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Warning Text %XTableStyleMedium9PivotStyleLight16` ;A B C A]D E F 7G #H dI yJJ 8K L #M .NO?Summary,\    OLE_LINK1<   ;a  ;2  ;|  ;1  ;-  ;$  ;6  ;  ;6  ; +  ;   ;   ; 5  bH49H50Displacement TransducersTotal Pressure TransducersH51H52H530Standing time for dilatometer equipment and crewDriven or push-in pressuremeterH54H55H56H57H58H59H60H61H62H63H64H65H66H67H68FStanding time for driven or push-in self-boring pressuremeter and crewMenard pressuremeterH69H70H71H72H73H74H75H76H77H78H79H80Soil infiltration testH81H82H839Calculation of infiltration rate for each tested locationH84BReading of free product level in borehole using an interface probeH854Provide contamination screening test kits per sampleH86&Carry out headspace testing by FID/PIDIInstrumentationI1I2I3I4I5I6I7I8I9I10,Provide and install protective cover (flush)I11-Provide and install protective cover (raised)I12I13I14I15BSupply equipment and personnel to carry out development by surgingI16I17I18I19I20I21I22I23JJ1J2J3J4J5J6J7J8J9J10J11J12J13J14J15J16;Advance sampler between existing ground level and 10m depthCollect and process echo sounding, side-scan sonar, magnetic, conductivity, seismic reflection, seismic refraction, resistivity imaging or ground-probing radar dataSBackfill exploratory hole for high-pressure dilatometer with cement/bentonite groutGeotechnical samplesJ17J18J19J20qDetermination of dissolved oxygen, conductivity, pH and temperature of surface water body during fieldwork periodJ21uDetermination of dissolved oxygen, conductivity, pH and temperature of surface water body during return visit to siteKGeotechnical laboratory testingK1K2Redox potential K3K4K5K6Shear strength (total stress)sp.dayzResidual shear strength using the small ring shear apparatus at three normal pressures, test duration not exceeding 4 daysK7!Shear strength (effective stress)K8 Rock testing$Natural water content of rock sample.Porosity/density using saturation and buoyancySlake durability indexShore scleroscopeSchmidt rebound hardnessAggregate abrasion valuePolished stone valueAggregate frost heave"Resistance to freezing and thawingUniaxial compressive strength%Deformability in uniaxial compressionIUndrained triaxial compression without measurements of porewater pressureEUndrained triaxial compression with measurement of porewater pressurepSingle measurement of point load strength on irregular rock lump or core sample (either axial or diametral test)L#Geoenvironmental laboratory testingA.B. C.D.E.F.G.H.I.J.$Installation monitoring and samplingK.L.Summary of Bill of QuantitieslExpenses incurred by staff on site visits or who are resident by agreement with the Investigation Supervisorvisit overnightBB1B2NumberItem descriptionUnitQuantityRateAmountA8General items, provisional services and additional itemsA1sumA2A3A4weekA5A6provisional sumA7p.dayA8KEstablish the location and elevation of the ground at each exploratory holeA9A10+Facilities for the Investigation SupervisorA11+Vehicle(s) for the Investigation Supervisorv.wkA121Fuel for vehicle for the Investigation SupervisorA13A14;Deliver selected cores and samples to the specified addressA15ASpecial testing and sampling required by Investigation SupervisorA16Traffic safety and managementA17A18nrA19A20A21A22A23A24A25A26A27A28A29B3hB4mB5B6B7B8B9B10B11B12Dynamic samplingB13B14B15GAdvance dynamic sample hole between existing ground level and 5 m depthB16B17B185Standing time for dynamic sampling equipment and crewhrB19dayB20Rotary drillingC1C2C3C4/Standing time for hand auger equipment and crewC5C6C7C8C9:Break out surface obstructions where present at auger holeC10C11C12C13C14C15C16C17C18C19C20C21C22C23C24C25C26C27C28C29C30C31C32C33C34C35C36C37C38C39C40C41C42C43C44C45C46C47C48C49C50C51C52C53C54C55C56C57C58C59C60C61C62C63Sonic drilling without coresC64C65C66C67C68C69C70C71C72C73C74C75C76Sonic drilling to obtain coresC77C78C79C80C81C82C83C84C85C86C87C88C89C90C91DPitting and trenchingInspection pitsD1D2D3D4D5D6D7D8D9D10D11D12D13ZStanding time for excavation plant, equipment and crew for machine dug trial pit or trenchD14D15D16D17D18D19D20D21D22D23D24D25D26D27D28D29D30D31D32D33GeneralPump water from pit or trenchProvisional sumLeave open trial pit or trenchEE1Small disturbed sampleE2Bulk disturbed sampleE3Large bulk disturbed sampleE5E6Groundwater sampleE7E8&Continuous or semi-continuous samplingE9E10E11?Break out surface obstruction where present at exploratory holeE12E13F$Probing and cone penetration testingF1?Bring dynamic probe equipment to the site of each test locationF2F3F4F5F67Standing time for dynamic probe test equipment and crewF7Cone penetration testingF8F9F10F11F12F13F140Extra over Items F10 to F13 for use of piezoconeF15F16F17F18F193Extra over Items F10 to F13 for use of seismic coneF20Carry out seismic cone testF21F226Standing time for seismic cone test equipment and crewGG1lin.mG2G3G4G5G6HH1H2H3Small pouring cylinder methodLarge pouring cylinder methodWater replacement methodCore cutter methodNuclear methodH4H5$Vane shear strength test in boreholeH6H7*Hand penetrometer test (set of 3 readings)H8"Hand vane test (set of 3 readings)H9H10Redox potentialPermeability testingH11H12H13H14H15H16H17H18H19H204Set up and dismantle single packer permeability testH214Set up and dismantle double packer permeability testH22)Carry out single packer permeability testH23)Carry out double packer permeability testSelf-boring pressuremeterH24H25H26H27H28H29<Advance exploratory hole through hard stratum or obstructionH30H31H32H33H34H35OCarry out additional calibrations as instructed by the Investigation SupervisorDisplacement transducersPore pressure transducersTotal pressure transducersMembrane stiffnessH36YCarry out membrane compression calibrations as instructed by the Investigation SupervisorH37GBackfill exploratory hole for pressuremeter with cement/bentonite groutH38High pressure dilatometerH39H40H41H42H43H44H45H46H47H48EEstablish on site of offices, stores and amenities for the Contractor?Maintenance of offices, stores and amenities for the ContractorQEstablish on site all machines, equipment and utilities for a GREEN category sitemEstablish on site and remove from site, one cable percussion boring machine and ancillary plant and equipmentfEstablish on site and remove from site, one dynamic sampling machine and ancillary plant and equipmentgEstablish on site and remove from site, one rotary drilling machine and ancillary plant and equipment fEstablish on site and remove from site, one sonic drilling machine and ancillary plant and equipment Establish on site and remove from site, one dual purpose rotary drilling and dynamic sampling machine and ancillary plant and equipment sEstablish on site and remove from site, one cone penetration test (CPT) machine and ancillary plant and equipment tEstablish on site and remove from site, one excavator for machine dug trial pits and ancillary plant and equipment < 1Establish specialist ancillary plant or machinery3Establish geophysical surveying plant and equipment;Weekly maintenance of specialist plant or machinery on sitedEstablish on site Security Industry Authority (SIA) or similar approved Contractor for Site SecurityMaintain site securityAppropriate storage, transport and off-site disposal of contaminated samples, flush, arisings and any PPE equipment, excluding laboratory testing?Provide project management, supervision and execution personnelA20.1Project ManagerA20.2Site Planner/ProgrammerA20.3A20.4"Site Health and Safety CoordinatorA20.5'Technical Lead (specify grade required)A20.6Data CoordinatorA20.7;Logging and/or Sampling Supervisor (specify grade required)A20.86Technical Drilling Supervisor (specify grade required)A20.9A20.10A20.114Geoenvironmental Specialist (specify grade required)A20.124Investigation Supervisor s telecommunication charges ReportingA30+Digital copy of the final Desk Study ReportA31+Digital copy of the draft Desk Study ReportA323Digital copy of the PAS 128 utilities survey reportA33-Digital copy of a Pre-condition Survey ReportA34.Digital copy of a Post-condition Survey ReportA35A36A37A38A39PDigital copy of the draft Geotechnical Design Report (or specified part thereof)A40A41A42A43A44,Digital copy of photographs  soil/rock coreA451Digital copy of photographs  trial pits/trenchesA461Provision of Collateral Warranty to third partiesA47!Temporary Works and Other MattersA48;Carry out Principal Contractor s role under CDM RegulationsA496Obtain statutory utility plans in advance of fieldworkA50Undertake PAS 128 SurveyA51 Attendance at pre-start meetingsA52,Standing time associated with site inductionA53Preparation of sloping / uneven ground including clearance of vegetation to create suitable access for plant to exploratory locationA54A55uConstruction and removal of bunded wash down area to control and contain contaminated material / ground or wash-waterA56jClearance of vegetation including tree felling to create suitable access for plant to exploratory locationA57\Removal and reinstatement of obstacle to facilitate access for plant to exploratory locationA58lin. m A59WMaintain ground protection / temporary access track (such as bog mats or track matting) lin.m /weekA60.Re-site ground protection / temporary trackwayA61Construction and reinstatement of temporary level working area at each exploratory hole location on sloping ground in advance of carrying out exploratory holeA62A63>Construction and removal of temporary bridging of water courseA64uConstruction and removal of temporary working platform at each exploratory hole location for mine shaft investigationA65A666Reinstatement using cold bituminous material surfacingm3A675Reinstatement using hot bituminous material surfacingA68Reinstatement of grassed areasm2A69Reinstatement of concrete areasA70Reinstatement of paved areasA71%Reinstatement of masonry or brickworkA727Reinstatement of gravel or rubble (hard standing) areasA737Reinstatement of arable land (excluding the crop) areasCable percussion boring`Move cable percussion boring machine, equipment and crew to the site of each borehole and set up]Extra over Item B1 for setting up on a slope of gradient greater than 20 % and less than 36 %7Break out surface obstruction where present at borehole<Advance borehole between existing ground level and 10m depth(As Item B4 but between 10 and 20 m depth(As Item B4 but between 20 and 30 m depth(As Item B4 but between 30 and 40 m depth(As Item B4 but between 40 and 50 m depth5Advance borehole through hard material or obstruction?Insert temporary casing in advance of rotary/sonic continuationEStanding time for cable percussion boring machine, equipment and crewlProvision of cable percussion boring machine, equipment and crew as directed by the Investigation SupervisorProvision of modular/low headroom cable percussion boring machine, equipment and crew as directed by the Investigation Supervisor#Backfill cable percussion boreholesVMove grout plant, tremie pipe and pump to the site of each exploratory hole and set upBackfill borehole with arisings(Backfill borehole with bentonite pellets9Backfill borehole with pre-mixed cement/bentonite pellets6Backfill borehole with cement/bentonite grout (tremie)B21FExtra over Items B18 to B20 for borehole diameters in excess of 200 mmB22QReturn to the site of each borehole and set up where borehole requires topping upB23vMove small tracked/wheeled dynamic sampling machine and equipment to the site of each dynamic sampling hole and set upB24B25B26(As Item B25 but between 5 and 10 m depthB27)As Item B25 but between 10 and 15 m depthB28B29DExtra over Items B25 to B27, B30 and B31 for use of semi-rigid linerB30Provision of dynamic sampling machine, equipment and crew for sampling as directed by the Investigation Supervisor; maximum depth 15 mB31mProvision of modular dynamic sampling machine, equipment and crew as directed by the Investigation SupervisorBackfill dynamic sampling holesB32B33B34B35B36B37FExtra over Items B34 to B36 for borehole diameters in excess of 200 mmB38CRotary DrillingRMove rotary drilling machine and equipment to the site of each borehole and set upaExtra over Item C1 or C9 for setting up on a slope of gradient greater than 20% and less than 36%FExtra over Item C1 for setting up drilling plant for inclined boreholeBExtra over Item C1 for setting up for mist/water/polymer/mud flush8Break out surface obstructions where present at borehole=Standing time for rotary drilling machine, equipment and crewqProvision of rotary drilling machine, equipment and crew for sampling as directed by the Investigation SupervisortMove dual purpose rotary drilling and dynamic sampling machine and equipment to the site of each borehole and set up8Advance rotary borehole using dynamic sampling equipmentProvision of dual-purpose rotary drilling and dynamic sampling machine, equipment and crew for sampling as directed by the Investigation SupervisorRotary drilling without coreswRotary drill at the specified diameter, from which cores are not required, between existing ground level and 10 m depth)As Item C12 but between 10 and 20 m depth)As Item C12 but between 20 and 30 m depth)As Item C12 but between 30 and 40 m depth)As Item C12 but between 40 and 50 m depth)As Item C12 but between 50 and 60 m depth)As Item C12 but between 60 and 70 m depth)As Item C12 but between 70 and 80 m depth)As Item C12 but between 80 and 90 m depth*As Item C12 but between 90 and 100 m depth2Extra over Items C12 to C21 for inclined drillhole<Extra over Items C12 to C21 for mist/water/polymer/mud flushSExtra over Items C12 to C21 for casing off materials to maintain borehole stabilityRotary drilling to obtain corescRotary drill to obtain cores of the specified diameter between existing ground level and 10 m depth)As Item C25 but between 10 and 20 m depth)As Item C25 but between 20 and 30 m depth)As Item C25 but between 30 and 40 m depth)As Item C25 but between 40 and 50 m depth)As Item C25 but between 50 and 60 m depth)As Item C25 but between 60 and 70 m depth)As Item C25 but between 70 and 80 m depth)As Item C25 but between 80 and 90 m depth*As Item C25 but between 90 and 100 m depth<Extra over Items C25 to C34 for use of semi-rigid core liner@Extra over Items C25 to C34 for coring inclined rotary drillhole<Extra over Items C25 to C34 for mist/water/polymer/mud flush\Extra over Items C25 to C34 for casing off unstable materials to maintain borehole stability?Extra over It< ems C25 to C34 for coring with wireline techniquesJExtra over Items C25 to C34 for recording drilling parameters as specified%Core box to be retained by the Client!Backfill rotary drilled boreholesFExtra over Items C44 to C46 for borehole diameters in excess of 200 mmSonic drillingWMove sonic drilling machine, equipment and crew to the site of each borehole and set upPExtra over Item C49 for setting up sonic drilling machine for inclined drillholepProvision of sonic drilling machine, equipment and crew for sampling as directed by the Investigation Supervisor<Standing time for sonic drilling machine, equipment and crewvSonic drill at the specified diameter, from which cores are not required, between existing ground level and 10 m depth)As Item C56 but between 10 and 20 m depth)As Item C56 but between 20 and 30 m depth)As Item C56 but between 30 and 40 m depth)As Item C56 but between 40 and 50 m depth)As Item C56 but between 50 and 60 m depth)As Item C56 but between 60 and 70 m depth)As Item C56 but between 70 and 80 m depth)As Item C56 but between 80 and 90 m depth*As Item C56 but between 90 and 100 m depth7Extra over Items C56 to C65 for inclined sonic boreholerSonic drill at the specified diameter, from which cores are required, between existing ground level and 10 m depth)As Item C67 but between 10 and 20 m depth)As Item C67 but between 20 and 30 m depth)As Item C67 but between 30 and 40 m depth)As Item C67 but between 40 and 50 m depth)As Item C67 but between 50 and 60 m depth)As Item C67 but between 60 and 70 m depth)As Item C67 but between 70 and 80 m depth)As Item C67 but between 80 and 90 m depth*As Item C67 but between 90 and 100 m depth7Extra over Items C67 to C76 for inclined sonic borehole<Extra over Items C67 to C76 for use of semi-rigid core liner Backfill sonic drilled boreholesFExtra over Items A81 to A83 for borehole diameters in excess of 200 mm!Rotary augering and hand augeringmMove rotary drilling machine, equipment and crew for augering to the site of each exploratory hole and set uppAuger in materials other than hard strata at the specified diameter between existing ground level and 10 m depth)As Item C88 but between 10 and 20 m depth)As Item C88 but between 20 and 30 m depthJStanding time for rotary drilling machine, equipment and crew for augeringC92qProvision of rotary drilling machine, equipment and crew for auguring as directed by the Investigation SupervisorC93BMove hand auger equipment to the position of each exploratory holeC94<Bore with hand auger from existing ground level to 2 m depthC95'As Item C94 but between 2 and 4 m depthC96C97xProvision of hand auguring equipment and crew for auguring as directed by the Investigation Supervisor; maximum depth 4mC98C99Backfill rotary auger boreholesC100C101C102C103C104C105HExtra over Items C102 to C104 for borehole diameters in excess of 200 mmC106C107.Excavate inspection pit by hand to 1.2 m depth9Extra over Item Dl for breaking out surface obstructions Rotary / Sonic Drilling9Extra over Item D3 for breaking out surface obstructions Cone Penetration Testing9Extra over Item D5 for breaking out surface obstructions Concrete CoringeConcrete core through hard materials in advance of borehole (minimum 250 mm diameter, maximum 300 mm)#Machine dug trial pits and trencheskMove excavation plant and equipment to the site of each trial pit or trench of not greater than 4.5 m depth@Excavate trial pit between existing ground level and 4.5 m depth;Extra over Item D10 for trial pit between 4.5 and 6 m depthCExcavate trial trench between existing ground level and 4.5 m depth)As Item D12 but between 4.5 and 6 m depth!Mobilisation of hydraulic breakerExtra over Items D10 to D13 inclusive for the provision of a hydraulic breaker for breaking out hard material or surface obstructions:Daily provision of pitting or trenching crew and equipmentProvision of excavation plant equipment and crew for machine dug trial pits or trenches as directed by the Investigation Supervisor; maximum depth 4.5 mAs Item D17 but 6 m depth8Provision of vacuum excavation plant, equipment and crewProvision of equipment and crew for hand dug trial pits or trenches as directed by the Investigation Supervisor: maximum depth 1.2 mExtra over Items D17, D18, D19 and D20 for the provision of a hydraulic breaker for breaking out hard material or surface obstructions0Bring pump to the position of each pit or trenchsExtra over Item D23 for temporary storage, treatment and disposal of potentially contaminated or contaminated water+Backfill trial pit with excavated material )Backfill trial pit with imported material.Backfill trial trench with excavated material ,Backfill trial trench with imported materialProvide shoring, propping or other excavation support and all necessary safety equipment, PPE and emergency procedures to allow safe working where personnel entry is requiredIProvide safety equipment to allow the safe working of personnel at height-Sampling during formation of exploratory holeE4?Open-tube U100 sample  by cable percussion or dynamic sampling/Open-tube U100 sample  by rotary/sonic methods@Open-tube UT100 sample  by cable percussion or dynamic sampling0Open-tube UT100 sample  by rotary/sonic methodsStatic push/piston sample)Cut, prepare and protect core sub-sample Block sampleqMove continuous or semi-continuous sampling machine and equipment to the site of each exploratory hole and set upE14E15E16)As Item E15 but between 10 and 20 m depth@Sampling for potentially aggressive ground/groundwater (BRE SD1)E17E18E19E20E21E22E23E246Sampling for geoenvironmental contamination assessmentE25E26E27E28bProvision of containers and collection of gas samples for contamination Suite H (permanent gases).E29Sampling for WAC testingE30XProvision of containers and collection of samples for WAC Suite J (Inert waste landfill)E31E32\Provision of containers and collection of samples for WAC Suite L (Hazardous waste landfill)dProvision of containers and collection of vapour samples for contamination Suite I (vapour samples).Dynamic ProbingDCarry out dynamic probe test from existing ground level to 5 m depth'As Item F3 but between 5 and 10 m depth(As Item F3 but between 10 and 15 m depth{Provision of dynamic probing equipment and crew for probing as directed by the Investigation Supervisor; maximum depth 15 m_Bring cone penetration test (CPT) machine, equipment and crew to the site of each test locationxCarry out cone penetration test (CPT) measuring both cone and sleeve resistance from existing ground level to 10 m depth)As Item F10 but between 10 and 20 m depth)As Item F10 but between 20 and 30 m depth)As Item F10 but between 30 and 40 m depth;Extra over Item F20 for interpretation of seismic cone dataF23 Provision of static cone penetration testing machine, equipment and crew for measuring both cone and sleeve resistance from existing ground level to refusal or as directed by the Investigation Supervisor; (rate shall include for interpretation and presentation of data)F24YExtra over Item F23 for use of a piezocone to provide measurements of pore-water pressureF25F26Geophysical surveys)Land-based mapping geophysical techniques,Collect and process conductivity survey data(Collect and process magnetic survey data/Collect and process electromagnetic survey data-Collect and process micro-gravity survey data)Interpretation of land-based mapping dataJStanding time for land-based mapping geophysical survey crew and equipment+Land-based profiling geophysical techniquesG7lin. mG8G9G10G11G12G137Interpretation of land-based profiling geophysical dataG14< LStanding time for land-based profiling geophysical survey crew and equipment)Land-based in situ geophysical techniquesG15G16G17G18HStanding time for land-based field geophysical survey crew and equipment2Land-based borehole seismic geophysical techniquesG19HMove down-hole seismic equipment to the site of each borehole and set upG20PMove cross-hole seismic equipment to the site of each set of borehole and set upG21eMove cross-hole seismic tomography (P wave) equipment to the site of each set of boreholes and set upG22G23G24?Collect and process cross-hole seismic tomography (P wave) dataG25SStanding time for land-based borehole seismic geophysical survey crew and equipment3Land-based borehole wireline geophysical techniquesG26G27Move basic geotechnical investigation suite of wireline geophysical logging tools to the site of each borehole and set up. (Caliper, natural gamma and acoustic/optical televiewer)G28Move intermediate geotechnical investigation suite of wireline geophysical logging tools to the site of each borehole and set up.(Caliper, natural gamma, acoustic/optical televiewer, formation density and PS logger)G29Move advanced geotechnical investigation suite of wireline geophysical logging tools to the site of each borehole and set up. (Caliper, natural gamma, acoustic/optical televiewer, formation density, PS logger, conductivity, resistivity, temperature and porosity)G30G31G32CCollect and process hydrogeological investigation suite survey dataG33FCollect and process basic geotechnical investigation suite survey dataG34MCollect and process intermediate geotechnical investigation suite survey dataG35ICollect and process advanced geotechnical investigation suite survey dataG36G37G38TStanding time for land-based borehole wireline geophysical survey crew and equipment OverwaterG39G40 Field testingIStandard penetration test in borehole between ground level and 10 m depthQStandard penetration test in rotary drillhole between ground level and 10 m depthPStandard penetration test in Sonic drillhole between ground level and 10 m depthField density testing!Pavement and strength field tests#California Bearing Ratio (CBR) testPlate Loading TestLight weight deflectometer test!Falling weight deflectometer testGeophysical field testsElectrical resistivity of soilThermal resistivity of soilQSet up and dismantle variable head permeability test in cable percussion boreholeQSet up and dismantle constant head permeability test in cable percussion borehole8Carry out permeability test in cable percussion boreholebSet up and dismantle variable head permeability test in observation well/open standpipe piezometercSet up and dismantle constant head permeability test in observation well /open standpipe piezometerKCarry out permeability test in observation well / open standpipe piezometerMSet up and dismantle variable head permeability test in rotary/sonic boreholeMSet up and dismantle constant head permeability test in rotary/sonic borehole4Carry out permeability test in rotary/sonic borehole Pumping TestsQMove and set up pumping test plant and equipment to site of each exploratory hole Carry out background monitoring %Carry out equipment test in test well/Extra over Item H49 for additional days pumpingCarry out recovery monitoring 9Standing time for pumping test plant, equipment and crew qMove and set up self-boring pressuremeter and exploratory hole-forming equipment to site of each exploratory hole[Advance exploratory hole to pressuremeter test location between ground level and 10 m depth)As Item H55 but between 10 and 20 m depth)As Item H55 but between 20 and 30 m depth=Advance exploratory hole through hard material or obstructionASelf-bore to form test pocket between ground level and 10 m depth)As Item H59 but between 10 and 20 m depth)As Item H59 but between 20 and 30 m depthqMove and set up high-pressure dilatometer and exploratory hole-forming equipment to site of each exploratory holeVAdvance exploratory hole to dilatometer test depth between ground level and 10 m depth)As Item H73 but between 10 and 20 m depth)As Item H73 but between 20 and 30 m depthORotary core to form dilatometer test pocket between ground level and 10 m depth)As Item H77 but between 10 and 20 m depth)As Item H77 but between 20 and 30 m depthH87H88H89lMove and set up Menard pressuremeter and exploratory hole-forming equipment to site of each exploratory holeH90H91H92)As Item H91 but between 10 and 20 m depthH93)As Item H91 but between 20 and 30 m depthH94H95QRotary core to form pressuremeter test pocket between ground level and 10 m depthH96)As Item H95 but between 10 and 20 m depthH97)As Item H95 but between 20 and 30 m depthH98H99H100H101H102H103H104H105H106H1079Standing time for Menard pressuremeter equipment and crewH108wMove and set up driven or push-in pressuremeter and exploratory hole-forming equipment to site of each exploratory holeH109H110H111*As Item H110 but between 10 and 20 m depthH112*As Item H110 but between 20 and 30 m depthH113H114gInstall driven or push-in pressuremeter at base of exploratory hole between ground level and 10 m depthH115*As Item H114 but between 10 and 20 m depthH116*As Item H114 but between 20 and 30 m depthH117H118H119H120H121H122H123H124H125H126H127mProvide equipment and carry out infiltration tests as specified, rate to include hire of excavation equipmentH128(Extra over Item H127 for additional days2Provide equipment and carry out infiltrometer testGeoenvironmental testing Rock Testing!Observation wells and piezometersZBackfill exploratory hole with cement/bentonite grout below observation well or piezometer1Extra over Item I3 to provide a porous filter tip/Extra over Item I6 to provide porous filter tip-Provide and install electric piezometer cableBProvide and install electric piezometer tip (e.g., vibrating wire)-Provide and install single channel datalogger(Provide and install hydraulic piezometer,Provide and install hydraulic piezometer tip-Provide terminal box for hydraulic piezometer(Provide and install pneumatic piezometer9Provide and install terminal box for pneumatic piezometer/Provide gas tap for ground gas observation well:Observation well and open standpipe piezometer development@Develop observation well or open standpipe piezometer by surgingI24"As Item I23 but by airlift pumpingI25I26As Item I23 but by over pumpingI27I28As Item I23 but by jettingI29I308Containment, transport and disposal of development waterI31]Extra over Item I30 for containment, transport and disposal of contaminated development water InclinometersI32_Supply and install inclinometer guide tubing in exploratory hole (not including hole formation)I33+Hire of inclinometer probe and readout unitI34JProvide and install protective cover for inclinometer installation (flush)I35KProvide and install protective cover for inclinometer installation (raised) ExtensometersI365Provide and install access extensometer guide tubing I37I38 Provide and install datum magnetFencing and protectionI39]Supply and erect protective fencing around observation well, piezometer or other installationI40'Supply and erect 1.5 m high marker postI41%Installation monitoring and sampling During fieldwork periodBReading of water level in observation well or standpipe piezometer*Ground gas measurement in observation well4Extra over Item J2 for obtaining a ground gas sample-Ground vapour measurement in observation well0Extra over Item J4 for obtaining a vapour sample~Set of inclinometer readings (as defined in Specification Clause 11.7 or Schedule S1.18.8) per installation and report resultsJReading of free product level in observation well using an interface probe Obtain surface water body sample3Containment, tra< nsport and disposal of purged water@Containment, transport and disposal of contaminated purged waterZReturn visit to site following completion of fieldwork to take readings from installationsdExtra over Item J13 for reading of water level in observation well or piezometer during return visitVExtra over Item J13 for ground gas measurement in observation well during return visitYExtra over Item J13 for ground vapour measurement in observation well during return visit~Extra over Item J13 for reading of free product level in observation well using an interface probe during return visit to siteExtra over Item J13 for set of inclinometer readings (as defined in Specification Clause 11.7 or Schedule S1.18.8) per installation during return visit and report results)Extra over Item J13 for ground gas sample%Extra over Item J13 for vapour sampleJ22J234Obtain surface water body sample during return visitJ24J25!Sampling from other installationsJ26J27$Monitoring using water level loggersJ28EProvide and install water level logger in installation for monitoringJ29DProvide and install barometric logger in installation for monitoringJ303Extra over Items J28 and J29 for obtaining readingsClassification Water contentDLiquid limit (four-point method), plastic limit and plasticity indexCLiquid limit (one-point method), plastic limit and plasticity index2Non-plastic sample determination after preparationMethylene blue testVolumetric shrinkageLinear shrinkageDensity by linear measurementK93Density by immersion in water or water displacementK10:Particle density by small or large pycnometer, or gas jar K11%Particle size distribution by sievingK12Sedimentation by pipetteK13Sedimentation by hydrometerChemical and electrochemicalK14Organic matter contentK15Mass loss on ignitionK16)Sulfate content of acid extract from soilK17*Sulfate content of water extract from soilK18Sulfate content of groundwaterK19$Carbonate content by rapid titrationK20'Carbonate content by gravimetric methodK21Water-soluble chloride contentK22Acid-soluble chloride contentK23Total sulfur contentK24Total dissolved solidsK25pH valueK26Electrical resistivityK27Thermal resistivityK28DExtra over Items K26 and K27 for specimen remolding or re-compactionK29Compaction-relatedK30:Dry density/water content relationship using 2.5 kg rammerK31:Dry density/water content relationship using 4.5 kg rammerK32=Dry density/water content relationship using vibrating rammerK33K342Maximum and minimum dry density for granular soilsK35K36K37Chalk crushing valueK38K39Extra over Item K38 for soaking ConsolidationK40?One-dimensional consolidation, test period not exceeding 7 daysK414Extra over Item K40 for test period exceeding 7 daysK42CMeasurements of swelling pressure, test period not exceeding 2 daysK439Measurement of swelling, test period not exceeding 2 daysK44HMeasurement of settlement on saturation, test period not exceeding 1 dayK45AExtra over Items K42 to K44 for test period exceeding 1 or 2 daysK46YConsolidation of a specimen up to 100 mm diameter in a hydraulic cell, test period 4 daysK470As Item K46 but using a 150 mm diameter specimenK480As Item K46 but using a 250 mm diameter specimenK49<Extra over Items K46 to K48 for test period exceeding 4 daysK50DExtra over Items K46 to K48 for specimen remolding or re-compaction K514Consolidation in a triaxial cell, test period 4 daysK525Extra over Item K51 for test periods exceeding 4 daysK53]Extra over Items K51 for specimen remolding or re-compaction, or specimen diameter reduction PermeabilityK54Permeability of soil in a rigid or flexible wall permeameter by the constant head or falling head method, test duration not exceeding 4 daysK554Extra over Item K54 for test period exceeding 4 daysK56wPermeability of soil in an oedometer ring permeameter, test duration not exceeding 1 day per loading or unloading stageK57>Extra over Items K56 for test period exceeding 1 day per stageK58_Permeability of a smaller than 100 mm diameter specimen in a hydraulic cell, test period 4 daysK590As Item K58 but using a 100 mm diameter specimenK600As Item K58 but using a 150 mm diameter specimenK610As Item K58 but using a 250 mm diameter specimenK62RExtra over Items K58 to K61 for measuring permeability in the horizontal directionK63<Extra over Items K58 to K61 for test period exceeding 4 daysK64WExtra over Items K58 to K61 for specimen remolding, or reconstitution, or re-compactionK653Permeability in a triaxial cell, test period 4 daysK664Extra over Item K65 for test period exceeding 4 daysK67oExtra over Items K65 for specimen remolding or reconstitution, or re-compaction, or specimen diameter reduction DurabilityK68$Dispersibility by the pinhole methodK69"Dispersibility by the crumb methodK70'Dispersibility by the dispersion methodK71Frost heave of soilK72AUndrained shear strength by the laboratory vane method (set of 3)K73:Undrained shear strength by hand / torsion vane (set of 3)K748Undrained shear strength by hand penetrometer (set of 3)K750Undrained shear strength by the fall cone methodK76CExtra over Items K72 to K75 for specimen remolding or re-compactionK77Consolidated drained shear strength by direct shear of a set of three specimens in a small shear box (up to 25 mm in height), test duration not exceeding 1 day per specimenK78BExtra over Item K77 for test duration exceeding 1 day per specimenK79Residual shear strength by direct shear of a set of three specimens in a small shear box (up to 25 mm in height), test duration not exceeding 4 days per specimenK80CExtra over Item K79 for test duration exceeding 4 days per specimenK81AExtra over Item K79 & K80 for specimen remolding or re-compactionsp.K82Consolidated drained shear strength by direct shear of a set of three specimens in a large shear box (up to 150 mm in height), test duration not exceeding 1 day per specimenK83BExtra over Item K82 for test duration exceeding 1 day per specimenK84Residual shear strength by direct shear of a set of three specimens in a large shear box (up to 150 mm in height), test duration not exceeding 4 days per specimenK85BExtra over Item K84 for test duration exceeding 4 day per specimenK86K87BExtra over Item K86 for test duration exceeding 4 day per specimenK88Unconfined compression of soilK89oUnconsolidated undrained triaxial compression without the measurement of pore pressure (set of three specimens)K90%As Item K89 but for a single specimenK911As Item K89 but with measurement of pore pressureK92wExtra over Items K89 to K91 for specimen remolding, or reconstitution, or re-compaction, or specimen diameter reductionK93Consolidated undrained triaxial compression of three specimens with isotropic consolidation and measurement of porewater pressure, test duration not exceeding 4 days per specimenK94IAs Item K94 but for a single specimen, test duration not exceeding 4 daysK95LExtra over Items K93 and K94 for test duration exceeding 4 days per specimenK96Consolidated undrained triaxial compression of three specimens with anisotropic consolidation, test duration not exceeding 4 days per specimenK97CExtra over Item K96 for test duration exceeding 4 days per specimenK98Consolidated drained triaxial compression test of three specimens with isotropic consolidation and measurement of porewater pressure, test duration not exceeding 4 days per specimenK99IAs Item K98 but for a single specimen, test duration not exceeding 4 daysK100LExtra over Items K98 and K99 for test duration exceeding 4 days per specimenK101Consolidated drained triaxial compression test of three specimens with anisotropic consolidation, test duration not exceeding 4 days per specimenK102EExtra over It< ems K101 for test duration exceeding 4 days per specimenK103Extra over Items K93, K94, K96, K97, K98 and K99 for remoulding, or reconstitution, or re-compaction, or specimen diameter reductionK104Extra over Items K93, K94, K96, K97, K98 and K99 for measuring the porewater pressure at the mid-plane in addition to the end of the specimenK105Extra over Items K93, K94, K96, K97, K98 and K99 for measuring the specimen deformation with on-specimen transducers, per orientationAdvanced soil testingK106|Shear-wave velocity (Svh, Shh, Shv) and initial shear modulus (Gvh, Ghh, Ghv) of soil using bender elements, per orientationK107|Consolidated undrained shear strength by direct simple shear testing of soil, test duration not exceeding 1 day per specimenK108DExtra over Item K107 for test durations exceeding 1 day per specimenK109eConsolidated undrained cyclic direct simple shear testing of soil, test duration not exceeding 3 daysK110AExtra over Item K109 for additional cycle stages or part there ofK1116Extra over Item K109 for post-cyclic simple shear testK112DExtra over Item K109 for test duration exceeding 3 days per specimenK113TLoad-controlled cyclic triaxial strength of soil, test duration not exceeding 4 daysK114DExtra over Item K113 for test duration exceeding 4 days per specimenK115fModulus and damping properties of soils using the cyclic apparatus, test duration not exceeding 4 daysK116fExtra over Item K115 for additional consolidations stages and companion modulus & damping measurementsK1178Extra over Item K115 for post-cyclic triaxial shear testK118DExtra over Item K115 for test duration exceeding 4 days per specimenK119}Modulus and damping properties of soils using a resonant column or torsional shear device, test duration not exceeding 4 daysK120fExtra over Item K119 for additional consolidations stages and companion modulus & damping measurementsK121EExtra over Item K119 for post-resonance or post-torsion triaxial testK122DExtra over Item K119 for test duration exceeding 4 days per specimenK123Extra over Items K106, K107, K109, K113, K115 and K119 for specimen remoulding, or reconstitution, or re-compaction, or specimen diameter reductionK124K1258Porosity/density using saturation and caliper techniquesK126K127K128Magnesium sulfate testK129K130K131Cerchar abrasivity indexK132K133K134K135K136K137K138<Extra over Items K127 and K133 to K137 for specimen crushingK139K140K141!Ground / groundwater aggressivityL1)Suite A (Greenfield site  pyrite absent)L2*Suite B (Greenfield site  pyrite present)L3ESuite C (Brownfield site  pyrite absent including dependent options)L4FSuite D (Brownfield site  pyrite present including dependent options)L5Suite E (Soil samples)L6Suite F (Water samples)L7L8Suite H (Permanent gases)L9Suite I (Vapour samples)'Waste acceptance criteria (WAC) testingL10Suite J (Inert waste landfill)L11NSuite K (Stable, non-reactive hazardous waste in non-hazardous waste landfill)L12"Suite L (Hazardous waste landfill)L13MGround practitionersM1M2O(b) Graduate geotechnical practitioner / Graduate geoenvironmental practitionerM3M4M5M6M7(g) Chartered practitionerM82(h) Registered Specialist in Land Condition (SiLC)M9/(i) Registered Risk Assessor (RSoBRA or ASoBRA)M10ExpensesM11M12mileM13kAll other expenses incurred in conjunction with a site visit where a return journey is made on the same dayM14YAll other expenses incurred in connection with visit where an overnight stay is necessaryNLong-term storage of samplesN1Small disturbed sample N2Bulk disturbed sample N3N4N5N6Dynamic sampling liner sampleN7"Rotary drilling core box with coreN8Rotary drilling core sub-sampleN9N10 Mostap sampleN11Geoenvironmental samplesN12Soil sample in plastic tubsN13Soil sample in glass containersN14N15 Gas sampleN16 Vapour sampleN17M15M. >Technical support from ground practitioners or other personnelN. B39E33SDigital copy of the interim Ground Investigation Report (or specified part thereof)RDigital copy of the interim Geotechnical Design Report (or specified part thereof)ODigital copy of an final Geotechnical Design Report (or specified part thereof)-Digital copy of the interim Monitoring Report*Digital copy of an final Monitoring ReportEstablishment of compound area and amenities prior to mobilising and starting site works and remove these on completion of site works. Rate to include erection and dismantling of any hoarding, fencing, signage around the compound areaMProvide and maintain on site all PPE and equipment for a Yellow category siteJProvide and maintain on site all PPE and equipment for a Red category siteyDecontamination of machinery and equipment during and at end of intrusive investigation for a Yellow or Red category site1Drilling Supervisor (L3 Vocational Qualification)Other specialists (e.g. unexploded ordnance/contaminated waste/ environmental specialist, traffic safety control officer or geophysicist)IPreparation of Health and Safety documentation including risk assessments@Provision of a Letter of reliance or assignment to third partieslUndertaking any Temporary Works or Temporary Works Design (e.g., scaffolding erection or excavation shoring)Mobilisation and demobilisation of materials for laying temporary road to facilitate access for plant to exploratory location (such as ground protection, bog mats or track matting) - state size |Installation and removal of temporary  goal posts required under HSE GS6 for site plant crossing under overhead power linesiErect and dismantle fencing to segregate exploratory working area/ access/egress route from third partiesProvide aquifer protection measures at a single aquiclude-aquifer boundary or cross-contamination control measures at a single soil boundary in a borehole]Extra over Item B23 for setting up on a slope of gradient greater than 20% and less than 36% XProvide aquifer protection measures at a single aquiclude-aquifer boundary in a borehole\Extra over Item C49 for setting up on a slope of gradient greater than 20% and less than 36%\Extra over Item C86 for setting up on a slope of gradient greater than 20% and less than 36%[Extra over Item D8 for setting up on a slope of gradient greater than 20% and less than 36%#Provision of temporary works design`Extra over Item E12 for setting up on a slope of gradient greater than 20% and not exceeding 36%Provision of containers and collection of groundwater samples for contamination for aggressive groundwater for concrete (Suite B - Greenfield site  pyrite present)Provision of containers and collection of soil samples for contamination for aggressive ground for concrete Suite A (Greenfield site  pyrite absent)Provision of containers and collection of groundwater samples for contamination for aggressive groundwater for concrete Suite A (Greenfield site  pyrite absent)Provision of containers and collection of soil samples for contamination for aggressive ground for concrete Suite B (Greenfield site<   pyrite present)Provision of containers and collection of soil samples for contamination for aggressive ground for concrete Suite C (Brownfield site  pyrite absent including dependent options)Provision of containers and collection of groundwater samples for contamination for aggressive groundwater for concrete Suite C (Brownfield site  pyrite absent including dependent options)Provision of containers and collection of groundwater samples for contamination for aggressive groundwater for concrete Suite D (Brownfield site  pyrite present including dependent options)_Provision of containers and collection of soil samples for contamination Suite E (soil samples)mProvision of containers and collection of water/groundwater samples for contamination Suite F (water samples)Provision of containers and collection of samples for contamination Suite G (Perfluoroalkyl and ployfluroalkyl substances (PFAS) samples)Provision of containers and collection of samples for WAC Suite. Suite K (Stable, non-reactive hazardous waste in non-hazardous waste landfill)\Extra over Item F1 for setting up on a slope of gradient greater than 20% and less than 36 %[Extra over Item F8 for setting up on a slope of gradient greater than 20% and less than 36%aExtra over Items F10 to F13 for interpretation of cone/piezocone penetration test (CPT/CPTU) data-Carry out dissipation test up to 1-h duration3Extra over Item F16 for test duration exceeding 1 hGStanding time for static cone penetration test (CPT) equipment and crewExtra over Item F23 for use of a triaxial magnetometer cone/natural gamma cone /seismic cone /temperature cone/hydraulic profiling tool/membrane interface probe/laser induced fluorescence/electrical conductivity cone:Collect and process electrical resistivity tomography data4Collect and process seismic refraction (P wave) data4Collect and process seismic refraction (S wave) data4Collect and process seismic reflection (P wave) data4Collect and process seismic reflection (S wave) data1Collect and process ground penetrating radar data&Collect and process MASW (1-D) profile%Collect and process CSW (1-D) profile*Collect and process down-hole seismic data+Collect and process cross-hole seismic dataMove hydrogeological investigation suite of wireline geophysical logging tools to the site of each borehole and set up. (Caliper, natural gamma, resistivity, fluid temperature and conductivity and impeller flowmeter)JCollect and process electrical resistivity sounding (four-pin wenner) dataZMove cavity laser scanning wireline logging tools to the site of each borehole and set up.ZMove cavity sonar scanning wireline logging tools to the site of each borehole and set up.?Collect and process cavity laser scanning wireline logging data?Collect and process cavity sonar scanning wireline logging data(As Item H1 but between 10 and 20 m depth(As Item H1 but between 20 and 30 m depth(As Item H1 but between 30 and 40 m depth(As Item H1 but between 40 and 50 m depth(As Item H6 but between 10 and 20 m depth(As Item H6 but between 20 and 30 m depth(As Item H6 but between 30 and 40 m depth(As Item H6 but between 40 and 50 m depth)As Item H11 but between 10 and 20 m depth)As Item H11 but between 20 and 30 m depth)As Item H11 but between 30 and 40 m depth)As Item H11 but between 40 and 50 m depthBorehole/penetration vane test:Carry out variable rate step test in test well up to 1 day5Carry out constant rate test in test well up to 1 day]Carry out pressuremeter test, provision of data and report, test duration not exceeding 1.5 h8Extra over Item H62 for test duration in excess of 1.5 h\Extra over Item H71 for setting up on a slope of gradient greater than 20% and less than 36%[Carry out dilatometer test, provision of data and report, test duration not exceeding 1.5 h8Extra over Item H80 for test duration in excess of 1.5 h\Extra over Item H89 for setting up on a slope of gradient greater than 20% and less than 36%dCarry out Menard pressuremeter test, provision of data and report, test duration not exceeding 1.5 h8Extra over Item H98 for test duration in excess of 1.5 hoCarry out driven or push-in pressuremeter test, provision of data and report, test duration not exceeding 1.5 h9Extra over Item H117 for test duration in excess of 1.5 h\Extra over Item H53 for setting up on a slope of gradient greater than 20% and less than 36%]Extra over Item H108 for setting up on a slope of gradient greater than 20% and less than 36%Modulus of deformationSchmidt rebound hammer test/Provide and install 19 mm i.d. observation well8Provide and install 19 mm i.d. open standpipe piezometer/Provide and install 25 mm i.d. observation well8Provide and install 25 mm i.d. open standpipe piezometer/Provide and install 50 mm i.d. observation well/Provide and install 75 mm i.d. observation well4Extra over Item I20 for heavy-duty cover in highways:Provide and install magnetic targets (i.e. spider magnet) lWater sample from observation well or standpipe piezometer including purging or low-flow purging up to 1.0 hEExtra over Item J7 for purging or low-flow purging in excess of 1.0 hPost-fieldwork periodExtra over Item J13 for water sample from observation well or standpipe piezometer during return visit to site, including purging or low-flow purging up to 1.0 hFExtra over Item J13 for purging or low-flow purging in excess of 1.0 hSExtra over Items K30, K31 and K32 for use of a California bearing ratio (CBR) mould1Moisture condition value at natural water content3Moisture condition value/water content relationship?California bearing ratio (CBR) on re-compacted disturbed sample5Resistance to fragmentation (Los Angeles coefficient),Resistance to wear (micro-Deval coefficient)FP- and S-wave velocity, including elastic parameters & Poisson s ratio*Indirect tensile strength (Brazilian test)4Extra over Item K143 and K144 for specimen re-coring?Direct shear strength of a single specimen at a single pressure Swelling pressure or strain testAbortive tests4Cost of specimen preparation from a disturbed sample7Cost of specimen preparation from an undisturbed sampleK142K143K144K145K146K147K148K149K150K151_Measurement of point load strength index of rock specimen (set of 10 individual determinations)K152FSuite G (Perfluoroalkyl and polyfluoroalkyl substances (PFAS) samples)7(a) Registered ground engineering technician/technician~(c) Registered ground engineering practitioner/experienced geotechnical practitioner/experienced geoenvironmental practitioner.(d) Registered ground engineering professional,(e) Registered ground engineering specialist)(f) Registered ground engineering adviserLevel 3 Drilling Supervisor4Rate per mile* from Contractor s premises and return<* Where considered more apprioriate, 'kilometre' may be used!Groundwater/surface water sample 1Open-tube sample (thick-wall sampler) (e.g. U100)1Open-tube sample (thin-wall sampler) (e.g. UT100) Groundwater/surface water sample'Contract-specific additional bill items Total Bill N carried to Summary: Total Bill M carried to Summary: Total Bill I carried to Summary: Total Bill K carried to Summary: Total Bill J carried to Summary: Total Bill H carried to Summary: Total Bill G carried to Summary: Total Bill F carried to Summary: Total Bill E carried to Summa<ry: Total Bill D carried to Summary: Total Bill C carried to Summary: Total Bill B carried to Summary: Total Bill A carried to Summary:m/day'Sampling during intrusive investigation,Dynamic probing and cone penetration testing,Cable percussion boring and dynamic sampling Tender Total: Thomas Telford Ltd 2022 This template workbook is provided as a supplementary file to purchasers of the UK Specification for Ground Investigation Third edition e-book, ISBN 9780727765246, published by ICE Publishing, for personal use and may not be shared or distributed without permission from ICE Publishing; completed worksheets can be included in project-specific paperwork without permission. Copies of the e-book can be purchased from ICE Virtual Library (www.icevirtuallibrary.com). ICE Publishing is a division of Thomas Telford Ltd, a wholly-owned subsidiary of the Institution of Civil Engineers (ICE). Disclaimer This workbook is provided as an aid for calculation of a Bill of Quantities in line with the guidance given in the UK Specification for Ground Investigation Third edition. The user is solely responsible for the inputting and checking of data and the authors and publisher cannot accept any liability or responsibility for errors that may arise as a result of using this workbook.jhr ThomasTelford Ltd 2022 This template workbook is provided as a supplementary file to purchasers of the UK Specification for Ground Investigation Third edition e-book, ISBN 9780727765246, published by ICE Publishing, for personal use and may not be shared or distributed without permission from ICE Publishing; completed worksheets can be included in project-specific paperwork without permission. Copies of the e-book can be purchased from ICE Virtual Library (www.icevirtuallibrary.com). ICE Publishing is a division of Thomas Telford Ltd, a wholly-owned subsidiary of the Institution of Civil Engineers (ICE). Disclaimer This workbook is provided as an aid for calculation of a Bill of Quantities in line with the guidance given in the UK Specification for Ground Investigation Third edition. The user is solely responsible for the inputting and checking of data and the authors and publisher cannot accept any liability or responsibility for errors that may arise as a result of using this workbook.igq Thomas Telford Ltd 2022 This template workbook is provided as a supplementary file to purchasers of the UK Specification for Ground Investigation Third edition e-book, ISBN 9780727765246, published by ICE Publishing, for personal use and may not be shared or distributed without permission from ICE Publishing; completed worksheets can be included in project-specific paperwork without permission. Copies of the e-book can be purchased from ICE Virtual Library (www.icevirtuallibrary.com). ICE Publishing is a division of Thomas Telford Ltd, a wholly-owned subsidiary of the Institution of Civil Engineers (ICE). Disclaimer This workbook is provided as an aid for calculation of a Bill of Quantities in line with the guidance given in the UK Specification for Ground Investigation Third edition. The user is solely responsible for the inputting and checking of data and the authors and publisher cannot accept any liability or responsibility for errors that may arise as a result of using this workbook.jhr Thomas Telford Ltd 2011 This template workbook is provided as a supplementary file to purchasers of the UK Specification for Ground Investigation Third edition e-book, ISBN 9780727765246, published by ICE Publishing, for personal use and may not be shared or distributed without permission from ICE Publishing; completed worksheets can be included in project-specific paperwork without permission. Copies of the e-book can be purchased from ICE Virtual Library (www.icevirtuallibrary.com). ICE Publishing is a division of Thomas Telford Ltd, a wholly-owned subsidiary of the Institution of Civil Engineers (ICE). Disclaimer This workbook is provided as an aid for calculation of a Bill of Quantities in line with the guidance given in the UK Specification for Ground Investigation Third edition. The user is solely responsible for the inputting and checking of data and the authors and publisher cannot accept any liability or responsibility for errors that may arise as a result of using this workbook.jhrA74FExtra over Items B4 to B8, inclusive, for working at diameters >200 mmPoint load testJ31Continuous push / piston sample Rate onlySite Agent (Site manager)r/oKDigital copy of the draft Ground Investigation Report (Factual report only)JDigital copy of an final Ground Investigation Report (Factual report only)8draft and final issue of digital data in AGS Data FormatProvision of containers and collection of soil samples for contamination for aggressive ground for concrete Suite D (Brownfield site  pyrite absent including dependent options)9Cable percussion boring / Dynamic sampling/Dynamic ProbesSite Logger (Site Engineer) 'A ABqB DD1EvE[lGQH-J K L LM1 N GO,OyOP[Q@QQER*RxRcSHSiTNTUg7V"WW^XC)YYZ[ ]W_<UcdGefhj lp "n .pos6tu;2wky2|o*bb~! ` W !Gc@y&mjϫW cr9CpżMl5Z&Ub1 B 4 + B&Jbi $dA P S 7  @\7S"> "3ccB ZO  b#rav(  dMbP?_*+%,&jZ?'jZ?(~?)~?M \\ttl-vs2\Publishing.4200tn5C 4dXXA4DINU"@|,PrA8@SMTJ0HP LaserJet 4200 PCL 6InputBinFORMSOURCERESDLLUniresDLLHPDocUISUITrueResolution600dpiFastResTrueOrientationPORTRAITHPOrientRotate180FalseHPNUseDiffFirstPageChoiceTRUEHPPageExceptionsFileHPZPE4wmHPPageExceptionsInterfaceShowPageExceptionsHPPageExceptionsLowEndHPPageExceptionsLowEndVerHPPageExceptionsCoverInsertionPaperSizeA4MediaTypeAutoTextAsBlackFalseDuplexNONEHPFontInstallerTRUEHPPJLEncodingUTF8OutputBinAutoStaplingNoneHPStaplingOpposedFalseStaplingCmdCallbackStaplingCmdCbCollateONJRConstraintsJRCHDPartialJRHDInstalledJRHDOffJRHDNotInstalledJRHDOffTTAsBitmapsSettingTTModeOutlineRETChoiceTrueHPLpiSelectionNoneHPPCL6PassThroughTrueJRCmdCallbackJRHPColorModeMONOCHROME_MODEHPBornOnDateHPBODHPJobByJobOverrideJBJOHPXMLFileUsedhpc42006.xmlHPPDLTypePDL_PCL6PrintQualityGroupPQGroup_3EconomodeFalseHPJobAccountingHPJOBACCT_JOBACNTAlternateLetterHeadFalseHPDocPropResourceDatahpzhl4wm.cabHPSmartDuplexSinglePageJobTrueHPSmartDuplexOddPageJobTrueHPConsumerCustomPaperTrueHPEnableRAWSpoolingTruePSAlignmentFileHPZLS4wmPSServicesOptionPrnStat_SID_242_BID_270_HID_15521HPSmartHub_OnlinediagnostictoolsTRUEHPSmartHub_SupportandtroubleshootingTRUEHPSmartHub_ProductmanualsTRUEHPSmartHub_CheckfordriverupdatesTRUEHPSmartHubInet_SID_263_BID_276_HID_265HPPreAnalysisTrueHPPaperSizeALMConstraintsENV_10HPMediaTypeDuplexConstraintsCARDSTOCKHPJobAccWoPinTrue,IUPHdA4 4 [none] [none]Arial4P d?<Automatic>@R 44General Everyday PrintingdMicrosoft Office ExcelDomain Users;Editorial Internet Access Group;Concept Users;Book Images;Wyvern Users;Commissioning Users;Social Committe Universal;TTL Books<EXCEL.EXEC:\Program Files\Microsoft Office\OFFICE11\EXCEL.EXE IPACDRWDSGATCAPI;F4E8Q;Ki݅&E%9xPPBHAERP" <XX BP(? 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