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b H49 H50 Displacement Transducers Total Pressure Transducers H51 H52 H530 Standing time for dilatometer equipment and crew Driven or push-in pressuremeter H54 H55 H56 H57 H58 H59 H60 H61 H62 H63 H64 H65 H66 H67 H68F Standing time for driven or push-in self-boring pressuremeter and crew Menard pressuremeter H69 H70 H71 H72 H73 H74 H75 H76 H77 H78 H79 H80 Soil infiltration test H81 H82 H839 Calculation of infiltration rate for each tested location H84B Reading of free product level in borehole using an interface probe H854 Provide contamination screening test kits per sample H86& Carry out headspace testing by FID/PID I Instrumentation I1 I2 I3 I4 I5 I6 I7 I8 I9 I10, Provide and install protective cover (flush) I11- Provide and install protective cover (raised) I12 I13 I14 I15B Supply equipment and personnel to carry out development by surging I16 I17 I18 I19 I20 I21 I22 I23 J J1 J2 J3 J4 J5 J6 J7 J8 J9 J10 J11 J12 J13 J14 J15 J16; Advance sampler between existing ground level and 10m depth Collect and process echo sounding, side-scan sonar, magnetic, conductivity, seismic reflection, seismic refraction, resistivity imaging or ground-probing radar dataS Backfill exploratory hole for high-pressure dilatometer with cement/bentonite grout Geotechnical samples J17 J18 J19 J20q Determination of dissolved oxygen, conductivity, pH and temperature of surface water body during fieldwork period J21u Determination of dissolved oxygen, conductivity, pH and temperature of surface water body during return visit to site K Geotechnical laboratory testing K1 K2 Redox potential K3 K4 K5 K6 Shear strength (total stress) sp.dayz Residual shear strength using the small ring shear apparatus at three normal pressures, test duration not exceeding 4 days K7! Shear strength (effective stress) K8 Rock testing$ Natural water content of rock sample. Porosity/density using saturation and buoyancy Slake durability index Shore scleroscope Schmidt rebound hardness Aggregate abrasion value Polished stone value Aggregate frost heave" Resistance to freezing and thawing Uniaxial compressive strength% Deformability in uniaxial compressionI Undrained triaxial compression without measurements of porewater pressureE Undrained triaxial compression with measurement of porewater pressurep Single measurement of point load strength on irregular rock lump or core sample (either axial or diametral test) L# Geoenvironmental laboratory testing A. B. C. D. E. F. G. H. I. J.$ Installation monitoring and sampling K. L. Summary of Bill of Quantitiesl Expenses incurred by staff on site visits or who are resident by agreement with the Investigation Supervisor visit overnight B B1 B2 Number Item description Unit Quantity Rate Amount A8 General items, provisional services and additional items A1 sum A2 A3 A4 week A5 A6 provisional sum A7 p.day A8K Establish the location and elevation of the ground at each exploratory hole A9 A10+ Facilities for the Investigation Supervisor A11+ Vehicle(s) for the Investigation Supervisor v.wk A121 Fuel for vehicle for the Investigation Supervisor A13 A14; Deliver selected cores and samples to the specified address A15A Special testing and sampling required by Investigation Supervisor A16 Traffic safety and management A17 A18 nr A19 A20 A21 A22 A23 A24 A25 A26 A27 A28 A29 B3 h B4 m B5 B6 B7 B8 B9 B10 B11 B12 Dynamic sampling B13 B14 B15G Advance dynamic sample hole between existing ground level and 5 m depth B16 B17 B185 Standing time for dynamic sampling equipment and crew hr B19 day B20 Rotary drilling C1 C2 C3 C4/ Standing time for hand auger equipment and crew C5 C6 C7 C8 C9: Break out surface obstructions where present at auger hole C10 C11 C12 C13 C14 C15 C16 C17 C18 C19 C20 C21 C22 C23 C24 C25 C26 C27 C28 C29 C30 C31 C32 C33 C34 C35 C36 C37 C38 C39 C40 C41 C42 C43 C44 C45 C46 C47 C48 C49 C50 C51 C52 C53 C54 C55 C56 C57 C58 C59 C60 C61 C62 C63 Sonic drilling without cores C64 C65 C66 C67 C68 C69 C70 C71 C72 C73 C74 C75 C76 Sonic drilling to obtain cores C77 C78 C79 C80 C81 C82 C83 C84 C85 C86 C87 C88 C89 C90 C91 D Pitting and trenching Inspection pits D1 D2 D3 D4 D5 D6 D7 D8 D9 D10 D11 D12 D13Z Standing time for excavation plant, equipment and crew for machine dug trial pit or trench D14 D15 D16 D17 D18 D19 D20 D21 D22 D23 D24 D25 D26 D27 D28 D29 D30 D31 D32 D33 General Pump water from pit or trench Provisional sum Leave open trial pit or trench E E1 Small disturbed sample E2 Bulk disturbed sample E3 Large bulk disturbed sample E5 E6 Groundwater sample E7 E8& Continuous or semi-continuous sampling E9 E10 E11? Break out surface obstruction where present at exploratory hole E12 E13 F$ Probing and cone penetration testing F1? Bring dynamic probe equipment to the site of each test location F2 F3 F4 F5 F67 Standing time for dynamic probe test equipment and crew F7 Cone penetration testing F8 F9 F10 F11 F12 F13 F140 Extra over Items F10 to F13 for use of piezocone F15 F16 F17 F18 F193 Extra over Items F10 to F13 for use of seismic cone F20 Carry out seismic cone test F21 F226 Standing time for seismic cone test equipment and crew G G1 lin.m G2 G3 G4 G5 G6 H H1 H2 H3 Small pouring cylinder method Large pouring cylinder method Water replacement method Core cutter method Nuclear method H4 H5$ Vane shear strength test in borehole H6 H7* Hand penetrometer test (set of 3 readings) H8" Hand vane test (set of 3 readings) H9 H10 Redox potential Permeability testing H11 H12 H13 H14 H15 H16 H17 H18 H19 H204 Set up and dismantle single packer permeability test H214 Set up and dismantle double packer permeability test H22) Carry out single packer permeability test H23) Carry out double packer permeability test Self-boring pressuremeter H24 H25 H26 H27 H28 H29< Advance exploratory hole through hard stratum or obstruction H30 H31 H32 H33 H34 H35O Carry out additional calibrations as instructed by the Investigation Supervisor Displacement transducers Pore pressure transducers Total pressure transducers Membrane stiffness H36Y Carry out membrane compression calibrations as instructed by the Investigation Supervisor H37G Backfill exploratory hole for pressuremeter with cement/bentonite grout H38 High pressure dilatometer H39 H40 H41 H42 H43 H44 H45 H46 H47 H48E Establish on site of offices, stores and amenities for the Contractor? Maintenance of offices, stores and amenities for the ContractorQ Establish on site all machines, equipment and utilities for a GREEN category sitem Establish on site and remove from site, one cable percussion boring machine and ancillary plant and equipmentf Establish on site and remove from site, one dynamic sampling machine and ancillary plant and equipmentg Establish on site and remove from site, one rotary drilling machine and ancillary plant and equipment f Establish 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 s Establish on site and remove from site, one cone penetration test (CPT) machine and ancillary plant and equipment t Establish on site and remove from site, one excavator for machine dug trial pits and ancillary plant and equipment < 1 Establish specialist ancillary plant or machinery3 Establish geophysical surveying plant and equipment; Weekly maintenance of specialist plant or machinery on sited Establish on site Security Industry Authority (SIA) or similar approved Contractor for Site Security Maintain site security Appropriate storage, transport and off-site disposal of contaminated samples, flush, arisings and any PPE equipment, excluding laboratory testing? Provide project management, supervision and execution personnel A20.1 Project Manager A20.2 Site Planner/Programmer A20.3 A20.4" Site Health and Safety Coordinator A20.5' Technical Lead (specify grade required) A20.6 Data Coordinator A20.7; Logging and/or Sampling Supervisor (specify grade required) A20.86 Technical Drilling Supervisor (specify grade required) A20.9 A20.10 A20.114 Geoenvironmental Specialist (specify grade required) A20.124 I n v e s t i g a t i o n S u p e r v i s o r s t e l e c o m m u n i c a t i o n c h a r g e s Reporting A30+ Digital copy of the final Desk Study Report A31+ Digital copy of the draft Desk Study Report A323 Digital copy of the PAS 128 utilities survey report A33- Digital copy of a Pre-condition Survey Report A34. Digital copy of a Post-condition Survey Report A35 A36 A37 A38 A39P Digital copy of the draft Geotechnical Design Report (or specified part thereof) A40 A41 A42 A43 A44, D i g i t a l c o p y o f p h o t o g r a p h s s o i l / r o c k c o r e A451 D i g i t a l c o p y o f p h o t o g r a p h s t r i a l p i t s / t r e n c h e s A461 Provision of Collateral Warranty to third parties A47! Temporary Works and Other Matters A48; C a r r y o u t P r i n c i p a l C o n t r a c t o r s r o l e u n d e r C D M R e g u l a t i o n s A496 Obtain statutory utility plans in advance of fieldwork A50 Undertake PAS 128 Survey A51 Attendance at pre-start meetings A52, Standing time associated with site induction A53 Preparation of sloping / uneven ground including clearance of vegetation to create suitable access for plant to exploratory location A54 A55u Construction and removal of bunded wash down area to control and contain contaminated material / ground or wash-water A56j Clearance of vegetation including tree felling to create suitable access for plant to exploratory location A57\ Removal and reinstatement of obstacle to facilitate access for plant to exploratory location A58 lin. m A59W Maintain ground protection / temporary access track (such as bog mats or track matting) lin.m /week A60. Re-site ground protection / temporary trackway A61 Construction and reinstatement of temporary level working area at each exploratory hole location on sloping ground in advance of carrying out exploratory hole A62 A63> Construction and removal of temporary bridging of water course A64u Construction and removal of temporary working platform at each exploratory hole location for mine shaft investigation A65 A666 Reinstatement using cold bituminous material surfacing m3 A675 Reinstatement using hot bituminous material surfacing A68 Reinstatement of grassed areas m2 A69 Reinstatement of concrete areas A70 Reinstatement of paved areas A71% Reinstatement of masonry or brickwork A727 Reinstatement of gravel or rubble (hard standing) areas A737 Reinstatement of arable land (excluding the crop) areas Cable 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 %7 Break 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 depth5 Advance borehole through hard material or obstruction? Insert temporary casing in advance of rotary/sonic continuationE Standing time for cable percussion boring machine, equipment and crewl Provision of cable percussion boring machine, equipment and crew as directed by the Investigation Supervisor Provision of modular/low headroom cable percussion boring machine, equipment and crew as directed by the Investigation Supervisor# Backfill cable percussion boreholesV Move grout plant, tremie pipe and pump to the site of each exploratory hole and set up Backfill borehole with arisings( Backfill borehole with bentonite pellets9 Backfill borehole with pre-mixed cement/bentonite pellets6 Backfill borehole with cement/bentonite grout (tremie) B21F Extra over Items B18 to B20 for borehole diameters in excess of 200 mm B22Q Return to the site of each borehole and set up where borehole requires topping up B23v Move small tracked/wheeled dynamic sampling machine and equipment to the site of each dynamic sampling hole and set up B24 B25 B26( As Item B25 but between 5 and 10 m depth B27) As Item B25 but between 10 and 15 m depth B28 B29D Extra over Items B25 to B27, B30 and B31 for use of semi-rigid liner B30 Provision of dynamic sampling machine, equipment and crew for sampling as directed by the Investigation Supervisor; maximum depth 15 m B31m Provision of modular dynamic sampling machine, equipment and crew as directed by the Investigation Supervisor Backfill dynamic sampling holes B32 B33 B34 B35 B36 B37F Extra over Items B34 to B36 for borehole diameters in excess of 200 mm B38 C Rotary DrillingR Move rotary drilling machine and equipment to the site of each borehole and set upa Extra over Item C1 or C9 for setting up on a slope of gradient greater than 20% and less than 36%F Extra over Item C1 for setting up drilling plant for inclined boreholeB Extra over Item C1 for setting up for mist/water/polymer/mud flush8 Break out surface obstructions where present at borehole= Standing time for rotary drilling machine, equipment and crewq Provision of rotary drilling machine, equipment and crew for sampling as directed by the Investigation Supervisort Move dual purpose rotary drilling and dynamic sampling machine and equipment to the site of each borehole and set up8 Advance rotary borehole using dynamic sampling equipment Provision of dual-purpose rotary drilling and dynamic sampling machine, equipment and crew for sampling as directed by the Investigation Supervisor Rotary drilling without coresw Rotary 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 depth2 Extra over Items C12 to C21 for inclined drillhole< Extra over Items C12 to C21 for mist/water/polymer/mud flushS Extra over Items C12 to C21 for casing off materials to maintain borehole stability Rotary drilling to obtain coresc Rotary 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 techniquesJ Extra over Items C25 to C34 for recording drilling parameters as specified% Core box to be retained by the Client! Backfill rotary drilled boreholesF Extra over Items C44 to C46 for borehole diameters in excess of 200 mm Sonic drillingW Move sonic drilling machine, equipment and crew to the site of each borehole and set upP Extra over Item C49 for setting up sonic drilling machine for inclined drillholep Provision of sonic drilling machine, equipment and crew for sampling as directed by the Investigation Supervisor< Standing time for sonic drilling machine, equipment and crewv Sonic 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 depth7 Extra over Items C56 to C65 for inclined sonic boreholer Sonic 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 depth7 Extra 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 boreholesF Extra over Items A81 to A83 for borehole diameters in excess of 200 mm! Rotary augering and hand augeringm Move rotary drilling machine, equipment and crew for augering to the site of each exploratory hole and set upp Auger 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 depthJ Standing time for rotary drilling machine, equipment and crew for augering C92q Provision of rotary drilling machine, equipment and crew for auguring as directed by the Investigation Supervisor C93B Move hand auger equipment to the position of each exploratory hole C94< Bore with hand auger from existing ground level to 2 m depth C95' As Item C94 but between 2 and 4 m depth C96 C97x Provision of hand auguring equipment and crew for auguring as directed by the Investigation Supervisor; maximum depth 4m C98 C99 Backfill rotary auger boreholes C100 C101 C102 C103 C104 C105H Extra over Items C102 to C104 for borehole diameters in excess of 200 mm C106 C107. Excavate inspection pit by hand to 1.2 m depth9 Extra over Item Dl for breaking out surface obstructions Rotary / Sonic Drilling9 Extra over Item D3 for breaking out surface obstructions Cone Penetration Testing9 Extra over Item D5 for breaking out surface obstructions Concrete Coringe Concrete core through hard materials in advance of borehole (minimum 250 mm diameter, maximum 300 mm)# Machine dug trial pits and trenchesk Move 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 depthC Excavate 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 breaker Extra 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 equipment Provision of excavation plant equipment and crew for machine dug trial pits or trenches as directed by the Investigation Supervisor; maximum depth 4.5 m As Item D17 but 6 m depth8 Provision of vacuum excavation plant, equipment and crew Provision of equipment and crew for hand dug trial pits or trenches as directed by the Investigation Supervisor: maximum depth 1.2 m Extra over Items D17, D18, D19 and D20 for the provision of a hydraulic breaker for breaking out hard material or surface obstructions0 Bring pump to the position of each pit or trenchs Extra 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 material Provide shoring, propping or other excavation support and all necessary safety equipment, PPE and emergency procedures to allow safe working where personnel entry is requiredI Provide safety equipment to allow the safe working of personnel at height- Sampling during formation of exploratory hole E4? O p e n - t u b e U 1 0 0 s a m p l e b y c a b l e p e r c u s s i o n o r d y n a m i c s a m p l i n g / O p e n - t u b e U 1 0 0 s a m p l e b y r o t a r y / s o n i c m e t h o d s @ O p e n - t u b e U T 1 0 0 s a m p l e b y c a b l e p e r c u s s i o n o r d y n a m i c s a m p l i n g 0 O p e n - t u b e U T 1 0 0 s a m p l e b y r o t a r y / s o n i c m e t h o d s Static push/piston sample) Cut, prepare and protect core sub-sample Block sampleq Move continuous or semi-continuous sampling machine and equipment to the site of each exploratory hole and set up E14 E15 E16) As Item E15 but between 10 and 20 m depth@ Sampling for potentially aggressive ground/groundwater (BRE SD1) E17 E18 E19 E20 E21 E22 E23 E246 Sampling for geoenvironmental contamination assessment E25 E26 E27 E28b Provision of containers and collection of gas samples for contamination Suite H (permanent gases). E29 Sampling for WAC testing E30X Provision of containers and collection of samples for WAC Suite J (Inert waste landfill) E31 E32\ Provision of containers and collection of samples for WAC Suite L (Hazardous waste landfill)d Provision of containers and collection of vapour samples for contamination Suite I (vapour samples). Dynamic ProbingD Carry 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 locationx Carry 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 data F23
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) F24Y Extra over Item F23 for use of a piezocone to provide measurements of pore-water pressure F25 F26 Geophysical 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 dataJ Standing time for land-based mapping geophysical survey crew and equipment+ Land-based profiling geophysical techniques G7 lin. m G8 G9 G10 G11 G12 G137 Interpretation of land-based profiling geophysical data G14< L Standing time for land-based profiling geophysical survey crew and equipment) Land-based in situ geophysical techniques G15 G16 G17 G18H Standing time for land-based field geophysical survey crew and equipment2 Land-based borehole seismic geophysical techniques G19H Move down-hole seismic equipment to the site of each borehole and set up G20P Move cross-hole seismic equipment to the site of each set of borehole and set up G21e Move cross-hole seismic tomography (P wave) equipment to the site of each set of boreholes and set up G22 G23 G24? Collect and process cross-hole seismic tomography (P wave) data G25S Standing time for land-based borehole seismic geophysical survey crew and equipment3 Land-based borehole wireline geophysical techniques G26 G27 Move 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) G28 Move 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) G29 Move 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) G30 G31 G32C Collect and process hydrogeological investigation suite survey data G33F Collect and process basic geotechnical investigation suite survey data G34M Collect and process intermediate geotechnical investigation suite survey data G35I Collect and process advanced geotechnical investigation suite survey data G36 G37 G38T Standing time for land-based borehole wireline geophysical survey crew and equipment Overwater G39 G40
Field testingI Standard penetration test in borehole between ground level and 10 m depthQ Standard penetration test in rotary drillhole between ground level and 10 m depthP Standard penetration test in Sonic drillhole between ground level and 10 m depth Field density testing! Pavement and strength field tests# California Bearing Ratio (CBR) test Plate Loading Test Light weight deflectometer test! Falling weight deflectometer test Geophysical field tests Electrical resistivity of soil Thermal resistivity of soilQ Set up and dismantle variable head permeability test in cable percussion boreholeQ Set up and dismantle constant head permeability test in cable percussion borehole8 Carry out permeability test in cable percussion boreholeb Set up and dismantle variable head permeability test in observation well/open standpipe piezometerc Set up and dismantle constant head permeability test in observation well /open standpipe piezometerK Carry out permeability test in observation well / open standpipe piezometerM Set up and dismantle variable head permeability test in rotary/sonic boreholeM Set up and dismantle constant head permeability test in rotary/sonic borehole4 Carry out permeability test in rotary/sonic borehole
Pumping TestsQ Move 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 pumping Carry out recovery monitoring 9 Standing time for pumping test plant, equipment and crew q Move 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 obstructionA Self-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 depthq Move and set up high-pressure dilatometer and exploratory hole-forming equipment to site of each exploratory holeV Advance 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 depthO Rotary 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 depth H87 H88 H89l Move and set up Menard pressuremeter and exploratory hole-forming equipment to site of each exploratory hole H90 H91 H92) As Item H91 but between 10 and 20 m depth H93) As Item H91 but between 20 and 30 m depth H94 H95Q Rotary core to form pressuremeter test pocket between ground level and 10 m depth H96) As Item H95 but between 10 and 20 m depth H97) As Item H95 but between 20 and 30 m depth H98 H99 H100 H101 H102 H103 H104 H105 H106 H1079 Standing time for Menard pressuremeter equipment and crew H108w Move and set up driven or push-in pressuremeter and exploratory hole-forming equipment to site of each exploratory hole H109 H110 H111* As Item H110 but between 10 and 20 m depth H112* As Item H110 but between 20 and 30 m depth H113 H114g Install driven or push-in pressuremeter at base of exploratory hole between ground level and 10 m depth H115* As Item H114 but between 10 and 20 m depth H116* As Item H114 but between 20 and 30 m depth H117 H118 H119 H120 H121 H122 H123 H124 H125 H126 H127m Provide equipment and carry out infiltration tests as specified, rate to include hire of excavation equipment H128( Extra over Item H127 for additional days2 Provide equipment and carry out infiltrometer test Geoenvironmental testing Rock Testing! Observation wells and piezometersZ Backfill exploratory hole with cement/bentonite grout below observation well or piezometer1 Extra over Item I3 to provide a porous filter tip/ Extra over Item I6 to provide porous filter tip- Provide and install electric piezometer cableB Provide 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 piezometer9 Provide 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 surging I24" As Item I23 but by airlift pumping I25 I26 As Item I23 but by over pumping I27 I28 As Item I23 but by jetting I29 I308 Containment, transport and disposal of development water I31] Extra over Item I30 for containment, transport and disposal of contaminated development water
Inclinometers I32_ Supply and install inclinometer guide tubing in exploratory hole (not including hole formation) I33+ Hire of inclinometer probe and readout unit I34J Provide and install protective cover for inclinometer installation (flush) I35K Provide and install protective cover for inclinometer installation (raised)
Extensometers I365 Provide and install access extensometer guide tubing I37 I38 Provide and install datum magnet Fencing and protection I39] Supply and erect protective fencing around observation well, piezometer or other installation I40' Supply and erect 1.5 m high marker post I41% Installation monitoring and sampling During fieldwork periodB Reading of water level in observation well or standpipe piezometer* Ground gas measurement in observation well4 Extra over Item J2 for obtaining a ground gas sample- Ground vapour measurement in observation well0 Extra 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 resultsJ Reading of free product level in observation well using an interface probe Obtain surface water body sample3 Containment, tra< nsport and disposal of purged water@ Containment, transport and disposal of contaminated purged waterZ Return visit to site following completion of fieldwork to take readings from installationsd Extra over Item J13 for reading of water level in observation well or piezometer during return visitV Extra over Item J13 for ground gas measurement in observation well during return visitY Extra 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 site Extra 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 sample J22 J234 Obtain surface water body sample during return visit J24 J25! Sampling from other installations J26 J27$ Monitoring using water level loggers J28E Provide and install water level logger in installation for monitoring J29D Provide and install barometric logger in installation for monitoring J303 Extra over Items J28 and J29 for obtaining readings Classification
Water contentD Liquid limit (four-point method), plastic limit and plasticity indexC Liquid limit (one-point method), plastic limit and plasticity index2 Non-plastic sample determination after preparation Methylene blue test Volumetric shrinkage Linear shrinkage Density by linear measurement K93 Density by immersion in water or water displacement K10: Particle density by small or large pycnometer, or gas jar K11% Particle size distribution by sieving K12 Sedimentation by pipette K13 Sedimentation by hydrometer Chemical and electrochemical K14 Organic matter content K15 Mass loss on ignition K16) Sulfate content of acid extract from soil K17* Sulfate content of water extract from soil K18 Sulfate content of groundwater K19$ Carbonate content by rapid titration K20' Carbonate content by gravimetric method K21 Water-soluble chloride content K22 Acid-soluble chloride content K23 Total sulfur content K24 Total dissolved solids K25 pH value K26 Electrical resistivity K27 Thermal resistivity K28D Extra over Items K26 and K27 for specimen remolding or re-compaction K29 Compaction-related K30: Dry density/water content relationship using 2.5 kg rammer K31: Dry density/water content relationship using 4.5 kg rammer K32= Dry density/water content relationship using vibrating rammer K33 K342 Maximum and minimum dry density for granular soils K35 K36 K37 Chalk crushing value K38 K39 Extra over Item K38 for soaking
Consolidation K40? One-dimensional consolidation, test period not exceeding 7 days K414 Extra over Item K40 for test period exceeding 7 days K42C Measurements of swelling pressure, test period not exceeding 2 days K439 Measurement of swelling, test period not exceeding 2 days K44H Measurement of settlement on saturation, test period not exceeding 1 day K45A Extra over Items K42 to K44 for test period exceeding 1 or 2 days K46Y Consolidation of a specimen up to 100 mm diameter in a hydraulic cell, test period 4 days K470 As Item K46 but using a 150 mm diameter specimen K480 As Item K46 but using a 250 mm diameter specimen K49< Extra over Items K46 to K48 for test period exceeding 4 days K50D Extra over Items K46 to K48 for specimen remolding or re-compaction K514 Consolidation in a triaxial cell, test period 4 days K525 Extra over Item K51 for test periods exceeding 4 days K53] Extra over Items K51 for specimen remolding or re-compaction, or specimen diameter reduction Permeability K54 Permeability of soil in a rigid or flexible wall permeameter by the constant head or falling head method, test duration not exceeding 4 days K554 Extra over Item K54 for test period exceeding 4 days K56w Permeability of soil in an oedometer ring permeameter, test duration not exceeding 1 day per loading or unloading stage K57> Extra over Items K56 for test period exceeding 1 day per stage K58_ Permeability of a smaller than 100 mm diameter specimen in a hydraulic cell, test period 4 days K590 As Item K58 but using a 100 mm diameter specimen K600 As Item K58 but using a 150 mm diameter specimen K610 As Item K58 but using a 250 mm diameter specimen K62R Extra over Items K58 to K61 for measuring permeability in the horizontal direction K63< Extra over Items K58 to K61 for test period exceeding 4 days K64W Extra over Items K58 to K61 for specimen remolding, or reconstitution, or re-compaction K653 Permeability in a triaxial cell, test period 4 days K664 Extra over Item K65 for test period exceeding 4 days K67o Extra over Items K65 for specimen remolding or reconstitution, or re-compaction, or specimen diameter reduction
Durability K68$ Dispersibility by the pinhole method K69" Dispersibility by the crumb method K70' Dispersibility by the dispersion method K71 Frost heave of soil K72A Undrained shear strength by the laboratory vane method (set of 3) K73: Undrained shear strength by hand / torsion vane (set of 3) K748 Undrained shear strength by hand penetrometer (set of 3) K750 Undrained shear strength by the fall cone method K76C Extra over Items K72 to K75 for specimen remolding or re-compaction K77 Consolidated 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 specimen K78B Extra over Item K77 for test duration exceeding 1 day per specimen K79 Residual 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 specimen K80C Extra over Item K79 for test duration exceeding 4 days per specimen K81A Extra over Item K79 & K80 for specimen remolding or re-compaction sp. K82 Consolidated 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 specimen K83B Extra over Item K82 for test duration exceeding 1 day per specimen K84 Residual 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 specimen K85B Extra over Item K84 for test duration exceeding 4 day per specimen K86 K87B Extra over Item K86 for test duration exceeding 4 day per specimen K88 Unconfined compression of soil K89o Unconsolidated undrained triaxial compression without the measurement of pore pressure (set of three specimens) K90% As Item K89 but for a single specimen K911 As Item K89 but with measurement of pore pressure K92w Extra over Items K89 to K91 for specimen remolding, or reconstitution, or re-compaction, or specimen diameter reduction K93 Consolidated undrained triaxial compression of three specimens with isotropic consolidation and measurement of porewater pressure, test duration not exceeding 4 days per specimen K94I As Item K94 but for a single specimen, test duration not exceeding 4 days K95L Extra over Items K93 and K94 for test duration exceeding 4 days per specimen K96 Consolidated undrained triaxial compression of three specimens with anisotropic consolidation, test duration not exceeding 4 days per specimen K97C Extra over Item K96 for test duration exceeding 4 days per specimen K98 Consolidated drained triaxial compression test of three specimens with isotropic consolidation and measurement of porewater pressure, test duration not exceeding 4 days per specimen K99I As Item K98 but for a single specimen, test duration not exceeding 4 days K100L Extra over Items K98 and K99 for test duration exceeding 4 days per specimen K101 Consolidated drained triaxial compression test of three specimens with anisotropic consolidation, test duration not exceeding 4 days per specimen K102E Extra over It< ems K101 for test duration exceeding 4 days per specimen K103 Extra over Items K93, K94, K96, K97, K98 and K99 for remoulding, or reconstitution, or re-compaction, or specimen diameter reduction K104 Extra 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 specimen K105 Extra over Items K93, K94, K96, K97, K98 and K99 for measuring the specimen deformation with on-specimen transducers, per orientation Advanced soil testing K106| Shear-wave velocity (Svh, Shh, Shv) and initial shear modulus (Gvh, Ghh, Ghv) of soil using bender elements, per orientation K107| Consolidated undrained shear strength by direct simple shear testing of soil, test duration not exceeding 1 day per specimen K108D Extra over Item K107 for test durations exceeding 1 day per specimen K109e Consolidated undrained cyclic direct simple shear testing of soil, test duration not exceeding 3 days K110A Extra over Item K109 for additional cycle stages or part there of K1116 Extra over Item K109 for post-cyclic simple shear test K112D Extra over Item K109 for test duration exceeding 3 days per specimen K113T Load-controlled cyclic triaxial strength of soil, test duration not exceeding 4 days K114D Extra over Item K113 for test duration exceeding 4 days per specimen K115f Modulus and damping properties of soils using the cyclic apparatus, test duration not exceeding 4 days K116f Extra over Item K115 for additional consolidations stages and companion modulus & damping measurements K1178 Extra over Item K115 for post-cyclic triaxial shear test K118D Extra over Item K115 for test duration exceeding 4 days per specimen K119} Modulus and damping properties of soils using a resonant column or torsional shear device, test duration not exceeding 4 days K120f Extra over Item K119 for additional consolidations stages and companion modulus & damping measurements K121E Extra over Item K119 for post-resonance or post-torsion triaxial test K122D Extra over Item K119 for test duration exceeding 4 days per specimen K123 Extra over Items K106, K107, K109, K113, K115 and K119 for specimen remoulding, or reconstitution, or re-compaction, or specimen diameter reduction K124 K1258 Porosity/density using saturation and caliper techniques K126 K127 K128 Magnesium sulfate test K129 K130 K131 Cerchar abrasivity index K132 K133 K134 K135 K136 K137 K138< Extra over Items K127 and K133 to K137 for specimen crushing K139 K140 K141! Ground / groundwater aggressivity L1) S u i t e A ( G r e e n f i e l d s i t e p y r i t e a b s e n t ) L2* S u i t e B ( G r e e n f i e l d s i t e p y r i t e p r e s e n t ) L3E S u i t e C ( B r o w n f i e l d s i t e p y r i t e a b s e n t i n c l u d i n g d e p e n d e n t o p t i o n s ) L4F S u i t e D ( B r o w n f i e l d s i t e p y r i t e p r e s e n t i n c l u d i n g d e p e n d e n t o p t i o n s ) L5 Suite E (Soil samples) L6 Suite F (Water samples) L7 L8 Suite H (Permanent gases) L9 Suite I (Vapour samples)' Waste acceptance criteria (WAC) testing L10 Suite J (Inert waste landfill) L11N Suite K (Stable, non-reactive hazardous waste in non-hazardous waste landfill) L12" Suite L (Hazardous waste landfill) L13 M Ground practitioners M1 M2O (b) Graduate geotechnical practitioner / Graduate geoenvironmental practitioner M3 M4 M5 M6 M7 (g) Chartered practitioner M82 (h) Registered Specialist in Land Condition (SiLC) M9/ (i) Registered Risk Assessor (RSoBRA or ASoBRA) M10 Expenses M11 M12 mile M13k All other expenses incurred in conjunction with a site visit where a return journey is made on the same day M14Y All other expenses incurred in connection with visit where an overnight stay is necessary N Long-term storage of samples N1 Small disturbed sample N2 Bulk disturbed sample N3 N4 N5 N6 Dynamic sampling liner sample N7" Rotary drilling core box with core N8 Rotary drilling core sub-sample N9 N10
Mostap sample N11 Geoenvironmental samples N12 Soil sample in plastic tubs N13 Soil sample in glass containers N14 N15
Gas sample N16
Vapour sample N17 M15 M. > Technical support from ground practitioners or other personnel N. B39 E33S Digital copy of the interim Ground Investigation Report (or specified part thereof)R Digital copy of the interim Geotechnical Design Report (or specified part thereof)O Digital copy of an final Geotechnical Design Report (or specified part thereof)- Digital copy of the interim Monitoring Report* Digital copy of an final Monitoring Report Establishment 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 areaM Provide and maintain on site all PPE and equipment for a Yellow category siteJ Provide and maintain on site all PPE and equipment for a Red category sitey Decontamination of machinery and equipment during and at end of intrusive investigation for a Yellow or Red category site1 Drilling Supervisor (L3 Vocational Qualification) Other specialists (e.g. unexploded ordnance/contaminated waste/
environmental specialist, traffic safety control officer or
geophysicist)I Preparation of Health and Safety documentation including risk assessments@ Provision of a Letter of reliance or assignment to third partiesl Undertaking 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 | I n s t a l l a t i o n a n d r e m o v a l o f t e m p o r a r y g o a l p o s t s r e q u i r e d u n d e r H S E G S 6 f o r s i t e p l a n t c r o s s i n g u n d e r o v e r h e a d p o w e r l i n e s i Erect and dismantle fencing to segregate exploratory working area/ access/egress route from third parties Provide 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% X Provide 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% P r o v i s i o n o f c o n t a i n e r s a n d c o l l e c t i o n o f g r o u n d w a t e r s a m p l e s f o r c o n t a m i n a t i o n f o r a g g r e s s i v e g r o u n d w a t e r f o r c o n c r e t e ( S u i t e B - G r e e n f i e l d s i t e p y r i t e p r e s e n t ) P r o v i s i o n o f c o n t a i n e r s a n d c o l l e c t i o n o f s o i l s a m p l e s f o r c o n t a m i n a t i o n f o r a g g r e s s i v e g r o u n d f o r c o n c r e t e S u i t e A ( G r e e n f i e l d s i t e p y r i t e a b s e n t ) P r o v i s i o n o f c o n t a i n e r s a n d c o l l e c t i o n o f g r o u n d w a t e r s a m p l e s f o r c o n t a m i n a t i o n f o r a g g r e s s i v e g r o u n d w a t e r f o r c o n c r e t e S u i t e A ( G r e e n f i e l d s i t e p y r i t e a b s e n t ) Provision of containers and collection of soil samples for contamination for aggressive ground for concrete Suite B (Greenfield site< p y r i t e p r e s e n t ) P r o v i s i o n o f c o n t a i n e r s a n d c o l l e c t i o n o f s o i l s a m p l e s f o r c o n t a m i n a t i o n f o r a g g r e s s i v e g r o u n d f o r c o n c r e t e S u i t e C ( B r o w n f i e l d s i t e p y r i t e a b s e n t i n c l u d i n g d e p e n d e n t o p t i o n s ) P r o v i s i o n o f c o n t a i n e r s a n d c o l l e c t i o n o f g r o u n d w a t e r s a m p l e s f o r c o n t a m i n a t i o n f o r a g g r e s s i v e g r o u n d w a t e r f o r c o n c r e t e S u i t e C ( B r o w n f i e l d s i t e p y r i t e a b s e n t i n c l u d i n g d e p e n d e n t o p t i o n s ) P r o v i s i o n o f c o n t a i n e r s a n d c o l l e c t i o n o f g r o u n d w a t e r s a m p l e s f o r c o n t a m i n a t i o n f o r a g g r e s s i v e g r o u n d w a t e r f o r c o n c r e t e S u i t e D ( B r o w n f i e l d s i t e p y r i t e p r e s e n t i n c l u d i n g d e p e n d e n t o p t i o n s ) _ Provision of containers and collection of soil samples for contamination Suite E (soil samples)m Provision 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%a Extra over Items F10 to F13 for interpretation of cone/piezocone penetration test (CPT/CPTU) data- Carry out dissipation test up to 1-h duration3 Extra over Item F16 for test duration exceeding 1 hG Standing time for static cone penetration test (CPT) equipment and crew Extra 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 data4 Collect and process seismic refraction (P wave) data4 Collect and process seismic refraction (S wave) data4 Collect and process seismic reflection (P wave) data4 Collect and process seismic reflection (S wave) data1 Collect 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 data Move 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)J Collect and process electrical resistivity sounding (four-pin wenner) dataZ Move cavity laser scanning wireline logging tools to the site of each borehole and set up.Z Move 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 depth Borehole/penetration vane test: Carry out variable rate step test in test well up to 1 day5 Carry 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 h8 Extra 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 h8 Extra 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%d Carry out Menard pressuremeter test, provision of data and report, test duration not exceeding 1.5 h8 Extra over Item H98 for test duration in excess of 1.5 ho Carry out driven or push-in pressuremeter test, provision of data and report, test duration not exceeding 1.5 h9 Extra 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 deformation Schmidt rebound hammer test/ Provide and install 19 mm i.d. observation well8 Provide and install 19 mm i.d. open standpipe piezometer/ Provide and install 25 mm i.d. observation well8 Provide 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 well4 Extra over Item I20 for heavy-duty cover in highways: Provide and install magnetic targets (i.e. spider magnet) l Water sample from observation well or standpipe piezometer including purging or low-flow purging up to 1.0 hE Extra over Item J7 for purging or low-flow purging in excess of 1.0 h Post-fieldwork period Extra 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 hF Extra over Item J13 for purging or low-flow purging in excess of 1.0 hS Extra over Items K30, K31 and K32 for use of a California bearing ratio (CBR) mould1 Moisture condition value at natural water content3 Moisture condition value/water content relationship? California bearing ratio (CBR) on re-compacted disturbed sample5 Resistance to fragmentation (Los Angeles coefficient), Resistance to wear (micro-Deval coefficient)F P - a n d S - w a v e v e l o c i t y , i n c l u d i n g e l a s t i c p a r a m e t e r s & P o i s s o n s r a t i o * Indirect tensile strength (Brazilian test)4 Extra over Item K143 and K144 for specimen re-coring? Direct shear strength of a single specimen at a single pressure Swelling pressure or strain test Abortive tests4 Cost of specimen preparation from a disturbed sample7 Cost of specimen preparation from an undisturbed sample K142 K143 K144 K145 K146 K147 K148 K149 K150 K151_ Measurement of point load strength index of rock specimen (set of 10 individual determinations) K152F Suite 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 adviser Level 3 Drilling Supervisor4 R a t e p e r m i l e * f r o m C o n t r a c t o r s p r e m i s e s a n d r e t u r n < * Where considered more apprioriate, 'kilometre' may be used! Groundwater/surface water sample 1 Open-tube sample (thick-wall sampler) (e.g. U100)1 Open-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.j h r 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.i g q 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.j h r 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.j h r A74F Extra over Items B4 to B8, inclusive, for working at diameters >200 mm Point load test J31 Continuous push / piston sample Rate only Site Agent (Site manager) r/oK Digital copy of the draft Ground Investigation Report (Factual report only)J Digital copy of an final Ground Investigation Report (Factual report only)8 draft and final issue of digital data in AGS Data Format P r o v i s i o n o f c o n t a i n e r s a n d c o l l e c t i o n o f s o i l s a m p l e s f o r c o n t a m i n a t i o n f o r a g g r e s s i v e g r o u n d f o r c o n c r e t e S u i t e D ( B r o w n f i e l d s i t e p y r i t e a b s e n t i n c l u d i n g d e p e n d e n t o p t i o n s ) 9 Cable percussion boring / Dynamic sampling/Dynamic Probes Site Logger (Site Engineer)
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4 4 G e n e r a l E v e r y d a y P r i n t i n g d M i c r o s o f t O f f i c e E x c e l D o m a i n U s e r s ; E d i t o r i a l I n t e r n e t A c c e s s G r o u p ; C o n c e p t U s e r s ; B o o k I m a g e s ; W y v e r n U s e r s ; C o m m i s s i o n i n g U s e r s ; S o c i a l C o m m i t t e U n i v e r s a l ; T T L B o o k s < EXCEL.EXE C : \ P r o g r a m F i l e s \ M i c r o s o f t O f f i c e \ O F F I C E 1 1 \ E X C E L . E X E IPACDRWDSGATCAPI;F4E8Q;K i݅&E%9xPPBHAERP " < XX
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4 4 G e n e r a l E v e r y d a y P r i n t i n g d M i c r o s o f t O f f i c e E x c e l D o m a i n U s e r s ; E d i t o r i a l I n t e r n e t A c c e s s G r o u p ; C o n c e p t U s e r s ; B o o k I m a g e s ; W y v e r n U s e r s ; C o m m i s s i o n i n g U s e r s ; S o c i a l C o m m i t t e U n i v e r s a l ; T T L B o o k s < EXCEL.EXE C : \ P r o g r a m F i l e s \ M i c r o s o f t O f f i c e \ O F F I C E 1 1 \ E X C E L . E X E IPACDRWDSGATCAPI;F4E8Q;K i݅&E%9xPPBHAERP " < XX
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4 4 G e n e r a l E v e r y d a y P r i n t i n g d M i c r o s o f t O f f i c e E x c e l D o m a i n U s e r s ; E d i t o r i a l I n t e r n e t A c c e s s G r o u p ; C o n c e p t U s e r s ; B o o k I m a g e s ; W y v e r n U s e r s ; C o m m i s s i o n i n g U s e r s ; S o c i a l C o m m i t t e U n i v e r s a l ; T T L B o o k s < EXCEL.EXE C : \ P r o g r a m F i l e s \ M i c r o s o f t O f f i c e \ O F F I C E 1 1 \ E X C E L . E X E IPACDRWDSGATCAPI;F4E8Q;K i݅&E%9xPPBHAERP " < XX
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4 4 G e n e r a l E v e r y d a y P r i n t i n g d M i c r o s o f t O f f i c e E x c e l D o m a i n U s e r s ; E d i t o r i a l I n t e r n e t A c c e s s G r o u p ; C o n c e p t U s e r s ; B o o k I m a g e s ; W y v e r n U s e r s ; C o m m i s s i o n i n g U s e r s ; S o c i a l C o m m i t t e U n i v e r s a l ; T T L B o o k s < EXCEL.EXE C : \ P r o g r a m F i l e s \ M i c r o s o f t O f f i c e \ O F F I C E 1 1 \ E X C E L . E X E IPACDRWDSGATCAPI;F4E8Q;K i݅&E%9xPPBHAERP " < XX
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4 4 G e n e r a l E v e r y d a y P r i n t i n g d M i c r o s o f t O f f i c e E x c e l D o m a i n U s e r s ; E d i t o r i a l I n t e r n e t A c c e s s G r o u p ; C o n c e p t U s e r s ; B o o k I m a g e s ; W y v e r n U s e r s ; C o m m i s s i o n i n g U s e r s ; S o c i a l C o m m i t t e U n i v e r s a l ; T T L B o o k s < EXCEL.EXE C : \ P r o g r a m F i l e s \ M i c r o s o f t O f f i c e \ O F F I C E 1 1 \ E X C E L . E X E IPACDRWDSGATCAPI;F4E8Q;K i݅&E%9xPPBHAERP " F XX
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4 4 G e n e r a l E v e r y d a y P r i n t i n g d M i c r o s o f t O f f i c e E x c e l D o m a i n U s e r s ; E d i t o r i a l I n t e r n e t A c c e s s G r o u p ; C o n c e p t U s e r s ; B o o k I m a g e s ; W y v e r n U s e r s ; C o m m i s s i o n i n g U s e r s ; S o c i a l C o m m i t t e U n i v e r s a l ; T T L B o o k s < EXCEL.EXE C : \ P r o g r a m F i l e s \ M i c r o s o f t O f f i c e \ O F F I C E 1 1 \ E X C E L . E X E IPACDRWDSGATCAPI;F4E8Q;K i݅&E%9xPPBHAERP " < XX
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