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HomeMy WebLinkAboutSubsurface Exploration Proposal No 11G-7/27b McBride Heights Sewers Aug 01 11 09:01a P•8 July 27, 2011 Jeffersonville Sewer Department 3 a 1420 Pennsylvania Avenue M Jeffersonville Indiana 47130 w Attention: Mr. Len Ashack cal s SUBSURFACE EXPLORATION PROPOSAL Proposed McBride Heights Sewers Jeffersonville, Indiana CS Proposal No. 11G-7/27b Dear Mr. Ashack: ►.� We are pleased to present this proposal for a subsurface exploration at the referenced site in Va Jeffersonville, Indiana. This proposal includes our understanding of the project information, Z the proposed scope of services, a fee estimate, and a projected schedule. 0 PROJECT INFORMATION 's% Project information was provided by Josh Darby of Jacobi, Toombs and Lanz, in an electronic 0 p transmission on July 26, 2011. We received a plan showing the proposed sewer servicing w„ rj routes along McBride Drive, Graceland Way, Linden Road, and Grandview Drive in Z Jeffersonville, Indiana. The plan depicted the proposed alignment with proposed boring Os6 locations as designated by Jacobi, Toombs, and Lanz. The proposed projcct includes ..R,X. construction of new sewers along the routes denoted. U f SCOPE OF WORK It is our intent to conduct a subsurface exploration in order to obtain information about rj subgrade support conditions and depths to rock at the site of the proposed structures. This Z exploration is not designed to produce information concerning contamination or other 0 environmental conditions. 0 Boring locations were designated by Jacobi, Toombs, and Lanz and will be located in the field using standard taping procedures and available fixed structures. No surveying equipment will §o' be utilized in this exploration. _= 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 six (6) borings to depths designated by you on the plan you provided. Refusal is not expected to be encountered above boring termination depth so rock coring will not be performed. If boring information varies significantly, additional borings will be advanced. These additional borings will not be started without your prior approval. www.eoustruct-solutions.com Ayg 01 11 0902a P•g Prepared McBride Heights Sewers Jeffersonville, Indiana July 27, 20!! 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 scaled jars and retumed to the laboratory for 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. 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. Laboratory testing of soil samples will include the following tests: 6 Moisture Content Profiles ( -30 tests) t 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 - descriptions of subsurface conditions encountered -a summary of published geologic information - preliminary design recommendations. including: - design bearing pressure - additional design parameters, including: estimated c and m 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 are identified, the scope of work will be reviewed to confirm that it is still appropriate and adequate. If additional exploration and/or testing are necessary, you will be notified, and the added tasks will be submitted for your approval. SCHEDULE Based on our current workload, the subsurface exploration can be started within seven to tcn days of authorization, weather permitting. It is anticipated that exploratory activities can be completed in 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 . - a Aug 01 11 09:02e p10 Proposed McBride Heights Sewers Jeffersonville, hrdlartu July 27, 2011 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 project 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 $4,950.00 (four thousand nine hundred fifty dollars). Our fee is based on one drill rig mobilization, and a total of 57 feet of soil test drilling. This fee is also 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. It is also assumed that rock will not be encountered above boring termination depth. Rock coring can be performed for an additional S90 (ninety dollars) per foot of rock needed to reach boring termination depth. 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. !f, 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 based 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 Dcckard President • o. Aug 01 11 09:00a p.11 Proposed McBride Weights Sewers Jeffersonville, Indiana July 27, 2071 PROPOSAL ACCEPTANCE Project: Proposed McBride Heights Sewers Location: McBride Heights Jeffersonville. Indiana Client: Jeffersonville Sewer Department 1420 Pennsylvania Avenue Jeffersonville, Indiana 47130 Proposal Date: 7/27/11 Proposal No.: 110 /27b "/ a NAME: a ft 1 TITLE: 111 - i Iilallt -A ri . DATE: f3 �F /u PRINTED NAME: MA y04- Kin. Saari/ t sv fratttstgad (Please note that your signature implies acceptance of the attached Contract Terris and the full CS Proposa/No. 11G-7/27b document ). j Aug 01 11 09:03a p.12 Contract Terms I. PARTIES AND SCOPE OF WORK: Conslmction Solutions. IJ.0 theres:elks referred to as CS') shall include said company performing the work. "Work" means the specific geaeUlnical, analytical. tuning or other service in be performed by CS n set forth in CS's proposal. the clients' acceptance thereof and deft Contract Terms. *Client" refers in the person or business entity ordering the wed: to he done by CS. If the client is ordering is wak on behalf °f another. the Uicnt repose - mit and um - rants that the thus is the duly outhorizcd agent of sad puny t'x the pmrpnsc of ordering and directing Said wat:. Unless (ahenvise Rated in %film& the client assumes sole resporsibility for determining W WUtu the quantity and ITS Mount of the wink ordered by Ow client is ndeg0ate and sufficient for the clients' intended purpose. Client shall cnmmuniare these Cmuael Tenns to each and every third pony to %stem dm client transmits any part of CSS work. CS shall lame no duly or obligation to any third pant. greater than that set forth in CS's proposal. client's acceptance thereof end thee Cam um Tcnns. The ordering of wet from CS shall caalllue acceptance of the terms of CS's proposal and These Cmuaa Terms. 2. TESTS AND INSPECTIONS: CTION5: C] %M, shall cause dl lens and Inspatsan or the site. matiuk mid wort parxnted by CS or others to Ire timely' and properly perfumed in accordance with the plans. spxiftaliars and comsat documents. and CS's re ommendatims. No claims Dm Ion, damage or injury shall be brought against CS by client or any third party unless all lesis and inspections have ben so performed and unless CS's =emendations have been followed. Client agree In indemnify. defend and hold CS. its offices. employes and agents harmless from any and all claims, suits, lame arts and tease. including but not limited m. Court costs and reasonable Mlorney's fees in the event that all such lets and inspeclirns ere not so performed or CS's reeommendelioit we not so followxd except m der extent Jun Such failure k the mull of e negligence. willful ce wanton act M otaiuiun ores. aconites, s, agenile or employees. 3. SCHEDUI.ING OF WORK: Tin services set forth in CS's propose) and client's acceptance will he accomplished in • timely. workmanlike and professional manna by CS personnel at the price quoted. If CS is required to delay commencement of the work or II: upon emmarking upon Its weak. CS n monied to stop or interrupt the progress of if wink as a result of changes in the slope of the work ,equeacd by the client to fulfill the requirements of third pane[. internnpnice in the progress of construction. or other caner heynnd the dir reasonable conInM of CS. additional charges will be applicable and payable by client t Ater.. 'TO SITE: Client will arrange and provide such acsX$S t0 the silt as is necessary for CS to perform the wink. CS shall Lake reaeen:thk measures and precautions to minimize damage to the site and any impmvcllcnts located thereon as the result of its wink x the use of its equipment: however. CS hat not included in its fns the cos of restoration of damage which mm• oeaur. R450100011 or or rep watinll kw damage to crops m apiculture! land n no( included in h e fix staled in this proposal. Closing of open soil boring perks Rested by CS's agivhiei is included in the foe slated in the proposal If client desires or requires CS to cisme the site to its former erudition. upon written request CS will perform such additional woik as is necessay to do wl and client agrees to pay l0 CS the corm d,erenf 5. DAMAGE TO EXISTING MANMADE OBJECTS: Unless CS has assumed in %siting the responsibility of lemming subsurface or Mimi conditions. client opus in indemnify and save CS harmless from all claims. suits losses costs and aspensM. includinc reasonable attorney's Res as a result of personal tojurv. lath or property damage occurring with respect to CS's ncifor nonce of its work and arising from subsurfwe 0s stmt condiliom or damage to subsurface or latent Objects. SWc lint IX caduits where the oclual or potential presence and Itealion Ilaseofwas not revealed to CS by client. 6. PATMfvT: Client shall be invoiced at the completion of the work daaibal m this proposal. Client agrees to pay de invoice %uhm thirty (30) dogs of its receipt. Interest in the amount of LPL per month wig be applied t0 all past due invoices. 7. TERh11NA'rION: This apxanml may be laminated by cipher pony upon scuen days pun written nolioe. In the cent or termination. CS dull be compensated by client for all services performed up to and including ilia termination date. including reimbursable expenses. and for the completion of such saviceS and records as are necessary to place CSS fib in ceder andfor protect its professional repuudim. 8. WARRANT': (S's services will be refound. its finding obtained and its repnns prepared in accordance with its p 0I C al, client's accepusle thee% Utbc Contract 'Cams. and with generally accepted principles and prae6ea. s perliaminz its professional savior. CS will usc that degree of are and skill adtrocity exercised under similar circumslances by members of its profession. Thu warranty is in lieu of all other wmmmics or representations ether express or implied. Statements made in CS reports arc opinions head upon engineering. judgment and - not to be cumtnad as representations of fact. Should CS, or any of its professional employees be found to have been negligent in the performing of professional services or work or 10 lase made and breached any express or implied %termnty. Ieprcxmmtion of contract. client. all parties claiming thrmgh client and all parties claiming to have in any way relied upon CS's services w wink (sme that the maximum aggregate amount of the liability of CS. its officers. employees and agents shall be limited to 51 SODDED or the Iec amount of the lee paid to CS for its work pMamed with respect to the pmdcel whiehuv amount is greaser. 9. INDEh1NIT1': Except lo the extent specifically addrxaed in paagraph 8. client agrees to indemnify. defend and hold CS. its cokes. employees. agentt and independent contractors harmless from any and all claims, suits. losses. costs and expenses. including but not limited to court ewes and reasonable atlonxy's fees wising or alkting 10 have arisen out of the performance of CSS snit. In the wail (MI client Of di airs pmntlpal 511111 Ming any suit. Cute of action. claim or counterclaim) aga is CS to .he exlml that CS shall prevail in such soh. cane Or aaian. claim• Ot eounpacllim d% pony initiating such action shall pay In CS the costs and expenses incurred by CS to answer and:x defend such soil, cause of action, claim xomnlerclair. including reasonable auomey's feces. exist costs. witness fee: and Mho related expenses. CS initials Clint Initials es Pmpcsal No. 1I 0.7@7b - Proposed Mcgride Heig Sewers- IeRersonvilk, Indiana Aug 01 11 09:04a p.13 CONSTRUCTION SOLUTIONS, LLC UNIT FEE SCHEDULE Professional Services Principal Engineer in Charge, per hour $225.00 Principal Engineer, (P.E.), per how $175.00 Principal Engineer, (P.E.), OT per hour $200.00 Project Engineer, (P.E.), per hour $125.00 Project Engineer, (P.E.). OT per hour $150.00 Construction Manager $175.00 Project Manager $125.00 Project Manager, (EIT), per hour $95.00 Project Manager, (EIT), OT per hour $100.00 Geologist, per hour $75.00 Geologist, O7' per hour $85.00 Senior Engineering Technician, per hour 560.00 Senior Engineering Technician, OT per hour $7000 Engineering Technician, per hour $55.00 Engineering Technician, OT per hour $60.00 Secretarial Administration, per hour $45.00 Laboratory Atterburg Limits Test, per test $100.00 Standard Proctor Tcst, each $150.00 Modified Proctor Test, each $160.00 Moisture Content Test, per test $1000 Concrete Compressive Strength Testing, per cylinder $15.00 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 5125.00 Rock Soundings, per foot $9.50 Soil Test Drilling. per foot $1500 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. 411 unit fees are valid through December 31, 2011. clivii (mows Cs Iuilials