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HomeMy WebLinkAboutSupplemental Agreement No. 1 - The Troyer Group - Design work regarding LaSalle and Marquette Safe Routes to SchoolLPA-CONSULTANT CONTRACT SUPPLEMENTAL AGREEMENT NO. 1 THIS SUPPLEMENTAL AGREEMENT NO. 1 is made and entered into this 0, \ day of 2017, by and between The City of South Bend, acting by and through its proper officials "LOCAL PUBLIC AGENCY" or "LPA", hereinafter referred to as the "LPA", and Troyer Grout, Inc., 550 Union Street, Mishawaka, Indiana 46544, hereinafter referred to as the "CONSULTANT". WITNESSETH WHEREAS, the LPA and CONSULTANT did enter into a contract on April 26, 2016 for the consultant to provide Engineering Services for the Safe Routes to School near LaSalle Intermediate and Marquette Primary project, Des. No. 1600076, and, WHEREAS, the LPA has requested certain additional services necessary for the completion of this contract, and WHEREAS, the CONSULTANT has agreed to perform the additional services necessary for the completion of this contract, NOW, THEREFORE, the parties hereto agree that said contract shall be amended as herein described: Task Current Contract Addendum 1 Total Amount a. Survey $20,790.00 $3,660.00 $24,440.00 b. NEPA Document — Level 1 CE $5,202.00 $5,202.00 c. Stage 1 Plans $62,414.00 $62,414.00 d. Utility Coordination $8,902.00 $8,902.00 e. Preliminary Field Check Meeting $2,566.00 $2,566.00 f, Public Information Meeting $2,547.00 $2,547.00 g. Third Party QCIQA $6,160.00 $6,160.00 h. Stage 3 Plans Submission $45,164.00 $7,634.00 $52,798.00 i. Tracings Submission $27,967.00 $27,967.00 j. Bid Phase Services $1,252.00 $1,252.00 k. Office Construction Administration $2,144.00 $2,144.00 I. Geotechnical Report $14,560.60 $14,560.60 Total $186,108.00 $25,834.50 1 $210,942.50 Page 1 of 3 The following is a description of the revisions to the Fee Summary: a. Survey: • Survey for additional sidewalk and approach replacement along Bergan St., Brookfield St., and Hamilton St. outside of the original scope of work. • Survey for Additional sidewalk, curb ramps, and drive approaches outside of the original scope of work. h. Stage 3 Plan Submission: • Additional Design of Sidewalk and Approach replacement along Bergan St., Brookfield St., and Hamilton St. outside of the original scope of work. • Additional Design of sidewalk, curb ramps, and drive approaches outside of the original scope of work. j. Geotechnical: • iNDOT has determined that a Geotechnical report will be necessary and will need to be submitted with Stage 3 plans. VI. Modification: This Supplemental Agreement, in the amount of $25,834.50, changes the contracted maximum not to exceed amount for this contract from $185,108.00 to $210,942.50. The undersigned attests, subject to the penalties for perjury, that he is the contract party, or that he is the representative, agent, member or officer of the CONSULTANT that he has not, nor has any other member, employee, representative, agent or officer of the firm, company, corporation or partnership represented by him, directly or indirectly, to the best of his knowledge, entered into or offered to enter into any combination, collusion or agreement to receive or pay, and that he has not received or paid, any sum of money or other consideration for the execution of this Contract other than that which appears upon the face of the contract. Page 2 of 3 IN TESTIMONY WHEREOF, the parties hereto have executed this Supplemental Agreement. CONSULTANT: The Troyer Group, Inc. S ture John E. Leszczynski 00' Kyle W. Silveus LPA South Bend, Indiana Board of Public Works Signature F � Preside 7- Suzanna Fritzberg Member l f� Ifiture James A. Mueller Member UA�= Signature Elizabeth A. Maradik Member Signature Therese J. Dorau Member Attest, Signature Linda M. Martin Clerk: Page 3 of 3 1= -- -• ---�`� ,`tom � �."- —^ mRpwrplk.mw-,eY■. I -� MIMI 11 . . . . . . . . . . . . . . . . . . . . . . . . . ...... . . . . . . . . . . . . . . . . . . . . . . . UP q, Jirm.f,.'PLIA 9 7N, ............ .1 I I 1 i -W WOMM-Mi�� NOMM gmeMemm ww"- MW - - 1 W-ROM" -0 -0-0 O-Wy Io South Bend - LaSalle -Marquette SRTS The Troyer Group Billing Rate Summary Overhead Rate = 190.51% Profit + Overhead Factor = 8.9%+ 0% = 8.8% Facility Capital Cost of Money = 0.22% Position Labor Rate Overhead Labor + Overhead Profit Facilty Capital Cost of Money Billable Rate. Overtime Senior Project Manager $65.93 $125.60 $191.53 $16.85 $0.15 $208.53 $241.50 Civil Engineer Project Manager $49.67 $94.63 $144,30 $12.70 $0.11 $157.10 $181.94 Civil Project Engineer $37.82 $72.05 $109.87 $9.67 $0.08 $119.62 $138.53 Civil Engineering Design Associate $23.94 $45.61 $69.55 $6.12 $0.05 $75.72 $87.69 Civil Engineering Associate $25,45 $48.48 $73.93 $6.51 $0.06 $80.50 $93.22 Landscape Architect $33.45 $63.73 $97.18 $8.55 $0.07 $105.80 $122.53 Urban Planner $28.82 $64.90 $83.72 $7.37 $0,06 $91.16 $105.57 Structural Engineer Project Manager $50.67 $96.53 $147.20 $12.95 $0.11 $160.27 $185.60 Structural Engineering Associate $26.27 1 $50.05 $76.32 $6.72 $0.06 $83.09 $96.23 Structural Engineering Design Associate $21.08 $40,16 $61.24 $5.30 $0.05 $66.67 $77.21 QirectorofTransportation $58.92 $112.25 $171.17 $15.06 $0.13 $186.36 $215.82 Director of Structural Engineering $51.96 $98.99 $160.95 $13,28 $0,11 $164.35 $190,33 Construction Project Eng./Supervisor $38.74 $73.80 $112.54 $9.90 $0.09 $122.53 $141.90 Construction Inspector Proj. Manager $49.67 $94.63 $144.30 $12.70 $0.11 $167.10 $181.94 r 9 Ill Iti n TERRITORIAL ENGINEERING, LLC 7908 NOR"I E-I S FATF. ROM) 23 11 ALKERTON' I.NDIANA 4637-I Phone: 574--58o-34 48 Fav 574-586-2992 Email: teong"<r?te-Ilc.cm-n FEE SCHEDULE January' 1, 2016 ITEM RATE PRINCIPAL 5 114.00/hr DFSIG\FR S 108.00/hr CONSTRUCTION RUCTION OBSE'RVATION S 84,00/hr FIELD CREW CHIEF 5 80,00/hr FIELD CRY',W MF -1 3ER S 55.00/131. CONSTRUCTION STAKING DATA COI.LEC"I ION S1 13.00/17r FNGINEERING/SURVEYI\G TFCI NICIA'N S 85.t70/17r SFCRFTARIAI./C:OPIES/RESI:ARCI-I $ 5-'.00/hr The above field crow rues include standard crew materials and equipment. Rates are tnetet-ed portal to portal. Additional topics, overnight mailings, Special plotting atld%or forms arcs additional casks at cost plus 109t, i r ROBERTS. S. A1-M P.S. �cS s_ E r; ii u?>• 0 rA;a;:e i 2 ' F �rs�. _,� ;� — ;�'� �-�� — — — I �' �� ��� c� � E i � � i i Y'e ..... ��, E � .....,� II 3 �: `. _ �' •xJ �M' 4� T_ ' � _. ...r -'� E IX �[ F< Mr. Kyle Silveus, P.E. September 27, 2016 The Troyer Group, Inc. Page 2 LaSalle Safe Routes to School Project — South Bend, IN Performing up to 25 exploratory test borings to a depth of 5 ft each. In addition, hand auger borings will be performed as deemed necessary. The actual location, depth, and number of borings will be dependent on the soil conditions encountered. Standard Penetration Test (SPT) sampling will be performed at 2'/2-ft intervals. We anticipate that the borings will be performed with truck -mounted equipment and backfilled at completion of the field work with auger cuttings and bentonite chips. EEI will locate the test borings using measurements from existing site features shown on the plans. We will also contact Indiana 811 to arrange an underground utility line location check. At this time, no pavement cores are planned. 2. Performing appropriate laboratory tests consistent with INDOT requirements including visual soil classification, hand penetrometer readings, pH, sulfate content, moisture content, grain size analysis, and Atterberg limit determinations; 3. Preparing a technical report which will include a summary of our findings and recommendations for geotechnical considerations regarding: a. Subgrade preparation and improvement, as necessary, for support of the sidewalk; b. Re -use of onsite soil for fill; and c. Potential construction problems due to the subsurface conditions encountered (e.g., soft subgrade difficulties, etc.). SCHEDULE We are typically able to mobilize to the site within two to three weeks of notice to proceed and coordination of our field activities with underground utility owners, the city, and OGE. The field work will require two to three days to complete. After the field work is completed, the laboratory testing could take up to two weeks to complete. We anticipate submitting a geotechnical report within two weeks after the laboratory work is completed. COST We propose to provide our services on a time and expense basis in accordance with the attached unit rates. With that, we estimate the total cost for completing the geotechnical services to be $14,600. Please recognize that the fee is based on the scope described herein and current INDOT guidelines. If any significant variations develop during the course of our evaluation, we will advise you so that our efforts can be effectively directed. Mr. Kyle Silveus, P.E. September 27, 2016 The Troyer Group, Inc. Page 3 LaSalle Safe Routes to School Project — South Bend, IN CLOSURE Thank you for the opportunity. We anticipate that your firm will prepare an agreement outlining the terms and conditions. We look forward to providing our services on this project. Should you have any questions about this information, please feel free to contact us. Sincerely, EARTH EXPLORATION, INC. /CoftT. Roosa, P. E. Senior Geotechnical Engineer /-1 PP Kenneth P. Miller, P.E. Michiana Regional Manager Enclosure: Cost Estimate Cost Estimate LaSalle Safe Routes to School Project South Bend, Indiana Unit Unit Price Total GEOTECHNICAL FIELD 1. Mobilization and Field Coordination a. SPT Rig 1 ea $260.00 $260.00 b. CPT ea $440.00 c. Field and utility coordination 1 LS $800.00 $800.00 d. Field coordination with property owners i. 1 - 10 1 LS $300.00 $300.00 ii. 11 - 25 LS $500.00 iii. Over 25 LS $690.00 e. Mileage 40 mi $3,40 $136.00 2. Truck mounted borings with split spoon sampling a. Standard 125 ft $18.50 $2,312.50 b. Night time ft $21.80 3. Truck mounted borings with drilling fluid a. Standard ft $18.50 b. Nighttime R $21,80 4. Truck mounted core drilling a. Standard It $38,00 b. Night time ft $44,80 5. Truck mounted borings a. Truck mounted borings through bedrock or boulders or concrete pavement i. Standard ft $36.40 ii. Nighttime ft $42.90 b. Bridge deck coring and restoration I. Standard ea $330.00 H. Nighttime ea $390.00 6. Cone penetrometer testing a. Set up i. Standard ea $75.00 ii. Nighttime ea $88.50 b. Subsurface profiling i. Standard ft $11.90 ii. Night time ft $14.00 c. Profiling with pore pressure measurement I. Piezometric Saturation a. Standard ea $91.00 b. Nighttime ea $107.00 ii . Penetration a. Standard ft $14.20 b. Night time ft $16.75 Unit Unit Price Total iii. Pore water dissipation test a. Standard hr $184.00 b. Night time hr $217.00 iv. Hydraulic conductivity and consolidation a. Standard ea $70.00 b. Nighttime ea $83.00 d. Profiling with Shearwave Velocity Measurement i. Standard ft $15.23 ii. Nighttime ft $17.97 e. Sample i. Standard ea $22.00 ii. Night time ea $26.00 7. Hand or truck soundings a. Standard ft $11.60 b. Night time It $13.70 B. Hand auger drilling a. Standard 40 ft $12.00 $480.00 b. Night time ft $14.25 9. Skid mounted borings with split spoon sampling a. Standard ft $29.00 b. Night time ft $34.20 10. Skid mounted borings using drilling fluid a. Standard ft $29.00 b. Night time ft $34.20 11. Skid mounted core drilling a. Standard ft $42.00 b. Nighttime ft $49.00 12. Skid mounted boring through bedrock or boulders a. Standard ft $44.00 b. Nighttime It $52.00 13. Skid mounted soundings a. Standard It $16.40 b. Night time It $19.30 14. Skid Mounted Cone Penetrometer Testing (CPT) a. Set up i. Standard ea $110.00 iL Night time ea $130.00 b. Subsurface profiling i. Standard ft $17.30 ii. Night time ft $20.50 Unit Unit Price Total c. Profiling with pore pressure measurement €. Piezometric Saturation a. Standard ea $108.00 b. Night time ea $127.50 ii. Penetration a. Standard ft $20.00 b. Night time ft $23.60 ill. Pore Water Dissipation Test a. Standard hr $216.00 b. Night time hr $256.00 iv. Hydraulic Conductivity and Consolidation a. Standard ea $83.00 b. Nighttime ea $98.00 d. Profiling with Shearwave Velocity Measurement €. Standard ft $23.60 €€. Night time It $27,80 e. Sample €. Standard ea $31.00 I€. Night time ea $37.00 15. Furnishing of a boat Actual Cost 16. Barge set-up expenses a. Navigable water i. Barge set-up ea $5,600.00 ii. Rental of support equipment and/or boat Actual Cost ill. Drill rig downtime hr $140,00 b. Non -navigable water barge set-up ea $4,800.00 17, Additional disassembly and reassembly a. Navigable water ea $2,000.00 b. Non -navigable water ea $1,800.00 18, Barge mounted borings with split spoon sampling ft $32.00 19. [large mounted core drilling It $44.00 20. Barge mounted boring through bedrock or boulders ft $44.00 21. Barge mounted soundings It $19.00 22. Casing through water ft $8.15 23. Uncased sounding through water ft $5.40 24. Set up for borings and machine soundings a. Borings and machine soundings less than 20 ft deep 25 ea $68.00 $1,700.00 b. Rock core borings ea $116.00 25. Additional 2-in. split spoon sampling ea $20.00 26. 3-in. split spoon samples ea $22.00 27. 34n. Shelby tube samples ea $60.00 28. Bag samples a. 25-lb sample ea $50.00 b 5-lb sample ea $32.00 Unit Unit Price Total 29. Field vane shear test a. Standard ea $110.00 b. Night time ea $130.00 30. 41/,in. cased hole ft $12.00 31. Installation of Geotechnical Instruments a. Inclinometer casing installation i. Standard ft $14.07 ii. Night time ft $16.60 b. Piezometer installation up to 25 ft below surface ea $245.00 c. Piezometer installation deeper than 25 ft below surface ea $270.00 d. Metal protective outer cover for inclinometer and piezometer casings ea $120,00 32. Geotechnical engineer 8 hr $115,00 $920,00 33. Railroad expenses Actual Cost 34. Twenty-four hour water levels a. Field measurements per borehole i. Standard 2 ea $36.50 $73.00 H. Night time ea $43.00 b. PVC slotted pipe ft $5.60 35. Special borehole backfilling a. 0 to 30 ft i. SPT a. Standard 25 ea $105.00 $2,625.00 b. Night time ea $124.00 ii . CPT a. Standard ea $45.00 b. Night time ea $53.00 b. More than 30 ft 1. SPT a. Standard ft $6.30 b. Night time ft $7.50 ii . CPT a. Standard ea $1.88 b. Nighttime ea $2.21 c. Pavement restoration i. Standard ea $58.00 ii. Nighttime ea $68.00 36. Dozer rental Actual Cost 37. Traffic control a. Flag crew 3 day $700.00 $2,100,00 b. Equipment Rental Actual Cost c. Flag crew with equipment day $800.00 38. Centerline surveying Actual Cost Subtotal (Geotechnical Field) $11,706.50 Unit Unit Price Total GEOTECHNICAL LABORATORY 39. Sieve analysis for soils 6 ea $48.00 $288.00 40. Hydrometer analysis 6 ea $55.00 $330.00 41. Sieve analysis for Aggregates a. Analysis by Washing (AASHTO T-11) ea $75.00 b. Analysis by Using (AASHTO T-27) ea $131.00 42. Liquid limit 4 ea $33.00 $132.00 43. Plastic limit & plasticity index 6 ea $24.00 $144.00 44. Liquid Limit Ratio ea $74.00 45. pH test 6 ea $16.00 $90.00 46. Loss on Ignition Test a. Loss on Ignition Test (Conventional) ea $23.00 b. Loss on Ignition Test (Sequential) ea $61.00 c. Organic content based on Clorimeter ea $23.00 47. Topsoil Tests a. Phosphorus tests ea $20.00 b. Potassium tests ea $20.00 48. Moisture Content Tests a. Moisture Content Test (Conventional) ea $6.50 b. Moisture Content Test (Microwave) ea $8.00 49. Expansion Index of Soils ea $230.00 50. Specific Gravity Test ea $35.00 51. Unit weight determination ea $17.00 62. Hydraulic Conductivity Test a. Constant Head ea $225.00 b. Failing Head ea $275.00 53 a. Unconfined Compression Test ea $44.00 b. Remolding of soil samples with chemical admixtures in chemical soil modification/stabilization (3 samples is equal to 1 unit) ea $110.00 c. Point Load Strength Index of Rock ea $42.00 54 Compressive Strength and Elastic Moduli of Intact Rock a. Compressive Strength of Intact Rock ea $105.00 b. Elastic Moduli of Intact Rock ea $420.00 55 Consolidation Test ea $430.00 56 Triaxial test a. Unconsolidated - Undrained (UU) ea $336.00 b. Consolidated - Undrained (CU) ea $500.00 c. Consolidated - Drained (CD) ea $700.00 d. Pore Pressure measurement with a. or b. and use of back pressure for saturation ea $242.00 57 Direct Shear Test ea $520.00 58 Moisture -Density Relationship Test a. Standard Proctor ea $136.00 Unit Unit Price Total b. Modified Proctor ea $147.00 59 Soil Support Testing a. California Bearing Ratio Test ea $515.00 b. Subgrade Resilient Modulus ea $600.00 60 Collapse Potential Evaluation Test a. Silty Soil (Loess) ea $370.00 b. Cohesive or Expansive Soils ea $441.00 61 Water Soluble Sulfate Test ea $100.00 62 Water Soluble Chloride Test 2 ea $100.00 $200.00 63 Soil Resistivity Test ea $131.00 64 a. Slake Durability Index Test ea $122.00 b. Jar Slake Test ea $13.00 Subtotal (Geotechnical Laboratory) $1,184.00 GEOTECHNICAL ENGINEERING 65 Geotechnical profile and related work a. Without soil subgrade drawings First mile LS $1,150.00 Each additional mile mi $525.00 b. With soil subgrade drawings First mile LS $1.365,00 Each additional mile mi $600.00 c. Soil subgrade drawings (only) First mile LS $350.00 Each additional mile mi $220.00 66 Geotechnical report a, Without soil subgrade investigation First mile 1 LS $1,660.00 $1,660.00 Each additional mile mi $700.00 b. With soil subgrade investigation First mile LS $1,900,00 Each additional mile mi $800,00 c. Soil subgrade investigation (only) First mile LS $600,00 Each additional mile mi $360.00 67 Settlement analysis and recommendations for embankment a. Proposed embankment ea $495.00 b. Proposed and existing embankment ea $550.00 68 Ground modification design ea $1,450.00 69 Slope stability analysis a. C, 0 or C & 0 analysis ea $770.00 b. Corrective measures ea $770.00 c. Stage construction corrective method ea $1,340.00 70 Bridge foundation analysis and recommendations a. Shallow foundation ea $475.00 Unit Unit Price Total b. Deep foundation i. Deep foundation analyses ea $840.00 ii. Wave equation analyses ea $325.00 iii. Liquefaction analysis ea $260.00 iv. Group - 3D analysis ea $420.00 c. Settlement analysis for bridge pier foundation i. Bridge pier ea $380.00 ii. Embankment plus pier ea $420.00 iii. Embankment plus pier plus all other loads ea $485.00 d. Foundation on bedrock ea $370.00 71 Retaining structure analysis recommendations a. Conventional retaining structures and other types such as MSE Walls and Bin walls I: Shallow foundation ea $860,00 it. Deep foundation ea $1,130,00 ill. Settlement analysis for retaining wall foundation ea $370,00 b. Pile retaining structure analysis and recommendations I. Free standing structure ea $1,000.00 ii. Retaining structure with tie -back system ea $1,450.00 c. Drilled -in -pier retaining structure analysis I. Free standing structure ea $1,025.00 !I. Retaining structure with tie -back system ea $1,470.00 d. Soil nailing wall analysis ea $990.00 72 Seepage analysis ea $1,400.00 73 Deep dynamic compaction analysis ea $1,400.00 Subtotal (Geotechnical Engineering) $1,660.00 CONSTRUCTION INSPECTION AND MONITORING 74 Pressuremeter testing services day $1,600.00 75 Mobilization of testing equipment LS $160.00 76 a. Monitoring geotechnical instrumentation hr $75.00 b. Field Inspector hr $75.00 77 Integrity testing Actual Cost 78 Field Compaction Testing a. Dynamic Cone Penetration Test (DCPT) hr $75.00 b. Light Weight Detlectomete€ Test (LWD) hr $75.00 79 Dynamic pile analysis ea $1,025.00 80 Static load test ea $1,025.00 81 Dynamic pile load test Actual Cost 82 CAPWAP-C analysis ea $480.00 83 Final construction inspection report ea $925.00 Subtotal (Construction Inspection and Monitoring) FOUNDATION EVALUATION BY NON-DESTRUCTIVE METHODS 84 a. Surface test[Pier or foundation Actual Cost b. Borehole testlPier or foundation Actual Cost Unit Unit Price Total GEOPHYSICAL INVESTIGATION 85 Geophysical Investigations Actual Cost GEOTECHNICAL PROJECT MANAGEMENT 86 Project Management a. Project Coordination mi $1,620.00 b. Project Website LS $3,420,00 87 Geotechnical Review a. Structure Report ea $325.00 b. Roadway Report mi $275.00 Subtotal (Non -Destructive, Geophysical and Project Management) PAVEMENT INVESTIGATION 1. Mobilization of coring equipment LS $200.00 2. Mobilization mileage for coring equipment mi $1.85 3. Pavement core (partial depth) ea $125.00 4. Pavement core (full depth) a. Standard ea $190.00 b. Night time ea $223.00 S. Sub -base sample ea $60.00 6. Cement concrete pavement core density determination ea $33.00 7. Cement concrete core compressive strength test ea $31.50 8. Bituminous extraction test ea $84.00 9. Sieve analysis of extracted aggregate test ea $56.00 10. Recovery of asphalt from solution by Abson method ea $350.00 11. Theoretical maximum specific gravity test ea $70.00 12, Bulk specific gravity test ea $30.00 13, Air voids calculation ea $28.00 14. Core report for partial depth core ea $34.00 15. Core report for full depth core ea $42,00 16. Pavement analysis and report ea $770.00 Subtotal (Pavement Investigation) Summary of Fees Geotechnical Field $11,706.50 Geotechnical Laboratory $1,184.00 Geotechnical Engineering $1,660.00 Construction Inspection and Monitoring Non -Destructive, Geophysical and Project Management Pavement Investigation Estimated Total $14,560.50 i;■ inn ., .: u.