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HomeMy WebLinkAboutSubsurface Exploration Proposal No.11G-7/27a Aug 01 11 08:59a p2 July 27, 2011 Jeffersonville Sewer Department 1420 Pennsylvania Avenue Jeffersonville, lndiana 47130 3° p'2 Attention: Mr. Len Ashack . g am r SUBSURFACE EXPLORATION PROPOSAL Proposed Wathen Heights Sewers Jeffersonville, Indiana CS Proposal No. 11G -7/27a Dear Mr. Ashack: a We are pleased to present this proposal for a subsurface exploration at the referenced site in Jeffersonville, Indiana. This proposal includes our understanding of the project information, z the proposed scope of services, a fee estimate, and a projected schedule. Q PROJECT INFORMATION Eal Project intonation was provided by Josh Darby of Jacobi, Toombs and Lanz, in an electronic ° 0 'g a1 transmission on July 26, 2011. We received a plan showing the proposed sewer servicing (llc.Z routes along Cherokee Road, Pawnee Drive, Bennett Avenue, Riverside Acres, Virginia & -��� � �x Avenue, Carlotia Drive. Fay Avenue, and Allison Lane, along with a proposed pump station O E s situated near the intersection of Virginia Avenue and Utica Pike in Jeffersonville, Indiana. s ate , The plan depicted the proposed alignment with proposed boring locations as designated by F " ` Jacobi, Toombs, and Lanz. The proposed project includes construction of new sewers along 0 the route denoted and a pump station. SCOPE OF WORK z It is our intent to conduct a subsurface exploration in order to obtain information about 0 subgrade support conditions and depths to rock at the site of the proposed structures. This Q exploration is not designed to produce information concerning contamination or other environmental conditions. Ko Boring locations were designated by Jacobi. Toombs, and Lanz and will be located in the field s= using standard taping procedures and available fixed structures. No surveying equipment will be utilized in this exploration. S la At the time of the exploration, a truck-mounted drill rig will be mobilized to the project site. �•� (Weather conditions may delay mobilization during periods of prolonged precipitation). The drill rig apparatus will be used to advance a total of seventeen (17) borings depths designated by you on the plan you provided. If refusal is encountered above boring termination depth in the borings, rock coring will be performed to reach the boring termination depth. If boring v rwsonstruct- solutioas.com Ag 01 1 1 08:59a e.3 Proposed Wainer Heights Sewers ✓c ersonrllle, brdiana JD& 27, 201! information varies significantly, additional borings will be advanced. 'these additional borings will not be started without your prior approval. Standard penetration testing will be performed at the ground surface and at depths of 1.5 feet, 4.0 feet, 6.5 feet, 9.0 feet. and every five (5) feet thereafter, where possible until boring termination depth is reached. Splitspoon samples will be obtained at each test interval. The samples will be classified in the field by an engineer from our firm and will be placed in sealed jars and retumed to the laboratory for testing. Rock samples will be placed in core boxes and returned to the laboratory for classification and testing. Groundwater levels will be recorded at boring termination in all of the borings. Due to safety considerations, all borings will be backfilled upon completion. 1f, at any time during field activities, unanticipated soil conditions that could lead to significant design or construction difficulties are encountered, you will be notified. Laboratory testing of soil samples will include the following tests: 8 Moisture Content Profiles (-48 tests) 2 Atterberg Limits Test After field testing is complete, the subsurface information will be reviewed and evaluated and a written report of our findings will be issued. The report will include: - a description of the exploratory methods used d escriptions of subsurface conditions encountered - a summary of published geologic information - preliminary design recommendations, including: -design bearing pressure - additional design parameters, including: estimated c and 0 values moist and saturated unit weights lateral earth pressure coefficients - construction considerations, including: backfill placement drainage excavation shoring and stability - groundwater considerations - a Boring Location Plan - Boring Logs If. at any time during the project, unexpected or unusual conditions or information arc identified, the scope of work will be reviewed to confirm that it is still appropriate and adequate. If additional exploration and/or testing arc necessary, you will be notified, and the added tasks will be submitted for your approval. e Aug 01 11 09.'O0a p.4 Proposed Washes, Heights Sewers Jeffenouvilc, Indiana July 27, 2011 SCHEDULE Based on our current workload, the subsurface exploration can be started within seven to ten days of authorization, weather permitting. It is anticipated that exploratory activities can be completed in two to three working days. As was previously noted, if, at any time during field activities, unanticipated soil conditions that could lead to significant design or construction difficulties are encountered, you will be notified. A verbal report can be submitted within four working days of the completion of field activities. A written report of the work can be submitted within ten working days of the completion of field activities. If significant projcct delays are experienced, you will be contacted to discuss the revised schedule. FEE ESTIMATE The scope of work provided in this proposal can be performed for the lump sum fee of 510,200.00 (ten thousand two hundred dollars). Our fee is based on one drill rig mobilization. a total of 225 fret of soil test drilling, and a total of five (5) feet of rock coring. Tbis fee also is based on the assumption that the site will be accessible to truck- mounted drilled equipment at the time of the subsurface exploration. All-terrain vehicles and/or heavy equipment needed to move the drill rig on the site can be retained for an extra charge. If additional exploration or testing activities are deemed necessary, a revised fee schedule will • be provided for your approval. No additional fees will be incurred without your prior approval. If, at the client's request, at any time after the start of this project and prior to the completion of this project, the project is terminated, a prorated fee will be calculated b sect upon the work completed up to the point that the project is terminated. AUTHORIZATION You may authorize our work on this project by your signature on the next page. You may wish to issue a purchase order; however, this proposal and the contract number must be referenced on the purchase order. Please note that your signature implies acceptance of the attached Contract Terms. We must have a signed copy of this entire document in order to proceed with the project. We appreciate the opportunity to provide you with geotechnical services. if we can answer any questions, please call Sincerely, CONSTRUCTION SOLUTIONS,LLC Clinton Deckard President Aug 01 11 09:03a p.5 Proposed 1Vathen Heights Sewers Jeffersonville, Indiana July 17, NM PROPOSAL ACCEPTANCE Project: Proposed Wathen Heights Sewers Location: Wathen Heights Jeffersonville, Indiana Client: Jeffersonville Sewer Department 1420 Pennsylvania Avenue Jeffersonville, Indiana 47130 Proposal Date: 7/27/11 Proposal No.: �� 7a , / / NAME: X I ' TITLE: �. • 1 • A ' ' -4 - B DATE: PRINTED NAME: Maan. - row% Her {Nnisfa -..i (Please note that your signature implies acceptance of the attached Contract Terns and the full CS Proposal No. IIG -7127o document). Aug 01 11 09:0Oa p.6 • ContractTcrnn - L. PARTIES AND SCOPE OF WORK: Construction Solutions. U.0 (hereinait refried to as "CS') shall include sod company perf«ming the unrk. 'Wok" mean% the specific geotechnial. amebae). tal,Dg or other service to be patterned by CS as set forth in CSS proposal. the clients' acceptance 1hacof and thew Contract Terms. 'Client" /etas to the person or business entity ordering the mo w be done by CS. If the client is ordering the work nn behalf of another. Ole client repreicnl< and warmth: ihxt the client is the duly rub «iced ma of said pony for the purryn of ordering and dating aid wank. Unless othcnnse etutcd in writing. the client assures sole responsibility for deefmini,q whyb r Ilst goantily and Ile nature of the weds ordered by the elenl is adequate and sufficient for the clients untended purpow. Client shall communicate these Corm 'Penns to each and tray mind party lo whom the client Transmits any pan of CS's warp, CS shall have no duty a obligation to any third linty greater than That set form in CS% proposal. client's acceptancee menthe and them Cortina Tams. lbe arderiny of won: from CS shall constitute acceptance of the iernw or CS's proposal and These Comma Tvnwa, 2. TESTS AND INSPECTIONS: Client shall cause all laas and inspecliotrs of the site. materials and work performed by CS or altars to be timely and pmpaly performed in accordance with the plans. specifications and comme% documents. and CS's reaamnendalimr. No claims for losk damage or injury shall be brtmght against CS by client or any third party unless all lesu and inspections have been to performed and unless CSs meonmtendaions have been followed. Client agrees to indemnify, defend and laid CS. its officer, employees and agents harmless from any and all claims, ads, IMSrs, awls and expenses, including. but rat limited t0. court costs and lcahmabk allome)'s fees in the event that ail • such lab and inspections are not so palamest or CS's recommcnJatioro arc not m followed except to the wan: alai such failure is die (ehdl of a negligence. willful or wanton at or omission ol'C'5, its ollims. :items «employes. 3. SCHEDULING OF WORK: The services as forth in CS's proposal and client's .coons will be acaxnphshed In a timely. workmanlike and professional manna by C5 perxonmci 01 the penes quoted. If CS Is fequird In delay commensalism of the work « if, upon embarking upon its wok, CS is required 10 stop of inn m.pI rlc progress of its work aE u cramp of Changes in the scope of the work requand by the client, In fulfill the requirements of third panics. inlermpnan in the progress of conslronem, or ether casts beyond the dilal rcasomabte coral of CS. additional chords will be applicable and payebk by clime. 4. ACCESS' 10 SITE: Client will mange and provide such access to the site as is necessary fa CS In perform the wort CS shall lake eaunable rummies and precautions to minimize damage to the site and any improvements /scold thereon as the rani of its wide Of the use of its equipment; bastes', CS has not included in its fee the oat wf regulation of damage which may occur. Ralpation of ne reparation for damage lo wolae «a agriaihrral land is no includd in the ice stated ut this pnpaal. Closing of open soil boring hole created by CS's activities is included in at fa hated in this proposal. If client desires or rennics CS CO renale Ibe site 10 its lbrmer crinkliest upon woolen request CS will perform such additional work n6 k reeeSSRry' 10 de SO and client agrees le Mtn CS the cost thereof, 5. DAMAGE. TO EXISTING hIAN -h1A DE OaJECTS: Unless CS has assmnd in writing the rapo,.sibitny of locating staasnrlbc or latent conditens client antes 10 indemnify and save CS harmless from all dnnms, suits. losses. costs and expenses, inadiog reasonable attorneys fees as a result of personal injury, death Or property ohmage occurring with reseal to CSs pafnnna to of its work and arising from subsarf ee « laical conditions or damage to subsurfote Of total objets, structures. line or conduits where the actual err palatial presence and location thereof was not revealed t0 CS by etenl G PAVSIENT: Client shall t e imhiced at the oompkliun of the work described in this proposal. Client even to pay the invoice within ibis). 130) days of its reeeipl. Interest in the amount of 1.5% per month will be applied M alt past due invoices. 7. TPRRIINATION: This awsuncns may he laminated by Chita pars' upon seven day's prior written notice. In the event ol'termination. CS sbalh be compensated by client for all services performed up W and including the Ierminaion date, including rcimbursabk expenses. and fur the e(mlpktiesl 0(50011 SeniCCS and records as an neeessnn 10 place CSI files in order and/« proton his professional Dpulatia. K. NVARRANTV: CS's services will be perftfmod its tiding obtained and its mate prepared in accordance with its proposal, Client's acceptant,: thereof, thew Contract Tenn• and s.idn panrally accepted principles and practices. In performing Us professional services. CS will use than degree of can and skill ordihutil). exercised tinter similar circumstances by menthe's of its profession. 'this warranty is in lieu of all • mar marmnlics nr TevrosalaIions either express or implied. Statements made in CS reports are opinions bawd upon engineeringjudgmat and ale nut to be eanWed as n. nrsaadons of firs. Shard CS. or any of its professional employ= be found to have been negligent in the pertamtrr of professional services « work or to have male and breached anyexposs cc implied warranty, oeprtamtion or or client an panic claiming through ding and all pa lies claiming to have in any way relied upon CS's services or work agree dial lye maximum anntralc amount of the liability of CS. its officer, employees and agents shall be limited 10 FLMO.000 or Ile total amount of the fee paid t0 CS for is work patennd with :tad to the project whichever amount is greater. 9. INI/I:1INI'IV: Extepl 30 lac calm% *ethically addressed in paragraph S. client agrees to indemnify. defend and hold CS, its offeers. emphmxes. ',gems. and indtpendenl contractors hannksa from any and all claim. suits. losses. costs and expenses. including but nos limrud m court costs and reasonable moray's P:e arising or Mkging t0 have arisen con of the antennae of CSs work lit the event That client or client's principal shall bring uny suit. cause of action. claim or coonlerclaim against CS its Inc intent Ha CS shall prevail in kith suit. cause of action daunt or counterclaim the luny initialing such action shall pay to C'S the costs and expenses intuited by CS 10 answer and/or defend such suit. cause °racoon. Chin he counterclaim. including reawaabk mknICes fees. COUn casts. witness fees and Older retold expensca, CS Inbials ('bent miliAU .__ tS PrupoSai No. 11U-7,27n- Prnpohd Wahen Reigns Sewers - Jeffersonville Indiana :- Aug 01 11 09:01a 11.7 CONSTRUCTION SOLUTIONS, LLC UNIT FEE SCHEDULE Professional Services Principal Engineer in Chargc, per hour $225.00 Principal Engineer, (P.E.), per hour $175.00 Principal Engineer, (P.E.), OT per hour $200.00 Project Engineer, (P.E.), per hour 5125.00 Project Engineer, (P.E.), OT per hour $150.00 Construction Manager $175.00 Project Manager 5125.00 Project Manager, (BIT), per hour $95.00 Project Manager, (Err), OT per hour $100.00 Geologist, per hour $75.00 Geologist, OT per hour $85.00 Senior Engineering Technician, per hour $60.00 Senior Engineering Technician, OT per hour $70.00 Engineering Technician, per hour $55.00 Engineering Technician, OT per hour 560.00 Secretarial Administration, per hour 545.00 Laboratory Atterburg Limits Test, per test $100.00 Standard Proctor Test, each $150.00 Modified Proctor Test, each $160.00 Moisture Content Test, per test $10.00 Concrete Compressive Strength Testing, per cylinder 515.00 Concrete Compressive Strength Testing, per cylinder w/o Field Testing $30.00 Drilling Drill Rig Mobilization, each $550.00 ATV Rig, each $150.00 Drill Rig Support Vehicle (for rock coring), per hour $125.00 Rock Soundings, per foot $9.50 Soil Test Drilling, per foot $15.00 Rock Coring, per foot $40.00 Heavy Equipment Rental cost + 20% Mileage, per mile $1.50 OT rates are for more than 8 hours in one working day. All unit fees are valid through December 31, 2011. Clime Initials CS Inilisis