wastewater collection systems. He has been project man- ager for the evaluation and design of many municipal water treatment plants including Concord, New Hampshire, Leominster, Haverhill, North Andover, Southbridge, Rutland, Ipswich, and the Abington -Rockland Joint Water Works, Massachusetts, and the Champlain Water District, Burlington, Vermont. He has worked with prefabricated struc- tures at the water treatment facilities in Leominster and Rutland, and for the Champlain Water District and the Assabet Water Company. Jim will bring this extensive expertise to the Town of North Andover where he will serve as Project Manager. Robert Chapell, PE Technical Resource Bob has over 30 years of experience with the planning, design, bidding, construc- tion, start-up, operations, and permitting of new water supply wells, well cleaning and rehabilitation, and water distribution and treatment facilities. He has managed and served in the role of Senior Project Engineer and technical leader on a wide variety of projects ranging from small water treatment systems to multi-million gallon per day facilities. His extensive experience includes development of new water supply wells, designing wells and associated facilities, implementing SCADA systems, and designing water treatment facilities. Bob will serve as the Technical Resource for this project for design assistance and quality control. Bob has worked on many water projects with prefabricated structures. He will be assigned to review the technical aspects of the project. WOODARD & CURRAN ( TOWN OF NORTH ANDOVER, MA - FLOCCULATION & SEDIMENTATION BUILDING I P226627 James Sturgis, PE Sr. Structural Engineer Jim has over 17 years of structural engi- neering experience, which includes the design of new building structures, facility reviews for code compliance, condition assessments and evaluations of existing buildings and treatment facilities, vari- ous structural and concrete repairs, and the reinforcement of existing structures. This work has provided him extensive experience and expertise in the plan- ning, design, evaluation, modification, and construction of structures of all sorts including prefabricated structures, reinforced concrete, brick, steel, and wood frame construction. His work experience includes projects throughout New England for municipalities, water and wastewater districts, State and Federal agencies, and industries. He will be responsible for the structural and architectural design components of this project. Mark Jacobs, PE HVAC Engineering Mark will be responsible for the HVAC components of this project. Mark has 40 years of experience managing mechani- cal and plumbing projects for clients in the public and private sectors. His broad engineering background spans HVAC, factory automation, plumbing, construc- tion oversight, robotics, hydraulics, and pneumatics. Scott Boone, PE Electrical Engineer Scott will be the Engineer responsible for the electrical components of the project. Scott has over 15 years of experience in electrical instrumentation and controls design for numerous municipal and industrial clients, focusing on design, on-site construction coordination, system check-out and start-up, project estimat- ing, equipment specification develop- ment, operator training, lock-out/tag-out procedures, and system evaluations and studies. Jonathan Longchamp, PE Structural Evaluation Jonathan Longchamp of Daigle Engineers will assist with the evaluation of the structural impact of the proposed new prefabri- cated structure on the flocculation and sedimentation tanks in North Andover. Jonathan has over 25 years of experience in struc- tural engineering, including the design of prefabricated buildings. Daigle Engineers was responsible for the structural engineering associated with the original design of the North Andover Water Treatment Plant. P226627 I TOWN OF NORTH ANDOVER, MA - FLOCCULATION & SEDIMENTATION BUILDING I WOODARD & CURRAN n ri u u n n Li r -a u Fl u 7 Li I J 7 Li WOODARD & CURRAN I TOWN OF NORTH ANDOVER, MA - FLOCCULATION & SEDIMENTATION BUILDING I P226627 SR. PROJECT MANAGER Professional Profile Jim has over 30 years of experience in a wide variety of engineering projects for water supply development, treatment, storage, and distribution. He also has experi- ence with drainage and wastewater collection systems. Related Experience City of Lawrence, MA — Water infrastructure improvements. Project Manager for energy efficiency and infrastructure improvements at the Lawrence Water Treatment Plant and remote sites throughout the distribution. The project included the replace- ment of several raw and finish water pumps at the treatment plant to reduce energy consumption. The project also included the installation of solar panels next to the plant to provide supplemental power for operation of the water treatment facility and to reduce energy costs. City of Concord, NH — Raw water metering and mixing upgrades and improve- ments to Pump Station #2. Project Manager for improvements at the Hutchins Street Water Treatment Plant including new raw water metering and mixing facilities. The project also included chemical feed upgrades at the plant as well as at Well Pump Station #2. Veolia Water, Leominster, MA — Water treatment plant upgrades. Project Manager for the upgrades to the 6 -MGD Notown Water Treatment Plant. The upgrades included new upflow clarifiers and new chemical feed systems, and a new filter -to -waste system. A new water transmission main connected the plant to the distribution system. A new pipeline was installed to discharge plant residuals to the City's sewer system. The project also involved upgrades to the Southeast Comer Wellfield, including new chemical feed facilities. City of Haverhill, MA — Finished water pump replacement. Project Manager for the design of new finished water pumps for the 13 -MGD Haverhill water treatment plant. City of Concord, NH — Wash water pumps and sedimentation basin improve- ments. Project Manager for the replacement of the vertical turbine filter wash water pumps at the City's 10 -MGD water treatment plant. The project also included repairs to the plants' rapid mix, flocculation, and sedimentation basins, as well as replace- ment of raw water and finish water pumps. Abington & Rockland Joint Water Works, Rockland, MA — Water treatment system upgrades. Project Manager for improvements to the water supply and treat- ment systems including: upgrades to three water treatment plants, evaluation of the water treatment residuals disposal system, two new water storage tanks, water main replacements, and reservoir expansion and improvements. Education M.S., Civil Engineering, Northeastern University B.S., Environmental Engineering, Tufts University Registrations - Registered Professional Engineer, MA, 32756 Professional Associations American Society of Civil Engineers - American Water Works Association - Boston Society of Civil Engineers New England Water Works Association P226627 I TOWN OF NORTH ANDOVER, MA - FLOCCULATION & SEDIMENTATION BUILDING ( WOODARD & CURRAN Champlain Water District, South Burlington, VT — Water treatment plant improvements. Project Manager for a study that evaluated the expansion capacity of the existing treatment plant from 15 MGD to 20 MGD. The project led to the design and construction of improvements to the plant, including upgrades to the raw water pumping sta- tion, a new upflow clarifier, and two new filters. Town of Southbridge, MA— Water treatment facility design. Project Manager for the design of new water treatment facilities including a 4 -MGD treatment plant, a 2.3 -million -gallon storage tank, renovations to a booster pumping station, and a supervisory control and data acquisition (SCADA) system. Town of North Andover, MA — Water treatment plant supplemental design services. Project Manager for supple- mental design and engineering services during construction of the 12 -MGD water treatment plant. The work involved con- struction coordination and administration, inspection services, start-up and training services, preparation of record drawings, and preparation of operation and mainte- nance manuals. Town of Rutland, MA — Water treat- ment plant design. Project Manager for the design and construction of a 1 -MGD plant to treat water from Muschopange Pond. City of Lawrence, MA — Mt. Vernon Street Water Main Replacement, Contract 3. Project Manager for the design, bidding, and construction phase engineering services for a water main replacement project, which included the replacement of approximately 3,200 lin- ear feet of existing water main, including domestic services, sideline connections, fire hydrants, temporary water bypass, trench paving, final full width road recla- mation, and environmental controls. City of Lawrence, MA — Mount Vernon Water Tanks Rehabilitation Project, Contract 7. Project Manager for the design, bidding, and construction phase engineering services for the rehabilitation of two (2) elevated water storage tanks, which included the sand blasting and coating of the interior and exterior sur- faces, safety upgrades, overflow modifi- cations, and site modifications. Publications and Presentations Bilodeau, R and Finegan, J. "Concord, NH's Water Treatment Facility Pump and Motor Upgrades." Presented at the NHWWA "Green Projects" Symposium, December 9, 2009. • Miller, D, Finegan, J., and Countie, C. "Water Treatment Residuals 101." Presented at the NEWWA Spring Joint Regional Operations Conference & Exhibition, Worcester, Massachusetts, March 19, 2008, Finegan, J., Christianson, C. and Haines, R. "Package -Type Water Filtration, Rutland, MA." Presented at the Massachusetts Coalition for Small System Assistance session, Rutland, Massachusetts, May 19, 2004. • Finegan, J. "Lincoln, New Hampshire, Planning, Designing, and Constructing Lincoln's Water Treatment Plant and Intake System." Presented at the New Hampshire Water Works Association meeting, Lincoln, NH, November 4, 1999. • Finegan, J. and Tassi, R "Recycling Water Treatment Plant Residuals at the Louanis Water Treatment Plant." Presented at the NEWWA Spring Joint Regional Operations Conference & Exhibition, Worcester, Massachusetts, April 6, 1999 7 U n Li 7 WOODARD & CURRAN I TOWN OF NORTH ANDOVER, MA- FLOCCULATION & SEDIMENTATION BUILDING I P226627 `1 LJ Professional Profile Jim has over 30 years of experience, with a diverse background in engineering and construction in both the private and public sectors. He has an extensive background managing a wide variety of projects including water system master plans and design and construction management of: new water and sewer mains, water main clean- ing and lining, water and sewer pumping stations, water storage facilities, water treatment facilities and operations facilities. His particular expertise is with water works facilities, a role that he held for several years as Director of Maintenance Engineering and Construction for the MWRA. In this role, he directed development and implementation of waterworks system capital improvement and maintenance programs totaling more than $120 million. Projects included rehabilitation, replace- ment, and the construction of new treatment facilities, pumping stations, and pipe- lines. Jim directed the MWRA's in-house engineering staff which developed project contract documents and provided engineering support to operations staff. Related Experience City of Lawrence, MA — Water infrastructure improvements. Principal -in -Charge for energy efficiency and infrastructure improvements at the Lawrence Water Treatment Plant and remote sites throughout the distribution. The project included the replacement of several raw and finish water pumps at the treatment plant to reduce energy consumption. The project also included the installation of solar panels next to the plant to provide supplemental power in operation of the water treatment facility and to reduce energy costs. Town of Mansfield, MA — Cate Springs Well WTF. Principal -in -Charge for the planning, design, bidding and construction of a 1.6 million gallon per day water treat- ment facility for the Town's Cate Springs Well. The facility includes a chlorine contact tank and chemical feed systems for pH adjustment for corrosion control, sodium hypochlorite addition for disinfection and sodium fluoride for fluoridation. The facil- ity will provide compliance with the Groundwater Disinfection Rule. The project was financed with a low interest loan through the State's SRF program. Town of Mansfield, MA — Walsh Wellfreld WTF Principal -in -Charge for the design, bidding and construction of upgrades to the Town's existing 1.5 million gallon per day Walsh Wellfield Water Treatment Facility. The project included the addition of a chlorine contact tank to ensure compliance with the Groundwater Disinfection Rule and improvements to the facilities backwash waste handling system. The project was financed with a low interest loan through the State's SRF program. Town of Mansfield, MA — Development of Morrison Well No. 10. Principal -in - Charge for the development and permitting of Momson Well No. 10, a new one million gallon per day (MGD) groundwater supply source. The project included all aspects of the MassDEP new source approval process, from the initial site exam Education B.S., Civil Engineering, Lowell Technological Institute Registrations • Registered Professional Engineer, MA, 30634 Professional Associations • American Society of Civil Engineers • American Water Works Association • Boston Society of Civil Engineers • Massachusetts Water Works Association New England Water Works Association Plymouth County Water Works Association P226627 I TOWN OF NORTH ANDOVER, MA- FLOCCULATION & SEDIMENTATION BUILDING I WOODARD & CURRAN M through the pumping test. Permitting included the completion of an Interbasin Transfer Permit and the development of a SCADA-based groundwater monitoring program to ensure the protection of an adjacent environmentally sensitive White Cedar Swamp. Shirley Water District, Shirley, MA— Development of Walker Well. Principal - in -Charge for the development of the proposed Walker Well for the Shirley Water District. Complexities of the sur- rounding aquifer caused concern that pumping of the proposed well would affect the contaminant flow from a nearby landfill and wastewater disposal beds, placing the adjacent Deven's MacPherson Well at risk. Addressed these concerns by applying a multi -step process to develop the well. The project included designing and conducting a pumping test. Town of Mansfield, MA— WTP design. Principal -in -Charge for development of Dustin and Prescott Wells Water Treatment Plant. Included design, bid- ding, and construction administration for a 2.88 MGD water treatment facility treating the combined flow from Dustin Well No. 7 and Prescott Well Nos. 8 and 9. Facility includes greensand filtration with intermittent regeneration, along with chemical feed facilities for pH adjustment with potassium hydroxide, disinfection with sodium hypochlorite, and sodium fluoride addition. The plant incorporates new offices and garage space for the Town's Water Operations Division, all of which was funded through a State funded low interest loan. Town of Mansfield, MA —Well and corrosion control facility design. Principal -in -Charge for the design, bid- ding, and construction administration of the Morrison Well No. 10 and the Witch Pond Well No. 6 Corrosion Control Facility. Morrison Well No. 10 is a gravel - packed well with a capacity of approxi- mately 1 MGD. The corrosion control facility treats 2 MGD of combined flow from Morrison Well No. 10 and Witch Pond Well No. 6. The well and facility are tied into the Town's SCADA system, which monitors well flows, well levels, pH, chlorine residual, and bulk tank lev- els. The system also controls well and chemical pump operation. City of Leominster, MA — WTP upgrades. Principal -in -Charge for the upgrades to the 4 MGD Notown Surface Water Treatment Plant. Project included new upflow clarifiers, new chemical feed and filter to waste systems. Project also included a new 24" and 30" transmis- sion main from the treatment plant to the distribution system. All constructing had to be sequenced to ensure uninterrupted operations of the treatment plant and water supply to the distribution system. City of Haverhill, MA — WTP improve- ments. Principal -in Charge for projects at the City's 12 -MGD water treatment plant that included improvements to the plant processes, process monitoring, enhancements to the SCADA system, improved security, and staff training to implement remote automated operations. Replaced the plants 3 vertical turbine fin- ish water pumps. Lowell Regional Wastewater Utility, MA — Aeration blower upgrades. Client manager for an evaluation of the facil- ity's four 450 hp blowers. Worked with the client and other disciplines in the design of interim improvements to keep the existing blowers on line and with the evaluation of new high speed blowers to improve energy efficiencies. Project included the design of the aeration improvements. The four 450 hp blowers were replaced with three 350 hp and one 250 hp blower. City of Lowell, MA — WTP upgrade. Project Manager for the upgrade of this 30 MGD Water Treatment Facility. Responsible for construction services, including start-up. Upgrade included a chlorine dioxide feed system, floc- culator replacement, replacement of sludge collection system, replacement of filter equipment and SCADA system, and upgrades at the facility's raw water pumping station on the Merrimack River. 7 u M r� LJ n LJ ri u Li ri n u 7 L� Lj n M WOODARD & CURRAN I TOWN OF NORTH ANDOVER, MA - FLOCCULATION & SEDIMENTATION BUILDING I P226627 U TECHNICAL RESOURCE Professional Profile Bob has over 30 years of experience with the planning, design, bidding, construction, start-up, operations, and permitting of municipal water treatment facilities and water distribution systems. He manages projects at facilities ranging from water distribution system hydraulic modeling, design of water distribution systems, water supply devel- opment and water treatment facilities. He has also managed multiple projects utiliz- ing prefabricated precast concrete buildings and pre-engineered metal buildings. Related Experience Town of Mansfield, MA — Cate Springs Well WTF. Project Manager for the plan- ning, design, bidding and construction of a 1.6 million gallon per day water treatment facility for the Town's Cate Springs Well. The facility includes a chlorine contact tank and chemical feed systems for pH adjustment for corrosion control, sodium hypochlorite addition for disinfection and sodium fluoride for fluoridation. The chemi- cal feed facility building consists of a prefabricated, precast concrete building on a poured in place concrete floor and foundation. The facility will also provide compli- ance with the Groundwater Disinfection Rule. The project was financed with a low- interest loan through the State's SRF program. Town of Mansfield, MA— Well and corrosion control facility design. Project manager for the design, bidding, and construction administration of the Morrison Well No. 10 and the Witch Pond Well No. 6 Corrosion Control Facility. Morrison Well No. 10 is a gravel -packed well with a capacity of approximately 1 MGD. The corrosion control facility treats 2 MGD of combined flow from Morrison Well No. 10 and Witch Pond Well No. 6. The corrosion control facility building consists of a prefabricated, precast concrete building on a poured in place concrete floor and foundation. The well and facility are tied into the Town's SCADA system, which monitors well flows, well levels, pH, chlorine residual, and bulk tank levels. The system also controls well and chemical pump operation. Town of Mansfield, MA — Dustin and Prescott Wells WTP design. Project man- ager for the development of the Dustin and Prescott Wells Water Treatment Plant. Included design, bidding, and construction administration for a 2.88 MGD water treatment facility treating the combined flow from Dustin Well No. 7 and Prescott Well Nos. 8 and 9. Facility includes greensand filtration with intermittent regenera- tion, along with chemical feed facilities for pH adjustment with potassium hydroxide, disinfection with sodium hypochlorite, and sodium fluoride addition. The plant utilized prefabricated, precast concrete planks for the ceiling on the sodium fluoride and potassium permanganate chemical room. The plant also incorporates new offices and garage space for the Town's Water Operations Division, all of which was funded through a State -funded low-interest loan. Education • B.S., Civil Engineering, Worcester Polytechnic Institute Registrations • Water Operator Grade 2T, MA • Wastewater Operator Grade 4, MA, 1241 Licensed Soil Evaluator, MA Registered Professional Engineer, MA, 35816 Professional Associations • American Society of Civil Engineers • American Water Works Association • Boston Society of Civil Engineers • New England Water Environment Association New England Water Works Association • Water Environment Federation P226627 ( TOWN OF NORTH ANDOVER, MA - FLOCCULATION & SEDIMENTATION BUILDING I WOODARD & CURRAN Town of Mansfield, MA—Albertini Wells WTF. Project Manager for the planning, design, bidding and con- struction of a 2.16 million gallon per day water treatment facility utilizing greensand filtration for the removal of iron and manganese from the Town's Albertini Wells. The project also involved converting the three Albertini Wells from vertical turbine pumps to submersible pumps. The wells were provided with precast concrete metering vaults and pump station vaults. In addition to iron and manganese removal, the facility will provide disinfection and compliance with the Groundwater Disinfection Rule. The project was financed with a low-interest loan through the State's SRF program. Shirley Water District, Shirley, MA — Walker Well Pump Station and Corrosion Control Facility. Project manager for the design of a new 450 gallon per minute well pump station and associated corrosion control facility. The well was designed as an additional/ supplemental source for the District's existing Patterson Well. The corrosion control facilities include bulk storage and feed facilities for the addition of potas- sium hydroxide for pH adjustment and sodium hypochlorite for disinfection. The pump station and corrosion control facil- ity building consists of a prefabricated, precast concrete building on a poured in place concrete floor and foundation. A propane -fired standby emergency gen- erator and a SCADA system were also designed for the facilities. Town of Dartmouth, MA —Water well and pumping station design. Project manager for the design of the 299 Chase Road Water Treatment Plant for removal of iron and manganese. The design capacity was approximately 2.0 -MGD. Work included pump selection, design of treatment, mechanical electrical, instrumentation and controls, including standby power. The WTP building con- sisted of a pre-engineered metal building on a poured in place concrete floor slab and foundation. The metal building was connected to the existing corrosion con- trol faciffly masonry building. Town of Mansfield, MA — WTP design. Project manager for development of Dustin and Prescott Wells Water Treatment Plant. Included design, bid- ding, and construction administration for a 2.88 MGD water treatment facility treating the combined flow from Dustin Well No. 7 and Prescott Well Nos. 8 and 9. Facility includes greensand filtration with intermittent regeneration, along with chemical feed facilities for pH adjustment with potassium hydroxide, disinfection with sodium hypochlorite, and sodium fluoride addition. The plant incorporates new offices and garage space for the Town's Water Operations Division, all of which was funded through a State funded low interest loan. Town of Mansfield, MA— Walsh Wellfield WTF. Project Manager for the design, bidding and construction of upgrades to the Town's existing 1.5 mil- lion gallon per day Walsh Wellfield Water Treatment Facility. The project included the addition of a chlorine contact tank to ensure compliance with the Groundwater Disinfection Rule and improvements to the facilities backwash waste handling system. The project was financed with a low interest loan through the State's SRF program. Town of Mansfield, MA —Well and corrosion control facility design. Project manager for the design, bid- ding, and construction administration of the Morrison Well No. 10 and the Witch Pond Well No. 6 Corrosion Control Facility. Morrison Well No. 10 is a gravel - packed well with a capacity of approxi- mately 1 MGD. The corrosion control facility treats 2 MGD of combined flow from Morrison Well No. 10 and Witch Pond Well No. 6. The well and facility are tied into the Town's SCADA system, which monitors well flows, well levels, pH, chlorine residual, and bulk tank lev- els. The system also controls well and chemical pump operation. Publications and Presentations "Dustin and Prescott Wells Water Treatment Facility and Water Operations Center." Presented at the Plymouth County Water Works Association, October 2005. "Groundwater Treatment." presented at the NEWWA Spring Conference, Worcester, MA, 1990. WOODARD & CURRAN I TOWN OF NORTH ANDOVER, MA- FLOCCULATION & SEDIMENTATION BUILDING I P226627 7 1J STRUCTURAL Professional Profile Jim has over 23 years of structural engineering experience, which includes the design of new building structures, facility reviews for code compliance, modifications to existing structures, condition assessments and evaluations of existing buildings and treatment facilities, various structural and concrete repairs, specialty coatings, and the reinforcement of existing structures. This work has provided him with exten- sive experience and expertise in the planning, design, evaluation, modification, and construction of structures of all sorts, including reinforced concrete, brick, steel, and wood frame construction. His work experience includes projects throughout New England for water and wastewater districts, municipalities, State and Federal agen- cies, and industries. Related Experience Kennebunkport Sewer Department, Kennebunkport, ME — WWTF upgrade. Lead structural engineer responsible for all structural and architectural design, drawings, and specifications. Design of upgrade to existing municipal wastewater treatment facility, including expansion of existing 1400 SF masonry building with a new 2100 SF building constructed over existing sludge holding tanks and various structural tank modifications and chemical containment areas. Roof structure over newly expanded facility was converted from a flat roof to a pitched roof with pre- engineered, pre -fabricated wood trusses to improve building aesthetics. City of Lawrence, MA — WTF upgrade. Lead structural engineer responsible for structural and architectural condition assessments, repairs, design, drawings, speci- fications, and structural code review of existing buildings. Design of upgrade to 16 MGD municipal water treatment facility, including a new masonry clarifier building, architectural and cosmetic improvements, reroofing and structural code upgrades to four flat roof areas, masonry repointing, concrete tank crack injection, concrete spall repairs, and specialty concrete tank coatings. City of Concord, NH — Upgrade Existing WTF. Structural engineer responsible for all development of repair strategies, drawings, and specifications. Significant repairs to existing concrete sedimentation basins and other connected tankage, including 3000 LF of urethane grout crack injection, 400 LF of sealant replacement, 3000 LF of hypalon strip waterstop installation for severely leaking joints, spall repairs, struc- tural rebuilds of local areas of elevated slabs with deterioration, cover slab water- proof membrane, and other related repairs. Town of Leominster, MA— Upgrade of existing NoTown WTF. Structural engi- neer responsible for all designs, drawings, and specifications. Several new masonry buildings, including design for various process tankage and equipment, conversion of existing sedimentation basin into chemical process area, tank containment areas, Education M.S., Civil Engineering, University of Maine B.S., Civil Engineering, University of Maine Registrations • Licensed Professional Engineer, ME, 7426 • Registered Professional Engineer, NH, 10722 • Registered Professional Engineer, MA, 43268 Professional Associations • American Concrete Institute • American Society of Civil Engineers. • Building Officials and Code Administrators • Structural Engineers Association of Maine P226627 I TOWN OF NORTH ANDOVER, MA - FLOCCULATION & SEDIMENTATION BUILDING I WOODARD & CURRAN foundation for prefabricated concrete modular sampling building, and repairs to existing concrete structures with ure- thane crack injection, significant spall repairs, leak repairs, and sealant joint replacement. Town of Lowell, MA — WTF upgrade. Structural engineer responsible for all designs, drawings, and specifications. Upgrade of existing 30 -MGD water treat- ment facility, including design for various building improvements, process tank modifications, tank containment areas, and standby generator building. Town of Walpole, MA — New WTF. Structural engineer responsible for all structural designs, drawings, and specifi- cations. Project included a 1,200 -square - foot, two-story masonry structure with a brick fagade, a steel frame roof system, elevated concrete structural beams, and a slab floor system. Building was con- structed on top of a concrete foundation consisting of process tanks, chemical containment areas, and maintenance space, fiberglass tank covers, monorail systems, and retaining walls. Town of Mansfield, MA — Chemical feed facility at Morrison Well No. 10. Structural engineer responsible for designs, drawings, and specifications. Project included concrete foundations, chemical containment areas, fiberglass stairs, and a precast concrete, prefabri- cated modular building. Town of Shirley, MA — Chemical feed facility. Structural engineer responsible for designs, drawings, and specifica- tions. Project included concrete founda- tions, interior partition walls, chemical containment areas, fiberglass stairs, and a precast concrete, pre -fabricated modu- lar building. Former Holtrachem Manufacturing Facility, Orrington, ME. Structural engi- neer responsible for designs, drawings, and specifications for a new groundwa- ter treatment facility. Project included design of concrete foundations for a pre-engineered metal building on poor soils, exterior tank farm with secondary containment, interior tank foundations, interior office and partitioned space, and other industrial design features. Town of Ogunquit, ME — Solid Waste Transfer Station. Structural engineer responsible for designs, drawings, and specifications. Project included design of concrete foundation for pre-engineered metal building, extensive concrete retaining walls, concrete roll -off container slabs, and a solid waste compactor building structure. Town of Dartmouth, MA — New WTF. Structural engineer responsible for structural designs, drawings, and specifications. Project consisted of a 4,800 -square -foot pre-engineered metal building, a concrete foundation, chemi- cal containment areas, filter foundations, interior masonry process rooms, and aluminum filter access platforms. Town of Billerica, MA — WWTF upgrade. Structural engineer respon- sible for structural and architectural design, drawings, and specifications. Design of upgrade to 5.4 MGD municipal wastewater treatment facility, including architectural improvements to sludge handling building, equipment monorails, multiple access platforms, 1000 SF of reinforced concrete tankage, conversion of existing rectangular sludge tanks to circular settling tanks, chemical contain- ment areas, and two new 30 -foot -diam- eter concrete gravity thickeners with an FRP cover system. Town of Billerica, MA — Phase 2 WWTF upgrade. Lead structural engi- neer responsible for structural and archi- tectural condition assessment, repairs, design, drawings, specifications, and structural code review of existing build- ings. Design of upgrade to 5.4 MGD municipal wastewater treatment facility, including architectural improvements to existing pump building and six (6) remote pumping station buildings. The upgrade work included reroofing, struc- tural upgrades to roof to meet current MA Code requirements, brick repoint- ing, concrete crack and leak repair and specialty coatings in wastewater tanks, and cosmetic improvements to doors, windows, and finishes. Town of Peterborough, NH — New WWTF. Lead structural engineer respon- sible for structural and architectural design, drawings, and specifications. Design of 0.62 MGD municipal waste- water treatment facility with a 2300 SF wood -framed operations building, a 3300 SF 2 -level masonry utility building, and a 4000 SF 2 -level masonry process building constructed within 11,000 SF of reinforced concrete tankage and process space. Project also included design of two 500,000 -gallon sequencing batch reactor (SBR) tanks and multiple chemi- cal containment areas. Paris Utility District, Paris, ME — WWTF upgrade. Lead structural engineer responsible for structural and architectural design, drawings, and specifications. Design of upgrade to 0.65 MGD municipal wastewater treatment facility, including major architectural improvements and renovations to mul- tiple buildings, chemical containment areas, concrete repairs to multiple tanks (such as urethane crack injection, spall repairs, sealant repairs, and coat- ings), H2S-resistant coatings to clarifier tanks, structural modifications to several reinforced concrete tanks, 5500 SF of reroofing, and 1500 SF of new process building structures. r� u ri n M n J n LJ n U 7 v n n U n U n 7 J WOODARD & CURRAN ( TOWN OF NORTH ANDOVER, MA - FLOCCULATION & SEDIMENTATION BUILDING I P226627 J ENGINEER Professional Profile Mark has 40 years of experience managing mechanical, electrical and instrumenta- tion, and plumbing projects for clients in the public and private sectors. His broad engineering background spans factory automation, HVAC, plumbing, construction Education oversight, robotics, hydraulics, and pneumatics. He has designed, upgraded or B.S., Mechanical Engineering, Drexel replaced various types of boilers, air handlers, fans, pumps and air conditioning University equipment. He has designed complete SCADA systems, databases, control panels, Registrations and systems for machine control in compliance with the National Electric Code and . Registered Professional Engineer, Factory Mutual, Underwriter's Laboratory, and CE standards. His more recent experi- MA, 45594 ence includes Fire Protection Code Compliance and Sprinkler System Design. . Registered Professional Engineer, PA, Mark's experience includes heating and plumbing systems for prefabricated build- PE027764E ings for: • Registered Professional Engineer, CT, PEN. 0025269 • Beede Oil, NH • Bion Kreider Farms, PA Professional Associations • Holtrachem - Orrington ME • American Society of Heating, • Easton MA, WWTP and Pump Station Refrigeration & Air Conditioning Eng. Related Experience • Association for Facilities Engineering • Instrumentation Systems and Town of Billerica, MA Council on Aging — Air conditioning unit replacement. Automation Society Lead engineer on replacement of rooftop air conditioning unit at the Council on Aging. Publications and Presentations • Jacobs, M. "A Case History of "A Cas o City of Lawrence, MA— Replacement of boilers and heating system. Lead engi- Installinga Installing a System neer for the design of a modern replacement for aging low-pressure steam heating Plant," ISA Proceedings, system using condensing boilers and hydronic heating. Additional design included 2001. heating for a new building over open water channel to clarifiers. Town of Putnam, CT — Radiant heating system for WTP. Design of innovative radiant heating system for a chemical storage building. Design also included modu- lating gas-fired boilers and an automatic snow melting system. CT WWTPs — Radiant snow melt system. Design of radiant snow melt system for chemical unloading areas at two water treatment facilities in Connecticut. Control systems design. Designed high-speed multi -axis machine control for sec- ondary processing of abrasive pads. System used a high performance motion card for sequencing and control. Selected servo components, including motors, gearbox- es, and drives. Wrote all of the machine code using Acrobasic language as well as the code for the operator interface. Performed system integration and start-up. Industrial process controls. Applied numerous variable frequency drives to control industrial processes including ventilation, combustion air, web handling, pumping, and conveying. Calculated feeds, speeds, horsepower, fusing, and wire require - P226627 I TOWN OF NORTH ANDOVER, MA - FLOCCULATION & SEDIMENTATION BUILDING I WOODARD & CURRAN ments. Designed control circuits, super- vised the building of control panels, and performed system start-up for applications in printing, food processing, lumber, textiles, medical devices, and plastics. Veteran Administration, West Haven CT. Installation of new exhaust fan in the Pathology Laboratory Exhaust System. Calculation of air required, ductwork design, fan selection and code compli- ance included as part of the Scope of Work on the project. Industrial Client — City of Lynn MA. Technical Lead for investigation of fac- tory exhaust systems in compliance with EPA, NFPA and OSHA requirements for ventilation of volatile solvents including Toluene, Xylene, Acetone, and other highly flammable and toxic chemicals. Town of Mansfield MA — Albertim Water Treatment Facility. Design and technical oversight for the HVAC, Plumbing and Fire Protection Systems at the new water treatment facility. The design included both wet and dry type sprinkler systems. Town of Adams, MA — Instrumentation and Controls upgrades at WWTR Designed sub- stantial renovations to the instrumenta- tion and controls systems. Selected new instruments for measuring pH and dissolved oxygen, flow meters, and ultrasonic level devices. Upgraded com- munications network between remote equipment and main control room using state-of-the-art devices. This design method allowed reduced construction costs by requiring fewer wires, while providing improved system flexibility and ease of upgrading. Town of Amherst, MA — SCADA and PLC upgrades at WTP. Managed a major renovation of the programmable logic controller (PLC) and SCADA sys- tem at the Atkins WTP. Removed and replaced an obsolete PLC with a new PLC, upgraded the SCADA Wonderware software, and re -coded the PLC logic from the old DOS-based system to the new system. Town of Raynham , MA — Controls upgrades at pump station. Performed upgrades for the Route 44 Pump Station. Replaced relay logic with PLC - based control system. Upgraded control from simple pump down system to closed-loop level control using variable speed drives in a Lead/Lag/Standby configuration. Drives are connected using Device Net communications, improving control and reducing the num- ber and complexity of the field wiring. City of Chicopee, MA — Odor control system design. Design of medium velocity odor control system for the Jones Ferry WWTP. Design included variable speed drives, directional air outlets and sophisticated automatic controls. City of Lowell, MA - Septage & Thickening Building Upgrade. Managed a major upgrade to the Regional Wastewater Treatment plant. Supervised and managed the design phase of the upgrades to the medium voltage switchgear, motor control cen- ters, instrumentation, SCADA systems, HVAC, and Plumbing. Upgrade included replacement of the main switchgear, replacement of the 1.5 Megawatt gen- erator, replacement of aeration blowers with high performance turbo blowers, modifications to the SCADA architecture, a new employee's locker room and ener- gy improvements to the heating system. City of O'Fallon, MO — Water Treatment Plant, Addition of Filter #5. Project Manager for the design of an additional filter at the Water Treatment Plant. Project includes additional sand and carbon filter, new air scour system, blower, modifications to the control system and additions to the SCADA sys- tem. Coordinated design effort between remote offices. Hartford MDC — HVAC renovations and boiler replacement. Designed renovations for West Hartford, CT Administration building. The building is a mixed-use facility combining vehicle maintenance areas, storage areas, water pumping station, and administrative office areas. Design included the use of cascaded condensing boilers and radi- ant heat for service areas. Town of Erving, MA— HVAC system replacement at WWTR Designed proj- ect that replaced older design boiler with a modular boiler to conserve energy. Boiler is capable of a high tum down ratio and sequential firing based on heating demand. VFD design. Assisted in the design of a unique high -horsepower variable frequency -drive. Performed heat load calculations and specified a packaged heat exchanger. Designed structural frames to hold the modular drives, calcu- lated pipe sizes, and designed piping for the water cooling system. M WOODARD & CURRAN I TOWN OF NORTH ANDOVER, MA- FLOCCULATION & SEDIMENTATION BUILDING I P226627 r1 r-� u n n r� n n n n n Li n n n u n U rl LJ I U ELECTRICAL ENGINEERING Professional Profile Scott has over 15 years of experience in electrical, instrumentation, and controls design for numerous industrial clients, focusing on design, on-site construction coor- dination, system check-out and start-up, project estimating, equipment specification Education development, operator training, lock-out/tag-out procedures, and system evaluations - B.S., Electrical Engineering and studies. Technology - Power & Controls, University of Maine Related Experience Technical Expertise Lowell Regional Waste Water Utility, Lowell, MA - Primary and Secondary Hardware Electrical Distribution System Design. Estimated, designed, specified the equip- ment, and coordinated the construction of a new 13.8KV primary distribution and - RA ControlLogix emergency power system for an existing 40MGD wastewater treatment plant. This - SLCs project also included the design of a parallel secondary distribution system through- - PLC -5 out the facility. Successfully automated and migrated 120 existing and new motors - Honeywell Experion while maintaining the plant's operation. - Emerson Delta V - Modicon; Siemens City of Lowell, MA - Power Monitoring System. Designed a power monitoring - Foxboro system to diagnose electrical issues with the flocculator drives and other electrical • Rockwell Automation PowerFlex equipment. This system will not only allow the LRWU to assess the drive issues - Eurotherm VF Drives. but will provide a valuable tool for the evaluation and optimization of the treatment plant's electrical usage. In addition to the estimated $250,000/year in electrical sav- ings due to the recent pump replacement contract, this system will likely result in Software additional electrical usage reduction by optimizing power consumption and reducing . Microsoft Office Suite peak demands. - Microstation Lowell Regional Water Utility - Water Treatment Improvements Contract. - AutoCAD 12, 14, 2000; Electrical Engineer for project involving the design of chemical feed improvements, - Moore 300 Series Loop Controllers PLC replacement, replacing traveling water screens, replacing bar racks and valve - Allen-Bradley PLC -5 replacement. Project is funded through the SRF and ARRA programs. - RS -Logic's, RS -Links, RS -View, and PanelBuilder Lowell Regional Water Utility - Grounding System. Electrical Engineer for project involving the installation a new grounding system at the Water Treatment Facility. Media Town of Billerica, MA, Department of Public Works - Tertiary Treatment Facility Electrical Design. Electrical Engineer responsible for the $12.3 million SRF funded - ControlNet upgrades to the 5.4MGD WWTF to meet lower effluent phosphorus and aluminum - DeviceNet limits. The upgrades included comprehensive estimating, planning, detailed design, • Ethernet construction administration, and startup of the proprietary CoMag process, an inter- - ModBus, ModBus Plus mediate pump station capable of pumping the 16.5 MGD peak flow, gravity thicken- ' DH+ ers, dedicated waste activated sludge pumps, chemical storage and feed systems, Specialized Training and a plant -wide SCADA system. NFPA 70E Electrical Safety Awareness (Arc Flash) training P226627 ( TOWN OF NORTH ANDOVER, MA - FLOCCULATION & SEDIMENTATION BUILDING I WOODARD & CURRAN Lowell Regional Waste Water Utility, Lowell, MA - Septage and Thickening Upgrades. Electrical Engineer respon- sible for the design, specification of equipment, and the construction coordi- nation and supervision of a new septage receiving facility constructed at the waste water treatment facility. This included the installation and migration of 4 motor con- trol centers, 43 motors, numerous PLCs and HMIs, vendor supplied panels, new lighting and general building fit -out. Town of Billerica, MA - Department of Public Works - Comprehensive plant evaluation. Electrical Engineer responsible for the evaluation of the 5.4MGD WWTF electrical distribution system and process equipment. The evaluation included a detailed analysis of the condition and capacity of each unit process, along with the financial impacts of repairs and or replacements. The recommendations of the evaluation were compiled into a Capital Improvement Plan for the facility and incorporated into the Town's CWMP. Bion Environmental, Lancaster, PA - Solids Separation and Nutrient Management. Electrical Engineer responsible for the design, specifica- tion of all electrical equipment, and the construction coordination of a nutri- ent management system installed on a 3000 -head cattle farm. The system included primary service, power distribu- tion, motor controls, lighting, life safety devices and emergency power distrib- uted over several new buildings erected on the farm. City of Concord, NH - Control System Upgrade. Electrical Engineer respon- sible for the estimating, design, and con- struction coordination of the migration of 100+ instruments and motor controls from an antiquated Distributive Control System into a new PLC -based system and network. Confidential Client - Lead Electrical engineer for $11M Groundwood mill upgrade. Estimated, designed, specified equipment, and coordinated construc- tion for the installation of new automated grinder loading and log conveying sys- tem. Successfully integrated 76 motors, 600 field devices, and over 600 addition- al 1/0 points into mill's SCADA system. Confidential Client. Designed, coordi- nated the construction, and supervised the start-up of a new power boiler damp- er drive and the associated controls for a NH PUC power plant. Confidential Client. Coordinated electri- cal disassembly, generated necessary documentation, supervised relocation and start-up of three (3) 200" Beloit winders, roll handling equipment and multiple house cranes. Confidential Client. Designed, specified materials, and implemented new control system to replace existing and anti- quated timing controls on a paper plate forming machine. Confidential Client. Designed architec- ture and successfully migrated 200 -plus 110 points into a new paper machine DCS. Confidential Client. Estimated, designed, and supervised construction of several independent electrical and control systems for a chemical process- ing and handling facility. These include: a 2000A rated MCC, a Delta V DCS platform, numerous pumps, VF Drives, media mills, and a 150HP Kady Mill. Confidential Client. Designed and coor- dinated the construction for the automa- tion of a mill waste water treatment facil- ity. Designed, specified, and coordinated the construction and start-up of a mill's 36M GPD water filtration plant. Confidential Client. Assisted in the design, installation, construction and start-up of a mill's 450K Ib/hr power boiler. Programmed multiple single -loop controllers as part of the Boiler Master and Flame Safety system. Confidential Client. Designed and spec- ified hardware for the upgrade of paper machine reel controls. Scope of project included onsite construction supervision, check-out, and start-up services. Confidential Client. Designed, speci- fied, and coordinated the construction, installation, and start-up of a continuous - digester control and instrumentation conversion to an existing DCS. r1 U J 7 Confidential Client. Generated 7 numerous interconnections and wiring diagrams of existing systems for new construction. Confidential Client. Designed, speci- fied, and coordinated instrumentation installation of a state-of-the-art pH con- trol and Hg analyzing process to reduce environmental impact. WOODARD & CURRAN I TOWN OF NORTH ANDOVER, MA - FLOCCULATION & SEDIMENTATION BUILDING I P226627 3 The Town would like to install an enclosure over the flocculation and sedimentation basins at the water treatment plant. The electric drives for the flocculators, as well as the motor operators for the residuals removal valves, are exposed to weather on the top surface of the flocculation and sedimentation basins. There are also several aluminum hatches located on the top surface of the basins, which are used for main- tenance to access the interior of the tanks. Access to the flocculators, valves, and hatches is difficult in poor weather, especially in the winter when snow and ice make monitoring and maintenance of the equipment on the flocculation and sedimentation basins difficult and potentially dangerous for the operators. An enclosure over the basins would significantly improve the working conditions on top of the structure, eliminate snow removal and ice accumulation, protect equipment from weather, extend equipment life, and provide additional security. The Town would like the proposed enclosure to extend over the entire top surface of the concrete basins and attach to the side wall of the masonry treatment plant building. The enclosure is intended to be some type of prefabricated structure, which could include those that are made of fabric or metal. Lighting, heat, and ventilation would be provided within the new enclosure structure. The RFQ provides a detailed Scope of Services for this project, starting with a pre- liminary evaluation and concluding with construction. Our approach to this project will include completion of all of the tasks outlined in the RFQ. However, there are a few items that we would like to highlight about our approach to this project. We feel that the initial evaluation stage of the project will be an important step to ensure that the Town gets the optimum structure installed over the flocculation and sedimenta- tion basins to best meet their needs. The new enclosure should be a structure that provides the plant with a long-term, operator -friendly environment, which will not be detrimental to the aesthetics of the existing treatment plant architecture. The important first step in this project is to complete a thorough evaluation of the options that are available to the Town to cover the flocculation and sedimentation basins. A prefabricated structure for the cover has been requested in the RFQ. These types of structures tend to be more cost-effective to construct than a custom brick and block building. The prefabricated structure could be made from fabric with an aluminum truss support system or could be made from metal and/or concrete components. One option would be install a fabric structure over all or some of the top of the floc- culation and sedimentation basins. This would be similar to the fabric structures provided by ClearSpan. A few of the advantages and disadvantages of this type of The Town would like to install an enclosure over the flocculation and sedimentation basins at the water treatment plant. The electric drives for the flocculators, as well as the motor operators for the residuals removal valves, are exposed to weather on the top surface of the flocculation and sedimentation basins. P226627 I TOWN OF NORTH ANDOVER, MA- FLOCCULATION & SEDIMENTATION BUILDING I WOODARD & CURRAN structure are: Advantages: • Less costly than other options • Lightweight; easy and quick to install Disadvantages: • Shape and configuration of fabric covers tend to make it difficult to shed rain water and snow away from the existing building while completely covering the top of the tanks • May introduce snow drifting on the adjacent roof due to sloped tent roof • Not as durable as other options • May be difficult to light, heat, and ventilate • May not visually blend well with existing building • Comparatively poor aesthetics • Poor load distribution (more concentrated than evenly distributed) • Difficult to tie into existing building Another potential option is cover the top of the basins with a rigid -framed, pre-engi- neered, prefabricated metal structure. Butler Building makes prefabricated structures that may be applicable in this application. This type of structure provides a little more flexibility in covering the tanks, but would be more costly than a fabric cover. Some of the advantages and disadvantages of prefabricated metal buildings are: Advantages: • A more rigid, permanent structure • Clear span space with no interior columns • Different options for external sheathing are available (metal panels, brick, etc.) Disadvantages: • May not blend well with existing building • More costly than fabric • Requires a significant foundation to support rigid frame load reactions • Poor load distribution (more concentrated than evenly distributed) • More significant structural analysis required to check adequacy of tank foundation A third option that we would like to explore is the potential use of a more stick -built, pre-engineered, prefabricated metal structure, similar to those made by Porter Panel, which includes light -gauge metal stud wall construction and truss roof systems. These types of structures are preconstructed off site and pieces are erected on loca- tion. Some of the advantages and disadvantages of these types of structures are: Advantages: • A more rigid, permanent structure • Easier to tie new structure into the side of the existing building • Ease of construction • May be made of materials that would visually blend well with the existing building, such as a brick exterior. • Better options for improved exterior aesthetics • Provides flexibility for the internal use of the structure ClearSpan structure Butler Building structure Porter Panel structure WOODARD & CURRAN I TOWN OF NORTH ANDOVER, MA - FLOCCULATION & SEDIMENTATION BUILDING I P226627 r1 LJ r-1 n U r-1 LJ r, n LJ n �1 `-1 Li Li M 1J n rl u rn M Results in a more uniformly distributed load over existing tank foundation; interior steel building columns may be strategically located to bear on existing concrete divider walls Disadvantages: May be more costly than fabric option • Will require internal column and/or wall supports (not clear span) For each of these options, we would develop a table with associated criteria to assist in evaluation. The evaluation would include such items as: Potential impacts on existing building structure (such as where new structure is attached to side wall of existing building) • Evaluation of roof line of new building with existing building, and potentialimpacts of additional snowdrift loads on existing roof structures • Durability • Life expectancy • Ease of operations within structure Ability to access, remove, and replace equipment located in the flocculation and sedimentation basins • Compliance with building codes and standards, and MassDEP drinking water plant guidelines Aesthetics and ability to blend visually with existing treatment plant building • Costs • Flexibility for expansion • Security Some types of structures may be better than others in providing access to the top of the tanks. Garage door access to the structure at the end of the flocculation basins by the driveway would be very advantageous for maintenance purposes. In addition, water quality regulations are becoming more stringent every year. Expansion of the plant may be needed at some time in the future to accommodate new equipment or treatment processes. If the Town wanted to use a portion of the top of the sedimen- tation tanks for new treatment equipment or an upgraded chemical storage system, garage doors would provide a means to bring in the new equipment. Each of the potential options may have different loading impacts on the existing concrete tank structure. Daigle Engineers, the structural engineers responsible for the original design of this plant, will assist Woodard & Curran in the evaluation and feasibility of the various construction options. Additional items that will be considered in the review of cover structure options: • Need for windows for natural lighting • Snow, wind, and earthquake loading Need for the relocation of existing security cameras • New security and fire safety needs for cover structure • Interior and exterior lighting needs • Heating and ventilation requirements • Maintaining access to rooftop HVAC units on main building Porter Panel structure P226627 I TOWN OF NORTH ANDOVER, MA - FLOCCULATION & SEDIMENTATION BUILDING I WOODARD & CURRAN We recommend a workshop with the plant and Public Works staff to work through the evaluation process and come to a consensus on the type of cover structure desired. We will provide architectural elevations of each of the feasible options, as required, to assist in the evaluation process. This will allow the Town to visualize the different options in relation to the existing plant and will assist in determining the pos- sible visual impact on the adjacent neighbors. We would also be available to attend a meeting with the neighbors to review the options and gain consensus prior to construction. A concurrence from the neighbors on the type of structure selected would ensure that the neighbors support the project when it comes before Town Meeting for funding in 2014. This meeting with neighbors would also foster a positive relationship with the plant and minimize the potential for complaints arising from the neighbors during the construction period. The overall goal of the project will be to provide the plant with a protective enclosure over the flocculation and sedimentation basins at a reasonable cost that will blend visually with the existing building. After spending $20 million on a very nice looking treatment plant building, it would be a shame to add a covering enclosure over the tanks that would be detrimental to looks of the facility. PROJECT SCHEDULE The following page shows our proposed schedule for the evaluation, design, and construction of a new prefabricated structure to enclose the flocculation and sedi- mentation basins. Note that our schedule is based on providing a pre-engineered, prefabricated building system; as requested in the RFQ. We are ready to start working on this project upon execution of an agreement with the Town. We will complete the evaluation phase of the project within three months. After selection of the type of cover structure to go on the flocculation and sedimenta- tion basins by the Town, we will proceed with the preparation of the final plans and specifications for bidding. We estimate that it will take approximately three months to complete this work. Once the bid documents are completed, we will be able to pro- vide the Town with an updated estimate of the project costs. This figure may be used in the budget for the project in the FY 2014 Water Enterprise Fund CIR We would then recommend that the project be put out to bid approximately two months prior to the May 2014 Town Meeting. Having an actual bid cost prior to Town Meeting will ensure that appropriate funding is available for the project. Assuming that funds are appropriated at the Spring 2014 Town Meeting, the project will be ready to start construction as soon as funds are available for expenditure on July 1, 2014. With a five month construction period, the cover structure should be completed in the late Fall of 2015. 7 v 7 7 Li n I LJ 7 n �J n WOODARD & CURRAN I TOWN OF NORTH ANDOVER, MA - FLOCCULATION & SEDIMENTATION BUILDING I P226627 P226627 I TOWN OF NORTH ANDOVER, MA - FLOCCULATION & SEDIMENTATION BUILDING I WOODARD & CURRAN 1111111 oil 1 1110111110111 i�:i i■i� ■■ire■■■■ �■■iiii��t 1 UJ Lu Lu Lu CL P226627 I TOWN OF NORTH ANDOVER, MA - FLOCCULATION & SEDIMENTATION BUILDING I WOODARD & CURRAN r'1 tJ v n n tJ n I 7 Li 7 v n WOODARD & CURRAN I TOWN OF NORTH ANDOVER, MA - FLOCCULATION & SEDIMENTATION BUILDING P226627 4 A. PROJECT MANAGEMENT EXPERIENCE Woodard & Curran has over 30 years of experience designing water treatment facili- ties for municipal clients throughout New England. Most recently, Woodard & Curran has successfully completed the following design projects at water treatment plants that included prefabricated building structures at the following locations: - City of Leominster, MA, Water Treatment Facilities - Prefabricated sampling building Town of Mansfield, MA, Water Treatment Facilities - Prefabricated building for chemical feed and storage facilities • Shirley Water District, MA, Walker Well - Prefabricated building for corrosion control facilities - Town of Dartmouth, MA, Well Treatment Facilities - Prefabricated building for water treatment facilities • Town of Mansfield, MA - Cate Spring Well - Prefabricated building for chemical feed facilities B. PROJECT DESIGN AND AVAILABILITY The Woodard & Curran team members were specifically selected based on their desire to work on this project, technical expertise, and availability of time. Each team member has committed to taking on the tasks and responsibilities necessary to deliver a successful project that the Town of North Andover can be proud of. The team members are all available to start working on this project beginning in May to complete the project within the Town's timetable as stated in your RFP. Please refer to our proposed project implementation schedule in Section 3, Technical Approach. C. TEAM AND KEY STAFF All of the key staff on our team have well over seven years of relevant experi- ence with the design of prefabricated structures at water treatment plants in Massachusetts as noted in Section 2, Project Team. These include: James Rivard, PE, Senior Vice President/Principal-in-Charge Over 30 years of experience with water treatment plant facilities including prefabri- cated structures in Leominster, Mansfield, Dartmouth, and the Shirley Water District. P226627 I TOWN OF NORTH ANDOVER, MA - FLOCCULATION & SEDIMENTATION BUILDING I WOODARD & CURRAN James Finegan, PE Project Manager Over 30 years of experience with water treatment facilities including prefabricated structures in Leominster, Rutland, and the Assabet Water Company. James Sturgis, PE Sr. Structural Engineer Over 23 years experience with water treatment facilities including prefabricated structures in Leominster, Mansfield (2), and Dartmouth. Robert Chapell, PE Technical Resource Over 30 years of experience with water treatment facilities including prefabricated structures in Mansfield (2), Dartmouth, and the Shirley Water District. ri J J Li n J 7 u M L-, r-� n WOODARD & CURRAN I TOWN OF NORTH ANDOVER, MA - FLOCCULATION & SEDIMENTATION BUILDING I P226627 u 5 DSB Form 35 Sample Insurance Certificate 46 Firm Partners & Officers (Certification of Corporate Authority) 47 Board of Directors 49 Stock Ownership Table 51 P226627 I TOWN OF NORTH ANDOVER, MA - FLOCCULATION & SEDIMENTATION BUILDING I WOODARD & CURRAN 0 O LL c O U Q CL Q m U) in M E to o LL c dddI I I (V a Ua Q g2 W a) m F- CO E E v C f6 a W 0 O d N 4tv I- _ _ W W E w Emm O 0 CL LU i O O a) to uDi E _ U LL Qa d Z W a tm 0 A- 9 T C C N a) L: t O d O CL N N C m a) °1 tm Q U) m4 C O .`Oc 4) ca a) -------- tri c O LL co a () }' '' to to W O N C N m 2 y cn m m � o a) ISI ❑ N Q c p O - _ 7 a U N N d LL C_ p C_ LL O a aO 'CO U U N O co } d N N N O� p a. d O_ d j _0 'C a C � oO. 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CO ya C d CL)).CC O C CO "02 0 N O Z 0 C== -0-D c C O C m O (DCC) m N V H NJ N u� O d (O '- C (D O �3 chM O O U U a)ro O O a0 N W >+M E d.� m Z d y N N o E C > N d E a) E U E E N E N p E c n rn in IL :n c F- Amo a- Z U mW 2> . •• ago z 0 m z m z 6 -6 C3 m z Cd -6 ci m z m z fu a 6 La>� _ Cn n :3- U3 O r - N r M r ch Cn r CO r C) r, m `-j a E r -I O LL C � O U •n n Q m Cn 0 7 J b k � k 2 cc a k § � k co A . o V 2 �� £ 2 CL § g 8 _ Cc 40 � § t k �k cc f� \ 7 �- CD U) &i %� �U ljj _ § 2. 2 2 « m 3 k & j C- M2 m a k0 r -k �» _ 2 ■ w cc w mS �§ -w Co CL 4m "a S _ » !E k ©3 O v © § 2 ee § v§ U �» C 2 & to 2 C f- 2 �� § z kCL © k �) �2 �c LU 0 © gp 2e % V� 2� ■@ C� S /2 ' J2 CO m -m -CO� ■ e- o ._ �ca 62 c z�� 2q �\ �k LU Cc . � ® § (D k / § 0 wE § o z S R . o § t o f '« 2" 2 2 § c E e • a e . m 0 0 0 e .. e « 2 « e § 0 v5� q S q 2 me m c f 2� 2chk d- LL < co 2 d CO a k �2 \ } ----� WOOD&CU-01 BOSTONTEMP r 1 AlIC"REIIIO CERTIFICATE OF LIABILITY INSURANCE DATD/YYYY) 12214/214/2012 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Ames & Gough 859 Willard Street Suite 320 Quincy, MA 02619 CONTACT NAME: PHONE FAX A/C, No. E:tt: (617) 328-6555 ac No): (617) 328-6888 E-MAIL ADDRESS: INSURERS) AFFORDING COVERAGE NAIC # INSURERA:Continental Insurance Co 35289 11/15/2013 INSURED INSURER B: Continental Casualty Company (CNA) A(XV) 20443 INSURER C: Transportation Insurance Company A(XV) 20494 Woodard & Curran, Inc. INSURER D : 41 Hutchins Dr. Portland, ME 04102 INSURER E: INSURER F : B COVERAGES G S CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE INSR WVD POLICY NUMBER MMIDDY EFF POLICY MMIDD EXP LIMITS A GENERAL LIABILITY X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE OCCUR 4030468999 11/15/2012 11/15/2013 EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTED PREMISES Ea occurrence) $ 300,000 MED EXP (Any one person) $ 10,000 PERSONAL & ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: X POLICY X PROCT LOC JE PRODUCTS-COMP/OPAGG $ 2,000,000 $ B AUTOMOBILE X X LIABILITY ANYAUTO ALL OWNED SCHEDULED AUTOS AUTOS HIRED AUTOS X NON -OWNED AUTOS 4030468954 11/15/2012 11/15/2013 COMBINED SINGLE LIMIT 1,000,000 Ea accident $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE $ PER ACCIDEN $ C X UMBRELLA LIAB EXCESS LIAB ECLAIMS-MADE OCCUR 4030469036 11/15/2012 11/15/2013 EACH OCCURRENCE $ 5,000,000 AGGREGATE $ 5,000,000 DED I I RETENTION $ $ B WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVEYIN OFFICER/MEMBER EXCLUDED? (Mandatory In NH) If yes, describe under DESCRIPTION OF OPERATIONS below N I A 4032987189 11/15/2012 11/15/2013 WC STATU- I OTH- TORY LIMITS ER E.L. EACH ACCIDENT $ 1,000,000 E.L. DISEASE - EA EMPLOYE $ 1,000,000 E.L. DISEASE - POLICY LIMIT 1 $ 1,000,000 A A Prof. Liability AEH 11-413-55-20 AEH 11-413-55-20 11/15/2012 11/15/2012 11/15/2013 11/15/2013 Per Claim 5,000,000 Aggregate 5,000,000 DESCRIPTION OF OPERATIONS / LOCATIONS /VEHICLES (Attach ACORD 101, Additional Remarks Schedule, H more space Is required) SAMPLE CERTIFICATE HOLDER CANCELLATION Sample ©1988-2010 ACORD CORPORATION. All rights reserved. r_1 ACORD 26 (2010105) The ACORD name and logo are registered marks of ACORD 4 _ ` CERTIFICATION OF CORPORATE AUTHORITY WOODARD WOODARD & CURRAN INC. &CURRAN The undersigned, Bruce S. Nicholson, Secretary of Woodard & Curran Inc. (the 'Company"), HEREBY CERTIFIES as follows: He is the duly elected Secretary of the Company, a Maine corporation. At a meeting of the Board of Directors of the Company, the following resolution was adopted: RESOLVED: That any Officer of this corporation, acting singly, be and hereby is authorized at any time and from time to time, to enter into contracts for the provision of services by the corporation as follows: 1. Vice Presidents (VP) and Senior Vice Presidents (SVP) are authorized up to the amount of $50,000 or as delegated. 2. Group Managers (GM), Service Line Managers (SLM), Corporate Service Directors (CSD), and the Vice President of Finance are authorized up to the amount of $250,000. 3. Group Leaders (GL), Market Leaders (ML), Service Line Leaders (SLL), Area Managers (AM), Senior Consultants (SC) and Senior Client Managers (SCM) are authorized up to the amount of $1,000,000. 4. Business Center Managers (BCM) and the Treasurer are authorized up to the amount of $3,000,000. 5. President, the CEO and the Chairman of the Board are authorized up to the amount of $10,000,000. 6. The Company's Board of Directors must authorize contracts over the amount of $10,000,000. RESOLVED: That the CEO is authorized at any time to execute surety bonds in connection with the conduct of the Company's business, whether alone, or in joint venture with others not named herein. Furthermore that the CEO is also authorized any time prior or subsequent to the execution of any such bonds, to execute any and all indemnity agreements, subordination agreements or any other associated agreements relating to such bonds or to any collateral that may have been or may be required to be deposited with the surety in connection with said bonds. The CEO's signing authority with respect to surety bonds is limited to the current levels of bonding as set forth in the Company's approved bonding agreement. Bonds above this approved amount must be authorized by the Board of Directors. According to the records of the Company in my possession as of this date, the above Is a true and correct copy of said resolution, said resolution has not been amended or repealed, and is in full force and effect. According to the records of the Company in my possession as of this date, the following is a list of the duly elected Officers of the Company and their respective management positions in the Company. Name Douglas J. McKeown Guy Wm. Vailiancourt David W. Remick Thomas L. Francoeur Steven F. Niro Bruce S. Nicholson Title CEO and Chairman of the Board President Treasurer Business Center Manager Business Center Manager Secretary -1- A&� "k WOODARD &CURRAN CERTIFICATION OF CORPORATE AUTHORITY WOODARD & CURRAN INC. Senior Vice Presidents Glenn T. Almquist (ML and SCM) Carlos J. Ayala -Diaz (SLM) Joseph C. Barbagallo (SSL) Alan A. Benevides (SCM) Brent M. Bridges (SCM) Lisa J. Campe Eric T. Carlson (ML and SCM) Anthony C. Catalano (SCM) Frank J. Cavaleri (AM) James P. Chaplick (SLL) Michael J. Chemiak (AM) R. Duff Collins (GL and SCM) Michael J. Curato (GL) Albert R. Curran (SC) David W. Dedian (AM) Paul A. Dombrowski James D. Ekedahl (GM) Thomas R. Eschner Thomas L.. Francoeur (BCM) Vice Presidents Jennifer M. Andrews Michael Battistelli Kelly C. Begin Kenneth J. Bird Craig E. Blake Brian E.Bzdawka Kelly V. Camp (SLM) Gregory G. Cataldo Robert C. Chapell Phillip F. Cross (AM) Shannon L. Daigle Saeed T. Darian (SCM) Susan F. Dubuque (CSD) Steven R. Ewing Shannon J. Eyler Seth W. Garrison Tedd M. Gifford Peter Goodwin (SCM) James W. Gorman (VP of Finance) Janice M. Greenwood DATED February26, 2013 Daniel Garson Helen T. Gordon (GL and SCM) Jeffrey A. Hamel (GM) Nicholas A. Hastings (SCM) Stephen B. Holtman (SCM) Mary E. House Bruce A. Hunt (SLL) Kari D. Kasper (GL and SCM) Leroy E. Kendricks, Jr (SLL) William P. Luksha (AM) David R. MacDonald (ML and SCM) Douglas J. McKeown (CEO) Peter E. Nangeroni (SLL and SCM) Bruce S. Nicholson (CSD) Steven F. Niro (BCM) Tracy L. Planinsek (GM) James J. Rivard (SLL and SCM) Paul P. Roux (AM) Thomas K. Scelfo (SCM) Carol A. Harris Ronald H. Hidu Jason R. House Eric E. Huitstrom Joseph A. Hurley MaryKristin Ivanovich (SLM) Daniel L. Kelley (SLL) Robert S. Little (SLM) Zareh Y. Maserejian Althea F. Masterson Robert W. McGrath Nathan McLaughlin J. Patrick Moore (AM) Maria C. Morrissette (CSD) Sarah S. Nicholson Paul J. O'Brien Patrick F. O'Hara Paul J. Porada Anne E. Proctor (SLM) Robert J Rafferty -2- Joseph D. Shea (SLI.) Jay G. Sheehan (ML) Barry S. Shelf (SCM) Lloyd K. Snyder Adam H. Steinman (SC) Thomas E. Stoughton (SLL) Eric P. Teittinen (AM) Randy E. Tome (GM) Hugh G. Tozer Guy Wm. Vaillancourt (President) Michael J. van der Heijden (SCM) Donald J. Weeks Bed J. Wesley Steven N. Whipple David A. White (SLM) James D. Wilson David W. Remick (CFO) Janet E. Robinson Thomas P. Roche Gilbert S. Ryan Thomas C. Schwartz Douglas Spicuzza Michael A. Stein James P. Sturgis Brent Sutter Douglas L. Tirreil Marc G. Thomas (AM) Patricia A. Thomes John A. Thompson Miles L. Walker (ML) Daniel H. Winograd Daniel M. Wolfram Bruce S. Nicholson, Secretary Woodard & Curran's 9 -member Board of Directors guides the firm in three primary areas: financial management, strategic planning, and ownership transfer. It oversees four committees: Finance, Human Resources and Compensation, HR Governance, and Business and Market Leadership. Membership is comprised of the Chairman and Chief Executive Officer and five additional Internal Directors, plus three External Directors whose credentials further strengthen the Board's knowledge and expertise. Douglas McKeown Chief Executive Officer and Chairman of the Board Mr. McKeown has over 25 years of experience in management, sales,:and marketing in environmental consulting and contract operations. Prior to his appointment as CEO, he was Senior Vice President and Manager for the Operations and Management Business Center, overseeing a business group of 200 employees, operating over 45 plants throughout the United States. Michael Curato, PE Senior Vice President Mr. Curato has over 30 years of experi- ence in engineering design and project management of environmental manage- ment programs and facility design for industrial clients, municipalities, and sewer authorities. Eric Carlson, PE, CG Senior Vice President Mr. Carlson has 22 years of experience in projects involving engineering and hydrogeology, with a focus on the food & beverage industry. Guy Wm. Vaillancourt, PE President Mr. Vaillancourt's 29 -year career has focused on CERCLA, RCRA, and State - led hazardous waste investigations and remediation. For more than a decade he has provided expert testimony on contaminant fate and transport and costs associated with remedial activities. R. Duff Collins Senior Vice President Mr. Collins has over 25 years of consult- ing experience solving complex envi- ronmental problems for industry and the public sector. His work includes a wide array of site remediation and environ- mental compliance projects under state and federal programs. Leroy Kendricks, PE Senior Vice President Mr. Kendricks has 36 years of experi- ence with major electrical, instrumenta- tion, and controls projects for municipal water and wastewater facilities and industrial facilities woodardcurran.com I COMMITMENT & INTEGRITY DRIVE RESULTS �, A.- qqk WOODARD &CURRAN Carolyn Chin CEO of CeBiz Ms. Chin is CEO of CeBiz, a consult- ing and investment firm. She has held executive positions with IBM, Reuters, Citibank, and AT&T. She served on the Board of Directors of CH2M Hill from 2003-2009 and was appointed a White House Fellow. Steve Guttenplan Executive Vice President of AECOM Water (retired) Mr. Guttenplan is a former President of Metcalf & Eddy/AECOM and also served as Global Chief Technology Officer and Executive Vice President for AECOM Water. He retired from that role in 2011. He held numerous positions in a 25 year career at CH2MHill, including serving on their Board from 2001-2004. �, &..-'"k WOODARD &CURRAN COMMITMENT & INTEGRITY DRIVE RESULTS I woodardcurran.com Bruce Wagner President of Traverse CEO Mr. Wagner is President of Traverse CEO, providing executive management support to firms. He spent most of his career in executive management at WR Grace and is currently on the Board of Directors at the Mercy Health System of Maine n J r-� U r� �.J r-� J LJ n { n �J n rl Lj n Li �1 J Li J Names and titles of all partners and directors including percent stock, MA registration number, and discipline. Shareholder Alberi, Michael Senior Vice President Percent Stock 2.25% MA Registration Mechanical Engineer Almquist, Glen Senior Vice President 0.88% Air Quality Expert Barbagalo, Joseph Senior Vice President 1.03% Professional Engineer Benevides, Alan Senior Vice President 1.35% PE 37893 LSP 6818 Professional Engineer/ Licensed Site Professional Bridges, Brent Senior Vice President/Director 5.00% Professional Engineer Carlson, Eric Senior Vice President 2.50% Professional Engineer/ Certified Geologist Catalano, Anthony Senior Vice President 0.83% Professional Engineer Cavaled, Frank Senior Vice President 0.61% 0&M Sr. Mgr./Specialist Chaplick, James Senior Vice President 1.10% Chemical Engineer Chemiak, Michael Senior Vice President 1.46% 0&M Sr. Mgr./Specialist Collins, R Duff Senior Vice President 2.80% 6314 Licensed Site Professional Curato, Michael Senior Vice President/Director 1.43% Professional Engineer Curran, Albert Senior Vice President/Chairman of the Board 5.00% Professional Engineer Dedian, David Senior Vice President 0.88% 0&M Sr. Mgr./Specialist Ekedahl, James Senior Vice President 0.53% Environmental Engineer Eschner, Thomas Senior Vice President 1.20% Geologist Fitch, James Senior Vice President 1.02% 45983 Professional Engineer Francoeur, Thomas Senior Vice President 1.67% Chemist/Environmental Scientist Garson, Daniel Senior Vice President 1.83% AICP Gordon, Helen Senior Vice President 2.33% 41211 Professional Engineer Hamel, Jeffrey Senior Vice President 1.66% 1278 Licensed Site Professional Hastings, Nicholas Senior Vice President 2.50% Geologist Holtman, Stephen Senior Vice President 2.98% Licensed Environmental Professional House, Mary Senior Vice President 0.47% Database Specialist/ Environmental Chemist Hunt, Bruce Senior Vice President 1.16% Professional Engineer Kasper, Karl Senior Vice President 3.00% Geologist Kendricks, Leroy Senior Vice President 3.00% 39565 Professional Engineer Luksha, William Senior Vice President 0.79% 0&M Sr. Mgr./Specialist Marston, Kurt Senior Vice President 4.53% Professional Engineer McKeown, Douglas Chief Executive Officer 4.57% Chemical Engineer Nangeroni, Peter Senior Vice President 0.61% PE 37197 LSP 4620 Professional Engineer/ Licensed Site Professional P� e WOODARD woodardcurran.com I COMMITMENT & INTEGRITY DRIVE RESULTS &CURRAN Shareholder Name Title Percent Stock MA Registration Discipline Nicholson, Bruce Senior Vice President 1.20% Attorney Niro, Steven Senior Vice President 3.18% Operations Planinsek, Tracy Senior Vice President 0.66% Professional Engineer Rivard, James Senior Vice President 1.49% 30634 Professional Engineer Roux, Paul Senior Vice President 0.34% 0&M Sr. Mgr./Specialist Scelfo, Thomas Senior Vice President 2.50% Mechanical Engineer Shea, Joseph Senior Vice President 0.51% 41467 Professional Engineer Sheehan, Jay Senior Vice President 0.75% 41579 Professional Engineer Sheff, Barry Senior Vice President 1.21% Professional Engineer Snyder, Lloyd Senior Vice President 0.61% Professional Engineer Steinman, Adam Senior Vice President 3.00% Attorney Stoughton, Thomas Senior Vice President 0.88% Air Quality Expert Teittenan, Enc Senior Vice President .93% Professional Engineer Tischbein, Anne Senior Vice President 3.20% Hazardous Waste Specialist Tome, Randy Senior Vice President 0.63% Professional Engineer Tozer, Hugh Senior Vice President 1.50% Professional Engineer Vaillancourt, Guy President/Director 3.00% Professional Engineer Van der Heijden, Michael Senior Vice President 1.00% Hydrogeology Whipple, Steve Senior Vice President 10.81% Air Quality Expert Woodard, Steve Senior Vice President 10.72% Professional Engineer o� s WOO &CCUURRAN COMMITMENT & INTEGRITY DRIVE RESULTS I woodardcurran.com 0 Per the requirements in the RFQ, the following forms are attached: Certifications: Certificate of Non -Collusion and Certificate of Tax Compliance Certificate of Vote P226627 I TOWN OF NORTH ANDOVER, MA - FLOCCULATION & SEDIMENTATION BUILDING I WOODARD & CURRAN CERTIFICATIONS CERTIFICATE OF NON -COLLUSION The undersigned certifies under penalties of perjury that this bid or proposal has been made and submitted in good faith and without collusion or fraud with any other person. As used in this certification, the word "person" shall mean natural person, business, partnership, corporation, committee, union, club or other organization, entity, or group of individuals. Signature _Q2:2�;� James Rivard, PE, Sr. Vice President Print Name & Title Date March 6, 2013 Woodard & Curran Company Name CERTIFICATE OF TAX COMPLIANCE Pursuant to Chapter 62C of the Massachusetts General Laws, Section 49A (b), I James Rivard, PE , authorized signatory for Woodard & Curran Name of individual Name of contractor do hereby certify under the pains and penalties of perjury that said contractor has complied with all laws of the Commonwealth of Massachusetts, and the Town of North Andover, relating to taxes, permit or other fees, reporting of employees and contractors, and withholding and remitting child support. Sign e 0 March 6, 2013 Date Town of North Andover RFQ Page 11 of 39 Engineer Design Services — Flocculation & Sedimentation Building (WTP) gM WOODARD & CURRAN I TOWN OF NORTH ANDOVER, MA - FLOCCULATION & SEDIMENTATION BUILDING I P226627 CERTIFICATE OF VOTE At a duly authorized meeting the Board of Directors ofVe Ob6ef' ,,el C�/ '�� 2.�- . held on Or- d i cr26 -O/d it was p e6*0 ^f / A VOTED, THAT James Rivard, PE (Name). of Woodard & Curran Senior Vice President (Officer) be and hereby is authorized to execute contracts.ud,ba.-ds in the name and on behalf of said Woodard & Curran , and affix its corporate seal hereto; and such execution of any contract or obligation in the name of Woodard & Curran on its behalfbysuch officer under seal of Woodard & Curran , shall be valid and binding Upon 74C 1�4ry/ �') I hereby certify that I am thef the aUove named Woodard &Curran and that James Rivard, PE is the duly elected officer as above of said Woodard & Curran , and that the above vote has not been amended or rescinded and remains in full force and effect as the date g9this-emA aet. - 7,x.3 (Date) Town of North Andover RFQ Page 12 of 39 Engineer Design Services—Flocculation & Sedimentation Building (WTP) P226627 I TOWN OF NORTH ANDOVER, MA- FLOCCULATION & SEDIMENTATION BUILDING I WOODARD & CURRAN = J - - - - Engineer Design - - = Services - QUALIFICATIONS Flocculation & Sedimentation Building Water Treatment Plant FEE PROPOSAL - CONTACT INFORMATION: James Rivard, PE - jrivard@woodardcurran.com 1.866.702.6371 l Town of North Andover March 7, 2013 -4 Ab - Ah' 44k WOODARD &CURRAN COMMITMENT & INTEGRITY DRIVE RESULTS March 7, 2013 Mr. Ray Santilli Assistant Town Manager North Andover Town Hall 120 Main Street North Andover, MA 01845 40 Shattuck Road, Suite 110 Andover, Massachusetts 01810 www.woodardcurran.com T 866.702.6371 T 978.557.8150 F 978.557.7948 Re: Request for Qualification Statements for Engineer Design Services for Flocculation & Sedimentation Building at the Water Treatment Plant Fee Proposal Dear Mr. Santilli: In accordance with your request, Woodard & Curran is pleased to present our Fee Proposal to accompany our Qualifications Statement for Engineer Design Services for a Flocculation & Sedimentation Building at the Water Treatment Plant. We look forward to working with the Town on the improvements to the water treatment facilities. We would welcome the opportunity to meet with you to discuss this project. If you have any questions concerning our initial fee proposal, please contact me. Sincerely, WOODARD & CURRAN INC. James J. Rivard, PE Senior Vice President Enclosure INITIAL FEE PROPOSAL Our initial fee proposal for engineering services during the evaluation phase, design, and construction of the new cover structure for the flocculation and sedimentation basins at the water treatment plant is based on the following approach and scope of services. In order to develop an estimate of engineering fees, we used an approach to covering the basins that we felt would address the needs of the Town in a cost- effective manner. However, if, after completion of the evaluation stage another approach is determined by the Town to be more appropriate, then the scope of ser- vices and engineering fees may be adjusted accordingly. SCOPE OF SERVICES Evaluation Phase The scope of services during the evaluation phase of the project will be completed as outlined in the RFQ. We would suggest meeting with the adjacent neighbors dur- ing the evaluation phase to obtain input into the decision making process for the type of cover structure. A concurrence from the neighbors on the type of structure selected would ensure that the neighbors would support the project when it comes before the Town Meeting for funding in 2014. It would also minimize the potential for complaints arising from the neighbors during the construction period. We have included the costs for a meeting with the neighbors in our proposal. Design Phase The engineering costs in our proposal include the design of the following facilities: Pre-engineered, pre -fabricated structure similar to the Porter Panel system, consisting of: - Pre -fabricated wall panel systems with light -gauge metal stud construction. - Exterior finish of brick similar to the existing building appearance or an economical metal panel, as selected by the Owner. - Interior finish of exposed metal framing, metal liner panels, or FRP panel, as selected by the Owner. - Pre -fabricated roof truss system with a standing -seam metal roof pitched away from the existing building. - Any exposed framing on the interior would be hot -dip galvanized steel for durability in the moist treatment plant environment. - New structure would connect to side wall of existing building, with the new roof WOODARD &CURRAN In order to develop an estimate of engineering fees, we used an approach to covering the basins that we felt would address the needs of the Town in a cost effective manner. However, if, after the evaluation stage of the project is completed, another approach is determined by the Town to be more appropriate, then the scope of services and engineering fees may be adjusted accordingly. P226627 ( TOWN OF NORTH ANDOVER, MA - FLOCCULATION & SEDIMENTATION BUILDING I WOODARD & CURRAN line at or below the existing roof line; this will prevent snow drift loads on the new building from imparting onto the existing roof structure. - Interior steel building columns would be strategically located to bear on existing basin concrete walls. - Garage door opening at the end of the structure by the driveway. - Small, high windows for natural lighting, similar to those in the filter gallery. - Interior will be an open, non -partitioned, maintenance space with no internal rooms. • Building would meet applicable Massachusetts building code requirements and applicable MassDEP drinking water treatment plant guidelines. • Interior lighting consisting of fluorescent lighting attached to the underside of the roof panels. Exterior lighting over garage door and alongside and back of building. Natural gas unit heaters. • Wall or roof -mounted fans with automatic louvers to provide ventilation in the summer months. Relocation of the existing security cameras to the exterior of the new structure. Security and fire alarm system for new structure to connect to existing plant systems. Bidding and Construction Phases Engineering services during bidding and construction will be completed as outlined in the scope of services in the RFQ. We recommend periodic site visits during con- struction to monitor progress and compliance with the contract documents. For this task, we have included 32 hours for periodic site visits. INITIAL FEES Our initial fee proposal based on the scope of services described above is: Phase Fee Evaluation of Options $15,500 Design $27,700 Bidding Services $6,900 Construction Services $13,400 Field Observation (32 Hours) $4,300 TOTAL $67,800 RATE CHART The table attached presents the hourly rates for all of the proposed professional per- sonnel that may be assigned to this project. n WOODARD & CURRAN I TOWN OF NORTH ANDOVER, MA - FLOCCULATION & SEDIMENTATION BUILDING I P226627 Massachusetts Municipal ate z5cneauie Consultant. Labor Category 1. Support Hour/ Rate - Administrative $55 - Drafter $71 - Project Assistant 11. Professional Services $85 - Technician $78 - GIS Analyst/ Consultant $80 - Technician 21 Inspector $82 - Scientist/ Technical Service Specialist 1/ Operations Specialist $85 - Engineer 1/ Geologist 1/ Control System Engineer/ GIS Developer $95 - Resident Engineer/ Engineer 2/ Geologist 2/ Scientist 2/ Geologist 3/ Scientist 3/ Designer $105 - Engineer 3/ Technical Service Specialist 2/ Senior Designer $115 - GIS App Developer/ Project Technical Specialist $130 - Project Engineer/ Project Geologist/ Project Scientist/ Assistant Planner/ GIS App Developer 2 $130 - Project Geologist 2 $133 - Project Engineer 2l Project Scientist 2 $140 - Senior Project Engineer/ Project Manager/ Technical Leader $150 - Senior Engineer/ Senior Geologist/ Service Manager $160 - Project Manager 2 $175 - Senior Project Manager $190 - Principal/ Senior Vice President/ Vice President/ LSP This Rate Schedule is confidential and for customer internal use only. W&C reserves the right to adjust billing rates each� arch st, y an average o 5 o. $195 EXPENSE CATEGORY Travel' Out of Pocket (consumable field supplies, etc.) Records from Outside Sources Subcontracts (lab tests, drilling, etc.) Equipment Rental 1. Mileage rate will change as the federal allowable rate is modified. .555/mile At Cost At Cost At Cost Plus 10% At Cost Plus 10% P226627 I TOWN OF NORTH ANDOVER, MA - FLOCCULATION & SEDIMENTATION BUILDING I WOODARD & CURRAN f� WOODARD & CURRAN ( TOWN OF NORTH ANDOVER, MA - FLOCCULATION & SEDIMENTATION BUILDING I P226627 Town of North Andover MASSACHUSETTS Engineer Design Services Flocculation & Sedimentation Building for WTP March 2013 ORIGINTAL �• 5 March 7, 2013 Mr. Raymond T. Santilli Assistant Town Manager North Andover Town Hall 120 Main Street North Andover, Massachusetts 01845 Five Centennial Drive Peabody, MA 01960-7985 tel: 978-532-1900 fax: 978-977-0100 www.westonandsampson.com planning, permitting, desn, construction, operation, maintenance W. Pson� RE: Response to Request for Initial Fee Proposal Engineer Design Services — Flocculation & Sedimentation Building Dear Mr. Santilli: ORT-I'YAL Weston & Sampson appreciates this opportunity to present to the Town of North' Andover this Initial Fee Proposal to provide Engineering Design Services in support of the Flocculation & Sedimentation Building Project. As instructed in your Request for Qualifications (RFQ), we have provided this Initial Fee Proposal separately from our Technical Qualifications. The following is a breakdown of fees for the different projects tasks. Please note that each task is dependent on the preliminary design criteria selected by the Town, therefore price ranges have been provided. In addition, subconsultant fees have not been included as the level of effort of any subconsultants (if needed) will be determined during the preliminary design of this project. Task 1 — Preliminary Design $18,000 - $25,000 Task 2 — Final Design $15,000 - $25,000 Task 3 — Bidding $2,000 - $3,000 Task 4 — Construction Engineering Services $8,000 - $15,000 In addition, attached please find a copy of Weston & Sampson's standard billing rates and staffing categories as per our current Contract for Professional Engineering Services with the Town. All fees and rates are negotiable based on mutually agreed upon services and level of efforts. We look forward to the opportunity to work with you on this project. If you have any questions concerning this qualifications package, please contact me directly by phone at (978) 532-1900 or via e-mail at adamsb@wseinc.com. Our sincere wishes for a successful project, WESTON & SAMPSON Bruce Adams, PE Vice President Massachusetts Connecticut New Hampshire Vermont New York Pennsylvania New Jersey South Carolina Florida When its essential ... irs weston&sampson.® s% lu Town of North Andover Engineer Design Services Flocculation & Sedimentation Building for WTP INITIAL FEE PROPOSAL HOURLY BILLING RATES Weston & Sampson will conduct the work under this contract in accordance within the hourly billing rate ranges presented below for each labor category. Actual rates charged within the billing ranges will depend on the actual salary rates of the personnel assigned to each project. Personnel/Position Total Hourly Rate Range PrincipalNice President/Associate $170 - $225 Project Manager/Senior Project Manager $130 - $180 Senior Engineer/Senior Geologist/Senior Scientist $110 - $135 Architects/Landscape Architects $ 80 - $140 E ng i nee r/G eolog ist/Hyd rog eolog ist/Scientist $ 80 - $115 Survey/CAD Operator/GIS Specialist $ 65 - $135 Resident Representative Construction Services $ 80 - $135 Technician/Administrative Assistant/Co-Op $ 50 - $105 Weston & Sampson performs an annual rate review and salary adjustments as of January 1St of each calendar year. We, therefore, anticipate requesting an adjustment on hourly rates for various individuals as of January 1, 2014. EXPENSES Weston & Sampson will invoice for direct expenses including printing, testing services, shipping costs, subconsultants, and other identifiable direct costs at a rate of 1.10 times actual costs. www.westonandsampson.com Westo2�Sampsnn� Town of North Andover Engineer Design Services Flocculation & Sedimentation Building for WTP TABLE OF CONTENTS Following Page Cover Letter SECTION 1 Designer Selection Board Application SECTION 2 Key Personnel Resumes SECTION 3 Scope of Work, Work Plan, and Schedule SECTION 4 Response to Evaluation Criteria SECTION 5 Statement of Legal Proceedings SECTION 6 Insurance Certificates SECTION 7 Evidence of Financial Stability SECTION 8 Required Certifications Under Separate Cover Initial Fee Proposal www.westonandsampson.com westoampson® Five Centennial Drive Peabody, MA 01960-7985 tel: 978-532-1900 fax: 978-977-0100 www.westonandsampson.com planning, permitting, design, consiction, operation, maintenance W8010,1►npson® March 7, 2013 Mr. Raymond T. Santilli Assistant Town Manager North Andover Town Hall 120 Main Street North Andover, Massachusetts 01845 RE: Response to Request for Qualifications Engineer Design Services — Flocculation & Sedimentation Building Dear Mr. Santilli: Weston & Sampson has the expertise and resources needed to provide a sound, sustainable, and cost-effective design for the installation of a pre-engineered structure at the town's water treatment plant. With more than a century of professional consulting experience for municipal clients, Weston & Sampson has provided planning, engineering, design, and construction consulting services for more than 50 municipal water treatment plants and for more than 60 municipal operations facilities. Our experience includes pre-engineered metal and fabric structures as well as conventional building expansion design and construction. We are confident that our knowledge of the treatment plant site, understanding of the town's needs, and practical facility design and construction experience provide our team with the qualifications necessary to help you determine the most appropriate structure for your needs. We offer the following information regarding our qualifications for your project: Relevant Experience: Weston & Sampson specializes in site selection, planning, design, and construction administration for public works operations facilities, and has built a portfolio of more than 60 municipal department of public works (DPW) projects across New England over the past decade. -A significant portion of our past experience has centered on helping municipal clients who were operating outdated, inadequate public works facilities to identify the most cost-effective and sustainable structures to house these operations. Experienced Team: Weston & Sampson has committed a highly qualified team to your project. Our proposed principal -in -charge, Bruce Adams, PE, has more than 30 years of water system engineering project management experience. Our project manager, Tara McManus, PE, has 10 years of experience working directly with the Town on numerous design and construction projects, and our facilities specialists, Jeffery Alberti, LEED°AP, and James Fair, PE, are experienced with the design of a range of pre-engineered buildings. We are just finishing the construction of a fabric structure at the Wellesley Transfer station, and- have completed other fabric structures to improve operations and storage at municipal facilities in Weston, Needham, and Westerly (RI). We have also designed pre-engineered metal buildings for Brockton, Charlton, Lynnfield, Needham, and Wayland to name a few. We look forward to the opportunity to discuss our approach with you. If you have any questions concerning this qualifications package, please contact me directly by phone at (978) 532-1900 or via e-mail at adamsb@wseinc.com. Our sincere wishes for a successful project, WESTON & SAMPSON Bruce Adams, PE Vice President Massachusetts Connecticut New Hampshire Vermont New York Pennsylvania New Jersey South Carolina Florida When it's essential... its WestonMampson.® a o 0 0 a o 0 0 a D D O D O � C7 Q [� � Q � Q � a� cc CL M C) N L, m a) LL N co n E ca o— -..-. ,-. 1 — — — LL c a) ❑❑a D ------v- cu U L Ln N d7 COIMI� Cl) CL 01 > C Q W O O N E m L O N N fo O -� O O N cmCL cm M ca L o U) � N m a) a) w 0 (70_=O H 3 ( c v) (n U) .0 E:� E vi Q d d Q E N N p — — — — — .-. .-. ,-. 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C) E cC cm O J N 1 O U >' C C as Z 'a a) .� c0 t ._ Z •� Z -c co N (j C aUi oUU c' "c Ca a i� _ °W SON LU E a m a) cu E a, O E `o o n N O N= :,. cu a) U n v cn a c .� cn ' t Q is 0 C C cC C cn . U- a N a n '= a d N N Q O m N .6 a) a) O a) O .� c C p 0 CC] N t R J ca cu C C c c as tm' En O cz V O ca O y D� a.y cnww cn 'O c o a) �w_0 `i ? I ATTACHMENT A Question 12: Have monies been paid by you, or on your behalf, as a result of Professional Liability Claims (in any jurisdiction) occurring within the last 5 years and in excess of $50,000 per incident? Answer YES or NO. If YES, please include the name(s) of the Project(s) and Client(s), and an explanation (attach separate sheet if necessary). Yes. Project: Newton Water Main Project Client: Schwartz, private homeowner Explanation: Homeowner suffered water damage in basement from improperly transferred water service. Weston & Sampson paid $55K to settle. Project: Cambridge Street Sewer Client: Department of Conservation and Recreation Explanation: Contractor payment change order dispute. Weston & Sampson' paid $110k to settle. www.westonandsampson.com estoraampson® ATTACHMENT E Question 15. Names of All Owners (Stocks or Other Ownership): J. Scipione, PE, President 42541 Engineer . kiMichael 7.7 Francis W. Yanuskiewicz, Senior Vice President - Engineer 7.7 Patrick J. Connelly, PE, Chief Operating Officer 31458 Engineer 7.7 John A. Bocchino, President (WSS) -- WSS 6.5 Peter M. Smith, PE, Corporate Risk Manager 29402 Engineer 3.5 Prasanta K. Bhunia, Ph.D., LSP, Vice President 2999 Licensed Site Professional 5.0 Robert A. Goober, PE, Vice President 33837 Engineer 5.0 Bruce W. Adams, PE, Vice President 35752 Engineer 5.0 John A. Hume, PE, Associate 38081 Construction Manager 2.4 Donald G. Gallucci, PE, Vice President 37973 Engineer 2.8 Eugene R. Bolinger, RLA, Vice President 906 Landscape Architect 2.9 Kenneth J. Bisceglio, PE, Vice President 8922 (VT) Engineer 0.6 Barbara K. Cook, PE, Vice President 35759 Engineer 2.4 Kent M. Nichols, PE, Vice President 47273 Engineer 2.0 Christopher B. Wester, PE, Vice President 46406 Engineer 1.4 Francis M. Ricciardi, PE, LSP, Program Manager 41689/5586 Engineer / Licensed Site Professional 0.1 Jeffrey F. Budrow, PE, Regional Manager 35265 Engineer Robert L. Horner, PE, Regional Manager 13416 (SC) Engineer Richard J. Messer, PE, Associate 34388 Engineer 2.4 Mark P. Mitsch, PE, Associate 46681 Engineer 2.4 Steven K. Pedersen, PE, Associate 38295 Engineer 2.0 Daniel E. Sheahan, PE, Associate 6259 (VT) Engineer 1.7 George D. Naslas, PG, LSP, Associate 6524 Licensed Site Professional 1.9 Blake A. Martin, Associate -- Hydrogeologist 1.3 John H. Wagner, RLA, Associate 1269 Landscape Architect 2.3 Hillary Lacirignola, Associate 47992 Engineer David M. Elmer, PE, Associate 41507 Engineer 0.3 Daniel R. Lawrence, PE, Associate 19828 (CT) Engineer 0.2 Laurence F. Keegan, PE, Team Leader 33708 Engineer 1.0 John A. Figurelli, LEP, Team Leader 335 (CT) Licensed Environmental Professional 0.4 Duane C. Himes, PE, Team Leader 32336 Engineer 0.2 Jeff J. Alberti, LEED, Team Leader -- Engineer 0.1 Jeffrey W. McClure, PE, Team Leader 41836 Engineer 0.1 Carl W. Stone, PE, Team Leader 069583 (NY) Engineer 0.1 Cheri F. Ruane, RLA, Team Leader 1220 Landscape Architect 0.1 Leah E. Stanton, PE, Team Leader 45779 Engineer 0.1 Christopher M. Perkins, PE, Program Manager 41460 Engineer 0.1 Stephen P. Wiehe, PG, Team Leader 1904 (FL) Engineer 0.1 Kipling R. Gearhart, PE, Team Leader 17309 (SC) Engineer 0.1 Rick W. Spurr, CADD Manager -- CADD 0.1 Colleen A. Manning, Human Resources -- Human Resources 0.1 Jeff D. Theberge, IT Manager -- Information Technology 0.1 www.westonandsampson.com ATTACHMENT B Kimberly A. Plourde, Marketing Manager -- Marketing Manager 0.1 Peter A. Guarnieri, Art Director -- Art Director 0.5 Wallace W. Bruce, Senior Operator (WSS) -- WSS 0.3 John W. Mitchell, Technician/Operator (WSS) -- WSS 0.5 John L. Howard, Senior Operator (WSS) -- WSS 0.1 Raymond F. Gelinas, Operations Specialist (WSS) -- WSS 0.2 Stephen J. Richard, PE, Project Manager (CMR) 45394 WSS 0.4 John J. Ellis, General Manager (CMR) -- WSS 0.5 V. Salvatore Ferrara, Technician/Operator (CMR) -- WSS 0.1 Paul E. Colson, Technician/Operator (CMR) -- WSS 0.1 Sally Smith, Construction Services Coord. (CMR) — CMR 0.1 L. Reed Soley, General Manager (CMR) -- CMR 0.5 James Arrigal, Senior Resident Representative CMR CMR 0.1 Greg Pion, Senior Resident Representative (CMR) -- CMR 0.2 Ralph E. Galeota, General Manager (CMR) -- CMR 0.1 WSS — Weston & Sampson Services, Inc. CMR — Weston & Sampson Construction, Maintenance & Repair, Inc. www.westonandsampson.com st®O Background 2000 -Present Vice President Weston & Sampson 1996-2000 Associate Weston & Sampson 1993-1996 Project Manager Weston & Sampson 1989-1993 Senior Project Engineer Weston & Sampson 1984-1989 Project Engineer Weston & Sampson 1981-1984 Environmental Engineer Weston & Sampson 1980-1981 Engineering Aide New Jersey Dept. of Transportation Education 1981 Bachelor of Science Civil Engineering University of New Hampshire Professional Registration Professional Engineer: Massachusetts #35752 New Hampshire #7097 Professional Societies BRUCE W. ADAMS, PE EXPERIENCE r. Adams is experienced in the study, design, and construction of water supply, treatment, storage, and distribution system facilities, as well as the design and construction of roadways. Studies completed by Mr. Adams include water distribu- tion system master plans, investigations to locate new groundwater supply sources; evaluation of existing supply and distribution systems; pilot studies for treatment of supplies; corrosion in water distribution systems; and fea- sibility of municipal purchase of private water companies. Principal -in -Charge Mr. Adams' background also includes numerous computer- aided analyses of water distribution systems. Mr. Adams' design experience includes water treatment plants, well and booster pumping stations, water storage tanks, and water mains. He is also experienced in on-site construction inspection and construction management, and the development of public awareness programs. SPECIFIC PROJECT EXPERIENCE Project Manager for the design and construction of a 3.5-mgd conventional water treat- ment plant for Westborough, Massachusetts. This treatment facility will treat water from Sandra Pond and three wells. The project includes the construction of a new water treatment facility, the renovations of the existing Sandra Pond pump station, and several miles of transmission main. Project Manager for the design and construction administration of the Peabody, Mas- sachusetts water treatment plant. The 6-mgd Trident plant was designed to fit within an existing turn -of -the -century pumping station. Other project components included a raw water pumping station, recycle pumping station, residual holding basins, two new screened intakes, water mains, cleaning and lining, and rehabilitation of a 3 -mg storage tank. American Society of Civil Engineers Boston Society of Civil Engineers Project Manager and Engineer for the various well pumping and chemical treatment American water works Assoc. stations and water storage tank painting and water main improvement projects for New England Water Works Assoc. Walpole, Massachusetts. Papers & Presentations Project Manager for water system improvements for Wrentham, Massachusetts, includ- March 2005 ing design of new wells, chemical treatment stations, water.mains, and dam improve - "Utility Asset Management," ments. Extensive permitting was completed including Chapter 91 licenses, 401 water presented to the Massachusetts quality certificates, and acheaological surveys for the projects. Funding included the Water Works Association/Plymouth Department of Environmental Protection's (DEP's) State Revolving Fund (SRF) and County water Works Association Department of Environmental Management (DEM). January 2005 "Protect and Improve Your Water Project Engineer/Manager for the design often steel standpipes, reservoirs, and el- and Sewer Systems at Developer evated tanks in the Massachusetts communities of Blackstone, Gardner, Gloucester, Expense," presented at the Newburyport, Peabody, Somerset, Southbridge, and for the Rhode Island Port Author - Massachusetts Municipal Association ity. Also designed four prestressed concrete tanks in Gardner, Littleton, and Wenham, Annual Conference Massachusetts. Responsibilities included sizing and siting of the tanks. J/Resumes/adamsb/mmter.pmd OM IRPS91/® Project Manager for water system studies for Belmont, Blackstone, Peabody, Quincy, Reading, and Scituate, Massachusetts; and Concord and Hudson, New Hampshire. These studies included distribution system hydraulic analyses and the development of capital improvement plans. Project Manager for the water system evaluation and capital improvements engineer- ing for the City of Chelsea, Massachusetts. The comprehensive evaluation of the water distribution system resulted in a 20 -year capital improvement plan to replace or clean and line all of the city's unlined water mains. Mr. Adams also acts as the project di- rector for all water and sewer related projects and issues in the city. The city is well into its $2 million per year capital improvement plan, which includes replacement and rehabilitation of the water, sewer, drain, and roadway systems. Project Manager for the water system evaluation study and capital improvements for the Dedham -Westwood Water District. The study included a complete distribution system hydraulic analysis using H2ONet. Water system improvements designed in- clude water treatment plant improvements, six new pumping stations, painting two standpipes, replacing a gravel packed well, redeveloping eight wells, and many miles of new water mains. Mr. Adams' responsibilities also included reviewing developers' plans, and generating a water connection fee schedule, an aquifer protection plan, and a Zone II evaluation. J rl tiJ n J M rJ Project Engineer for the MWRA's WASM 3 to Shaft 7 Connecting Mains Routing Study. The purpose of the project is to study potential routes for approximately 50,000 feet of 36 through 48 -inch High Service water main to connect an improved Cochituate J Aqueduct near Shaft 7 with WASM 3. rlI J J/Resumes/adamsb/mastei.pmd ONO OMPS®17® rj I U BRUCE W. ADAMS, PE Papers & Presentations Principal -in -Charge May 21, 2003 "Easy to Use Tool to Analyze and Set Water (and Sewer) Rates," presented at Project Manager for several water storage tank demolition projects in the cities and the CT Section of AWWA Annual towns of Abington, Littleton, Newburyport, Peabody, Quincy, and Somerset, Massachu- Conference in Woodstock Vermont setts. Three of these projects involved assisting with the removal of lead -contaminated May 9, 2001 soil that was classified as hazardous and special waste. "Steel Water Tanks -Lead Paint, Cellular Towers, and the Neighbors," presented Project Manager for water system improvements for the City of Quincy, Massachusetts. at the EnviroEXPO in Boston, Projects included a comprehensive evaluation of the distribution system, a 30 -year Massachusetts capital improvement plan to replace or clean and line all of their unlined water mains, January 1994 a new booster pumping station and water storage tank painting. Mr. Adams also acts "Cleaning and Lining: Effective as the city's consultant for all water related problems and issues, and actively presents Planning and Execution" presented projects at public and city council meetings. at the New England Water Works Association Project Engineer for the evaluation and design of over three miles of 48 -inch, 60 -inch, May 1992 and 72 -inch diameter water mains including the analysis of alternative pipeline and "Replacement of Gardner's Open tunnel routings, for the MWRA's Spot Pond pipeline. The pipelines pass through Reservoir In Situ" three communities, MDC controlled land, and a potentially sensitive historical area. presented at the Massachusetts The pipeline route includes extremely congested roadways and parkways, residential Water Works Association neighborhoods, and protected recreational areas. Many existing local water mains, sew - September 1988 ers, and drains were replaced and streets, sidewalks, and curbs were reconstructed to "Downtown Study of the City of their full depth. Sidewalks and ramps were brought up to Americans with Disabilities Boston" presented at the American Act (ADA) standards. Water Works Association Distribution System Project Manager for water projects for the Town of Belmont. Completed projects include Symposium a master plan with a 25 -year capital improvement plan, as well as eight water main improvement contracts. Project Manager for water system studies for Belmont, Blackstone, Peabody, Quincy, Reading, and Scituate, Massachusetts; and Concord and Hudson, New Hampshire. These studies included distribution system hydraulic analyses and the development of capital improvement plans. Project Manager for the water system evaluation and capital improvements engineer- ing for the City of Chelsea, Massachusetts. The comprehensive evaluation of the water distribution system resulted in a 20 -year capital improvement plan to replace or clean and line all of the city's unlined water mains. Mr. Adams also acts as the project di- rector for all water and sewer related projects and issues in the city. The city is well into its $2 million per year capital improvement plan, which includes replacement and rehabilitation of the water, sewer, drain, and roadway systems. Project Manager for the water system evaluation study and capital improvements for the Dedham -Westwood Water District. The study included a complete distribution system hydraulic analysis using H2ONet. Water system improvements designed in- clude water treatment plant improvements, six new pumping stations, painting two standpipes, replacing a gravel packed well, redeveloping eight wells, and many miles of new water mains. Mr. Adams' responsibilities also included reviewing developers' plans, and generating a water connection fee schedule, an aquifer protection plan, and a Zone II evaluation. J rl tiJ n J M rJ Project Engineer for the MWRA's WASM 3 to Shaft 7 Connecting Mains Routing Study. The purpose of the project is to study potential routes for approximately 50,000 feet of 36 through 48 -inch High Service water main to connect an improved Cochituate J Aqueduct near Shaft 7 with WASM 3. rlI J J/Resumes/adamsb/mastei.pmd ONO OMPS®17® rj I U TARA E. MCMANUS, PE Background 2011 -Present Project Manager Weston & Sampson EXPERIENCE 2009-2011 Project Engineers. McManus is an engineer for our water, waste - Weston & Sampson water and drainage projects and has extensive experience in the study, design, and construc- 2001-2009 tion of water supply, storage, distribution, metering, and Engineer treatment systems. In addition, she has experience with Weston &Sampson concept plans, specifications, permitting, applying for Education State and Federal funding, cost estimating, and AutoCAD. 2000 Bachelor of Science Civil Engineering Union College Professional Certifications American Water Works Association New England Water Works Association Massachusetts Water Works Association Professional Registration New Hampshire (No. 13327) Professional Training 10 -Hour OSHA Construction Health & Safety Training SPECIFIC PROJECT EXPERIENCE Project Engineer for the evaluation and design of water treatment plant metering and residual collection system rades u datin of the T? or enc Action Plan for the Project Manager upg , p g g Y Lake Cochichewick Dam; design of the Bradford Standpipe Improvements, Eastside Sewer Replacement, and Water System Interconnections Projects; design and construc- tion coordination of the Sutton Hill Phases II and III PRV Installation Projects and Phase II, III, and IV Water Meter Replacement Projects; design, bid, and construction of the Adams Avenue and Autran Avenue Drainage Projects; the design, bid, and construction of several Water Main Replacement Projects, the Foxwood Water Booster Pump Station Improvements Project, the Lake Cochichewick Outlet Structure and Dam Project, the 2006 SRF funded Water Storage Tanks Project, and the Water Treatment Plant Security Cameras and Fencing Projects for the Town of North Andover, Massachusetts. Con- tributed to the development of system -wide water, sewer, and drainage GIS mapping; coordinated reporting and stormwater mapping for the NPDES Phase II Stormwater 5 -year general permit requirements; coordinated and evaluated pressure and flow testing in problematic areas throughout the town; analysis and recommendations for distribution system improvements of new residential and commercial developments; applied for and currently completing a water audit, large meter testing and calibration, water conservation retrofits, and leak detection program under the 2010 MassDEP funded Water Conservation Grant. Project Engineer for the design, bid, and construction of the 2009 ARRA funded Water Storage Tanks, the 2009 ARRA funded Water Treatment Residuals Handling Facilities and System -Wide Master Plan Update, and the 2007 SRF funded Water Main Replace- ment Projects; the construction of the Hingham Street Reservoir Expansion Project; applied for and currently completing a water audit, leak detection program, water rate study and public outreach initiative under the 2010 MassDEP funded Water Conserva- tion Grant; and the analysis and recommendation for distribution system improvements of new residential and commercial developments for the Abington & Rockland Joint Water Works. Project Engineer for the design and construction administration of the SRF funded South Main Street (Route 125) Cleaning and Lining and Water Main Replacement Project incorporated in the MassDOT's Route 125 Drainage Improvements and Road- way Reconstruction Project for the City of Haverhill, Massachusetts. Applied for and completed a water audit and leak detection program funded by a MassDEP Water Conservation Grant. Project Engineer for the design, bid, and construction of the 2004 SRF funded Water Treatment Plant Intake and Reservoirs Improvement Project for the Town of Southbridge, Massachusetts. Applied for and completed a water audit and leak detection program funded by a MassDEP Water Conservation Grant. T/Resumes/McManus/General Photo Vit® mpsono TARA E. MCMANUS, PE Project Manager Project Engineer for the Department of Environmental Management's (DEM's) Lamson House project. This project included the design of a water collection and treatment system for a historic house located at Bradley Palmer State Park in Topsfield, Mas- sachusetts. Project Engineer for the design of the Route 2 Water Main Improvements Project for inclusion in MassDOT's Route 2 Highway Improvements Project; completing water system distribution mapping updates for the Town of Lincoln, Massachusetts. Project Engineer for the design of the SRF funded North Main Street Water Main Improvements Project and construction oversight of the Stafford Street Water System Interconnection Project for the Town of Charlton, Massachusetts. Project Engineer for preparing Drinking Water Infrastructure Needs Survey Assessments (DWINSA) for the Towns of Abington, Rockland, and Swampscott through MassDEP's Water Pollution Abatement Trust. Project Engineer for the Washington Street Water Main Design Project and Meter Vault Installation in Dedham, Massachusetts for Lowe's Companies, Inc. Project Engineer for the design, bid, and construction of the Westwood Water Trans- mission Main Design Project for the Dedham -Westwood Water District. Engineer for the design of the Washington Street and Route 128 Crossing Water Main Replacement Projects and assisted with resident inspection training for the District's employees. Engineer for the design of the Route 9 (Boylston Street) Water Main Replacement Project for the City of Newton, Massachusetts. Resident Representative for the replacement of water mains under the Main Avenue and Strawberry Field Sewer Project in Warwick, Rhode Island. Engineer for a well replacement project in North Kingstown, Rhode Island including evaluating site improvements and generating pump station record drawings. Engineer for the Southeast Drainage Area Improvement Project in East Providence, Rhode Island. Engineer for flow testing data collection and hydraulic analysis of Aquarion Water Company's storage and distribution system in Hampton, New Hampshire. Involved in recommendations and design of distribution system improvements based on results of hydraulic modeling. Engineer for the design of several water main replacement projects as part of a capital improvements plan in Belmont, Massachusetts. Performed construction administra- tion and resident inspection services for the Falmouth Area and Blanchard Road Area Water Main Replacement Projects. Engineer for the Quincy Shore Drive Phase I Sewer, Sachem Street Drainage Improve- ments, Phase A-5 Hospital Hill Area Water Main Replacement, and Beale Street Area Water Main Replacement Projects in Quincy, Massachusetts. J n J n 1 J r_1 J 7 J J 7 I L! J n J n v T/Resumes/McManus/General Photo yM AMpS®11® /--1 U Background 2007 -Present Team Leader Weston & Sampson 2006-2007 Project Manager Weston & Sampson 1992-2006 Gannett Fleming Education Bachelor of Science Civil Engineering Villanova University, 1992 Professional Registration LEEDO Accredited Professional T:\Marketing\Restimes\WSE\AlbertiJ JEFFERY J. ALBERTI, LEER®AP Building Design - Engineering EXPERIENCE r. Alberti is a Project Manager involved with the planning, design, and preparation of feasibility studies and contract documents, plans, specifica- tions, and cost estimates for a variety of civil, transportation, and facility projects. Work assignments involve collecting data, performing concept studies and preliminary and final designs, and providing construction -phase services. He specializes in the planning, design, and construction Department of Public Works (DPW) facilities. SPECIFIC PROJECT EXPERIENCE Renovations and Additions to an Existing DPW Facility, Falmouth, Massachusetts, Project Manager responsible for the design of renovations and additions to the existing Falmouth DPW facility. Work included interviewing DPW personnel to develop a space needs assessment for the facility. Services included designing renovations that involved upgrading building systems to meet current codes and providing interior changes to the facility layout. Services also included designing a two-story administration addi- tion attached to the front of the building and a separate vehicle and equipment storage garage addition attached to the rear of the building. Site Selection and the Design of a New Consolidated Public Works Facility, Bedford, Massachusetts, Project Manager responsible for performing a feasibility study and se- lecting a site for a new facility for the Bedford DPW. Work involved performing a space needs assessment to determine the minimum facility and site requirements. This data was then used to review and analyze Town -owned property for its potential use by the DPW. The data was also used to analyze privately owned property for potential purchase by the Town. Work involved preparing a conceptual site plan, a building plan, and cost estimates for the final feasibility report, as well as a preliminary Chapter 34 building analysis report for the potential reuse of an existing structure. Work also involved preparing final plans and specifications for public bidding, bid phase services, and construction administrations services for the project. Design of a New Vehicle Storage Garage for the DPW Water and Sewer Building, Wake- field, Massachusetts, Project Manager responsible for performing a feasibility study for a new Water and Sewer Department building and preparing construction documents for the selected alternative for bidding in accordance with Massachusetts General Laws Chapter 149. Work included developing several building alternatives and cost estimates for a new facility. Upon receiving approval from the Town, our firm prepared construction documents and obtained the necessary permits. The building consists of a pre-engineered metal building capable of providing heated, covered storage for the Water and Sewer Department's vehicles and equipment. Design and Construction Administration Services for a DPW Headquarters and Opera- tions Building, Dennis, Massachusetts, Project Engineer responsible for a space needs assessment and the design for a new DPW headquarters and operations building. Work involved performing departmental interviews of DPW employees, developing a vehicle inventory list, and performing a functional analysis of the existing facility and the DPW. Work also included supervising the production of the final plans, specifications, and estimates for bidding and providing construction -phase services. 1'�•�i JEFFERY J. ALBERTI, LEED®AP Building Design - Engineering Highway Department Garage, Westhampton, Massachusetts, Project Manager responsible for design and construction -phase services for a new 8,400 -square -foot, pre-engineered metal building to support the Town of Westhampton's Highway Department. The facility consists of an administration area, a vehicle maintenance area, a wash bay, and a general storage area and was designed to allow for both vertical and horizontal expansion. New DPW Operations Facility, Franklin, Massachusetts, Project Manager responsible for planning, design, and construction -phase services for a new 32,000 -square -foot public works facility and the renovation of 22,000 square feet of existing garage space. The new $8 million facility will provide spaces for administration, vehicle maintenance, the indoor storage of construction vehicles, shop operations, and the storage and handling of materials. Additional relevant projects include: ■ Feasibility Study for a New Public Works Facility, Belmont, Massachusetts ■ New Public Works Facility, Lexington, Massachusetts ■ Highway Garage Feasibility Study, Buckland, Massachusetts ■ DPW Facility Renovations and Additions, Winchester, Massachusetts ■ DPW Operations Facility Addition, Framingham, Massachusetts ■ New Consolidated DPW Facility, Chatham, Massachusetts ■ Feasibility Study for a Combined Public Works Facility, Hopkinton, Massachusetts ■ Feasibility Study for a New Public Works Facility, Bellingham, Massachusetts ■ Feasibility Study for a New DPW Addition, Lynnfield, Massachusetts ■ Feasibility Study and the Design of a Combined Public Works Facility, Southbridge, Massachusetts ■ DPW Operational Analysis, Jamestown, Rhode Island ■ Groundwater Remediation Facility, Somerville, Massachusetts ■ Commuter Rail Maintenance Facility (Boston Engine Terminal), Somerville, Massachusetts ■ Commuter Rail Maintenance Facility Maintenance Management Plan, Somerville, Massachusetts ■ Fitchburg Main Line and Yard 14 Improvements, Somerville, Massachusetts ■ Orange Line Haymarket Station, Boston, Massachusetts ■ Central Artery/Tunnel (I-90), Fort Point Channel Crossing, Boston, Massachusetts ■ Light Rail Accessibility Program, Boston, Massachusetts ■ Floodplain Replacement, Haverhill, Massachusetts ■ Design and Construction Administration Services for a DPW Storage Garage, Stoneham, Massachusetts ■ New Operations Center, Taunton, Massachusetts ■ Feasibitlity Study for a New Consolidated Public Works Facility, Braintree, Massachusetts ■ DPW Renovations/Expansion, Canton, Massachusetts ■ Planning Study for a New Emergency Medical Service (EMS) Maintenance Facility, Boston, Massachusetts ■ Feasibility Study and Schematic Design for a New DPW Facilities Complex, Northampton, Massachusetts ■ New/Renovated DPW Complex, Stoughton, Massachusetts ■ Site Evaluation for a Consolidated DPW Facility, Chelmsford, Massachusetts ■ New Public Works Facility, Weston, Massachusetts ■ Feasibility Study for a New Public Works Facility, Danvers, Massachusetts ■ Rehabilitation/Expansion of the DPW Administrative Facility, North Attleborough, Massachusetts ■ Feasibility Study and Schematic Design for a Consolidated DPW Facility, Yarmouth, Massachusetts J M I LJ n LJ L) T:\Marketing\Resumes\WSE\Alberti) 8010fi///p88//e I--' Background 2003 -Present Project Manager Weston & Sampson 2001-2003 Senior Engineer Weston & Sampson 2000-2001 Engineer Lynnfield Engineering, Inc. 1998-2000 Engineer Whitman, Requardt and Associates, LLP 1995-1998 U.S. Army Corps of Engineers Aberdeen Proving Grounds, Maryland Education 1994 Master of Science Civil Engineering Clarkson University 1992 Bachelor of Science Civil/Environmental Engineering Clarkson University Professional Registration Professional Engineer: Massachusetts No. 46434 Maryland No. 23439 Professional Training 10 -Hour OSHA Construction Safety Training EPA Certified Third -Party Inspector Resutnes/Fair/DPW Industrial 1.11 JAMES R. FAIR, PE Building Design - Engineering EXPERIENCE r. Fair has over 17 years of industrial engineering design experience and has provided engineering services on numerous public facility projects. He has developed particular expertise in the selection and design of specialized industrial equipment / structures associated with DPW fleet maintenance and operations. He has been actively working on several DPW audits, assessments, and facility improvement projects. Mr. Fair has also provided engineering services on numerous facil- ity assessments, water and wastewater utility projects, landfill -related projects, and environmental remediation and construction projects. SPECIFIC PROJECT EXPERIENCE New DPW Facility, Lexington, MA. DPW industrial equipment design work. Designed and provided construction oversight for new fleet maintenance operations including heavy duty vehicle lifts, state of the art lubrication distribution system, automated ve- hicle wash with a rainwater harvest system, along with a new vehicle fueling system with a new fuel island and overhead canopy. New DPW Facility, Weston, MA. DPW Industrial equipment design work. Prepared the industrial equipment design for new facility, work included providing 5 ton capac- ity bridge and mono -rail cranes, a new lubrication distribution system, a new vehicle fueling system, along with new tire maintenance, vehicle wash and multiple vehicle lifting systems. Work also includes assessing and providing a new Diesel Exhaust Fluid dispensing system to meet current emission regulations. Private Client. Industrial equipment design associated with multiple new fleet main- tenance facilities being developed by regional private utility company. Responsible for the industrial engineering design for several fleet consolidation projects. Work includes relocating and installing existing vehicle lift and lubrication systems, along with design- ing/installing new waste oil management systems, vehicle exhaust systems, overhead lifting systems, and improvements to the existing vehicle wash systems. Work also includes assessment of other existing vehicle maintenance and welding shop opera- tions and making "big picture" recommendations to improve the safety and efficiency of these facilities, along with cost estimating services. New DPW Facility, Northampton, MA: Providing industrial equipment design services for this new facility. Work includes designing a new vehicle fueling system, vehicle lubrication distribution system, two new heavy duty lifts, overhead lifting services, welding and vehicle exhaust systems, along with new hydraulic presses, lathes, and other shop equipment. Work also includes designing storage systems such as pallet racks, shelving/bin storage, tire racks, and canti-lever racks. Automated Vehicle Wash, Boston, MA. Responsible for designing a state of the art automatic vehicle wash system for Boston Central Maintenance Facility. Work in- cludes the design of the automated system to accommodate a vehicle fleet of over 2,000 vehicles, including heavy duty salt trucks and police cruisers. The system will be designed to allow multiple vehicle wash options, tracking/authorization of users, water reclaim, a heat reclaim system that captures used wash water to help defray energy costs, along with an undercarriage wash, a potential rain harvest system, and all associated permitting. J �;�%ail, I f Resumes/Fair/DPW Industria11.11 .TAMES R. FAIR, PE Building Design - Engineering DPW Facility Site Selection Study, Boxford, Massachusetts. Assistant Project Manager for a project which assessed two potential sites on a town -owned parcel. Work included siting of the building and support functions on each site, identifying potential access roads to each site, evaluating the subsurface conditions of one site, identifying both regulatory and physical restricting factors for each site, and preparing conceptual costs estimates for each alternative. New Consolidated DPW Facility, Waterbury, CT. Responsible for designing industrial fleet maintenance equipment including vehicle lifts, lubrication distribution systems, automatic vehicle wash, overhead crane systems, vehicle fueling operations and salt storage facilities. Work also includes the design of the welding shop, carpentry shop, and several other workshop and warehouse areas with pallet racks and heavy duty storage shelves/systems. Also serves as the Assistant Project Manager for program- ming study and preliminary design for overall DPW operations. Provided Services to the following Department of Public Works and private sector organizations: • Town of Andover, MA • Town of Barnstable, MA • Town of Billerica, MA • City of Boston, MA • Town of Boxford, MA • City of Brockton, MA • Town of Canton, CT • Town of Charlton, MA • Town of Chelmsford, MA • Town of Danvers, MA • Town of Grafton, MA • Town of Granby, CT • Town of Hopkinton, MA • Town of Lexington, MA • Town of New Castle, NY • City of Newburyport, MA • City of Northampton, MA • Town of Northborough, MA • Town of Rockport, MA • City of Springfield Water and Sewer Commission, MA • City of Springfield DPW, MA • Town of Wayland, MA • City of Waterbury, CT • Town of Westbrook, CT • Town of Westwood, MA • Town of Weston, MA • Town of Whitman, MA • Town of Windham, CT • Bank of America • National Grid, MA • Waste Management New England Additional project experience includes: • Spill Prevention Control and Countermeasure (SPCC) plans for multiple facilities, including the North Reading DPW Maintenance Facility, North Reading Hillview Country Club facility, Newburyport Wastewater Treatment Facility, and the Rutland Department of Public Works, among others. • Designed new fuel oil storage and pumping system for the Lynn, MA Economic Development and Industrial Corporation. Work included the removal of outdated and leaking oil storage tanks and the installation of a new 4,000 gallon double walled fire resistant above -ground tank system. • Assessed the operation of a transfer station in Winchester, MA, and recommended improvements to the management and layout of the facility. Also conducted cost analysis of solid waste management alternatives for the town, including continued operation of the transfer station. • Designed a new diesel fuel storage and pumping system for backup power gen- erators for Bank of America in East Hartford, CT. Work included installation of temporary diesel storage tank (3,000 gallon aboveground storage tank) to provide fuel storage during the removal and replacement of the existing outdated 10,000 gallon underground storage tank. It was critical that the backup power generators be kept on-line throughout the process, as the facility served as the check process- ing center for all New England banks. r1 J J u n �J 7 J �J J 7 Li �1 u J J n �J Background 2010 -Present Director of Facilities and Architecture Weston & Sampson 1980-2010 Principal Domenech Hicks & Krockmalnic Architects 1973-1980 Project Manager Jung/Brannen Associates 1971-1972 Project Designer TRO/The Ritchie Organization 1970-1971 US Peace Corps Architect Ministry of Education, Afghanistan Education D. MICHAEL HICKS, AIA Building Design - Architecture EXPERIENCE r. Hicks has 40 years of experience in various aspects of architecture, planning, and construc- tion. Throughout his career, he has practiced with several well-known architectural firms in Boston, after having served as a Peace Corps Architect for the Ministry of Education, Kingdom of Afghanistan. Mr. Hicks is primary responsible for a variety of facilities, transportation, and industrial projects. He is Past -President of the American Institute of Architects (AIA)/New Eng- land, a former member of the Boston Society of Architects (BSA) Board of Directors, and Past -President of the BSA. He was nominated for elevation to the AIA College of Fellows. 1973 Master of Architecture Mr. Hicks received his Bachelor of Science and Bachelor of Architecture degrees from Harvard University Rensselaer Polytechnic Institute, and his Master of Architecture degree from Harvard Graduate School of Design University Graduate School of Design. 1968 SPECIFIC PROJECT EXPERIENCE Bachelor of Architecture ence spaces; the Maintenance Building supports trade shops and vehicle maintenance Rensselaer Polytechnic Institute functions; the Primary Air Handling Building houses large mechanical equipment and Maine #ARC3031 Fountain Well Water Treatment Plant, Raynham, Massachusetts 1967 Design of new 9,000 square foot Water Treatment Plant in Raynham. This project is Bachelor of Science located on a highly visible parcel within a well established residential neighborhood. Rensselaer Polytechnic Institute The facility utilizes building shapes and exterior materials consistent with surrounding 2004 LEED 2.1 Training (USGBC) structures, to blend into the neighborhood fabric. Mr. Hicks devised a floor plan and New York #018058-1 construction strategy that reduced the overall building footprint and cost compared 2009 MCPPO with the District's previous plants. Professional Registration New Bedford Wastewater Treatment Facility, New Bedford, Massachusetts ±65,000 sf of buildings: the Administration/Laboratory Building housing all administra- Registered architect: tion and management functions, the biological laboratory; public reception and confer - Connecticut ARL0007938 Florida #AR95374 ence spaces; the Maintenance Building supports trade shops and vehicle maintenance Georgia #RA013451 functions; the Primary Air Handling Building houses large mechanical equipment and Maine #ARC3031 control rooms. Massachusetts #3950 Michigan #1301033384 Boston Water and Sewer Commission Headquarters, Boston, Massachusetts New Hampshire #02109 New Jersey #21AI01244700 Adaptive reuse and additions to an industrial facility to house the operations and of - New York #018058-1 fice functions of the Boston Water & Sewer Commission (BWSC). The building was Pennsylvania #RA405805 designed to house and maintain all BWSC vehicles in an attached two-story garage. Puerto Rico #15190 This project included partial demolition and rehabilitation of an adjacent office building, Rhode Island #3531 South Carolina #8243 and provides surface parking for 500 employee -owned cars on adjacent sites. Vermont #003-0001874 Virginia #0401016297 UMASS Amherst Building Upgrade, Amherst, Massachusetts National Council of Architectural Architectural subconsultant for a series of studies and upgrade projects at various Registration Boards locations on the Amherst campus, including study for installation of sprinklers, and Professional Societies execution of numerous life safety and accessibility modifications to 24 existing dormi- tory buildings; design and construction phase services for sprinklers, and numerous American Institute of Architects life safety / accessibility improvements to four existing dormitory buildings, packaged Boston Society of Architects for 2007 construction season. American Public Works Association American Council of Engineering Companies T:\Marketing\Resumes\WSE\HicksM\Hicks NH WW Pump Station . VVt® ps®n® J D. MICHAEL HICKS, AIA n Building Design - Architecture J FY 04-06 Capital Plan Facility Evaluations, Boston, Massachusetts rI On -Call Architectural/Engineering services contract for inspection of existing municipal J facilities and preparation of repair plans and cost estimates. Reports produced were used by the city to prepare the annual budget for capital improvements and as the basis for follow-on projects. J FY 04-06 Site Planning Studies, Boston, Massachusetts On -Call Architectural/Engineering services contract for preparation of preliminary facil- ity programs, concept designs, and cost estimates to establish feasibility for adaptive J reuse of existing municipal facilities or potential purchase of property for municipal use. Reports were used by the city to prepare the annual budget for capital improvements, or as part of the "due diligence" that supported property acquisition. Consolidated Facilities Department, Logan International Airport, Boston, Massachusetts Programming and planning study to determine the feasibility of constructing a single, rl centralized facility to house all of the Massachusetts Port Authority's maintenance and Li r facility operation activities at Logan International Airport. Commuter Rail Maintenance Facility, Somerville, Massachusetts This 380,000 -square -foot rail maintenance facility was a phased reconstruction of the Massachusetts Bay Transportation Authority's (MBTA's) Northside Facility, formerly known as the Boston Engine Terminal. In addition to industrial functions, the complex houses 80,000 square -feet of second -level administrative space and employee facilities containing offices, conference rooms, cafeteria and lunch rooms, lockers and showers, and other support spaces. Department of Public Works, Taunton, Massachusetts New 65,000 -square -foot facility to house administration functions, trade shops, and storage, plus vehicle maintenance and storage. This project was designed to conform with an extremely tight construction budget. Emergency Medical Services Facilities, Boston, Massachusetts The project scope encompassed site selection, programming, and preliminary design for new headquarters facility for the city's Ambulance/Emergency Medical Technician Services Department to be located in close proximity to Boston Medical Center, plus new satellite ambulance garages strategically located throughout the city. New Public Works Department Headquarters, Hingham, Massachusetts New 25,000 -square -foot headquarters facility designed to house a consolidated De- partment of Public Works, and Tree / Parks Department. The site occupies the top of a picturesque knoll within Bare Cove Park, a 470 -acre site formerly operated as a munitions depot by the U.S. Navy. The complex will consist of a central building with an administrative wing, a vehicle maintenance wing, and a vehicle/ equipment heated storage wing. Hingham Shipyard Building 45 Replacement, Hingham, Massachusetts Preparation of a comprehensive facility program, along with preliminary building and site designs for a new facility located within a 130 -acre, mixed-use private development, constructed on the site of the historic WWII -era Hingham Shipyard. The new build- ing houses operations of the MBTA commuter boat along with other ferries serving the Boston Harbor Islands, along with administrative and maintenance operations for several state and municipal agencies with jurisdiction over public waterways. J n J 7 n { LJ M L) I LJ T:\Marketing\Resumes\WSE\HicksM\Hicks NH WW Pump S[ation YYt® amps®ne r" Background 2009 -Present Team Leader Weston & Sampson 2008-2009 Associate Stantec 2000-2008 Senior Project Manager Maguire Group, Inc. 1997-1999 Project Manager Beta Group, Inc. 1994-1997 Project Engineer Beta Group, Inc. RICHARD A. CAMPBELL, PE Building Design - Structural EXPERIENCE r. Campbell has over 28 years of experience in the structural engineering field and is well -versed in the State Building Codes for the Commonwealth of Massachusetts, States of Rhode Island and Connecti- cut, and the International Building Code. Mr. Campbell has been involved in the preparation of several building designs for both new and renovation projects throughout New England including private developments, colleges and universities, power plants, public schools and libraries, and hospitals. His responsibilities on various projects range from the preliminary design and study phase through to the construction phase. 1989-1994 SPECIFIC PROJECT EXPERIENCE Project Engineer Odeh Engineers, Inc. Water Treatment Plant (WTP), Rowley, Massachusetts 1988-1989 Provided structural engineering services for new 9,000 sf membrane -technology public Senior Project Engineer drinking water treatment plant and pumping station. Pare Engineering Corporation Booster Pump Station at the Philip J. Holton Water Purification Plant, 1985-1988 Scituate, Rhode Island Structural Engineer Project Manager responsible for boiler room and heat distribution renovation at the DeStefano Associates Raw Water Booster Pump Station. Hot water tank re -design. 1984-1985 Structural Engineer Building Inspection for Providence Water Supply Board, Providence, Rhode Island Flaherty Giavara Associates Assisted the PWSB in the structural investigation of an existing masonry building 1992-1996 adjacent to excavated street repair. Special Program Faculty University of Rhode Island North Sedimentation Basin at the Philip J. Holton Water Purification Plant, College of Continuing Education Scituate, Rhode Island Provided structural inspection and condition appraisal. Education 1984 Gainer Dam Gatehouse, Hope, Rhode Island Master of Science Assisted with the electrical drawings and technical specifications required for the Civil Engineering replacement of pumps and actuator valves. University of Rhode Island Gainer Dam Spillway 1982 Bachelor of Science Performed a concrete inspection and supervised a testing program necessary to gather Civil/Environmental Engineering information to identify causes of concrete deterioration on upstream face of the spillway. University of Rhode Island Submitted report summarizing findings. Professional Registration Electrical and HVAC Upgrades at Philip J. Holton Water Purification Plant Project Manager responsible for electrical and HVAC upgrades for the plant. Massachusetts (No. 36256) Connecticut Rhode Island Utility Upgrades - University of Rhode Island, Kingston, Rhode Island Vermont Provided project management for two large-scale utility upgrade projects that included Maine a campus wide utility study, cable conduit installations for state of the art telecom - New Hampshire munications at the Bay Campus, and miscellaneous utility and site improvements on Florida Pennsylvania (Pending) the Kingston Campus. Improvements on the Kingston Campus included steam pip- ing replacement, electrical feeder upgrades, water line replacement and parking lot Professional Societies improvements. American Society of Civil Engineers CA T/Resumes/CampbellR/RAC Watet 6.09 RICHARD A. CAMPBELL, PE Building Design - Structural Campus Center Way Utility Corridor - UMass, Amherst, Massachusetts Project manager for the rehabilitation/replacement of 1,500 linear feet of concrete steam tunnel and installation of new high and low pressure steam lines, electrical duct banks, effluent lines, modified water system, drainage improvements, and other miscellaneous site improvements in the heart of the UMass campus. Phase I Inspection of Five Dams, Plymouth, Massachusetts Inspected and evaluated five locally owned dams along the Town Brook. Assembled a report that highlighted the deficiencies, replacement or rehabilitation costs, design fees, and suggested a prioritized ranking for structures to be repaired based on public safety and longevity. Reviewed all existing documentation on the structures that were available. Rhode Island Reource Recovery Corporation, Johnston, Rhode Island Designed a deep cast -in-place concrete pump station. Design issues included an accelerated design schedule to meet contractor's requirement, rock ledge, and high groundwater. Common Street Pump Station, Braintree, Massachusetts Designed a deep cast -in-place concrete pump station. Dry well and wet well with a masonry superstructure. Tight site constraints, active utilities and high groundwater. Island Brook, Bridgeport, Connecticut Provided structural design assistance for this lengthy manmade waterway control proy ect. Services included the layout and design of precast concrete culverts and various types of embankment retaining walls. Meriden Dams, Meriden, Connecticut Provided structural design for the major components of this extensive dam project. Included in this project was the design of a mass concrete ogee weir and concrete retaining walls along length of the waterway. Public Safety Building, Somerville, Massachusetts Project Manager for a structural evaluation of the City's Public Safety Building that houses the Police and Fire Departments. Project included a visual inspection of the entire structure and making recommendations for long-term and short-term repairs of all structural defects along with the associated construction budget. Westborough Fire Station, Westborough, Massachusetts Provided structural and architectural review, inspection, and repairs of an existing brick masonry building. Delivered report that recommended brick repair/restoration options and associated cost estimates. Subsequently designed the recommended repairs. Responsibilities included design and construction administration services for the brick repair/ restoration as well as miscellaneous metal replacement. Emergency Operations Center, Stoneham, Massachusetts Project Manager for a building evaluation and programming study for the Town of Stoneham's Fire Department. The project required a multi -disciplinary review of exist- ing condition of the historic firehouse and included developing a 25-50 year program for the Town's future needs. Site assessments were made to evaluate possible locations for a new facility within the centralized downtown area. J r'I .J n Li i u ;rl Li rl tj 1 Li Gsf®T/Resumes/CampbellR/RAC Water 6.09 L.J ROBERT F. MCALEER, PE Background Electrical Engineering 2012 -Present Senior Electrical Engineer Weston & Sampson EXPERIENCE 2009-2012 r. McAleer is a seasoned engineering and management professional with more Team Leader/Project Manager/than 25 years of professional experience as a Registered Electrical Engineer Mand Senior Electrical Engineer Consulting Engineering M/E/P/FP project manager. His experience spans the design, manage Services ment, and marketing of building systems services for both new and retrofit buildings for a variety of facility types within the private, public, municipal, and military sectors. 2008-2009 These facility types include commercial office, research and development, medical and Project Manager/ electronic laboratories, Skiff and Tempest facilities, private and public K-12, college Senior Electrical Engineer RDK Engineers and university, manufacturing facilities, clean rooms, biopharmaceutical laboratories, pump station and water treatment facilities, sports facilities,, data centers, health care, 2003-2008 retail and educational facilities. Project Manager (Principal) The Collaborative SPECIFIC PROJECT EXPERIENCE Engineers, Inc. 2000-2003 Mater and Wastewater Facilities Project Manager and Senior Electrical Engineer Electrical Engineer for for the Old Garden Beach Pump Station Upgrade Project for Erdman Anthony, Inc. the Town of Rockport, Massachusetts. Project included the design of a pump station replacement, including the retrofit, replacement, and upgrade of all equipment in an 1982-2000 Electrical Department Head and existing flooded suction pump station. Project Manager Anderson-Nichols/Dewberry Electrical Engineer for the Patty Ann Terrace Pump Station Project in Derby,Connecticut. Goodkind Electrical Engineer for the Peabody water treatment plant 'chemical feed design/bid Education project in Peabody, Massachusetts. 1984 Bachelor of Science College Facilities Electrical Engineering Northeastern University Tufts University, Medford MA Electrical design for the complete renovation of the 40,000 SF Fletcher School of law Professional Registration and diplomacy including classrooms, lecture halls, library, printing center and the Hall Professional Engineer (Electrical): of Flags Connecticut No. PEN.0022067 Massachusetts No. 48017 Tufts University, Medford MA Pennsylvania No. PE080764 Electrical design for the complete renovation of a new 12,000 SF Psychology testing Vermont No. 018.008481 laboratory and supporting spaces Professional Training Bennington College, Bennington, VT Project Management Project Manager for MEP/FP and structural engineering and construction administration Training Seminars Services for a ground up performing arts theater building including stage and full Leadership Training Seminar function cafeteria Project Financial Training Seminars Miscellaneous Technical/Leadership Training Seminars Commercial Facilities Eastern Bank Retail Space, Boston, MA Project Manager for MEP/FP engineering and construction administration Services for a new, 2,100 -SF retail bank in downtown Boston corporate headquarters building. Eastern Bank Corporate Office Headquarters, Boston, MA . Project Manager for MEP/FP engineering and construction administration Services for the design of the two floor 40,000 SF corporate headquarters office space, including computer rooms, two-story atrium, conference rooms, and open and enclosed office spaces. T/Mktg/Resumes/WSE/McAleer R general EV t® meson® ROBERT F. MCALEER, PE Electrical Engineering Fidelity Investments, Merrimack, NH Electrical design for the complete renovation of 650,000 -SF office building, including office space, cafeteria, PTR, Super LAN, trader floor, call center, and critical and unin- terruptible power supply systems. Fidelity Investments, Boston, MA Electrical design for the complete renovation of 120,000 SF of office, computer, and trading space occupying five floors of downtown Boston high-rise. Fidelity Investments, Boston, MA Electrical design of 400 -seat trader floor space located in the World Trade Center. Fidelity Investments, Boston, MA Renovation of 5 floors, 120,000 SF, at 53 State Street in down town Boston to Fidelity office space. Fidelity Investments, Boston, MA Due diligence study related to the existing status and projected required improvements to upgrade 245 Summer Street to Fidelity standards. Fidelity Investments, Boston, MA Renovation of 5 floors at 245 Summer Street to Fidelity office space. Peabody & Arnold, Rowes Wharf, Boston, MA The project consisted of complete Mechanical, Electrical, Plumbing and Fire Protection renovation of approximately 9,000 SF. Also included were kitchenette and computer and telecommunications room. State Street Bank, Quincy, MA Project manager, Engineering and Design for the phased replacement of an existing 4,000 -amp triple -ended distribution switchgear for operating main computer data center. Phasing was designed to maintain system in operation though out the construction period Summit Partners, Boston, MA The project consisted of a two floor complete Mechanical, Electrical, Plumbing and Fire Protection renovation of approximately 31,000 SF. Also included were kitchen, computer and telecommunications room, MIS laboratory, shower facilities and two video conferencing rooms. Services also included Structural engineering services associated with an interconnecting stair and Load analysis for dense filing systems. The project consisted of a complete Mechanical, Electrical, Plumbing and Fire Protec- tion renovation of approximately 15,000 SF. Also included were kitchenette, computer and telecommunications room, Traders room and shower facilities. Also included was the analysis of the building cooling system capacity in order to determine current and future loading capabilities. TJX IS Center, Westborough, MA 120,000 SF, 4 -story facility housing the Information Services Group of TJX Corporation. Space consists of 13 computer/technical/IT labs, support office space and full service kitchen/cafeteria. Base building design and construction proceeded concurrently with the tenant fit -up. The design and construction procedure was followed to minimize system modifications and escalate the construction schedule. The accelerated schedule was cost effective. n �J U T/Mktg/Resumes/WSE/McAleer R general ti� Background 2011 -Present General Manager Weston & Sampson CMR, Inc. 1996-2010 President Ellis Engineering, Inc 1987-1996 General Manager/Partner Omni-Trol, Inc. 1982-1987 Service and Production Manager New Ikor, Inc. 1978-1982 Senior Field Service Technician New Ikor, Inc. 1980-2004 Communications Technician United States Coast Guard Reserve WILLIAM F. ELLIS SCADA EXPERIENCE r. Ellis is the General Manager of Weston & Sampson CMR. He has over 30 years of experience in the preventive and repair maintenance of water, storm - water, and wastewater pumping and treatment facilities; SCADA design and construction; as wellas remediation facilities and industrial processes. His recent project experience includes wastewater -related instrumentation work in the Town of Yarmouth. SPECIFIC PROJECT EXPERIENCE Wilmington, Massachusetts Water Treatment Facility. Project consisted of a front-end computer system with an Allen Bradley Micrologic 1500 PLC and Panelview 600 OIT. System provides monitoring six well sites over leased line FSK modems. System was installed to provide monitoring of well station status and conductivity of well water. Contract price $85,000. Education Responsible for providing SCADA and instrumentation services as part of the Opera - tion and Maintenence (0&M) contract at the Dennis Yarmouth Septage Treatment 1993 Northeastern University Plant. Under this multi-year contract, Weston & Sampson is responsible for the overall operation and maintenance of the wastewater treatment facility. Professional Certifications KSTD, Waterville, Maine. Project consisted of 16 Instrumentation panels utilizing SLC 2000 5/04 processors and five radio RTU's for remote wastewater pump stations. Local con - Allen Bradley PLC /Panel Builder trol panels, connected by Data -Highway Plus and fiber optic cableing. PLC's included 1999 Panelview 1000 operator terminals and computer workstations utilizing Intellution i -Fix Intellution FIX 32 software. Also included; magnetic flowmeters, ultrasonic level, D/P and G/P transmit- ters and analytical equipment. Contract price $400,000. 1995 Mitel Telecom Certification Town of Rockport Water Treatment Facility. Project included a main Instrumentation 1987 panel utilizing a 5/04 processor to control new DAF Facility, and interface to existing Cutler -Hammer VFD Certified WTF via Data Highway. System includes two operator workstations utilizing Fix 32 software. Two storage RTU's connect by spread spectrum radio, one booster station 1984-86 and additional storage tank connected by FSK tone telemetry. Also included; twenty Cleveland Institute of Electronics control valves, magnetic flowmeters, ultrasonic level, capacitance level and all analyti- cal equipment. Contract price $155,000. 1974 USN Advanced Electronics Blackstone, Massachusetts. Project included one main operator workstation utilizing Professional Societies Intellution Fix Dynamics, four well -site RTU's with dial-up modems and three storage tank RTU's with dial-up modems. All sites are sequentially polled and monitored at New England Water the operator workstation. All chemical pacing and well pump setpoints are controlled Environmental Association at the operator workstation. Also included; well level transmitters, storage tank level ISA transmitters, magnetic flowmeters and all analytical instrumentation. Contract price $198,000. New England Water Works Association Westboro, Massachusetts Water Treatment Facility. Project included main instrument control panel, utilizing 5/04 processor for control of Hungerford & Terry filter system and chemical feed pump pacing. The system also included two storage tank RTU's and one pump station RTU utilizing licensed radio telemetry. The system controlled the water facility and monitored the storage tank levels, it also controls the remote pump station via setpoints on the Panelview 1000 OIT. Also included; Venturi's, D/P T/Resumes/CMR/EUisW/Ellis VE 1PG CONSTRUCTION/MAINTENANCE/REPAIR T/Resumes/CMR/EIlisW/Ellis VE 1PG r� J WILLIAM F. ELLIS SCADA ri J transmitters, G/P transmitters, tank level transmitters, level switches, chlorine, pH and turbidity analyzers. Contract price $165,000. `J Holden Wastewater Pump Station, Holden, Massachusetts Vi Project included full SCADA system utilizing iFix Dynamics and modem polling for four remote pump stations with room for future expansion. Contract price $125,000. rl Auburn, Massachusetts. Wastewater Project included twelve remote pump station RTU's and one master MTU. RTU's included Micrologic 1500 PLC, and controls all pump sta- tion functions. The RTU's included licensed frequency radios to communicate with the master, which includes a 5/05 Ethernet processor, and is networked to a new operator workstation utilizing Intellution i -Fix software. The system is also networked with a u high-speed internet port for remote access. westorgem son® CONSTRUCTION/ MAINTENANCE l REPAIR rl J n J a u n J r7 i n J (r)?ZDeslyn Associates, Inc. ROBERT H. RICARD, P.E EDUCATION: Hartford State Technical College Associates Degree — Mechanical Engineering - 1985 University of Hartford, College of Engineering B.S.M.E. - 1987 LICENSE: Professional Engineer Connecticut 17223 Massachusetts 38009 -HVAC Rhode Island 6305 New York 73449 SOCIETIES: Pi Tau Sigma Mechanical Engineering Fraternity National Society of Professional Engineers - NSPE Connecticut Society of Professional Engineers - CSPE American Society of Heating Refrigeration Air Conditioning Engineers - ASHRAE EXPERIENCE: 1987 - 1997 Legnos and Cramer, Inc. - Consulting Engineers Vice President - Mechanical Engineering 1998-2010 Legnos and Cramer, Inc. — Consulting Engineers President 2010 -Present RZ Design Associates, Inc. — Consulting Engineers President PRINCIPAL Renovations to HVAC Systems IN CHARGE Bulkeley and Weaver High Schools, Hartford, CT "Indoor Air Quality" Project Bradley Energy Center, Bradley International Airport 3.6 Mw Cogeneration Plant John Barry Elementary School Meriden, CT A $10,000,000 project consisting of additions, renovations, and code update. Energy Networks, Inc. - G. Fox Plant, Hartford, CT 1350 Ton Chiller, 2500 Ton Heat Exchanger, and Street Interconnect Project Ninth Square Project, New Haven, CT Historical Rehab, Residential / Mercantile Installation of Two (2) New 2,250 Ton Chillers Hartford Steam Company Main Plant Hartford, CT � Deist qn Armuclatefir /rte: RZ Design Associates, Inc. is one of the areas leading providers of heating and air conditioning, ventilation, plumbing, fire protection, lighting, electrical, voice and data telecommunications systems, and more. Our solid history of providing superior and reliable service for over fifty years comes from individualized attention to each and every Client we serve. Founded in 1952 as Legnos and Cramer, RZ Design Associates has become well known for our creative solutions in the design of MEP systems for a wide array of building types. Whether your project is a small addition or a 500,000 square foot new facility, RZ Design Associates has the experience and capability to assist you on your next project. Our past projects include municipal projects, such as libraries, schools and town halls; commercial new construction, as well as tenant fit -out, industrial, and hospitality. No matter what your project, the staff at RZ Design Associates is always available to discuss how we can help you turn your ideas into reality. Background 2011 -Present General Manager Weston & Sampson CMR 2001-2010 Project Manager Weston & Sampson Services 1999-2001 Senior Engineer Weston & Sampson Engineers, Inc. 1996-1999 Project Engineer Weston & Sampson Engineers, Inc. 1994-1996 Associate Project Engineer Weston & Sampson Engineers, Inc. STEPHEN J. RICHARD, C.P.O., PE Construction Administration EXPERIENCE r. Richard is currently involved in the de- sign, construction, and project manage- ment of municipal pools, water and wastewater pump stations, and treatment facilities. SPECIFIC PROJECT EXPERIENCE Project Manager for the design of the Johnson Circle Pumping Station in North Andover, Massachusetts. This project included design of a new submersible pump station to replace an existing ejector pumping station. Responsi- bilities included preparation of plans and specifications, procurement of necessary permits, scheduling and all necessary incidentals to complete bidding of the project. Assisted in the preparation of state-wide pool studies and operation and maintenance 1992-1994 Environmental Engineer (O&M) manuals for 37 outdoor swimming pools on behalf of the Department of Con - Weston & Sampson servation and Recreation (DCR). Engineers, Inc. Provided services for the Pierce Island Pool Evaluation in Portsmouth, New Hampshire 1991-1992 and the Forest River Pool Rehabilitation in Salem, Massachusetts. Surveyor Meridian Engineering Collaborative Project Manager for the installation of a 15,000 -gallon per day wastewater treatment Inc. plant at the Dover-Sherborn Regional School. The treatment plant consisted of one influent pumping station, a flow equalization/settling tank, four BioclereTM aerobic Education digestion units, a pre -equalization settling tank, an anoxic tank, a post equalization set - tling tank, a submersible pumping station, control building and chemical feed building. 1999 Master of Science Responsibilities included, project oversight, inspection and coordination and start-up Environmental Studies to ensure the plant was installed as specified. University of Massachusetts Project Manager for the design of the Phase II Wastewater pumping station Improve - 1991 ment Project in Winthrop, Massachusetts. This project included design of new pumps Bachelor of Science Civil Engineering Technology and motors, pump control panels, heating and ventilating upgrades and miscellaneous Wentworth Institute of Technology electrical upgrades to three existing wastewater pumping stations. Responsibilities included preparation of plans and specifications, scheduling and all necessary inciden- Professional Registration tals to complete bidding of the project. Massachusetts Project Manager for the Wastewater Pumping Stations Evaluations Project in Hamden New Hampshire Connecticut. This project required site visits to three pumping stations and perform evaluations on each. All aspects of the stations were evaluated including; pumps, Professional Certifications drive shafts, control panels, generator, lighting, ventilation. A report was generated from the data obtained, and recommendations were made. Certified Pool Operator (CPO) Project Manager for the Steam Evaluation Report at the Soldiers Home in Chelsea, Professional Societies Massachusetts. This project consisted of evaluation of approximately 10 -miles of steam American Society of Civil Engineers pipelines, ducts and condensate lines. The data obtained was used to determine possible ways to improve efficiency in the system. Responsibilities included project New England Water Environment oversight to ensure the proper recommendations were made from the, fuel and water Association consumption, and climatological data obtained. Water Environment Federation Senior Engineer for the design and construction of the Phase 4 sewer project in the Town of Chelmsford, Massachusetts. This project consists of over 65 miles of gravity, T/Resumes/CMR/Richard/Richard Photo ®$`®®�® CONSTRUCTION/ MAINTENANCE/ REPAIR T/Resumes/CMR/Richard/Richard Photo r 'i � STEPHEN J. RICHARD, C.P.O., PE Construction Administration low-pressure, and force main sewers and 15 pumping stations. A railroad crossing and `'l canal crossing utilizing the horizontal directional drilling technique was also required. Lj Responsibilities included design, permitting, and working with the project team toward project completion within schedule and on budget. r1 Senior Engineer for the design of 1,000 gallon per minute wastewater pumping sta- tion in Cairo, Egypt. This project involved the construction of a new campus for the '-1 American University in Cairo, Egypt. The pump station will serve the entire campus. ' l Responsibilities included design of the station and coordination with other consultants J who were working on the project. s Project Engineer for the Wastewater Pump Stations Improvement Project in Woonsocket, Design Engineer for the planning, design, and construction services of decentralized ` wastewater collection and treatment facilities in Wayland, Massachusetts. The project +J initially involved the analysis of six decentralized problem areas for development of a technically sound, cost-effective plan for collection and disposal of wastewater. This analysis led to the final design of the Decentralized Wastewater Collection System - Route +� 20 Area Project, which consists of approximately one mile of low pressure sewers and v 40 individual on -lot grinder pump units connecting to an existing wastewater treatment ri plant at a local business. This project involved extensive permitting and was funded by the Non -Point Source category of the State Revolving Fund (SRF) loan program. tJ Project Engineer for the design and construction of the Phase 3 sewer project in the Town of Chelmsford, Massachusetts. This project consisted of over 30 miles of gravity and force main sewers and 10 pump stations, as well as the securing of all necessary construction permits, working with the project team toward project completion within rl schedule and budget, and the coordination of various subconsultant activities. I u Project Engineer for the Phase II Sewer System Rehabilitation project in Stoughton, Mas- sachusetts. This project involved the cleaning, inspection, testing and sealing of over '-1 8,000 linear feet of sewers, interior and exterior sealing of 70 manholes, chemical root treatment of over 2,600 linear feet of sewer, and pipe point repair of over 800 linear feet of sewer. These rehabilitations were performed to eliminate excess infiltration/inflow. s Project Engineer for the Wastewater Pump Stations Improvement Project in Woonsocket, Rhode Island. This project involved the installation of a new suction lift pump station, abandonment of an ejector pump station, conversion of a submersible pump station to a r"1 sewer manhole, and installation of standby generators for two existing pump stations. Design team member for over five miles of gravity and force main sewer designed in conjunction with improvements to the sanitary sewer system at the Naval Education +� and Training Center (NETC) in Newport, Rhode Island. Li Engineer involved with the detailed topographic/site survey for a wastewater treatment r� plant and sanitary sewer systems for the Town of Ashfield, Massachusetts. u Design team member on a two mile water main extension in South Kingstown, Rhode Island. The project included meter installation and physical connection of services within residential and commercial properties, as well as a crossing of US Route 1. u Engineer for the Massachusetts Water Resources Authority Cummingsville Branch Sewers Facility Plan/Environmental Impact Report. Involved with the development of five feasible alternatives for hydraulic improvements to the existing Cummingsville Branch sewer lines. ffigN99MR9 CONSTRUCTION/MAINTENANCE/REPAIR k Background 2008 -Present Senior Project Manager Weston & Sampson 2003-2008 Vice President Chief Engineer for Drinking Water Program Maguire Group 1988-2003 New England Practice Leader for Drinking Water Earth Tech (Whitman and Howard) 1979-1988 Section Manager and Project Manager HDR Engineering 1977-1978 Agency Region 6 Dallas Texas US Environmental Protection Education 1977 Bachelor of Science Civil Engineering (Sanitary Engineering Minor) University of Massachusetts - Lowell Professional Registration Professional Engineer: New Hampshire Massachusetts Rhode Island Texas OSHA Construction Safety Training WILLIAM J. NUNNERY, PE Technical Review EXPERIENCE r. Nunnery has over 35 years of experience in the environmental engineering and infrastructure field, including all technical aspects of water projects for public and private clients. He has provided engineering services for water supply, pumping, treatment, water quality and distribution projects throughout New England. Mr. Nunnery has also conducted system studies, pilot testing, permitting, design, bidding and construction services for a multitude of water system projects. SPECIFIC PROJECT EXPERIENCE Principal design engineer for the replacement of four I Am_ I non-bouyant contact clarifier units at the Fitchburg, Mas- sachusetts Regional Water Filtration Facility (WFF). The WFF is a 12 mgd treatment facility that was originally construction with the non -buoyant media upflow clarification process followed by polishing tri -media filtration. The clarifier improvements involved replacement of the existing non -buoyant media system with a buoyant media system. The WFF remained in operation during construction. Project Manager for the Southbridge, Massachusetts Water Treatment Plant (WTP) replacement of the existing non-bouyant contact clarifiers and dual media filter system (4 mgd) with bouyant media and underdrain air/water stainless steel tri -media filter system. The design also included a 2 mgd expansion, SCADA system upgrade, and chloramine feed, and control system. The WTP work was sequenced to ensure a 4 mgd treatment capacity during construction period. Project manager and investigator for Pilot Study for Manganese Removal and Residual Management Study to allow the Providence Water Board (PWSB) to change out Holton WTP filter media to GAC media (for taste and odor as well as DBP control). Certified Value Engineer Project Manager for the piloting and design of the 1.2-mgd membrane filtration plant Confined Space Training for Rowley, Massachusetts. This plant will treat two well sources with elevated man - Professional Societies ganese levels. This SRF -funded project included submittal of an ENF and design of a new SCADA system for the entire water system. Pipe ramming will be used to cross American Water Works Association the Mill River. New England Water Works Project Manager for the Lincoln, Massachusetts water treatment plant membrane Association upgrade and construction. Papers & Publications Principal Investigator and author for EPA compliant comprehensive treatment plant Co -Author, "Design Build of evaluation and Composite Correction Program (CPE) for Jewett City, Connecticut, Stone Innovative Ultra filtration Plant Meets Hill WTP. The WTP failed to meet combined filter turbidity standards. The CPE was Water Quality Demands and Delivery conducted in accordance with the consent order. Recommended measures to increase Schedule," PL WWA Infrastructure alkalinity available for coagulation process, change in coagulant to high basicity alu- Conference Proceedings, 2001. minum coagulants, modifications to filter to waste cycle, backwash and clarifier flush "Optimizing Treatment Plant procedures, and major improvements to the SCADA system. Assisted the operators Performance While Implementing with establishing water quality goals and with the development of standard operating Corrosion Control," Journal of New procedures for process control. England Water Works Association, December 1994. Principal Investigator and author for coagulation optimization study and Long Term Process Improvement Study for Norwich, Connecticut, Stony Brook Water Treatment Plant. Performed onsite jar testing and provided onsite assistance during full scale T:\Marketing\Resumes\WSE\Nunnery\Water Treatment photo 5.12 est® mps®n® w u Papers & Publications WILLIAM J. NUNNERY, PE n "Retrofit of Pulsator Type Upflow Technical Review Clarifiers with Tube Settlers," f J Journal of New England Water Works Association, September 1990. testing program. Assisted in preparing a watershed monitoring plan. Recommenda- rl tions included the replacement of non -buoyant clarifier media with buoyant media, modifications to blower system, upgrades to PLC controls and to the SCADA system, and replacement of multi -media filters. Review raw water quality on an ongoing basis and advises Norwich regarding process optimization and compliance issues. i Project manager and principal investigator for a joint water system study by Newport, Rhode Island, the Portsmouth Water and Fire District, and Naval Station Newport (NSN) to evaluate the short -and -long term disinfection byproducts controls for all three �_J public water suppliers on Aquidneck Island. The purpose of this study was to evaluate short- and long-term disinfection byproduct (DBP) control methods in an integrated manner for all three systems. Project manager for several water treatment projects for the Salem -Beverly Wa- ti ter Supply Board, Massachusetts to optimize operations and treatment at a 24- mgd surface water treatment plant. Managed a study for corrosion control and a replacement of the bulk chemical handling facilities for disinfection. Project u manager on various projects involving chemical storage, tank redesign and replac- ing, and corrosion control study addressing the EPA lead and copper rule issues. Project manager and design engineer for numerous water treatment plant projects for Pennichuck Water Works in Nashua, New Hampshire to optimize operations and r treatment at a 35-mgd surface water treatment plant. Managed numerous aspects of the projects including: optimizing water chemistry to allow owner to meet Pb/Cu rule after failing first round of sampling; installation of tube settlers to increase plant capacity; filter media studies using particle counting to optimize filter performance; CT study; modifications to taste and odor control systems; recommendations for in-line i monitoring of water quality parameters; modifications to several chemical feed systems ur (lime, caustic and disinfection) and evaluation of changes to filter backwash systems to minimize initial turbidity spikes. r) Project manager and design manager for the piloting, design, and construction of the 6 i LJ mgd water treatment facility for the Town of Ashland, Massachusetts. Project included oxidation by ozone, coagulation using ferric chloride, and deep -bed biologically active GAC filters. Chloramines were used to maintain chlorine residuals in the distribution J system, and soda ash with zinc orthophosphate for corrosion control. r'1 Principal design engineer for the City of Gardner, Massachusetts, including the design of the pilot and pre -design report. Managed engineering, planning, and design of the ozone oxidation system, ultra -filtration membrane water treatment plant, pumping station, intake structure, and raw water transmission line. Chloramines were used to reduce DBP in the distribution system. Responsible for permitting, including 404 permit- ting, permits for the raw water intake, and dredge and fill modified permits. Reviewed proposals for city for the replacement of KOCH Membranes with Pall Membranes. r Project manager during design and construction of a 12-mgd water treatment plant (with chlorine dioxide feed system) in Wallingford, Connecticut. The project included a new water intake structure, two 12-mgd raw water transfer pump stations, and 11,300 feet of interconnecting 24 -inch pressure mains. Served as principal design engineer, including design of the pilot, and wrote pre -design n report for the City of Pawtucket, Rhode Island. Managed design and prepared design ti documents suitable for pricing 25-mgd raw water pump station, contact clarifiers, deep bed GAC filters, W disinfection, CT basins and 35-mgd finished water pumping station. T:\Marketing\Resumes\WSE\Nunnery\Water Treatment photo 5.12 estoampso�® r Background Vice President Weston & Sampson Landscape Architect Weston & Sampson Landscape Architect Levy, Eldredge & Wagner Associates, Inc. Landscape Architect Johannes H. Wagner Associates Landscape Architect Storch Associates Education 1983 Master of Landscape Architecture North Carolina State University 1981 Bachelor of Science Environmental Design University of Massachusetts Professional Registration Massachusetts New York Rhode Island Professional Societies EUGENE R. BOLINGER, RLA EXPERIENCE As a vice president of Weston & Sampson, Mr. Bolinger currently manages more than two dozen municipal projects involving the reconstruction or restoration of city and town commons, parks, playgrounds, athletic facili- ties, open space properties, and urban design/streetscape corridors. During his more than 20 -year career, he has successfully led master planning, final design, and con- struction administration efforts for multi -disciplinary park, recreation, and open space projects requiring expertise in landscape architecture, civil, structural, geotechnical and electrical engineering, architecture, metals and stone conservation, hazardous waste remediation, and environ- mental permitting. Technical Review For many of his projects, Mr. Bolinger has worked closely with the client to prepare the content for and execute the community outreach/public participation effort. This component of a project can be instrumental in generating constituent goodwill and fostering consensus among the various stakeholders. SPECIFIC PROJECT EXPERIENCE Principal -in -charge for the design and construction of the following building projects: • Wood & Paper Processing Building - Wellesley, MA • Pre -Engineered Building - Charlton, MA • Multiple Fabric Buildings - Weston, MA • Pre -Engineered Metal Building for Vehicle Storage - Brockton, MA • Salt Storage Building - Westerly, RI American Society of Landscape Architects Directed the restoration of the historic William J. Devine Golf Course at Franklin Park National Trust for Historic in Boston, Massachusetts. The course is the second oldest public golf course in the Preservation United States. Restoration projects have included more than a dozen initiatives over Friends of the Boston Public Garden a twenty year period. T/Mktg/Resumes/WSE/Bolinger General photo Principal -In -charge for development of a comprehensive stormWater management master plan for the George Wright Golf Course located in Boston, Massachusetts. Also led numerous efforts to implement a variety of stormwater system and golf hole enhance- ment projects over a ten year period. Previously, served as project manager for the development of a master plan and golf hole improvement projects for the Pine Meadows Golf Course in Lexington, Massachu- setts and for the Green Hill Park Municipal Golf Course in Worcester, Massachusetts. Services included tee, green and fairway reconstructions, bunker installations, drainage and subdrainage construction and other miscellaneous course related improvements. Principal -in -Charge for the Albion and Grimmons Parks Improvement project in Somer- ville, Massachusetts. Project included the community process, master planning, and full construction document design of the two parks set in very different neighborhoods of the city. The design included multi -use courts, community gardens, splash pad areas, shaded seating plazas, and new play equipment. T/Mktg/Resumes/WSE/Bolinger General photo r� u EUGENE R. BOLINGER, RLA Technical Review � v Project Manager for design, permitting, and construction of more than 20 Boston parks rl and playgrounds involving all major types of passive and active recreation facility resto- 1J ration, refurbishment, and development. Improvements have included age-appropriate play areas, basketball, volleyball, and tennis courts; sports fields; water spray pads n and features; park furnishings, pathway systems; parking areas; lighting and utility I y systems; and extensive landscaping. L_J Project Manager and primary author of major master planning documents for the res- toration of Green Hill Park (500 acres), Cookson Field (60 acres), and historic Worces- ter Common, all in Worcester, Massachusetts; Cushing Memorial Park (65 acres) in Framingham, Massachusetts; a recycling/transfer station and former landfill property 1 in Needham, Massachusetts; and refurbishment of nine park properties in Waltham, Massachusetts. ►—� Project Manager for design, permitting, and implementation of the Massachusetts r1 Vietnam Veterans Memorial surrounding Duck Pond in Green Hill Park in Worcester, u Massachusetts. Project funded by the Commonwealth of Massachusetts, land dona- tion and project management by the City of Worcester, project guidance by a nonprofit rl veterans trust. Four -acre site includes three primary memorial spaces (Place of Flags, Place of Words, Place of Names) and includes ten massive engraved granite monuments LJ and granite walls, edges and pavements, wood and fieldstone arbors, fieldstone walls and drainage swales, wetlands restoration and replication, extensive pathway systems, rl landscape plantings, wildflower meadows, and open lawns. Li Lead Designer for a 12 -park improvements program in Fitchburg, coordinating the recreation offerings in each park to the "needs" analysis he performed. He has also directed dozens of schoolyard or neighborhood park improvement programs in Boston, u Fitchburg, Lawrence, Bedford, Melrose, and other communities. �1 Project Manager working closely with the City of Newton Planning and Development Department on a Master Plan for a section of Cheesecake Brook between Eddy Street and Watertown Street. Garnered many divergent opinions regarding the potential pas- sive recreational use of the site through a series of community meetings. During the course of these meetings, helped flush out an enhancement program that will satisfy all the interested parties. Currently finalizing the Master Plan and beginning to prepare documents for the construction of a Phase 1 program for the site. r{ J Project Manager for the reconstruction of the Attleboro High School Tennis Court Com- plex in Attleboro, Massachusetts. This project involves the removal of deleterious soil n materials to a depth of three feet below finished grades and complete reconstruction 1 I of the eight tennis courts. Li Project Manager for the reconstruction of Caldwell Street Neighborhood Playground in Fitchburg, Massachusetts. Work has included the complete reconstruction of a full court, regulation size basketball court. Project Manager for the design, permitting, and implementation, of children's splash r pads at up to seven locations for the City of Waltham, Massachusetts. Each splash pad features a series of user -activated, interactive water spray features that operate in continually changing sequences. Related improvements at each project site included the installation of water, sewer, storm drainage and electrical services; seating; shade shelters; pavements and pavement graphics; and perimeter fencing and gates. estoampso�® n U Town of North Andover Engineer Design Services Flocculation & Sedimentation Building for WTP SCOPE OF WORK, WORK PLAN, AND SCHEDULE The following services shall be provided during the Flocculation & Sedimentation Building Project, hereinafter called the PROJECT. The services process and methodology identified below similar in nature to the projects referenced in this proposal and are consistent with services provided on current and past projects between the Town and the Engineer. Preliminary Design (Duration: Ten weeks upon award of contract) A. Review in-house North Andover Water Treatment Plant As -Built plans. Conduct an on- site inspection of the flocculation and sedimentation basins to review existing structural, heating, ventilation, lighting, fire alarm and protection, plumbing, security, electrical and water treatment process infrastructure. Determine any limitations and/or deficiencies with the existing infrastructure that may impact the design of the prefabricated building, including the need for future maintenance and repair of the existing water treatment plant equipment and infrastructure. B. Meet with Town, Division of Public Works, and Water Treatment Plant personnel to establish design criteria for the PROJECT and to thoroughly understand facility needs. C. Review conservation commission, zoning, and planning board regulations and guidelines. D. Review Mass GIS and other available data for sensitive environmental receptors, site boundaries, and/or potential impacts to local residents. E. Provide a preliminary evaluation report with plans noting the advantages and disadvantages of the different prefabricated building options for Town review. The evaluation report will review whether one larger structure or potentially two or three smaller structures across the basins will be more economically feasible. The evaluation will also include the viability of solar power and other energy efficient components to help reduce the future electrical load and cost impacts of the new building. The report will include an alternatives analysis, identifying costs and design impacts on the existing facility with respect to the building's structure, envelope and systems. Draft floor and elevation plans shall be provided and three-dimensional renderings of the different enclosure options shall be created. F. Meet with the Town and local inspector(s) to discuss the different options presented in the preliminary evaluation report. Upon selection of a final design option by the Town, prepare a construction cost estimate for the PROJECT for use by the Town in securing funding at the May 2014 Annual Town Meeting. Design (Duration: Twelve weeks) A. Upon funding approval and authorization by the Town, prepare draft plans and specifications in Construction Specification Institute (CSI) format for Town review. The method and materials of construction will be reviewed to meet all applicable federal, state and local building requirements as well as AWWA and MassDEP standards for construction of drinking water treatment facilities to safeguard against potential www.westonandsampson.com W84909ampson® Town of North Andover , Engineer Design Services Flocculation & Sedimentation Building for WTP SCOPE OF WORK, WORK PLAN, AND SCHEDULE contamination of the drinking water system. Provide two sets of review copies of the ,J contract documents to the Town at the 95 -percent completion point of the design work. n B. Assist the Town with preparation of applicable local planning, zoning, building and conservation commission permit applications as needed. r -i C. Incorporate Town's review comments into the contract documents. Provide final plans and specifications suitable for public bidding to the Town. The completed documents shall bear the stamp of a registered professional engineer licensed to practice in the Commonwealth of Massachusetts. J Bidding (Duration: Eight weeks) r`1 A. Assist the Town with bidding the PROJECT. 1. Provide digital copies of the contract bid documents to the Town. 2. Issue additional information to bidders as required during the bidding process, which address bidder's questions through issuance of addenda to the bid documents. 3. Assist the Town: (1) in securing and tabulating bids for the PROJECT; (2) in the i review and analysis of the bid results; and (3) in recommending the award of the `� contract. 1� Construction Engineering Services (Duration: Six months) A. Meet with the Town or designated representative of the Town, local officials (and state LJ officials as appropriate) throughout the construction phase of the PROJECT to discuss construction issues, progress of the PROJECT, and to coordinate the work as needed. B. Arrange and conduct a pre -construction conference with the CONSTRUCTION CONTRACTOR, the Town, local officials (and state officials as appropriate), and any other group directly affected by the PROJECT. '4 C. Review shop and erection drawings and shop and mill test reports submitted by the Construction Contractor for general compliance with contract documents. This review shall not include review of the accuracy or the completeness of details, such as quantities, dimensions, weights or gauges, fabrication process, construction means and methods, coordination of the work with other trades, substantiating instructions for installation or performance of equipment or systems, or construction safety precautions, all of which are the sole responsibility of the Construction Contractor. D. Retain subconsultants as required to support construction of the PROJECT. E. Prepare supplementary drawings/sketches as required to clarify/resolve field construction problems that may occur. !� u www.westonandsampson.com Westo�ampson® Town of North Andover Engineer Design Services Flocculation & Sedimentation Building for WTP SCOPE OF WORK, WORK PLAN, AND SCHEDULE F. Conduct visits to the construction site by project manager or project engineer to observe construction progress and (1) to become generally familiar with and to keep the Town informed about the progress and quality of the portion of the Work to be completed, (2) to endeavor to guard the Town against defects and deficiencies in the Work, and (3) to determine in general if the Work is being performed in a manner indicating that the Work, when fully completed, will be in accordance with the Contract Documents. G. Provide part-time onsite construction inspectional services as mutually agreed upon by the Engineer and the Town. H. Review Construction Contractor's monthly applications for payment and prepare change orders that may be required during construction of the PROJECT. I. Start-up Services and Training: The Engineer shall observe the start-up and testing procedures used by the Construction Contractor for testing of the completed facility. The Engineer shall provide assistance to the Town on the initial start-up of the facility upon the facility's acceptance by the Town. J. At completion construction, submit to the responsible local building official, as needed, a report as to the satisfactory completion and readiness of the project for occupancy (excepting any items not endangering such occupancy and listing pertinent deviations from the approved building permit documents). K. Prepare record drawings of the completed project and submit one set of reproducibles to the Town. Engineer is not responsible for any errors or omissions in the information provided by others that are included into the record drawings. T:\Marketing\Proposals\76213 MA\North Andover WTP Building 3.7.13\4. Work Plan and Schedule (template).docx www.westonandsampson.com WMAIRUMPS0n® tJ LI D O NJ o 0 0 D O C] a a a o NQ C7 C7 D Town of North Andover Engineer Design Services Flocculation & Sedimentation Building for WTP RESPONSE TO EVALUATION CRITERIA MINIMUM CRITERIA/ QUALIFICATIONS A. Minimum of five years experience in public projects of a similar nature for the principals assigned, specifically including work with prefabricated structures at drinking water treatment plants. In documenting this qualification, the applicant should describe the professional background of the firm and the extent of previous experience of firm personnel or consultants to be assigned to the project and identify the anticipated role that each will play in the project. Weston & Sampson specializes in site selection, planning, design, and construction administration for public works operations facilities, and has built a portfolio of more than 60 municipal public works facilities projects across New England over the past decade. A significant portion of our past experience has centered on helping municipal clients who were operating outdated, inadequate public works facilities to identify the most cost-effective and sustainable structures to house these operations. Our facilities team leader, Mr. Jeffery Alberti, LEED°AP nas zu years of tacimies programming, design, and construction experience. Similarly, engineer James Fair, PE, has 18 years of experience, with specialized experience in municipal facilities and pre-engineered structures over the past seven years. Additionally, our firm has been providing comprehensive water system engineering services for more than a century. Principal -in -Charge Mr. Bruce Adams, PE, has over 30 year of water engineering experience, and technical review will be provided by Mr. William Nunnery, PE, who has been responsible for the design of upgrades and renovations to dozens of water treatment plants over his 34 -year career. We have attached at the end of this section an overview of our firm's relevant capabilities. B. Knowledge of, and experience in, legal and administrative requirements, procedures, and practices related to the design and construction of Massachusetts public building projects including the State Building Code, regulations of the Architectural Barriers Board and Massachusetts public building and procurement law. The vast majority of Weston & Sampson's contract work is completed for state and municipal agencies, and our firm has existing, repeat -client relationships with more than 65% of all cities and towns in Massachusetts. Weston & Sampson is thoroughly knowledgeable of the Massachusetts State Building Code, the American with Disabilities Act, and M.G.L. Chapter 149 and Chapter 7, and Section 38'/2 through 380 of www.westonandsampson.com WestoHUMPsonp Town of North Andover ►J Engineer Design Services Flocculation & Sedimentation Building for WTP RESPONSE TO EVALUATION CRITERIA a. the M.G.L. In addition, we have significant experience with land procurement under the Chapter 30 B Uniform Procurement Act, along with Department of Environmental Protection land development regulations. Our senior staff assigned to this project includes engineers that specialize in water treatment facility design as well as staff with experience in the planning, design and/or construction administration of municipal facility projects. Our personnel are knowledgeable of and have 1� demonstrated experience in facility construction in accordance with current development practices and standards, and thoroughly understand all of the unique technical and r� procedural requirements required for this project. C. Possess all necessary current licenses and registrations, either within the firm or through independent consultants, to qualify under Massachusetts' law to perform the `1 function of the engineer designer of the projects. As noted in Block 7 of our DSB form, our team possesses all the necessary Massachusetts r} licenses and registrations to successfully complete this project. Our proposed staff includes , a Registered Architect, Professional Structural Engineer, and Professional Engineers experienced in facilities and water treatment systems. r+ D. Provide evidence of insurance for general liability, automobile, worker's compensation (statutory) and professional services liability, as required. The present standard insurance coverage of Weston & Sampson includes a policy of EJ Professional Liability insurance that is issued by the Zurich American Insurance Company r with a Limit of Liability (Per Claim and Aggregate) of $2 million. Upon selection, we will be sure to meet the Town of North Andover's insurance requirements. The insurance certificates in Section 6 list Weston & Sampson's current professional liability and other insurance policies. E. Provide detailed description of at least two recent similar projects on which the engineer has performed similar services, identifying references with the owners of ry those projects as well as the personnel who worked on them and stating whether those individuals will be assigned to the Project. We have included in Section 8a of our DSB Application descriptions of five recent, relevant projects. Engineers Jeffery Alberti and James Fair provided facility design and construction administration services for projects in Wellesley, Weston, Brockton, and Westerly. F. Not be debarred under MGL c149, §44C or disqualified under MGL c7, §38D. Weston & Sampson confirms that it is not debarred under MGL c149, §44C or disqualified 7 under MGL c7, §38D. G. Submission of required statements and forms. Please refer to Section 8, Required Certifications. 71 www.westonandsampson.com WOWAVampsoa® L -i Town of North Andover Engineer Design Services Flocculation & Sedimentation Building for WTP RESPONSE TO EVALUATION CRITERIA COMPARATIVE EVALUATION CRITERIA A. Project Management Experience: Successful experience of firm or individual in the role of design engineer in the Commonwealth of Massachusetts over the last five (5) years: Our team members have completed the design and/or construction of prefabricated buildings at municipal operational facilities: ■ Wellesley ■ Weston ■ Brockton ■ Westerly ■ Charlton ■ Lynnfield ■ Wayland We are also currently designing a high arch gambrel building for Needham. Details on relevant projects are included in section 8a of our DSB Application. B. Project Design and Availability: Ability of firm or individual to begin work immediately and maintain a schedule to meet the Town's timetable: Weston & Sampson has the depth of experienced staff necessary to assure adequate staffing levels and continuity of service for this project. A multi -disciplinary firm with more than 380 professional engineers, architects, landscape architects, environmental scientists, professional geologists, Licensed Site Professionals, and technicians from which to draw, Weston & Sampson can provide professional staffing for this project, even during concurrent project assignments. Weston & Sampson is prepared to complete this project within the Town of North Andover's time limitations. Our proposed personnel will be available to start this project by May 2013 and are experienced at managing concurrent task work. Our anticipated schedule is included in Section 3. C. Team and Key Staff: Qualifications and involvement of key personnel to be assigned to this project and the experience of such personnel in relation to successfully completing the role of engineer for project similar in size and/or nature: As demonstrated in Block 7 of our DSB Form, all of our key project team members have relevant experience in projects similar to yours in both size and scope. D. Quality of References: References will be evaluated to identify the ability and quality of previous work as engineer designer on drinking water treatment plants in the Commonwealth of Massachusetts over the last five (5) years: www.westonandsampson.com Westofiviempsonp r� Town of North Andover Engineer Design Services Flocculation & Sedimentation Building for WTP r t RESPONSE TO EVALUATION CRITERIA `' Weston & Sampson has earned a reputation for quality work and outstanding client service. ,J In Block 8a of our DSB Form, we provide descriptions and references for five key projects completed within the past five years. We invite you to contact these client references to r-1 discuss our capabilities and past performance on projects similar to yours. 'i f-1 r1 v www.westonandsampson.com Westo►ampson� Sections Town of North Andover Engineer Design Services Flocculation & Sedimentation Building for WTP STATEMENT OF LEGAL PROCEEDINGS Weston & Sampson has not been involved in any legal administrative proceedings pending or concluded adversely to our firm within the past five years that relate to our performance on projects of this type. www.westonandsampson.com estoampson® a o o rte- .. a o � o a o 0 0 a u o �� D C7 C =] C] �7 �1 C� C� WESTAND-01 KPAWLOWSKI CERTIFICATE OF LIABILITY INSURANCE DATE 12(27/2012 � � 12/27/2012 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: ]f the certificate holder Is an ADDITIONAL INSURED, the pollcy(les) must be endorsed. If SUBROGAT(ON IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER Ames & Gough 659 Willard Street Suite 320 Duincy, MA 02169 INSURED Weston & Sampson Engineers, Inc 5 Centennial Drive Peabody, MA 01960 E,0417) 328-6555 NC, No): (617) 328.6888 INSURER(S) AFFORDING COVERAGE NAIC q INSURERA: Zurich American Insurance Company 16535 INSURER B INSURER C : INSURER D: INSURER E: ureneen e . COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. R _.____...'.._..TYPEOFINSURANCE ADDLSUBR-....._.........................__._....._....._.._ POLICY EFF POLICY EXP R INSR D POLICY NUMBER _ . (Mll/DD MMIDD LIMITS GENERALLIABIUTY EACH OCCURRENCE $ ftE TED _._.._......_.._ 7CLAIMS-MADE MERC1AL GENERAL LIABILITY PREMISES(Ea occwrenoa)$ OCCUR MED EXP (Any one person) $ GEN•L AGGREGATE LIMIT APPLIES PER: $ BODILY INJURY (Per accident) 3 PRO POLICY ,:ECT LOC 5. ---- $ AUTOMOBILE LIABILITY $ AGGREGATE $ ANY AUTO ALLSCHEDULED AUTOS AUTOS NON -OWNED HIRED AUTOS AUTOS UMBRELLA LIAR I I OCCUR EXCESS LLAB II—II M ADAR WORKERS COMPENSATION AND EMPLOYERS' LIABILITY YIN ANY PROPRIETOR/PARTNERIEXECUTIVE ❑ NIA OFFICERIMEMBER EXCLUDED? (Mandatory in NH) U yes, descnbe under DESCRIPTION OF OPERATIONS beta& A Prof. Liability _..-..____...._... EOC 9671257 04 A EOC 9671257 04 PERSONAL& ADV INJURY $ GENERAL AGGREGATE $ PRODUCTS -COMPIOP AGG $ S BODILY INJURY (Per person) $ BODILY INJURY (Per accident) 3 PROPERTY DAMAGE (PERACCIDEN 5. ---- $ EACH OCCURRENCE $ AGGREGATE $ E.LEACH ACC [DENT $ EL. DISEASE - EA EMPLOYE $ E.L. DISEASE - POLICY LIMIT $ 7/3/2012 7/3/2013 Per Claim 1 7/312012 7/3/2013 Aggregate 2 -- --._..............._..._................. .-------- DESCRIPTION ..- -DESCRIPTION OF OPERATIONS 1 LOCATIONS I VEHICLES (Attach ACORD 101, Additional Remarks Schedule, U more space 13 required) For Proposal Only CERTIFICATE HOLDER CANCELLATION Example SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ©1988.2010 ACORD CORPORATION, All rights reserved. ACORD 25 (2010105) The ACORD name and logo are registered marks of ACORD A� V CERTIFICATE OF LIABILITY INSURANCE ATE D/25/ IDDIY3 1/25/2013 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Eastern Insurance Group LLC 233 West Central Street Natick MA 01760 CONTACT Construction NAME: P"o"E . (508) 651-7700 FA No: EMAIL DR SS: INSURERS AFFORDING COVERAGE NAIC # INSURERA:Great Divide Insurance Co 25224 INSURED Weston & Sampson Engineers, Inc Five Centennial Drive PeabodyMA 01960 INSURERB:Starr Indemnity & Liability Co. 38318 INSURER C: INSURER D: INSURER E: INSURER F 1'nVFRAr:9zC r9=RTIFIr:ATF NIIMRFR-Master 2013 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTRlulijm TYPE OF INSURANCE ADDL SUER POLICY NUMBER MM/DDY EFF POLICMM/DDY EXP LIMITS A GENERAL LIABILITY X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE FxI OCCUR LP2007362-10 1/1/2013 /1/2014 EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTED 300,000 PREMISES Ea occurrence $ MED EXP (Any one person) $ 15,000 PERSONAL& ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: POLICY X PRO LOC PRODUCTS - COMP/OP AGG $ 2,000,000 $ A A AUTOMOBILE LIABILITY X ANY AUTO ALL OWNED SCHEDULED AUTOAUTOS X HIRED SAUTOS X AUTOS NON -OWNED MAA2007361-10 MA P2007360-10 AOS 1/1/2013 /1/2013 /1/2014 1/1/2014 (CEOMBINED ..der") SINGLE LIMIT 1,000,000 BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ Perr accident) ROPERTY DAMAGE $ B X UMBRELLA LIABX EXCESS LIAB OCCUR CLAIMS -MADE SISCCCLO1974113 /1/2013 1/1/2014 EACH OCCURRENCE $ 7,000,000 AGGREGATE $ 7,000,000 DED I I RETENTION $ A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N OFFICER/MEMBER EXCLUDED? FN7 (Mandatory In NH) If yes, describe under DESCRIPTION OF OPERATIONS below N / A CA2007359-10 /1/2013 /1/2014 X I WC STATUCRY LIM - OTH- E.L. EACH ACCIDENT $ 11000,000 E.L. DISEASE - EA EMPLOYE $ 1,000,000 E.L. DISEASE - POLICY LIMIT 1 $ 1,000,000 DESCRIPTION OF OPERATIONS / LOCATIONS I VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space is required) t:tK 111-IL;A I t MULLItK %IMMICLLN I IVIY FOR PROPOSAL PURPOSES ONLY ACORD 25 (2010105) INSn25 rgninnsi ni SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE Fulham/BC4 ©1988-2010 ACORD CORPORATION. All rights reserved. Tho Ar rwn nnmo onel Innn oro roniefororl mnrlre of Arnon Town of North Andover Engineer Design Services Flocculation & Sedimentation Building for WTP EVIDENCE OF FINANCIAL STABILITY Weston & Sampson is a financially stable, privately held corporation. Weston & Sampson was established in 1899, and since that time we have never filed for bankruptcy under any provision of the Federal Bankruptcy Laws. Our financial reference is as follows: Mr. John Farmer, Sr. Vice President Eastern Bank 265 Franklin Street Floor 2, BOS 203 Boston, Massachusetts 02110-3120 (617) 897-1081 www.westonandsampson.com We to ampsonp a o 0 0 a o 0 0 4 O O C� a o 0 0 D C7 C� C� D C� C� [ CERTIFICATIONS CERTIFICATE OF NON -COLLUSION The undersigned certifies under penalties of perjury that this bid or proposal has been made and submitted in good faith and without collusion or fraud with any other person. As used in this certification, the word "person" shall mean natural person, business, partnership, corporation, committee, union, club or other organization, entity, or group of individuals. Signature Date March 7, 2013 Bruce W. Adams, PE, Vice President Weston & Sampson Engineers, Inc. Print Name & Title Company Name CERTIFICATE OF TAX COMPLIANCE Pursuant to Chapter 62C of the Massachusetts General Laws, Section 49A (b), I Bruce W. Adams , authorized signatory for Weston & Sampson Engineers, Inc. Name of individual Name of contractor do hereby certify under the pains and penalties of perjury that said contractor has complied with all laws of the Commonwealth of Massachusetts, and the Town of North Andover, relating to taxes, permit or other fees, reporting of employees and contractors, and withholding and remitting child support. 9 Signature March 7, 2013 Date Town of North Andover RFQ Page 11 of 39 Engineer Design Services — Flocculation & Sedimentation Building (WTP) *** SEE ATTACHED CERTIFICATE OF VOTE *** CERTIFICATE OF VOTE At a duly authorized meeting the Board of Directors of the held on it was VOTED, THAT (Name) (Officer) of be and hereby is authorized to execute contracts and bonds in the name and on behalf of said , and affix its corporate seal hereto; and such execution of any contract or obligation in the name of on its behalf by such officer under seal of , shall be valid and binding upon that I hereby certify that I am the clerk of the above named and is the duly elected officer as above of said and that the above vote has not been amended or rescinded and remains in full force and effect as the date of this contract. (Date) (Clerk) *** SEE ATTACHED CERTIFICATE OF VOTE *** Town of North Andover RFQ Page 12 of 39 Engineer Design Services — Flocculation & Sedimentation Building (WTP) Clerk's Certificate of Vote The undersigned, Clerk of Weston & Sampson Engineers, Inc. hereby certifies that, at a meeting duly called in accordance with the by-laws, the Board of Directors unanimously passed the following resolution on December 19, 2012. VOTED: To authorize Francis W. Yanuskiewicz Robert A. Goober Peter M. Smith George D. Naslas Patrick J. Connelly Eugene R. Bolinger Michael J. Scipione Donald G. Gallucci Bruce W. Adams Kent M. Nichols Barbara K. Cook Christopher B. Wester Prasanta K. Bhunia John A. Bocchino acting individually, to execute and deliver on behalf of the Corporation, contracts for Professional Services which are in the ordinary course of the Corporation's business, not including contracts exceeding $1,000,000, during the fiscal year 2013 . VOTED: To authorize Richard J. Messer Jeffery F. Budrow Frank M. Ricciardi acting individually, to execute and deliver on behalf of the Corporation, contracts for Professional Services which are in the ordinary course of the Corporation's business, not including contracts exceeding $500,000, during the fiscal year 2013. VOTED: To authorize Robert Horner Jeffrey A. Wilson Christopher M. Perkins acting individually, to execute and deliver on behalf of the Corporation, contracts for Professional Services which are in the ordinary course of the Corporation's business, not including contracts exceeding $100,000, during the fiscal year 2013. VOTED: To authorize Kenneth J. Bisceglio acting individually, to execute and deliver on behalf of the Corporation, contracts for Professional Services which are in the ordinary course of the Corporation's business, not including contracts exceeding $50,000, during the fiscal year 2013 The undersigned further certifies that the above vote has not been amended or rescinded and remains in full force and effect as of the date set forth below. RobertA. Goober, Clerk Date Weston & Sampson Engineers, Inc. MASSACHUSETTS REGISTERED PRINCIPAL OF FIRM RESPONSIBLE FOR THIS PROJECT IS: Bruce W. Adams, PE 1. In accordance with the provisions of the Massachusetts General Laws, Chapter 29, §29A(4), I hereby certify that a resume of the Designer has been filed with the Designer Selection Board. In accordance with Chapter 7, §38H(e), I further certify that the DESIGNER has not given, offered or agreed to give any person, corporation, or other entity any gift, contribution or offer of employment as an inducement for, or in connection with, the award of the contract for design services; no consultant to or subcontractor for the DESIGNER; and no person, corporation or other entity, other than a bonafide full-time employee of the DESIGNER, has been retained or hired by the DESIGNER to solicit for, or in any way assist, the DESIGNER in obtaining the contract for design services upon an agreement or understanding that such person, corporation or other entity be paid a fee or other consideration contingent upon the award of the contract to the DESIGNER. I also certify that under the pains and penalties of perjury that the Designer has not offered, given, or agreed to give, received, accepted, or agreed to accept, any gift, contribution, or any financial incentive whatsoever to or from any person in connection with the contract. As used in this certification, the word "person" shall mean any natural person, business, partnership, corporation, union, committee, club, or other organization, entity or group of individuals. Furthermore, the Designer certifies under the penalties of perjury that throughout the duration of the contract, it will not have any financial relationship in connection with the performance of this contract with any materials manufacturer, distributor or vendor. Signed under the pains and penalties of perjury this 7 th day of March , 2013 By: Name: Bruce W. Adams, PE, Vice President Designer Weston & Sampson Engineers, Inc. Town of North Andover RFQ Page 27 of 39 Engineer Design Services — Flocculation & Sedimentation Building (WTP) Westolfwampsone environmental/infrastructure consultants , �X4,,1-800-SAMPSON ..�_ westonandsampson.com Offices in: MA, CT, NH, VT, NY, NJ, PA, SC & FL r'f u r n u n �j Li tJ r 1 u Engineer Design Services - Flocculation/Sedimentation Building Summary: Weston & Sampson Woodard and Curran Comparative Criteria A Comparative Criteria B Comparative Criteria C Comparative Criteria D Comparative Criteria A Comparative Criteria B Comparative Criteria C Comparative Criteria D Score 50 58 Company: Weston & Sampson Glenn A Dan C Steve F 3 1 5 5 3 5 5 3 5 5 5 5 Subtotal: 18 12 20 Score 50 Company: Woodard and Curran Glenn A Dan C Steve F 5 5 5 5 5 5 5 5 3 5 5 5 Subtotal: 20 20 18 Score 58 COMPANY: '�S� D h 'Stk m S b h Evaluation of `Engineer/Design Services — Flocculation & Sedimentation Building (WTP)' Submissions Minimum Criteria/Qualifications Each applicant must demonstrate that it meets the following minimum qualifications: A. Minimum of five years experience in public projects of a similar nature for the principals assigned, specifically including work with prefabricated structures at drinking water treatment plants. In documenting this qualification, the applicant should describe the professional background of the firm and the extent of previous experience of firm personnel or consultants to be assigned to the project and identify the anticipated role that each will play in the project. B. Knowledge of, and experience in, legal and administrative requirements, procedures, and practices related to the design and construction of Massachusetts public building projects including the State Building Code, regulations of the Architectural Barriers Board and Massachusetts public building and procurement law. C. Possess all necessary current licenses and registrations, either within the firm or through independent consultants, to qualify under Massachusetts' law to perform the function of the engineer designer of the projects. D. Provide evidence of insurance for general liability, automobile, worker's compensation (statutory) and professional services liability, as required. E. Provide detailed description of at least two recent similar projects on which the engineer has performed similar services, identifying references with the owners of those projects as well as the personnel who worked on them and stating whether those individuals will be assigned to the Project. F. Not be debarred under MGL c149, §44C or disqualified under MGL c7, §38D. G. Submission of required statements and forms. ALL MINIMUM CRITERIA/QUALITIFCATIONS MET: YES -� NO Evaluation of `Engineer/Design Services — Flocculation & Sedimentation Building' Submissions Page 1 of 4 Comparative Evaluation Criteria All proposals meeting the minimum criteria/qualifications will then be evaluated based upon the specific comparative evaluation criteria. The following point schedule will be utilized: Highly advantageous 5 points Response excels on the specific criterion Advantageous 3 points Response meets evaluation standard for the criterion Least Advantageous 1 point Response does not fully meet the criterion or leaves a question or issue not fully addressed Does Not Meet 0 points * Does not address the criterion * Proposal is automatically eliminated from further consideration if "0 points" is received in any category. A. Project Management Experience: Successful experience of firm or individual in the role of design engineer in the Commonwealth of Massachusetts over the last five (5) years: ♦ Experience in completing four (4) or more municipal prefabricated building structure design contracts at drinking water treatment plants will be considered Highly Advantageous (5 points) ♦ Experience in completing two (2) or three (3) municipal prefabricated building structure design contracts will be considered Advantageous (3 points) ♦ Experience in completing one (1) municipal engineering design contract will be considered Least Advantageous (1 point) ♦ No experience in municipal engineering design contracts will be considered as Does Not Meet (0 points and elimination from further consideration) SCORE FOR COMPARATIVE EVALUATION CRITERIA A: B. Project Design and Availability: Ability of firm or individual to begin work immediately and maintain a schedule to meet the Town's timetable: ♦ Able to devote sufficient resources to complete the project according to the Town's timetable, and available by May, 2013 to begin contract work will be considered Highly Advantageous (5 points) ♦ Information provided leaves unsure of ability to devote sufficient resources and to meet the projects' timetables, and available by July, 2013 to begin contract work will be considered Advantageous (3 points) ♦ Demonstrate limited engineer design ability, but may be able to devote sufficient resources to complete the project in accordance with Town's timetable, and available by September, 2013 to begin contract work will be considered Least Advantageous (1 point) Evaluation of `Engineer/Design Services — Flocculation & Sedimentation Building' Submissions Page 2 of 4 ♦ Unable to devote sufficient resources to meet the project's timetable will be considered as Does Not Meet (0 points and elimination from further consideration) SCORE FOR COMPARATIVE EVALUATION CRITERIA B: S C. Team and Kew: Qualifications and involvement of key personnel to be assigned to this project and the experience of such personnel in relation to successfully completing the role of engineer for project similar in size and/or nature: ♦ Key staff that have at least seven (7) years of relevant experience in prefabricated building structure design contracts at drinking water treatment plants in the Commonwealth of Massachusetts will be considered Highly Advantageous (5 points) Key staff that have at least five (5) years of relevant experience in prefabricated building structure design contracts in the Commonwealth of Massachusetts will be considered Advantageous (3 points) ♦ Key staff that have less than five (5) years of relevant experience in municipal engineering design contract in the Commonwealth of Massachusetts will be considered Does Not Meet (0 points and elimination from further consideration) SCORE FOR COMPARATIVE EVALUATION CRITERIA C: D. Quality of References: References will be evaluated to identify the ability and quality of previous work as engineer designer on drinking water treatment plants in the Commonwealth of Massachusetts over the last five (5) years: ♦ Achieving successful design experience from four (4) or more previous contracts will be considered Highly Advantageous (5 points) ♦ Achieving successful design experience from two (2) or three (3) previous contracts will be considered Advantageous (3 points) ♦ Achieving successful design experience from one (1) previous contract will be considered Least Advantageous (1 point) SCORE FOR COMPARATIVE EVALUATION CRITERIA D: Evaluation of `Engineer/Design Services — Flocculation & Sedimentation Building' Submissions Page 3 of 4 COMPANY: es�C h c� a m 05\) Y-) SUMMARY ALL MINIMUM CRITERIA/QUALIFICATIONS MET: YES NO SCORE FOR COMPARATIVE EVALUATION CRITERIA A: 3 SCORE FOR COMPARATIVE EVALUATION CRITERIA B: SCORE FOR COMPARATIVE EVALUATION CRITERIA C: S SCORE FOR COMPARATIVE EVALUATION CRITERIA D. TOTAL SCORE: ' v NAME OF EVALUATOR: C— DATE: a\\%\\ 3 Evaluation of `Engineer/Design Services — Flocculation & Sedimentation Building' Submissions Page 4 of 4 COMPANY: W o 0 4A S- C- v ry U r Evaluation of `Engineer/Design Services — Flocculation & Sedimentation Building (WTP)' Submissions Minimum Criteria/Oualifications Each applicant must demonstrate that it meets the following minimum qualifications: A. Minimum of five years experience in public projects of a similar nature for the principals assigned, specifically including work with prefabricated structures at drinking water treatment plants. In documenting this qualification, the applicant should describe the professional background of the firm and the extent of previous experience of firm personnel or consultants to be assigned to the project and identify the anticipated role that each will play in the project. B. Knowledge of, and experience in, legal and administrative requirements, procedures, and practices related to the design and construction of Massachusetts public building projects including the State Building Code, regulations of the Architectural Barriers Board and Massachusetts public building and procurement law. C. Possess all necessary current licenses and registrations, either within the firm or through independent consultants, to qualify under Massachusetts' law to perform the function of the engineer designer of the projects. D. Provide evidence of insurance for general liability, automobile, worker's compensation (statutory) and professional services liability, as required. E. Provide detailed description of at least two recent similar projects on which the engineer has performed similar services, identifying references with the owners of those projects as well as the personnel who worked on them and stating whether those individuals will be assigned to the Project. F. Not be debarred under MGL c149, §44C or disqualified under MGL c7, §38D. G. Submission of required statements and forms. ALL MINIMUM CRITERIA/QUALITIFCATIONS MET: YES NO Evaluation of `Engineer/Design Services — Flocculation & Sedimentation Building' Submissions Page 1 of 4 Comparative Evaluation Criteria All proposals meeting the minimum criteria/qualifications will then be evaluated based upon the specific comparative evaluation criteria. The following point schedule will be utilized: Highly advantageous 5 points Response excels on the specific criterion Advantageous 3 points Response meets evaluation standard for the criterion Least Advantageous 1 point Response does not fully meet the criterion or leaves a question or issue not fully addressed Does Not Meet 0 points * Does not address the criterion * Proposal is automatically eliminated from further consideration if "0 points" is received in any category. A. Project Management Experience: Successful experience of firm or individual in the role of design engineer in the Commonwealth of Massachusetts over the last five (5) years: ♦ Experience in completing four (4) or more municipal prefabricated building structure design contracts at drinking water treatment plants will be considered Highly Advantageous (5 points) ♦ Experience in completing two (2) or three (3) municipal prefabricated building structure design contracts will be considered Advantageous (3 points) ♦ Experience in completing one (1) municipal engineering design contract will be considered Least Advantageous (1 point) ♦ No experience in municipal engineering design contracts will be considered as Does Not Meet (0 points and elimination from further consideration) SCORE FOR COMPARATIVE EVALUATION CRITERIA A: B. Project Design and Availability: Ability of firm or individual to begin work immediately and maintain a schedule to meet the Town's timetable: ♦ Able to devote sufficient resources to complete the project according to the Town's timetable, and available by May, 2013 to begin contract work will be considered Highly Advantageous (5 points) ♦ Information provided leaves unsure of ability to devote sufficient resources and to meet the projects' timetables, and available by July, 2013 to begin contract work will be considered Advantageous (3 points) ♦ Demonstrate limited engineer design ability, but may be able to devote sufficient resources to complete the project in accordance with Town's timetable, and available by September, 2013 to begin contract work will be considered Least Advantageous (1 point) Evaluation of `Engineer/Design Services — Flocculation & Sedimentation Building' Submissions Page 2 of 4 ♦ Unable to devote sufficient resources to meet the project's timetable will be considered as Does Not Meet (0 points and elimination from further consideration) SCORE FOR COMPARATIVE EVALUATION CRITERIA B: C. Team and Kew: Qualifications and involvement of key personnel to be assigned to this project and the experience of such personnel in relation to successfully completing the role of engineer for project similar in size and/or nature: ♦ Key staff that have at least seven (7) years of relevant experience in prefabricated building structure design contracts at drinking water treatment plants in the Commonwealth of Massachusetts will be considered Highly Advantageous (5 points) ' ♦ Key staff that have at least five (5) years of relevant experience in prefabricated building structure design contracts in the Commonwealth of Massachusetts will be Y considered Advantageous (3 points) ♦ Key staff that have less than five (5) years of relevant experience in municipal engineering design contract in the Commonwealth of Massachusetts will be considered Does Not Meet (0 points and elimination from further consideration) SCORE FOR COMPARATIVE EVALUATION CRITERIA C: D. Quality of References: References will be evaluated to identify the ability and quality of previous work as engineer designer on drinking water treatment plants in the Commonwealth of Massachusetts over the last five (5) years: ♦ Achieving successful design experience from four (4) or more previous contracts will be considered Highly Advantageous (5 points) ♦ Achieving successful design experience from two (2) or three (3) previous contracts will be considered Advantageous (3 points) ♦ Achieving successful design experience from one (1) previous contract will be considered Least Advantageous (1 point) SCORE FOR COMPARATIVE EVALUATION CRITERIA D: T— Evaluation of `Engineer/Design Services — Flocculation & Sedimentation Building' Submissions Page 3 of 4 COMPANY: W t A a A � Chi TI°T1%ff 1 "%7 ALL MINIMUM CRITERIA/QUALIFICATIONS MET: YES /\ SCORE FOR COMPARATIVE EVALUATION CRITERIA A: SCORE FOR COMPARATIVE EVALUATION CRITERIA B: SCORE FOR COMPARATIVE EVALUATION CRITERIA C: SCORE FOR COMPARATIVE EVALUATION CRITERIA D: TOTAL SCORE: —),V NAME OF EVALUATOR: DATE: act Evaluation of `Engineer/Design Services — Flocculation & Sedimentation Building' Submissions Page 4 of 4 w Vi COMPANY: VIQODAI� 4C�4R/�/v Evaluation of `Engineer/Design Services — Flocculation & Sedimentation Building (WTP)' Submissions Minimum Criteria/Qualifications Each applicant must demonstrate that it meets the following minimum qualifications: A. Minimum of five years experience in public projects of a similar nature for the principals assigned, specifically including work with prefabricated structures at drinking water treatment plants. In documenting this qualification, the applicant should describe the professional background of the firm and the extent of previous experience of firm personnel or consultants to be assigned to the project and identify the anticipated role that each will play in the project. B. Knowledge of, and experience in, legal and administrative requirements, procedures, and practices related to the design and construction of Massachusetts public building projects including the State Building Code, regulations of the Architectural Barriers Board and Massachusetts public building and procurement law. C. Possess all necessary current licenses and registrations, either within the firm or through independent consultants, to qualify under Massachusetts' law to perform the function of the engineer designer of the projects. D. Provide evidence of insurance for general liability, automobile, worker's compensation (statutory) and professional services liability, as required. E. Provide detailed description of at least two recent similar projects on which the engineer has performed similar services, identifying references with the owners of those projects as well as the personnel who worked on them and stating whether those individuals will be assigned to the Project. F. Not be debarred under MGL c149, §44C or disqualified under MGL c7, §38D. G. Submission of required statements and forms. ALL MINIMUM CRITERIA/QUALITIFCATIONS MET: YES __/ NO Evaluation of `Engineer/Design Services — Flocculation & Sedimentation Building' Submissions Page 1 of 4 w I: Comparative Evaluation Criteria All proposals meeting the minimum criteria/qualifications will then be evaluated based upon the specific comparative evaluation criteria. The following point schedule will be utilized: Highly advantageous 5 points Response excels on the specific criterion Advantageous 3 points Response meets evaluation standard for the criterion Least Advantageous 1 point Response does not fully meet the criterion or leaves a question or issue not fully addressed Does Not Meet 0 points * Does not address the criterion * Proposal is automatically eliminated from further consideration if "0 points" is received in any category. A. Project Management Experience: Successful experience of firm or individual in the role of design engineer in the Commonwealth of Massachusetts over the last five (5) years: ♦ Experience in completing four (4) or more municipal prefabricated building structure design contracts at drinking water treatment plants will be considered Highly Advantageous (5 points) ♦ Experience in completing two (2) or three (3) municipal prefabricated building structure design contracts will be considered Advantageous (3 points) ♦ Experience in completing one (1) municipal engineering design contract will be considered Least Advantageous (1 point) ♦ No experience in municipal engineering design contracts will be considered as Does Not Meet (0 points and elimination from further consideration) SCORE FOR COMPARATIVE EVALUATION CRITERIA A: B. Project Design and Availability: Ability of firm or individual to begin work immediately and maintain a schedule to meet the Town's timetable: ♦ Able to devote sufficient resources to complete the project according to the Town's timetable, and available by May, 2013 to begin contract work will be considered Highly Advantageous (5 points) ♦ Information provided leaves unsure of ability to devote sufficient resources and to meet the projects' timetables, and available by July, 2013 to begin contract work will be considered Advantageous (3 points) ♦ Demonstrate limited engineer design ability, but may be able to devote sufficient resources to complete the project in accordance with Town's timetable, and available by September, 2013 to begin contract work will be considered Least Advantageous (1 point) Evaluation of `Engineer/Design Services — Flocculation & Sedimentation Building' Submissions Page 2 of 4 41 ♦ Unable to devote sufficient resources to meet the project's timetable will be considered as Does Not Meet (0 points and elimination from further consideration) SCORE FOR COMPARATIVE EVALUATION CRITERIA B: C. Team and Key Staff: Qualifications and involvement of key personnel to be assigned to this project and the experience of such personnel in relation to successfully completing the role of engineer for project similar in size and/or nature: ♦ Key staff that have at least seven (7) years of relevant experience in prefabricated building structure design contracts at drinking water treatment plants in the Commonwealth of Massachusetts will be considered Highly Advantageous (5 points) ♦ Key staff that have at least five (5) years of relevant experience in prefabricated building structure design contracts in the Commonwealth of Massachusetts will be considered Advantageous (3 points) ♦ Key staff that have less than five (5) years of relevant experience in municipal engineering design contract in the Commonwealth of Massachusetts will be considered Does Not Meet (0 points and elimination from further consideration) SCORE FOR COMPARATIVE EVALUATION CRITERIA C: S D. Quality of References: References will be evaluated to identify the ability and quality of previous work as engineer designer on drinking water treatment plants in the Commonwealth of Massachusetts over the last five (5) years: ♦ Achieving successful design experience from four (4) or more previous contracts will be considered Highly Advantageous (5 points) ♦ Achieving successful design experience from two (2) or three (3) previous contracts will be considered Advantageous (3 points) ♦ Achieving successful design experience from one (1) previous contract will be considered Least Advantageous (1 point) SCORE FOR COMPARATIVE EVALUATION CRITERIA D: Evaluation of `Engineer/Design Services — Flocculation & Sedimentation Building' Submissions Page 3 of 4 i r 0./ W / 9,-;- 4�� zl&1,41y CiTMMAi2V ALL MINIMUM CRITERIA/QUALIFICATIONS MET: YES V NO SCORE FOR COMPARATIVE EVALUATION CRITERIA A: SCORE FOR COMPARATIVE EVALUATION CRITERIA B: SCORE FOR COMPARATIVE EVALUATION CRITERIA C: SCORE FOR COMPARATIVE EVALUATION CRITERIA D. TOTAL SCORE: -2,-Z) NAME OF EVALUATOR: DATE: C Evaluation of `Engineer/Design Services — Flocculation & Sedimentation Building' Submissions Page 4 of 4 �oil 7 Wn �M ME11 Evaluation of `Engineer/Design Services — Flocculation & Sedimentation Building (WTP)' Submissions Minimum Criteria/Qualifications Each applicant must demonstrate that it meets the following minimum qualifications: A. Minimum of five ears experience in public projects of a similar nature for the rind als �� Y p P p, J p �� n assigned, specifically including work with prefabrieated�trtzctures at drinking _ovate treatment plants. In documenting this quali ication, the applicant should describe the professional background of the firm and the extent of previous experience of firm personnel or consultants to be assigned to the project and identify the anticipated role that each will play in the project. B. Knowledge of, and experience in, legal and administrative requirements, procedures, and practices related to the design and construction of Massachusetts public building projects including the State Building Code, regulations of the Architectural Barriers Board and Massachusetts public building and procurement law. C. Possess all necessary current licenses and registrations, either within the firm or through independent consultants, to qualify under Massachusetts' law to perform the function of the engineer designer of the projects. D. Provide evidence of insurance for general liability, automobile, worker's compensation (statutory) and professional services liability, as required. ��✓� it E. Provide detailed description of at least two recent similar projects on which the engineer has performed similar services, identifying references with the owners of those projects as well as the personnel who worked on them and stating whether those individuals will be assigned to the Project. F. Not be debarred under MGL c149, §44C or disqualified under MGL c7, §38D. G. Submission of required statements and forms. ALL MINIMUM CRITERIA/QUALITIFCATIONS MET: YES NO V Evaluation of `Engineer/Design Services — Flocculation & Sedimentation Building' Submissions Page 1 of 4 Comparative Evaluation Criteria All proposals meeting the minimum criteria/qualifications will then be evaluated based upon the specific comparative evaluation criteria. The following point schedule will be utilized: Highly advantageous 5 points Response excels on the specific criterion Advantageous 3 points Response meets evaluation standard for the criterion Least Advantageous 1 point Response does not fully meet the criterion or leaves a question or issue not fully addressed Does Not Meet 0 points * Does not address the criterion * Proposal is automatically eliminated from further consideration if "0 points" is received in any category. A. Project Managem I xperience: Successful experience of firm or individual in the role of design engineer in the Commonwealth of Massachusetts over the last five (5) years: ♦ Experience in completing four (4) or more municipal prefabricated building structure design contracts at drinking water treatment plants will be considered Highly Advantageous (5 points) ♦ Experience in completing two (2) or three (3) municipal prefabricated building structure design contracts will be considered Advantageous (3 points) ♦ Experience in completing one (1) municipal engineering design contract will be considered Least Advantageous (1 point) ♦ No experience in municipal engineering design contracts will be considered as Does Not Meet (0 points and elimination from further consideration) SCORE FOR COMPARATIVE EVALUATION CRITERIA A: I B. Project Design and Availability: Ability of firm or individual to begin work immediately and maintain a schedule to meet the Town's timetable: ♦ Able to devote sufficient resources to complete the project according to the Town's timetable, and available by May, 2013 to begin contract work will be considered Highly Advantageous (5 points) ♦ Information provided leaves unsure of ability to devote sufficient resources and to meet the projects' timetables, and available by July, 2013 to begin contract work will be considered Advantageous (3 points) ♦ Demonstrate limited engineer design ability, but may be able to devote sufficient resources to complete the project in accordance with Town's timetable, and available by September, 2013 to begin contract work will be considered Least Advantageous (1 point) Evaluation of `Engineer/Design Services — Flocculation & Sedimentation Building' Submissions Page 2 of 4 ♦ Unable to devote sufficient resources to meet the project's timetable will be considered as Does Not Meet (0 points and elimination from further consideration) SCORE FOR COMPARATIVE EVALUATION CRITERIA B: 3 C. Team and Key Staff: Qualifications and involvement of key personnel to be assigned to this project and the experience of such personnel in relation to successfully completing the role of engineer for project similar in size and/or nature: ♦ Key staff that have at least seven (7) years of relevant experience in prefabricated building structure design contracts at drinking water treatment plants in the Commonwealth of Massachusetts will be considered Highly Advantageous (5 points) ♦ Key staff that have at least five (5) years of relevant experience in prefabricated building structure design contracts in the Commonwealth of Massachusetts will be considered Advantageous (3 points) ♦ Key staff that have less than five (5) years of relevant experience in municipal engineering design contract in the Commonwealth of Massachusetts will be considered Does Not Meet (0 points and elimination from further consideration) SCORE FOR COMPARATIVE EVALUATION CRITERIA C: 3 D. Quality of References: References will be evaluated to identify the ability and quality of previous work as engineer designer on drinking water treatment plants in the Commonwealth of Massachusetts over the last five (5) years: ♦ Achieving successful design experience from four (4) or more previous contracts will be considered Highly Advantageous (5 points) ♦ Achieving successful design experience from two (2) or three (3) previous contracts will be considered Advantageous (3 points) ♦ Achieving successful design experience from one (1) previous contract will be considered Least Advantageous (1 point) SCORE FOR COMPARATIVE EVALUATION CRITERIA D: Evaluation of `Engineer/Design Services — Flocculation & Sedimentation Building' Submissions Page 3 of 4 40 R COMPANY: V V l��`)/ w Ci TMM A A V ALL MINIMUM CRITERIA/QUALIFICATIONS MET: YES NO SCORE FOR COMPARATIVE EVALUATION CRITERIA A: I SCORE FOR COMPARATIVE EVALUATION CRITERIA B: SCORE FOR COMPARATIVE EVALUATION CRITERIA C: SCORE FOR COMPARATIVE EVALUATION CRITERIA D: TOTAL SCORE: /0 NAME OF EVALUATOR: DATE:�� Evaluation of `Engineer/Design Services — Flocculation & Sedimentation Building' Submissions Page 4 of 4 COMPANY: SUMMARY ALL MINIMUM CRITERIA/QUALIFICATIONS MET: YES �NO SCORE .FOR COMPARATIVE EVALUATION CRITERIA A: SCORE FOR COMPARATIVE EVALUATION CRITERIA B: SCORE FOR COMPARATIVE EVALUATION CRITERIA C: SCORE FOR COMPARATIVE EVALUATION CRITERIA D: NAME OF EVALUATOR: TOTAL SCORE: 2-0 DATE: Evaluation of'EngineeiJDesign Services --Flocculation & Sedimentation Buildiiig' Subniis'sions Page 4 of4 COMPANY: SUMMARY ALL MINIMUM CRITERIA/QUALIFICATIONS MET: YES NO SCORE FOR COMPARA'T'IVE EVALUATION CRITERIA A: SCORE FOR COMPARATIVE EVALUATION CRITERIA B: SCORE FOR COMPARATIVE EVALUATION CRITERIA C: SCORE FOR COMPARATIVE EVALUATION CRITERIA D: NAME OF EVALUATOR: DATE: TOTAL SCORE: Evaluation of `1 ngineer/Design Services — Flocculation & Sedimentation Building' Submissions Page 4 of 4 INTEROFFICE MEMORANDUM TO: DATE: March 11, 2013 FROM: Ray Santilli Assistant Town Manager SUBJ: Evaluations of `Engineer/Design Services — Flocculation & Sedimentation Building' Proposals You have been designated to review the proposals received in response to the Request for Qualifications for `Engineer/Design Services — Flocculation & Sedimentation Building'. A total of two (2) submissions were received. The following documents are included in this package: The complete RFQ document; Two (2) copies of the "Evaluation of Architect/Design Services — School Administration Building Submissions" form; Copies of each of the two (2) proposals to review and evaluate. You will first need to read the RFQ document to acquaint yourself with the specific requirements. I have included in the evaluation form the specific requirements for the comparative evaluation criteria. For each of the comparative evaluation criteria, you must score the proposal as either "highly advantageous" for 5 points, "advantageous" for 3 points, "least advantageous" for 1 point, or "does not meet" for 0 points. The last page of the evaluation form is a summary of the allotted scores for each proposal. Please return the evaluation forms directly to me. You are advised to not consult and/or compare with each other. If you have any questions, concerns and/or issues, please call me at 978-688-9516. COMPANY: Evaluation of `Engineer/Design Services — Flocculation & Sedimentation Building (WTP)' Submissions Minimum Criteria/Qualifications Each applicant must demonstrate that it meets the following minimum qualifications: A. Minimum of five years experience in public projects of a similar nature for the principals assigned, specifically including work with prefabricated structures at drinking water treatment plants. In documenting this qualification, the applicant should describe the professional background of the firm and the extent of previous experience of firm personnel or consultants to be assigned to the project and identify the anticipated role that each will play in the project. B. Knowledge of, and experience in, legal and administrative requirements, procedures, and practices related to the design and construction of Massachusetts public building projects including the State Building Code, regulations of the Architectural Barriers Board and Massachusetts public building and procurement law. C. Possess all necessary current licenses and registrations, either within the firm or through independent consultants, to qualify under Massachusetts' law to perform the function of the engineer designer of the projects. D. Provide evidence of insurance for general liability, automobile, worker's compensation (statutory) and professional services liability, as required. E. Provide detailed description of at least two recent similar projects on which the engineer has performed similar services, identifying references with the owners of those projects as well as the personnel who worked on them and stating whether those individuals will be assigned to the Project. F. Not be debarred under MGL c149, §44C or disqualified under MGL c7, §38D. G. Submission of required statements and forms. ALL MINIMUM CRITERIA/QUALITIFCATIONS MET: YES NO Evaluation of `Engineer/Design Services — Flocculation & Sedimentation Building' Submissions Page 1 of 4 Comparative Evaluation Criteria All proposals meeting the minimum criteria/qualifications will then be evaluated based upon the specific comparative evaluation criteria. The following point schedule will be utilized: Highly advantageous 5 points Response excels on the specific criterion Advantageous 3 points Response meets evaluation standard for the criterion Least Advantageous 1 point Response does not fully meet the criterion or leaves a question or issue not fully addressed Does Not Meet 0 points * Does not address the criterion * Proposal is automatically eliminated from further consideration if "0 points" is received in any category. A. Project Management Experience: Successful experience of firm or individual in the role of design engineer in the Commonwealth of Massachusetts over the last five (5) years: ♦ Experience in completing four (4) or more municipal prefabricated building structure design contracts at drinking water treatment plants will be considered Highly Advantageous (5 points) ♦ Experience in completing two (2) or three (3) municipal prefabricated building structure design contracts will be considered Advantageous (3 points) ♦ Experience in completing one (1) municipal engineering design contract will be considered Least Advantageous (1 point) ♦ No experience in municipal engineering design contracts will be considered as Does Not Meet (0 points and elimination from further consideration) SCORE FOR COMPARATIVE EVALUATION CRITERIA A: B. Project Design and Availability: Ability of firm or individual to begin work immediately and maintain a schedule to meet the Town's timetable: ♦ Able to devote sufficient resources to complete the project according to the Town's timetable, and available by May, 2013 to begin contract work will be considered Highly Advantageous (5 points) ♦ Information provided leaves unsure of ability to devote sufficient resources and to meet the projects' timetables, and available by July, 2013 to begin contract work will be considered Advantageous (3 points) ♦ Demonstrate limited engineer design ability, but may be able to devote sufficient resources to complete the project in accordance with Town's timetable, and available by September, 2013 to begin contract work will be considered Least Advantageous (1 point) Evaluation of `Engineer/Design Services — Flocculation & Sedimentation Building' Submissions Page 2 of 4 ♦ Unable to devote sufficient resources to meet the project's timetable will be considered as Does Not Meet (0 points and elimination from further consideration) SCORE FOR COMPARATIVE EVALUATION CRITERIA B: C. Team and Kew: Qualifications and involvement of key personnel to be assigned to this project and the experience of such personnel in relation to successfully completing the role of engineer for project similar in size and/or nature: ♦ Key staff that have at least seven (7) years of relevant experience in prefabricated building structure design contracts at drinking water treatment plants in the Commonwealth of Massachusetts will be considered Highly Advantageous (5 points) ♦ Key staff that have at least five (5) years of relevant experience in prefabricated building structure design contracts in the Commonwealth of Massachusetts will be considered Advantageous (3 points) ♦ Key staff that have less than five (5) years of relevant experience in municipal engineering design contract in the Commonwealth of Massachusetts will be considered Does Not Meet (0 points and elimination from further consideration) SCORE FOR COMPARATIVE EVALUATION CRITERIA C: D. Quality of References: References will be evaluated to identify the ability and quality of previous work as engineer designer on drinking water treatment plants in the Commonwealth of Massachusetts over the last five (5) years: ♦ Achieving successful design experience from four (4) or more previous contracts will be considered Highly Advantageous (5 points) ♦ Achieving successful design experience from two (2) or three (3) previous contracts will be considered Advantageous (3 points) ♦ Achieving successful design experience from one (1) previous contract will be considered Least Advantageous (1 point) SCORE FOR COMPARATIVE EVALUATION CRITERIA D: Evaluation of `Engineer/Design Services — Flocculation & Sedimentation Building' Submissions Page 3 of 4 COMPANY: SUMMARY ALL MINIMUM CRITERIA/QUALIFICATIONS MET: YES NO SCORE FOR COMPARATIVE EVALUATION CRITERIA A: SCORE FOR COMPARATIVE EVALUATION CRITERIA B: SCORE FOR COMPARATIVE EVALUATION CRITERIA C: SCORE FOR COMPARATIVE EVALUATION CRITERIA D: TOTAL SCORE: NAME OF EVALUATOR: DATE: Evaluation of `Engineer/Design Services — Flocculation & Sedimentation Building' Submissions Page 4 of 4 Santilli, Ray From: Hmurciak, Linda Sent: Wednesday, February 20, 2013 11:55 AM To: Santilli, Ray Cc: Thibodeau, Bruce Subject: Attendees for Floc & Sed Basin Engineering RFB This is the list of attendees for today's, February 20, 2013, meeting. Floc/Sed Basin Engineering - Pre -meeting onsite James Finegan —Woodard & Curran Tara McManus —Weston & Sampson Don Bunker— IST Peter Caldeanno — Dewberry Engineering Yan Jiang — Dewberry Engineering Linda Hmurciak Superintendent Town of North Andover Drinking Water Treatment Plant 420 Great Pond Road North Andover, MA 01845 Phone 978.688.9574 Fax 978.688.9575 Email Ihmurciak@townofnorthandover.com Web www.TownofNorthAndover.com Please note the Massachusetts Secretary of State's office has determined that most emails to and from municipal offices and officials are public records. For more information please refer to: http://www.sec.state.ma.us/pre/preidx.htm. Please consider the environment before printing this email. I 1. Introduction — - - J Formatted: Left The Town of North Andover invites proposals from qualified firms for engineering design services associated with the construction of a prefabricated building over the outside flocculation and sedimentation basins at the Drinking Water Treatment Plant, 420 Great Pond Road (DWTP). Qualified companies are requested to submit their proposals to the Assistant Town Manager at the Town Hall, 120 Main Street, North Andover, MA, in accordance with the instructions contained within this Request for Qualifications (RFQ). Notice of this RFQ is published in the Central Register (which is a weekly publication of the Office of the Secretary of State), the Eagle -Tribune (a newspaper of general circulation) and posted on the Town website (www.townofnorthandover.com) under "Bids, Quotes and Proposals" The Town will accept proposals delivered in person or by mail. All proposals must be received by 2:00 p.m. on Wednesday, ? to be considered. Proposals submitted_ b_y fax__ , - Formatted: Font color: Red, Strikethrough or by electronic mail will not be considered. All proposals must be submitted to: Mr. Ray Santilli, Assistant Town Manager North Andover Town Hall 120 Main Street North Andover, MA 01845 This is not a price competition, but rather the Town's decision will be based upon qualifications and experience with similar projects. The Town will evaluate proposals and enter negotiations with the highest scoring proposer. If unsuccessful, the Town may attempt to negotiate with the second highest scoring proposer. The Town of North Andover may cancel this RFQ or reject in whole or in part any and all proposals, if they determine that cancellation or rejection serves the best interest of the Town of North Andover. 5. Pre -Proposal Conference/Briefing There will be a pre -proposal submission conferencelbriefing for this project at the drinking water treatment plant on ? 2013 @ 10:00 AM. 6. General Project Description The existing flocculation and sedimentation basins are located outside, directly adjacent, and attached to the main building of the Town's DWTP. The basins or tanks are accessed through hatches in the top slab of the tanks. The top slabs of the tanks are approximately at the same elevation and 4 feet higher than the main floor elevation of the plant. The tanks are regularly serviced by plant personnel. The Town wishes to cover the tanks to provide security and improve working conditions, to protect workers and equipment, when maintaining the tanks. The Town of North Andover RFQ Page 2 of 6 Architect/Design Services - School Department Administration Building o Applicable codes MA state building code and standards to be used are, but not limited to, local zoning regulations; applicable system codes to include but not limited to; NFPA, Mechanical, Plumbing, NEC; and, drinking water treatment plant standards. E. Prepare a construction cost estimate for the entire project so that the Town can receive funding approval at the Annual Town Meeting in May of 2014. F. Assist the Town to support the bid process by responding to bidder's questions, assist in preparing addendums, reviewing submitted bids and reviewing contractor's qualifications. G. Assist the Town in the construction phase by review submittals, advising on questions and substitutions submitted by the contractor, and/or on change orders and payment requests. The Engineer is to become fully engaged in the project immediately upon award of this contract. 10. Minimum Criteria/Qualifications Each applicant must demonstrate that it meets the following minimum qualifications: A. Minimum of five years experience in public projects of a similar nature for the principals assigned, specifically including work with prefabricate structures at drinking water treatment plants in Massachusetts. In documenting this qualification, the applicant should describe the professional background of the firm and the extent of previous experience of firm personnel or consultants to be assigned to the project and identify the anticipated role that each will play in the project. B. Knowledge of, and experience in, legal and administrative requirements, procedures, and practices related to the design and construction of Massachusetts public building projects including the State Building Code, regulations of the Architectural Barriers Board and Massachusetts public building and procurement law. C. Possess all necessary current licenses and registrations, either within the firm or through independent consultants, to qualify under Massachusetts' law to perform the function of the engineer designer of the projects. D. Provide evidence of insurance for general liability, automobile, worker's compensation (statutory) and professional services liability, as required. E. Provide detailed description of at least two recent similar projects on which the engineer has performed similar services, identifying references with the owners of those projects Town of North Andover RFQ Page 4 of 6 Architect/Design Services — School Department Administration Building a as well as the personnel who worked on them and stating whether those individuals will be assigned to the Project. F. Not be debarred under MGL c149, §44C or disqualified under MGL c7, §38D. G. Submission of required statements and forms. 11. Comparative Evaluation Criteria All proposals meeting the minimum criteria/qualifications will then be evaluated based upon the specific comparative evaluation criteria. The following point schedule will be utilized: Highly advantageous 5 points Response excels on the specific criterion Advantageous 3 points Response meets evaluation standard for the criterion Least Advantageous 1 point Response does not fully meet the criterion or leaves a question or issue not fully addressed Does Not Meet 0 points * Does not address the criterion * Proposal is automatically eliminated from further consideration if "0 points" is received in any category. A. Project Management Experience: Successful experience of firm or individual in the role of design engineer in the Commonwealth of Massachusetts over the last five (5) years: Experience in completing four (4) or more municipal prefabricated building structure design contracts at drinking water treatment plants will be considered Highly Advantageous (5 points) • Experience in completing two (2) or three (3) municipal prefabricated building structure design contracts will be considered Advantageous (3 points) ♦ Experience in completing one (1) municipal engineering design contract will be considered Least Advantageous (l point) ♦ No experience in municipal engineering design contracts will be considered as Does Not Meet (0 points and elimination from further consideration) B. Project Design and Availability: Ability of firm or individual to begin work immediately and maintain an intensive schedule to meet the Town's timetable: Able to devote sufficient resources to complete the projects according to the Town's timetable, and available by mid? 2013 to_ begin_ contract work will be - - Formatted: striketnrougn considered Highly Advantageous (5 points) Information provided leaves unsure of ability to devote sufficient resources and to meet the projects' timetables, and available by Mftreh?, 2013 to begin contract work Town of North Andover RFQ Architect/Design Services — School Department Administration Building Page 5 of 6 will be considered Advantageous (3 points) ♦ Demonstrate limited engineer design ability, but may be able to devote sufficient resources to complete the project in accordance with Town's timetable, and available by Ai3f4il, 2013 to begin contract work will be considered Least Advantageous (1 point) ♦ Unable to devote sufficient resources to meet the project's timetable will be considered as Does Not Meet (0 points and elimination from further consideration) C. Team and Key Staff. Qualifications and involvement of key personnel to be assigned to this project and the experience of such personnel in relation to successfully completing the role of engineer for project similar in size and/or nature: ♦ Key staff that have at least seven (7) years of relevant experience in prefabricated building structure design contracts at drinking water treatment plants in the Commonwealth of Massachusetts will be considered Highly Advantageous (5 points) ♦ Key staff that have at least five (5) years of relevant experience in prefabricated building structure design contracts in the Commonwealth of Massachusetts will be considered Advantageous (3 points) ♦ Key staff that have less than five (5) years of relevant experience in municipal engineering design contract in the Commonwealth of Massachusetts will be considered Does Not Meet (0 points and elimination from further consideration) D. Quality of References: References will be evaluated to identify the ability and quality of previous work as engineer designer on drinking water treatment plants in the Commonwealth of Massachusetts over the last five (5) years: ♦ Achieving successful design experience from four (4) or more previous contracts will be considered Highly Advantageous (5 points) ♦ Achieving successful design experience from two (2) or three (3) previous contracts will be considered Advantageous (3 points) ♦ Achieving successful design experience from one (1) previous contract will be considered Least Advantageous (1 point) ♦ No successful experience in any previous design contract will be considered as Does Not Meet (0 points and elimination from further consideration) Town of North Andover RFQ Page 6 of 6 Architect/Design Services — School Department Administration Building Santilli, Ray From: REGS@sec. state. ma. us Sent: Tuesday, January 29, 2013 2:24 PM To: Santilli, Ray Subject: Publish Date Assigned for Designer Services A publish date of 2/6/13 has been assigned to your Designer Services submission with description of: Engineering Design Services for the Flocculation and Sedimentation Building at the Water Treatment Plant. Please note the Massachusetts Secretary of State's office has determined that most emails to and from municipal offices and officials are public records. For more information please refer to: http://www.sec.state.ma.us/pre/preidx.htm. Please consider the environment before printing this email. ,,SPR CMR Designer Services Submit Confirmation Page 1 of 2 State Publikations and Regulations William Francis !Galvin, Secretary of the Commonwealth The following Designer Service submission was successfully received. Planned date of publish is 2/6/2013 Awarding Agency Agency Name and Address: Town of North Andover 120 Main Street North Andover, MA 01845 Project Number: Designer's Fee: =lNegotiated Estimated Construction Cost: Time Period for Completed Project: Contact Information Name: IlRay Santilli, Assistant Town Manager Phone: 978-688-9516 �� Fax 978-688-9556 Email Address: rsantilli(ibtownofnorthandover.com Notify email address listed when final publish date assigned. Contract Information Project: Engineering Design Services - Flocculation & Sedimentation Building at Water Treatment Plant Scope: Engineering design services associated with construction of prefabricated building over outside flocculation and sedimentation basins at Water Treatment Plant Specific Services :(all chosen) Deadline for Application Form*: Project Program Availability: Engineer 03/07/2013 Time 2:00 pm 02/07/2013 at 11:00 am Briefing Session: 02/20/2013 at 10:00 a.m. at Water Treatment Plant The complete Request for Qualifications document will be available on Thursday, February 7, 2013 at 11:00 am at www.townofnorthandover.com by clicking on 'Bids, Quotes and Additional Information Proposals' http: //www. sec. state.ma. us/sprpublicforms/D S SubmitConfirmation. aspx?ID=12642 1/29/2013 -;SPR CMR Designer Services Submit Confirmation This page can be printed for your records. Page 2 of 2 http://www.sec.state.ma.us/sprpublicforms/DSSubmitConfirmation.aspx?ID=12642 1/29/2013