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HomeMy WebLinkAbout2014-1321P.G. C MAugustle " I 9 OA Z n NON-EXCLUSIVE PROFESSIONAL ENGINEERING AGREEMENT`" / 7 ~ 43 aJ CONTINUING CONSULTING SERVICES "EXHIBIT 1" WORK ORDER NO.7 (Scope of Work) Project Description Masteller & Moler, Inc. (MM) is pleased to present you with Work Order #7 which provides professional engineering services for design and preparation of construction plans, and permitting applications covering the proposed sanitary sewer collection and conveyance project. The project covers the two (2) commercial areas which are part of Study Area #1 covered in the "Sanitary Sewer Feasibility Study and Report for the North Sebastian Area" prepared by Masteller Moler Inc and dated November 2013. The feasibility study provided the preliminary design of a gravity sanitary sewer collection and conveyance system along with project cost estimates for Study Area #1. Several meetings have been held with the City of Sebastian Staff, the Indian River County Utilities Director, and Masteller & Moler, Inc. during which it was determined that the commercial areas of Study Area #1 should move forward with design, construction plans, and permitting. A project which is "bid ready" will have a greater probability of securing construction grant funding than a project only at the "study" phase The two (2) commercial areas of Study Area #1 which will be included in this project are generally described as follows • The commercial area in the unincorporated part of Indian River County along the east side of US Highway #1 from the Sebastian Cemetery north to Bay Street. • The commercial area in the City of Sebastian including North Central Avenue, Jackson Street, Madison Street and Davis Street. Indian River County and the City of Sebastian both recognize the numerous benefits to be gained by the construction of a sanitary sewer gravity collection and conveyance system in these two (2) commercial areas One benefit of constructing a public sewer system is the elimination of numerous existing and future septic systems which result in pollution of the groundwater table and ultimately pollution of the Indian River Lagoon to the east. Also, in many cases these septic systems represent inconvenience and expense to the users due to their malfunction. The lack of public sewer prevents or limits the orderly growth of commercial development. Since both of these areas included in the project are designated for commercial development, the availability of public sanitary gravity sewer will facilitate the development of these areas The accelerated commercial development growth will increase employment in the area and provide increased economic activity and stability in the north County and Sebastian area A brief description of the scope of services for this Work Order is provided below. Exhibit #1 (Scope of Work) WO # 7 08/25/2014 Sewer Design For N Sebastian Area Page 2 File #1422 • Scope of Services Masteller & Moler, Inc. will complete the project design, prepare "bid ready" construction plans, and prepare permitting applications for this project. Our services will include obtaining field surveying services, and soils engineering services as necessary for design purposes The project plans will follow the preliminary design provided in the "Sanitary Sewer Feasibility Study and Report for the North Sebastian Area" and utilize all existing information available to us from Indian River County Utilities and the City of Sebastian. Our services will include preparation of permit applications to FDEP, FDOT, and County/City Right-of-way Access in order to construct the project. Application fees are estimated at $1,750.00 for permits and are not included in our project fee Communication will be maintained with Indian River County Utilities and the City of Sebastian staff during the execution of this project. The project will be bid as one (1) project but includes separate bid tabulations for the unincorporated and City of Sebastian project areas. This will allow better project control and minimize confusion between the two (2) government entities. The portion of the project in unincorporated Indian River County will consist of a gravity sanitary sewer collection system to be constructed along the east side of US Highway #1 from the north property line of the Sebastian Cemetery to the vicinity of Bay Street. A wastewater pumping station will be constructed on property to be acquired somewhere south of Roseland Road on the east side of US Highway #1 The sanitary sewer collection system will provide service to all of the existing and future commercial properties along the east side of US Highway #1. The estimated number of parcels and Equivalent Residential Units (ERUs) which can connect to this portion of the project is (10) and (213), respectively Also included is the addition of two (2) sections of water main, hydrants, and valves to complete the water system on the east side of US Highway #1 The preliminary estimated project cost for the unincorporated portion of the project, including engineering services and contingencies is shown on included "Attachment #1." The portion of the project in the City of Sebastian will consist of a gravity sanitary sewer collection system to be constructed in North Central Avenue from Jackson Street, south to the vicinity of US Highway #1 and a gravity sanitary collection system constructed in Jackson Street from US Highway #1 to North Central Avenue, Madison Street from US Highway #1 to North Central Avenue, and Davis Street from US Highway #1 to North Central Avenue Gravity sewer will be extended east on Davis Street from North Central Avenue to serve two (2) connections on the north side of Davis Street A wastewater pump station will be constructed at Davis Street and North Central Lastly, south of the above-described area, three (3) lots, two (2) of which are improved, along the east side of US Highway #1 will be served from the back with gravity sewer and a water main. The gravity sewer will be connected to the existing city -owned pump station adjacent to Crabby Bill's Fish House as shown in the study The estimated number of parcels and Equivalent Residential Units (ERUs) which can connect to this portion of the project is (50) and (82), respectively The preliminary estimated project cost for the City of Sebastian portion of the project including engineering services and contingencies is shown on the included "Attachment #2." The estimated total cost of this project is $2,125,000.00. A specific list of tasks and their brief description is presented as follows Exhibit #1 (Scope of Worts) WO # 7 08/25/2014 Sewer Design For N Sebastian Area Page 3 File #1422 Task A — Civil Engineering Services Masteller & Moler, Inc will provide final design, prepare construction plans and permit applications for the project as described in the "Scope of Services" section of this proposal Task B — Surveying Services Masteller, Moler & Taylor, Inc will perform surveying services for the project as follows. 1) Project initiation, including review of existing deeds and surveys, files and field notes, preparation of work orders and field crew folders. 2) Find, recover and measure field ties into existing survey control along the route to establish the rights of way and baseline of survey Tie Horizontal Control to Florida State Plane Coordinate System, Florida East Zone, NAD 83 3) Find and recover existing vertical control. Elevations shall be based upon the North American Vertical Datum of 1988 (NAVD 88) with a conversion to the National Geodetic Vertical Datum of 1929 (NGVD 29) provided Perform bench run and establish benchmarks along the survey corridor at maximum 1,000 foot intervals 4) Field monument baseline control at maximum 1,000 foot intervals Control points shall consist of iron rod and cap or nail and disk. Control points shall be designated on survey with station/offset and NAVD '88 elevation. 5) Field locate and record vertical ground elevations sufficient to generate a center line of road profile for the main corridor and side streets and all distinct locations (inverts, retention areas, swales, ditches etc) and changes in contour along the right of way corridor Obtain ground elevation on each property in center of lot if vacant or near existing septic location to the best of our abilities. If septic location not obtainable, obtain ground elevation near existing main building 6) Field locate and record existing improvements and man-made features within the right of way, including but not limited to, roads, swales, driveways, culverts, signage and mailboxes, visible utilities, fences etc. within the existing Right -of -Way. 7) Field locate and identify limits of vegetation and trees, 4" or larger within the right of way limits. 8) Locate and obtain ground elevation at approximately (10) soil borings locations as determined by the engineer. 9) Process field data and determine limits of existing North Central Avenue, Davis Street, Madison Street, Jackson Street, U.S. Highway # 1 and Roseland Road right-of-ways Prepare survey drawing in accordance with Minimum Technical Standards including cover sheet with location sketch, related title and project number, notes, legend, abbreviations and plan view sheets. Prepare final deliverables 10) Research property description, deeds etc for proposed easement and prepare one legal description and sketch as applicable Location to be determined by the engineer Exhibit #1 (Scope of Work) WO # 7 08/25/2014 Sewer Design For N Sebastian Area Page 4 File #1422 Task C — Soils Engineering Services KSM will perform soil engineering services for the project as follows Perform fifteen (15) soil borings, twelve (12) to a depth of 10', one (1) to a depth of 15' and two (2) to a depth of 25' below existing grade in order to classify the soils in accordance with the unified soil classification system and specify the groundwater water table and normal estimated seasonal high groundwater table at each location The locations will be as indicated on the aerial provided by Masteller & Moler, Inc August 25, 2014 NON-EXCLUSIVE PROFESSIONAL ENGINEERING AGREEMENT CONTINUING CONSULTING SERVICES "EXHIBIT 1" WORK ORDER NO.7 (Fee Schedule) Method and Amount of Compensation Masteller & Moler, Inc proposes to provide the outlined Scope of Services based on the following lump sum fees 1 Prime Consultants Fee • Task A - Primary Consulting Engineering Services by Masteller & Moler, Inc $ 128,320 00 2. Sub -Consultants Fees • Task B - Surveying Services by Masteller, Moler & Taylor, Inc (No Administration Multiplier) $ 17,300.00 • Task C - Soils Engineering Services by KSM (4,000 00 x 1 15) $ 4,600 00 3. Reimbursables Expenses: • Reimbursement for payment of direct costs, including $ 5,000 00 est. reproduction, copies, prints, mail, Fed -Ex, etc. (See below for actual costs) Note. est. = estimated amount. Actual cost will vary depending on quantity provided Printing and Reproduction, Mail and Delivery The County shall make direct payment to our office for the cost of printing project plan sheets required for utility coordination and for copies of reports, drawings, specification, and other pertinent items required by federal, state, and local agencies from whom approval of the project must be obtained, material suppliers, and other interested parties, but may charge only for the actual cost of providing such copies based on EXHIBIT "2" - CONSULTANT'S BILLING RATE of the "Master Agreement" as follows Letter 8'/2" x 11" $ 0.25 Legal 81/2" x 14" $ 0 35 Oversized 11" x 17" $ 0.50 Black Line Plans 24" x 36" $ 1 00 Mylar 24" x 36" $ 4.00 The County shall make direct payment to our office for the actual cost of mail, Fed -Ex, or similar costs for delivery of plans and documents to jurisdictional agencies, contractors, etc. Application Fees are to be paid directly to jurisdictional agencies August 25, 2014 NON-EXCLUSIVE PROFESSIONAL ENGINEERING AGREEMENT CONTINUING CONSULTING SERVICES "EXHIBIT 1" WORK ORDER NO.7 (Time Schedule) Time of Performance The estimated time frame for completion of services from the approval of this Work Order is as follows: MILESTONE COMPLETION DATE Tasks A, B, and C 180 Calendar Days after Notice To Proceed Note: The time for completion of the 60% design drawings, permit applications and Engineer's Opinion of Probable Construction Cost for the project shall be four (4) months from notice to proceed. Once permits are received, 100% design drawings shall be completed in sixty (60) calendar days thereafter. WORK ORDER NO. 7 ATTACHMENT #1 Unincorporated Portion of Project U.S. #1: Gravity Sewer & Potable Water Item No. Item Description Quantity Unit of Measure Unit Price Total Price 1 Mobilization 1 LS $ 30,000 00 $ 30,000 00 2 Maintenance of Traffic 1 LS $ 15,000 00 $ 15,000 00 3 Stakeout Survey & As-builts 1 LS $ 20,000 00 $ 20,000 00 4 Standard Manholes 0'-6' 1 EA $ 3,900 00 $ 3,900 00 5 Standard Manholes 6'-8' 4 EA $ 4,500 00 $ 18,000 00 6 Standard Manholes 8'-10' 5 EA $ 5,100 00 $ 25,500 00 7 Standard Manholes 10'-12' 1 EA $ 5,600 00 $ 5,600 00 8 Pump Station #1 1 LS $ 164,000 00 $ 164,000 00 9 4" Dia. Force Main 1,175 LF $ 15 00 $ 17,625 00 10 Testing force main 1 LS $ 1,000 00 $ 1,000 00 11 10" PVC Sewer 0'-6' 615 LF $ 24 00 $ 14,760 00 12 10" PVC Sewer 6'-8' 1,590 LF $ 30 00 $ 47,700 00 13 10" PVC Sewer 8'-10' 2,025 LF $ 40 00 $ 81,000 00 14 10" PVC Sewer 10'-12' 310 LF $ 53 00 $ 16,430 00 15 Testing (TV of Mains) 4,540 LF $ 1 50 $ 6,810 00 16 8" Dia. Water Main 3,185 LF $ 19 00 $ 60,515 00 17 8" Gate Valve 4 EA $ 1,500 00 $ 6,000 00 18 Fire Hydrant Assembly 7 EA $ 3,100 00 $ 21,700 00 19 Dewatering 3,210 LF $ 8 00 $ 25,680 00 20 Single Lateral 19 EA $ 625 00 $ 11,875 00 21 Erosion & Sediment Control 1 LS $ 15,000 00 $ 15,000 00 22 Paved Restoration (Open Cut) 4,780 LF $ 50 00 $ 239,000 00 23 Sod 4,120 LF $ 4 00 $ 16,480 00 24 SUBTOTAL $ 863,575 00 25 Contingencies (15%) 1 LS $ 129,536.25 $129,536.25 26 TOTAL ESTIMATED CONSTRUCTION COST $ 993,111.25 33 Eng Design, Const. Plans & Permitting 1 LS $ 64,770 00 $ 64,770 00 34 Subconsultants- Surveying, Soils Eng Fees 1 LS $ 12,525 00 $ 12,525 00 35 Reimbursables Estimate 1 LS $ 2,500 00 $ 2,500 00 36 TOTAL ESTIMATED PROJECT COST $ 1,072,906.25 I USE - - - - $ 1,075,000.00 *Contingencies include easement acquisition, misc construction items, etc File #1422 (Bid Form_Revised_14-0822.xIs / Tab-gravityusl ) WORK ORDER NO. 7 ATTACHMENT #2 City of Sebastian Portion of Project Southern Portion of N. Central Ave., U.S. #1, Davis, Jackson, and Madison Streets: Gravity Sewer & Potable Water Item No. Item Description Quantity Unit of Measure Unit Price Total Price 1 Mobilization 1 LS $ 30,000 00 $ 30,000 00 2 Maintenance of Traffic 1 LS $ 15,000 00 $ 15,000 00 3 Stakeout Survey & As-builts 1 LS $ 15,000 00 $ 15,000 00 4 Standard Manholes 0'-6' 15 EA $ 3,900 00 $ 58,500 00 5 Standard Manholes 6'-8' 4 EA $ 4,500 00 $ 18,000 00 6 Standard Manholes 8'-10' 3 EA $ 5,100 00 $ 15,300 00 7 Pump Station #1 1 LS $ 164,000 00 $ 164,000 00 8 4" Dia. Force Main 665 LF $ 15 00 $ 9,975 00 9 Testing force main 1 LS $ 1,000 00 $ 1,000 00 10 8" PVC Sewer 0'-6' 2,310 LF $ 22 00 $ 50,820 00 11 8" PVC Sewer 6'-8' 1,105 LF $ 27 00 $ 29,835 00 12 8" PVC Sewer 8'-10' 580 LF $ 38 00 $ 22,040 00 13 10" PVC Sewer 0'-6' 975 LF $ 24 00 $ 23,400 00 14 10" PVC Sewer 6'-8' 680 LF $ 30 00 $ 20,400 00 15 Testing (TV of Mains) 5,650 LF $ 1 50 $ 8,475 00 16 4" Dia. PVC Water Main 480 LF $ 12 00 $ 5,760 00 17 4" Gate Valve 1 EA $ 925 00 $ 925 00 18 2" Blow -Off 1 EA $ 338 00 $ 338 00 19 Dewatering 1,910 LF $ 8 00 $ 15,280 00 20 Single Lateral 51 EA $ 625 00 $ 31,875 00 21 Erosion & Sediment Control 1 LS $ 15,000 00 $ 15,000 00 22 Paved Restoration (Open Cut) 5,850 LF $ 50 00 $ 292,500 00 23 Sod 945 LF $ 4 00 $ 3,780 00 24 SUBTOTAL $ 847,203 00 25 Contingencies (15%) 1 LS $ 127,080 45 $127,080 45 26 TOTAL ESTIMATED CONSTRUCTION COST $ 974,283 45 33 Eng Design, Const. Plans & Permitting 1 LS $ 63,550 00 $ 63,550 00 34 Subconsultants- Surveying, Soils Eng Fee 1 LS $ 9,375 00 $ 9,375 00 35 Reimbursables Estimate 1 LS $ 2,500 00 $ 2,500 00 36 TOTAL ESTIMATED PROJECT COST $ 1,049,708 45 "Contingencies include easement acquisition, misc construction items, etc. File #1422 (Bid Form_Revised_14-0822.xis / Tab-gravityncent) USE - - - - $ 1,050,000.00 Him N.T.S INDIAN RIVER LAGOON INDIAN RIVER LAGOON M [i1QglI'C 1 JCAQ [ 1©]C Q9 [Mg, M M CONSULTING ENGINEERS CERTIFICATE OF AUTHORIZATION NUMBER 4204 1655 27th STREET, SUITE 2, VERO BEACH, FLORIDA 32960 (772) 567-5300 / FAX (772) 794-1106 ,a. t. .oft ... himb M.._ ,..o °maw _ wMir .,> _s. - .-meowof- • saw .._.,., .e.._. ..,M. ©2014, MASTELLER & MOLER, INC. LEGEND. AREA TO BE SERVED EXISTING SEWER —tro— PROPOSED SEWER PROP. FORCE MAIN PROPOSED PUMP STATION PINa@N 69' @LaGIDrLaG3w @QU77QG3 P120O dE©4