Hop SOW.pdf

9. ISSUED BY CODE NRCS-MA-1320 10. THIS ACQUISITION IS

l)g UNRESTRICTED OR

USDA-NRCS, MASSACHUSETTS STATE OFC

451 WEST ST.

AMHERST MA 01002

6. SOUCITATION

ISSUE DATE

08/31/2009 o EMERGING SMALL

BUSINESS

o SoleSOuree

% FOR:

(No collect calls) oHUBZONE SMALL

BUSINESS

oSERVICE-DISABLED VETERAN- 0 8(A)

OWNED SMALL BUSINESS

13b. RATING o SET ASIDE:

oSMALL BUSINESS

b. TELEPHONE NUMBER

413-253-4357

1. REQUISITION NUMBER

NAlCS: 541330

14. METHOD OF SOUCITATION

OORFQ DIFB 0 RFP

CODE RCS-MA-1320

USDA-NRCS, MASSACHUSETTS STATE OFC

451 WEST ST.

AMHERST MA 01002

SIZE STANDARD:

$4.5 o 130. THIS CONTRACT IS A

RATED ORDER UNDER

DPAS (15 CFR 700)

16. ADMINISTERED BY

BROWN

FOR SOLICITATION

INFORMATION CALL:

SOLICITATION/CONTRACT/ORDER FOR COMMERCIAL ITEM

OFFEROR TO COMPLETE BLOCKS 12, 17,23,24, & 30

2. CONTRACT NO. 3. AWARDI 4. ORDER NUMBER

EFFECTIVE DATE

7.

11. DEUVERY FOR FOB DESTINA- 12. DISCOUNT TERMS

TION UNLESS BLOCK IS

MARKED

OSEE SCHEDULE

15. DELNER TO CODE

170. CONTRACTOR!

OFFEROR

CODE 18a. PAYMENT WILL BE MADE BY CODE

TELEPHONE NO.

D17b. CHECK IF REMITIANCE IS DIFFERENT AND PUT SUCH ADDRESS IN OFFER 18b. SUBMIT INVOICES TO ADDRESS SHOWN IN BLOCK 18a UNLESS BLOCK BELOW

IS CHECKED OSEE ADDENDUM

19.

20.21.22. 23. 24.

ITEM NO.

SCHEDULE OF SUPPUESlSERVICESQUANTITYUNITUNIT PRICE AMOUNT

RFQ

forthe HopBrookFloodwater RetardingDarn, located intheTownof Northborough,Worcester

County, Massachusetts.

The objective of thisprojectisto upgradethe darn to meet currentdarn safety and performance standards.

Thedesignrequired isto widen and armor theauxiliaryspillway(Le.articulated concrete blocks) . Please seeStatementof Work

Period of Performance:10/01/2009to09/01/2010

Continued

(Use Reverse and/or Attach Additional Sheets as Necessary)

25. ACCOUNTING AND APPROPRIATION DATA i6. TOTAL AWARD AMOUNT (For Govt. Use Only)

U27a. SOLICITATION INCORPORATES BY REFERENCE FAR 52.212-1, 52.212--4. FAR 52.212-3 AND 52.212·5 ARE ATTACHED. ADDEND

D 27b. CONTRACT/PURCHASE ORDER INCORPORATES BY REFERENCE FAR 52.212--4. FAR 52.212-5 IS ATTACHED. ADDENDA

DARE

DARE

D ARE NOT ATTACHED.

D ARE NOT ATTACHED.

o 29. AWARD OF CONTRACT REF. OFFER

DATED . YOUR OFFER ON SOLICITATION (BLOCK 5),

INCLUDING ANY ADDITIONS OR CHANGES WHICH ARE SET FORTH

HEREIN, IS ACCEPTED AS TO ITEMS:

310. UNITED STATES OF AMERICA (SIGNATURE OF CONTRACTING OFFICER)

IKJ28. CONTRACTOR IS REQUIRED TO SIGN THIS DOCUMENT AND RETURN __ 1=--- _

COPIES TO ISSUING OFFICE. CONTRACTOR AGREES TO FURNISH AND DELIVER

ALL ITEMS SET FORTH OR OTHERWISE IDENTIFIED ABOVE AND ON ANY ADDITIONAL

SHEETS SUBJECT TO THE TERMS AND CONDITIONS SPECIFIED HEREIN.

300. SIGNATURE OF OFFEROR/CONTRACTOR

30b. NAME AND TITLE OF SIGNER (Type or print)

AUTHORIZED FOR LOCAL REPRODUCTION

PREVIOUS EDITION IS NOT USABLE

I30C. DATE SIGNED 31 b. NAME OF CONTRACTING OFFICER (Type or print) 131C. DATE SIGNEDDOUGLAS BROWN 1

STANDARD FORM 1449 (REV. 3/2005)

Prescribed by GSA - FAR (48 CFR) 53.212

19. 20.21.22. 23. 24.

ITEM NO.

SCHEDULE OF SUPPLlESISERVICESQUANTITYUNITUNIT PRICE AMOUNT

32a. QUANTITY IN COLUMN 21 HAS BEEN

D RECEIVED D INSPECTED

ACCEPTED, AND CONFORMS TO THE CONTRACT, EXCEPT AS

D NOTED:

32b. SIGNATURE OF AUTHORIZED GOVERNMENT REPRESENTATIVE

/32C. DATE

32d. PRINTED NAME AND TITLE OF AUTHORIZED GOVERNMENT REPRESENTATIVE

32e. MAILING ADDRESS OF AUTHORIZED GOVERNMENT REPRESENTATIVE

321. TELEPHONE NUMBER OF AUTHORIZED GOVERNMENT REPRESENTATIVE

329. E-MAIL OF AUTHORIZED GOVERNMENT REPRESENTATIVE33. SHIP NUMBER

34. VOUCHER NUMBER35. AMOUNT VERIFIED36. PAYMENT 37. CHECK NUMBER

CORRECT FOR D COMPLETE

D PARTIALD FINAL

D PARTIAL

D FINAL

38. SIR ACCOUNT NUMBER

39. SIR VOUCHER NUMBER40. PAID BY

41a. I CERTIFY THIS ACCOUNT IS CORRECT AND PROPER FOR PAYMENT

42a. RECEIVED BY (Print)

41b. SIGNATURE AND TITLE OF CERTIFYING OFFICER

41c. DATE

42b. RECEIVED AT (Location)

42c. DATE REC'D (YVIMMlDD)

142d. TOTAL CONTAINERS

STANDARD FORM 1449 (REV. 3/2005) BACK

STATEMENT OF WORK

PROJECT DESIGN

Rehabilitation of the Hop Brook Floodwater Retarding Dam in the

SuAsCo Watershed, Town of Northborough, Worcester County, Massachusetts

A. INTRODUCTION

The Hop Brook Floodwater Retarding Dam is located in the Town of Northborough, Worcester County, Massachusetts.

The objective of this project is to upgrade the dam to meet current dam safety and performance standards. The design required is to widen and armor the auxiliary spillway (Le. articulated concrete blocks). The increased capacity of the auxiliary spillway would prevent the dam from being overtopped by the freeboard storm under current land use and watershed build-out conditions.

B. AVAILABLE INFORMATION

• Supplemental Watershed Plan NO.6 & Environmental Assessment for Rehabilitation of Hop Brook Floodwater Retarding Dam

• Annual Operation and Maintenance Inspection Report

• As-built drawings

• SITES data from the preparing the Supplemental Watershed Plan

Any other existing information or existing materials that may be available from NRCS deemed, by the A-E, as necessary for completing the Task Order shall be requested in writing from the CO.

C. SCOPE OF WORK

This Task Order consists of the following work necessary to design to widen and armor the auxiliary spillway (Le. articulated concrete blocks) to prevent spillway erosion.

The weir width of the auxiliary spillway on the Hop Brook Dam would be increased from 340 feet to 610 feet by extending the spillway north onto adjacent Dike A. The auxiliary spillway crest would remain at its existing elevation.

Unless otherwise stated in this Task Order, all work shall conform to all related provisions of the Contract.

NRCS Contract No. -0000 Task Order No. 003 3 of 6

Rehabilitation of the Hop Brook Floodwater Retarding Dam

This Task Order consists of the performance of any part or all operations necessary to prepare the design of the project described above. Unless otherwise stated in this Task Order, all work shall conform to all related provisions of the Contract.

All work shall conform to all NRCS policy documents and technical guidelines and references. NRCS Policy documents wil/ include the General Manual (GM), National Engineering Manual (NEM), National Operations and Maintenance Manual (NOMM), and the National Watershed Manual (NWM). NRCS Technical Material wil/ include all the sections in, but not limited to, the National Engineering Handbook (NEH), National Handbook of Conservation Practices (NHCP), Technical Releases (TR), and Technical Notes (TN).

D. FUNDING

American Recovery and Reinvestment Act funds

E. TASKS AND DELIVERABLES

1. Progress Reports

A brief progress summary shall be submitted via e-mail to the COTR monthly after the Task Order start date.

2. Surveying Services

This work shall include performing any needed surveying necessary to provide adequate data to serve as a basis for design.

The A-E shall determine surveying detail required to obtain data adequate to design the structure. All surveys shall use the same survey reference data and elevations as the topographic survey and as-built drawings.

Surveying methods shall conform to the requirements of NRCS. All survey notebooks, digital data etc. will be included with the deliverables in the design folder.

3. Soil Borings

This work shall include performing any needed soil borings investigations necessary to provide adequate data to serve as a basis for design.

All soil boring locations shall be surveyed for actual location and ground surface elevation using the same survey reference data and elevations as the topographic survey.

The A-E shall determine the number of soil borings and soil profiles to sufficient depths in enough detail required to obtain data adequate to design the structure. Soil sampling methods shall conform to the requirements of NRCS. Soils shall be identified and classified by means of the Unified Soil Classification System.

NRCS Contract No .• ()OO(} Task Order No. 003 4 of 6

4. Design Services

Deliverables - General

Design documents shall be prepared and signed by a licensed professional engineer registered in the state where the structure is located. The Contractor will provide the Contracting Officer with one reproducible original copy, two hard copies and two electronic copies of all reports developed within the task order. Electronic submissions must be compatible with Microsoft Office Suite programs, Adobe Acrobat and/or AutoCad Map 2008 or 2009. All material used to document the design will be treated as Personally Identifiable Information and will become the property of the NRCS.

PERSONNEL - Geologists, Engineers, Hydrologists, Cost Estimators, Surveyors and/or L1DAR suppliers, AutoCAD specialists, etc. Investigation work shall be completed by individuals qualified in accordance with the appropriate NRCS standard or document.

INDIRECT RESOURCES - Clerical support, storage, computer time, survey equipment, reproduction services, travel arrangements and per diem.

(A) Phase 1 - Plan of Work Review the project documents and make necessary field visits in order to prepare a detailed plan of work to describe the scope and intensity of investigations necessary to accomplish the assigned work. The plan shall identify the objectives of the proposed work, identify the tasks necessary to accomplish the work, set a schedule for completing each task, and determine the cost of accomplishing each task.

(B) Phase 2 - Supporting Documentation Develop the necessary data to design the structural elements by: performing field surveys and mapping; geologic investigations; seismic loadings; obtaining field samples;

performing field and laboratory testing; preparing geology and soil mechanic reports;

identifying borrow sources if necessary; and collecting basic hydrologic data and parameters. Investigation and evaluation of existing features shall be performed as necessary.

(C) Phase 3 - Preliminary Design

Based on the Supplemental Watershed Plan No. 6 & Environmental Assessment for Rehabilitation of Hop Brook Floodwater Retarding Dam, develop preliminary design for widening and armoring (i.e. articulated concrete blocks) the auxiliary spillway. The spillway will be increased from 340 feet to 610 feet by extending the spillway north onto adjacent Dike A. The auxiliary spillway crest would remain at its existing elevation. The auxiliary spillway will be design to prevent spillway erosion.

Develop the preliminary drawings, specifications, estimated quantities and construction cost estimate. Support the preliminary design by test data, calculations, hydrology, geologic, geotechnical, structural, hydraulic and dimensional calculations, and design drawings. Preliminary drawings, specifications, estimated quantities and construction cost estimate shall be fully developed for peer review.

NRCS Contract No. -0000 Task Order No. 003 5 of 6

(D) Phase 4 - Final Design

Prepare final design, design report, detailed construction drawings, specifications for construction and materials, material quantities, bid schedule, cost estimates, construction schedule/performance time, inspection plan, and operation and maintenance plan. The design report shall document all pertinent engineering analyses performed and shall include all calculations, assumptions and decisions made during the design process. Prepare a quality assurance plan for construction. Final construction drawings shall be prepared in accordance with NRCS CAD standards and using the currently approved version of CAD available to NRCS.

5. Construction Services

Provide services such as reviewing design, drawings and/or specifications and making changes if necessary, providing interpretations of drawings and specifications, reviewing shop drawings, answering Requests for Information, site visits and providing consultatior services as requested by the contracting officer.

All material associated with the design services, including construction period services will be provided in electronic format and four (4) hard copies. Electronic submissions must be compatible with Microsoft Office Suite programs, Adobe Acrobat or AutoCad Map 2008 or 2009. Electronic copies, original hard copies and copies for distribution are to be furnished to NRCS. All material used to document design will become the property of the NRCS.

Visit the site while active construction is underway will be coordinated with NRCS project engineer and be timed with inspecting critical design components and tasks identified in the inspection plan. Some weeks may require several visits while other weeks will require one or none.

A trip report will be prepared and emailed to the NRCS contract specialist and state conservation engineer within 24 hours after each site visit. The trip report will summarize construction activities and include any recommendations for addressing deficiencies or changes needed to meet the design requirements and contract drawings and specifications. Digital pictures of the work observed will accompany the email.

Prior to leaving the site the engineer will meet with the inspector and project engineer and discuss observations, conclusions and recommendations.

F. LIST OF ATTACHMENTS

Attachment 1: Draft Supplemental Watershed Plan No. 6 & Environmental Assessment for Rehabilitation of Hop Brook Floodwater Retarding Dam

Attachment 2: Location Map

Attachment 3: Bid Schedule

NRCS Contract No . .()OOO Task Order No. 003 6 of 6