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01	Classification Tests
Item	UKAS	Standard	Description	Unit	£
1.01		BS1377:1990 2/3.2	Moisture Content		2.90
1.02		BS1377:1990 2/4.3&5.3	4 Point Liquid & Plastic Limit		22.00
1.03		BS1377:1990 2/4.4&5.3	1 Point Liquid & Plastic Limit	per test	21.00
1.03a		BS1377:1990	Non plastic determined after preparation	per test	16.00
1.04		BS1377:1990 2/6.5	Linear Shrinkage	per test	12.00
1.05		BS1377:1990 2/8.2	Particle Density (Gas Jar)		16.00
1.06		BS1377:1990 2/8.3	Particle Density (Pyknometer)	per test	18.00
1.07		BS1377:1990 2/8.3	as 1 .05 using solutions other than water	per test	19.00
1.08		BS1377:1990 2/7.2	Density by Linear Measurement	per test	9.00
1.09		BS1377:1990 4/4.2-4.5	Max./M in. Density of Cohesionless Soil	per test	25.00
1.1		BS1377:1990 2/9.2	PSD Wet Sieve method	per test	18.50
1.11		BS1377:1990 2/9.3	PSD Dry Sieve method	per test	16.00
1.12		BS1377:1990 2/9.5	PSD: Sedimentation by hydrometer	per test	20.00
1.13a		BS1377:1990 2/9.4	PSD: Sedimentation by pipette carried out with Wet Sieve	per test	19.50
1.13b		BS1377:1990 2/9.4	PSD: Sedimentation by pipette carried out separately	per test	21.00
1.14		BS1377:1990 2/9.5.6.1	Pretreatment for 1.13a or b if organic soil	per test	10.00
1.15		BS1377:1990 BRE P4/93	Soil Suction - Filter Paper method	per test	48.00
1.16		BS1377:1990	Remoulding specimens for 1.15 if required	per test	10.00
1.17			Pinhole dispersion Test		POA
1.18			Intact Dry Density		25.00
1.18			Uniformity Coefficient		POA
1.18			Water Holding Capacity		28.00
1.19			Saturated Density		16.00
1.1a		BS1377:1990 BS 6100-2.2.1 : 1990	Uniformity Coefficient	per test	1.50
1.20			(SMC) Saturated Moisture Content		25.00
1.20			Porosity		16.00
1.30			BS 1377 Soil Testing Package (1)		490.00
1.31			BS 1377 1990 Soil Testing Package (2)		POA

02	Chemical Tests
Item	UKAS	Standard	Description	Unit	£
2.01		BS1377:1990 3/3	Organic Matter Content-dichromate method	per test	12.00
2.02		BS1377:1990 3/5	Acid Soluble Sulphate	per test	9.75
2.03		BS1377:1990 3/5	Water Soluble Sulphate 2:1 extract	per test	9.75
2.04		BS1377:1990 3/5	Sulphate Content of Groundwater	per test	9.75
2.05		BS1377:1990 3/6.3	Carbonate Content by TITRATION	per test	13.00
2.06		BS1377:1990 3/9	pH Value of Soil		2.50
2.07		BS1377:1990 BS 1377 : Part 3 : 1990 :	Chloride Content BS 1377 : Part 3 : 1990 : 7	per test	10.75
2.08		BS1377:1990 3/4	Loss on Ignition	per test	10.00
2.09		BS1377:1990 BRE Dependant Options	Determination of Magnesium	per test	3.50
2.1		BS1377:1990 BRE Dependant Options	Determination of the water soluble chloride	per test	9.75
2.11		BS1377:1990 BRE Dependant Options	Determination of Nitrate	per test	8.50
2.12		BS1377:1990 BRE Dependant Options	Determination of the Total Sulphur content of Soil	per test	14.20
2.13		BS1377:1990 BRE Dependant Options	Determination of the Total Acid Content of soil	per test	9.75
2.14			BRE Suite SD1		27.00
2.15			Calorific Value		POA
2.16			WAC Test		POA
2.17			Redox Potential		35.00
2.18		BS 1377 Part 3 1990	Soil Resistivity BS 1377 Part 3 : 1990		35.00
2.19			Sulphide & Hydrogen Sulphide		POA
2.20			Electrical Conductivity		POA
2.21			Methylene Blue		35.00
2.21			Depth of Carbonation		POA
2.22			BRE Suite Total Sulphate, Aqueous Sulphate, pH, Total Sulphur, Aqueous Nitrate, Aqueous Mag, Chloride, Total Organic Content		POA
2.23			Total Organic Carbon		15.00
2.23		TRL Report 447 Test Nos 2 and 4	Oxidisable Sulphides OS Content		12.00
2.23			(GI) BRE SD1 pH, Acid Soluble Sulphate, Water Soluble Sulphate and Total Sulphur		21.96
2.24			BRE Water Suite: Water Sulphate, ph, Nitrate, Chloride		POA
2.24			Microbial Activity Index BS 8006:1995		POA
2.24		BS 1881 part 124	Chloride Content BS 1881 part 124		POA
2.24			PSL- Sulphate 2:1 OR Total and ph		POA
2.25			BRE SD1-Ammonical ion		5.00
2.25			Oxidisable Sulphate		4.00
2.25			Carbonate Content by GRAVIMETRIC		13.00
2.26			Cation Exchange Capacity		35.00
2.27		IS:2720(Part XL)-1977 Free Swell Index of Soil	IS:2720(Part XL)-1977 Free Swell Index of Soil		45.00
2.29			Total Potential Sulphate Content Test (TRL Report 447)		15.00
2.30			Total Disolved Solids	test	10.00
2.31			TRL 447 Structural Specification for Structural Backfills to include Total Acid sulphate (AS) Test 2 Total potential Sulphate (TPS)Test 4	test	POA
2.31			TRL 447 Structural Specification for Structural Backfills	test	POA

03	Performance Tests Compactions
Item	UKAS	Standard	Description	Unit	£
3.01		BS1377:1990 4/3.3	Dry Den/MC (2.5kg Rammer Method 1 Litre Mould)		46.00
3.02		BS1377:1990 4/3.5	Dry Den/MC (4.5kg Rammer Method 1 Litre Mould)		49.00
3.03		BS1377:1990 4/3.4	As 3.01 using CBR Mould	per test	47.50
3.04		BS1377:1990 4/3.6	As 3.02 using CBR Mould	per test	50.00
3.05		BS1377:1990 4/3.7	Dry Den/MC (Vibrating Hammer Method)		56.00
3.06		BS1377:1990 4/5.4	(MCV) at as received Moisture Content		18.00
3.07		BS1377:1990 4/5.5	MCV/Moisture Content Relation	per test	75.00
3.08		BS1377:1990 4/6.4	Chalk Crushing Value	per test	60.00
3.09		BS1377:1990 4/7	CBR: Und in CBR Mould		25.00
3.1		BS1377:1990 4/7	CBR: Remoulded Specimen	per test	38.00
3.11		BS1377:1990	CBR: Rem specified MC		40.00
3.12		BS1377:1990 4/7.3	Soaking CBR specimens	per test	7.00
3.13		BS1377:1990	CBR at each compaction point		15.00
3.14		BS1377:1990 4/4.2-4.5	Max/Min. Density Cohesionless Soil	per test	25.00
3.15			Vibrating Hammer		56.00
3.16			Resistivity		POA
3.17			Intact Dry Density		25.00
3.18			Using 2.5kg rammer		POA
3.19			Using 4.5kg rammer		POA
3.20			Slag Expansion Test		95.00
3.21			MCV at each Compaction Point (5 Points)		POA
3.22			CBR at each Comapction point (5 Points)		POA
3.23			Bulk/Dry Density		16.00
3.24			Recompacted Voids Ratio		10.00
3.24			Hand Vane		POA
3.25			Compaction/MCV 5 Point		95.00
3.26			Compaction/CBR 5 Point/ MCV 5 Point		125.00
3.26			Hand Vane @ each compaction point		POA
3.26			Hand Vane @ each compaction point		POA
3.26			Hand Vane @ each compaction point		POA
3.26			Hand Vane @ each compaction point		POA
3.26			Hand Vane @ each compaction point		POA
3.28			Compaction 2.5kg and 5 Point CBR	1	105.00
3.28			Compaction 4.5kg and 5 Point CBR	1	115.00

04	Consolidation Tests
Item	UKAS	Standard	Description	Unit	£
4.01		BS1377:1990 5/3	One-dimensional Consolidation 75mm or 50mm diameter specimens (5 days)		48.00
4.02		BS1377:1990 5/3	As 4.01 each additional day	per day	11.00
4.03		BS1377:1990 5/4.3	Measurement of Swelling Pressure (2 days)	per test	22.00
4.04		BS1377:1990 5/4.4	Measurement of Swelling (5 days)	per test	55.00
4.05		BS1377:1990 5/4.3&4.4	Additional days for 4.03 & 4.04		13.00
4.06			Consolidation using a hydraulic Cell 76mm test period 4 Days	1	240.00
4.07			Additional days for 4.06		20.00

04.1	Consolidation And Permeability Tests With Pore Pressure Measurement
Item	UKAS	Standard	Description	Unit	£
4.01			Constant Head permeability in a Triaxial Cell BS177:Part 6: 1990, Clause 6	per test	POA
4.06		BS1377:1990 6/6	Determination of the coefficient of permeability in triaxial cell, using two back pressure systems, nominally 100 mm diameter, test duration four days.	per test	100.00
4.07		BS1377:1990 Head K H, Vol. 3, Clause 20.4.2	Determination of the coefficient of permeability in triaxial cell, using a single back pressure system, nominally 100 mm diameter, test duration four days.	per test	80.00
4.08		BS1377:1990	Extra over item 4.06-4.07 for test duration in excess of four days.	per day	22.50
4.09		BS1377:1990 6/5	Isotropic Consolidation Properties using a Triaxial Cell Single specimen (4 days)	per test	130.00
4.1		BS1377:1990 6/5	Additional days for 4.06	per day	20.00
4.11		BS1377:1990 K H Head	Isotropic Consolidation Properties using a Triaxial Cell with Horizontal Drainage - Single Specimen (4 days)	per test	150.00
4.12		BS1377:1990	Extra Over Item (7 Days Over) 4.01	Day	POA
4.13			Re-moulding Sample to Specified Moisture Content		10.00
4.15		R&D Technical Report Pl-398/TR/2	Procedure for the Determination of the Permeability of Clayey Soils in a Triaxial Cell Using the Accelerated Permeability Test	per test	100.00
4.21		BS1377: Part5 :1990	Pin hole Method - Dispersibility		35.00
4.22			Determination of Permeability to Constant Head (4 Days)		100.00
4.23			Determination of Permeabilty using Falling Head Permeameter K H Head Volume 2 Section 10.7		100.00
4.25		Design Manual for Roads and Bridges :1990	Determination of Permeability for Road Drainage Layers		250.00
4.26			Falling Head in Large 300mm Diameter Permeameter	1	170.00
4.31		ASTM5890	Free Swell index		30.00
4.32			Additional over days for 4.22		POA

05	Shear Strength Tests - Total Stress
Item	UKAS	Standard	Description	Unit	£
5.01		BS1377:1990 7/7.2	Unconfined Compressive Strength of a Single Specimen	per test	20.00
5.02		BS1377:1990	Natural Shear Strength by Hand Vane (3 measurements)	per test	9.00
5.02.1			Hand Vane	0	9.00
5.03		BS1377:1990 7/8	Quick Undrained Triaxial Compression test - set of 3 - 38mm diameter specimens	per test	27.00
5.04		BS1377:1990 7/8	Quick Undrained Triaxial Compression test - single specimen at one confining pressure (100mm or 38mm diameter)		19.00
5.05		BS1377:1990 7/9	Quick Undrained Triaxial Compression Test - Multi-stage Loading of a single specimen (100mm diameter)		23.00
5.05		BS1377:1990	Quick Undrained Triaxial Compression Test - Loading of a set of three specimen (38mm diameter)		32.00
5.07		BS1377:1990	As 5.05 for specimens of diameters 50,65,75,80,95mm	per test	35.00
5.08		BS1377:1990	Immediate Shear Strength - set of 3 60 x 60 mm Shear Box Specimens by Direct Shearing (note suitable for free draining material only)	per test	85.00
5.09		BS1377:1990 7/4	Consolidated Drained Peak Shear Strength - set of 3 - 60 x 60mm Shear Box Specimens by Direct Shearing (3 days)		135.00
5.1		BS1377:1990	Additional days for 5.09	per day	25.00
5.11		BS1377:1990 7/4	Consolidated Drained Peak and Residual Shear Strength - set of 3 60 x 60mm Shear Box Specimens (5 days)		220.00
5.12		BS1377:1990	Additional days for 5.11	per day	25.00
5.13		BS1377:1990 Harris & Watson Ground Eng. 1997	Residual Strength Parameters (4 days)	per test	125.00
5.14		BS 1377 Part 7 : 1990	Large Shear Box 300mm Peak with 3 confining pressures	per test	300.00
5.15		SHW 636 + BS1377:Part 7 : 1990	SHW636 - Large Shear Box 300mm		350.00
5.16		SHW 639 + BS1377: Part 7: 1990	SHW639 - Large Shear Box 300mm		350.00
5.17			Quick undrained Shear Box		POA
5.18			Remoulding Specimen		10.00
5.18			Hand Pentometer	1	3.00
5.19			Hand Vane 3 readings		POA
5.20			Large Shearbox 300mm sample (4 stages) including preparation work as per clients specification	Per test	1,000.00
5.21			Consolidated Drained Peak Shear Strength - single stage		85.00
5.25		BS1377:1990	Hoek Cell Shear Test	per test	POA

06	Effective Stress Triaxial Compression Shear Strength Tests
Item	UKAS	Standard	Description	Unit	£
6.01		BS1377:1990 8/7	CUD 38mm Consolidated undrained triaxial compression test on a set of three x 38 mm diameter specimens with the measurement of pore water pressure including saturation and consolidation, test duration four days.	per test	155.00
6.02		BS1377:1990 8/8	CD 38mm Consolidated drained triaxial compression test on a set of three x 38 mm diameter specimens with the measurement of volume change and pore water pressure including saturation and consolidation, test duration four days. three x 38 mm diameter specimens with the measurement of volume change and pore water pressure including saturation and consolidation, test duration FOUR days.	per test	165.00
6.03			CUD 100mm Consolidated undrained triaxial compression test on a Single Specimen with Multistage Loading with the measurement of pore water pressure including saturation and consolidation, test duration FOUR days.		145.00
6.04			CD 100mm Consolidated drained Triaxial compression test on a single 100 mm diameter specimens Multistage loading with the measurement of volume change and pore water pressure including saturation and consolidation, test duration FOUR days.		155.00
6.05		BS1377:1990 8/8	CU SS 100mm single stage test on a 102 mm diameter Part 8 Continued specimen at one confining pressure, test duration four days.	per test	100.00
6.06		BS1377:1990 8/7	CU SS 38mm a single stage test on a 38mm diameter specimen at one confining pressure, test duration four days.	per test	75.00
6.07		BS1377:1990	Extra over items for test duration in excess of four days.		20.00
6.08			Remoulding Specimen using 2.5kg/4.5kg Rammer	per sample	15.00
6.09		BS1377:1990	Extra over days for 6.04	per day	15.00
6.10		BS1377:1990 8/8	n/a	per test	175.00
6.10			CD SS 100mm single stage test on a 102 mm diameter Part 8 Continued specimen at one confining pressure, test duration four days.	per test	100.00
6.11			n/a	1	105.00
6.12			06: Effective Stress Triaxial Compression Shear Strength Tests	1	POA
6.13		BS1377:1990	Extra over day for 6.03		15.00
6.13			Extra over days for 6.12		POA

09.1	INSITU SRD Density Tests
Item	UKAS	Standard	Description	Unit	£
7.1		BS1377:1990	Mobilisation of Field Technician and equipment to site.	per day	POA
7.2		BS1377:1990 9/2.1	Sand replacement method suitable for fine- and medium- grained soils (small pouring cylinder method).	per test	20.00
7.3		BS1377:1990 9/2.2	Sand replacement method suitable for fine-, medium- and coarse-grained soils (large pouring cylinder method).	per test	25.00
7.4		BS1377:1990 9/2.3	Water replacement method suitable for coarse-grained soils.	per test	25.00
7.5		BS1377:1990 9/2.4	Core cutter method for cohesive soils free from coarse- grained material.	per test	20.00
7.6		BS1377:1990 9/2.5	Nuclear methods suitable for fine-, medium- and coarse- grained soils.		220.00

09.3	INSITU CBR Tests
Item	UKAS	Standard	Description	Unit	£
7.1		BS1377:1990 9/2.1	Determination of California bearing ratio (CBR) value, including the determination of the natural moisture content.	per test	25.00
7.10		(BS 1377:1990 Part 9.4.3)	Determination of the in-situ California Bearing Ratio (CBR) (BS 1377:1990 Part 9.4.3)	1	350.00
7.11			Carry out in-situ CBR test (via Plate Bearing Method)		185.00
7.12			sample delivery to Celtest		25.00
7.2			North Devon		350.00
7.3			Cornwall		425.00
7.4			Somerset		325.00
7.5			Dorset		325.00
7.6			Bristol		300.00
7.6			Carry out in-situ CBR test (for minimal numbers of tests required - when day rate not required.) Please add mob rate to this individual test rate when only requiring 1 or 2 tests		25.00
7.7			Devon		325.00
7.8		BS1377:1990	Mobilisation of Field Technician and equipment to site and carry out in-situ CBR's as day rate up to 20 number tests per day.	per day	285.00
7.9		BS1377:1990	Mobilisation of Field Technician and equipment to site to Bristol area to carry out in-situ CBR testing for minimal number of CBR tests when not requiring entire day rate charge	per day	135.00
7.9			Carry out CBT Testing Dynamic Cone Pentrometer (DCP)	per day	POA

09.2	INSITU PL Tests
Item	UKAS	Standard	Description	Unit	£
7.13		BS1377:1990	Mobilisation of Field Technician and equipment to site	per day	100.00
7.14		BS1377:1990 9/4.1	Determination of the vertical deformation and strength characteristics of soil by the plate loading test, using a 600 mm diameter steel plate.	per test	75.00
7.15			Determination of the vertical deformation and strength characteristics of soil by the plate loading test, using a 600 mm diameter steel plate.INCLUDING 4X4 and TECHNICIAN	1	POA
7.16			Mobilisation of Technician and Determination of the vertical deformation and strength characteristics of soil by the plate loading test, using a 600 mm diameter steel plate. The test comprises 4 No. loading and 1 No. unloading cycles, as specified by the Client.	1	POA
7.17			Integral Full Day Plates		POA
7.18			Mobilisation of field technician & equipment and carry out plate loading tests in accordance with BS 1377 Part 9		POA
7.19			Mobilisation of 13T tracked excavator to site to assist with plate load testing	1	250.00
7.20			Provision of 13T tracked excavator including operator & fuel to assit with plate load test - day rate London)	1	350.00
7.21			mobilisation & provision of 7t jcb 3cx rubber tyred excavator to act as counterweight for plate loading test. Weekend rate (1.5X normal rate)	1	427.50
7.22			Determination of the vertical deformation and strength characteristics of underlying ground conditions by plate loading test using 300mm diameter steel plate. Includes mobilisation of 4x4, technician & equipment. Weekend rate (1.5 x normal rate)	1	750.00
n/a			Call Out Charge	1	70.00

09.4	INSITU Core Drilling And Sawing
Item	UKAS	Standard	Description	Unit	£
8.01		BS1377:1990	Mobilisation of Field Technician and concrete coring equipment to site.	1	100.00
8.02		BS1377:1990	Diamond Coring Drilling for the provision of test cores of concrete, blacktop and building materials.	per core	12.00
8.03		BS1377:1990	Diamond drilling for the provision of openings for pipework, etc, in reinforced concrete.	per core	35.00
8.04		BS1377:1990	Diamond sawing of blacktop and reinforced concrete.	per core	14.00
8.05			Core Examination		15.00
8.06			Report		100.00
8.07			Coring Only		94.50
8.08			PRD Core		37.80
8.08			Mobilisation of technician to site for Wall assessment.		350.00
8.08			Coring using diamond corer with Water Feed Vertical and Horizontal coring including reinstatement. Day rate	2	300.00
8.10			Reinstate to Grid Area		50.00
8.11			Bulk Denity/Voids Ratio		28.00
8.12			Indirect Tensile Stiffness Modulus (NAT) U	1	35.00

09.5	INSITU Dynamic Probing And Window Sampling
Item	UKAS	Standard	Description	Unit	£
9.01		BS1377:1990	MOB Dynamic Probe/window sampling rig, equipment and crew to and from site		POA
9.02		BS1377:1990	Assume 2 - 4 probe holes to 10m	Per Day	POA
9.03			Mobilise 2 man crew with windowless sampling rig & equipment to site (Fareham) to cover fuel cost for outward & return journey	1	100.00
9.04			Hand Dug Pits 1 man		POA
9.05			Provision of 2 man crew - 1 Day Windowless capable of SPT's, sampling, casing & dynamic probig, installation work. excludes concrete coring/breaking out of positions & provision of liners	Day	365.00
9.06			Provide concrete corer rig attachment - core 2 positions		POA
9.07			Concrete Corer Freestanding Rig		POA
9.08			Provision of plastic core liners	1	2.95
9.09			Carry out windowless sampling & SPT's 2 holes to 4m as a reduced rate	2	365.00
9.10			87mm Plastic Liner	1	2.90
9.11			77mm Plastic Liner	1	2.70
9.12			67mm Plastic Liner		2.60
9.13			57mm Plastic Liner	1	2.50
9.14			Provision of safety signs and physical barrier around the work area		20.00
9.15			Plain 50mm Pipe		4.25
9.16			Slotted 50mm Pipe		5.25
9.17			19mm x 1m Geocasing BSP		2.00
9.18			19mm x 1m Geoscreen BSP 1mm Slots		3.00
9.19			Pea Gravel		2.50
9.20			Slow set Tarmacadam		5.25
9.21			Bentonite		7.50
9.22			Stocking for liners		1.25
9.23			4" Square Lockable covers. Incl reinstatement		25.00
9.24			Round Lockable covers (with pre-cored hole)		25.00
9.25			Concrete reinstatement with no cover		10.00
9.26			Methane tap		10.00
9.27			End Cap		1.25
9.28			Top Hat Covers		28.00
9.29			Piezometer Installation 50.0mm		8.25
9.30			Window Sampling and SPTs	1	320.00
9.30			DP Cone Tip		8.00
9.30			4" Square Lockable covers.		12.50
9.31			Two Man crew Trial Pitting and Hand Dug Pits		290.00
9.32			Cutting Shoe		25.00
9.32			Move Window Sampling Plant and Equipment to the site of each hole and Setup	1	POA
9.33			Advance Borehole between existing ground level and 10m depth	1	POA
9.34			Bring Dynamic probe equipment to the site of each probehole		POA
9.35			Measure Sleeve Resisitance		POA
9.36			Window Sampling (Hand Held two man crew)	1	POA
9.37			Flushcover and Reinstament	1	36.00
9.37			Flushcover and Reinstatement	1	36.00
9.38			Cement	Bag	8.50

10	Stabilized Soils
Item	UKAS	Standard	Description	Unit	£
10.1		BS1377:1990 BS 1924/1/3.3	Moisture Content	per test	3.00
10.1		BS1377:1990 BS 1924/4/4.5	Laboratory California Bearing Ratio	per test	40.00
10.11		BS1377:1990 BS 1924/4/4.5	Additional charge for item if more than 7 days Curing/Soaking is required	per test	25.00
10.12		BS1377:1990 BS 1924/5/5.4	Initial Consumption of Lime	per test	35.00
10.13			Lime Stabilized Soil CBR at compaction Point		18.75
10.14			Lime Stabilized Compaction 2.5kg Rammer		57.50
10.2		BS1377:1990 BS 1924/1/4.4	Liquid Limit (Natural & Stabilized)	per test	18.00
10.3		BS1377:1990 BS 1924/1/4.5	Plastic Limit (Natural & Stabilized)	per test	18.00
10.4		BS1377:1990 BS 1924/1/5	Degree of Pulverisation	per test	15.00
10.5		BS1377:1990 BS 1924/2/2/1.3	Dry Density/Moisture Content Relationship (2.5kg Rammer Method 1 Litre Mould)	per test	50.00
10.6		BS1377:1990 BS 1924/2/2/1.4	Dry Density/Moisture Content Relationship (4.5kg Rammer Method 1 Litre Mould)	per test	55.00
10.7		BS1377:1990 BS 1924/2/2/1.3	As 10.5 using CBR Mould	per test	55.00
10.8		BS1377:1990 BS 1924/2/2/1.4	As 10.6 using CBR Mould	per test	60.00
10.9		BS1377:1990 BS 1924/2/2/2.3	Moisture Condition Value (per moisture content)	per test	20.00

11	Concrete Tests
Item	UKAS	Standard	Description	Unit	£
1.04			COLLECTIONS 18TH FEBRUARY TO 5TH MARCH 2009	4	20.00
1.05			collections 10th,16,19,23,30, March		POA
1.05			Collections 21st,24th,27th,30th April - 1st,6th,8th,12th,13th,15th,20th,21st,27th May - 13th,15th,17th,20th,26th,30th June - 20th, 30th July - 10th, 17th,20th,29th Aug	1	20.00
1.06			Collection 3,6,7,15th April 2009		20.00
11.03		BS1881	Extra over item 60.02 for the sample preparation		19.00
11.04		BS1881 116	Determination of 100mm or 150mm cube compressive strength, including nominal, including nominal density.		5.75
11.05		BS1881 BS EN 12504-1:2009	Testing concrete in structures. Cored specimens. Taking, examining and testing in compression BS EN 12504-1:2009		55.00
11.06		BS1881 120	Determination of the compressive strength of core 50 to 150 mm diameter - including preparation.		50.00
11.07		BS1881 122	Determination of water absorption, set of three cores.		32.00
11.1		BS1881 114/-/6	Determination of nominal density of concrete specimen.	per test	8.00
11.1		BS1881 124	Capillary Porosity	per test	45.00
11.11		BS1881	Cement Content BS 1881 or BS 4551	per test	125.00
11.12		BS1881	Chloride (potentiometric method)	per test	16.00
11.13		BS1881	BRE qualitative test for HAC	per test	8.50
11.14		BS1881	Density	per test	23.50
11.15		BS1881	Depth of Carbonation	per test	8.00
11.16		BS1881	Sulphate - turbidimetric	per test	13.00
11.17		BS1881	Sulphate - gravimetric	per test	25.00
11.18		BS1881 124	Sulphide	per test	25.00
11.2		BS1881 114/-/7	Determination of displacement density of concrete specimen.	per test	10.00
11.2		BS1881	Asbestos (insulation,etc) - identification of main types present and estimation of percentage asbestos.	per test	33.00
11.21		BS1881	Petrographic analysis of concrete or Mortar	per test	240.00
11.22			Sample collection		20.00
11.23			Coring and PRD Tests	1	125.00
11.24			Coring	1	90.00
11.26			Cube Collection January 09	4	20.00
11.27			Cover Meter Survey	1	POA
11.27			Cover Meter Survey	1	POA
11.28			Prepare,mix,create and cure cubes to clients specification	1	675.00
11.29			Create, prepare,mix and cure grout to clients specifiaction for UCS test	per sample	75.00
11.30			Prepare, create mix and cure sample for Hoek shearbox test to clients specification	per specimen	50.00
11.31			Create prepare mix and cure specimen for large shearbox.	per specimen	POA
11.32			mortar test - BS 4551 MIX PROPORTIONS OF MORTAR/SCREED		125.00
11.8		BS1881	Alkali Metals (Na2 +K2O) in cement or concrete	per test	55.00
11.9		BS1881	Alumina Content (Test for HAC)	per test	20.00

21	Bricks
Item	UKAS	Standard	Description	Unit	£
11.22		BS1881	Sample preperation - Batch of 10 bricks	per test	35.00
11.23		BS1881	Soluble Salts Ca, Mg, Na, K, SO4	per test	70.00
11.24		BS1881	Sulphate only - turbidimetric	per test	14.00
11.25		BS1881	effloresence test (batch of 10 bricks)	per test	120.00
11.26		BS1881	Water absorption (5 hours boiling or 24 hrs immersion)	per test	65.00

11.27	Sample Preperation
Item	UKAS	Standard	Description	Unit	£
11.27		BS1881	Sample grinding - for cement content		15.00
11.28		BS1881	Cutting and Lapping		7.00

12	Rock Tests
Item	UKAS	Standard	Description	Unit	£
12.06		ISRM Suggested Methods for Rock Characterization	Part 1 - SM for Determination of the Uniaxial Compressive Strength of Rock Materials		POA
12.1		ISRM / BS 1377/2/3.3 2/2	Determination of moisture content of a Rock Specimen.	per test	3.60
12.1		ISRM / BS 1377/2/3.3	Determination of the Cerchar abrasivity value per set of four values.	per test	70.00
12.11		ISRM / BS 1377/2/3.3	Extra over item 12.1 for sample preparation.	per specimen	4.00
12.12		ISRM / BS 1377/2/3.3	Determination of the Durete abrasivity value (dynamic test), including specific energy calculation.	per test	30.00
12.13		ISRM / BS 1377/2/3.3 2/8	Determination of the indirect tensile strength by the Brazil method.	per test	35.00
12.14		ISRM / BS 1377/2/3.3	Extra over item 12.13 for sample preparation.	per sample	6.00
12.14a		ISRM / BS 1377/2/3.3	Petrographic analysis of Rock	per test	240.00
12.17			Sonic Waves P & S Waves	1	145.00
12.17			Determination of The Paddle Test	1	145.00
12.17			Sonic Waves P & S Waves	1	145.00
12.17			Sonic Waves P & S Waves	1	145.00
12.17			Sonic Waves P & S Waves	1	145.00
12.17			Sonic Waves P & S Waves	1	145.00
12.17			Sonic Waves P & S Waves	1	145.00
12.17			Sonic Waves P & S Waves	1	145.00
12.17			Sonic Waves P & S Waves	1	145.00
12.17			Sonic Waves P & S Waves	1	145.00
12.17			Sonic Waves P & S Waves	1	145.00
12.17			Sonic Waves P & S Waves		POA
12.17			Sonic Waves P & S Waves	1	145.00
12.17			Sonic Waves P & S Waves		POA
12.17			Sonic Waves P & S Waves		POA
12.17			Sonic Waves P & S Waves		POA
12.17			Sonic Waves P & S Waves		POA
12.17			Sonic Waves P & S Waves		POA
12.17			Sonic Waves P & S Waves		POA
12.17			Sonic Waves P & S Waves		POA
12.17			Sonic Waves P & S Waves		POA
12.17			Sonic Waves P & S Waves		POA
12.17			Sonic Waves P & S Waves		POA
12.17			Sonic Waves P & S Waves		POA
12.17			Sonic Waves P & S Waves		POA
12.17			Sonic Waves P & S Waves		POA
12.17			Sonic Waves P & S Waves	1	145.00
12.17			Sonic Waves P & S Waves	1	145.00
12.17			Sonic Waves P & S Waves	1	145.00
12.17			Sonic Waves P & S Waves	1	145.00
12.17			Sonic Waves P & S Waves	1	145.00
12.17			Sonic Waves P & S Waves	1	145.00
12.18			Re-Coring Core	sample	15.00
12.18			XRF X-ray dfraction test	1	180.00
12.18			Youngs modulus		POA
12.2		ISRM / BS 1377/2/3.3 BS 1377/2/3.3	Determination of saturation moisture content of Chalk.	per test	20.00
12.20			Extrude Split, Photograph and Describe		POA
12.21			Determination of Abrasion Value (AV) NTNU		215.00
12.22			Determine Shear strength of rock core by Hoek Shearbox	Per test	290.00
12.3		ISRM / BS 1377/2/3.3 2/2	Determination of the porosity and density using saturation and calliper techniques.	per test	8.00
12.4		ISRM / BS 1377/2/3.3 2/2	Determination of the porosity and density using saturation and buoyancy techniques.	per test	20.00
12.5		ISRM / BS 1377/2/3.3 2/2	Determination of the swelling pressure index under conditions of zero volume change.	per test	60.00
12.6		ISRM / BS 1377/2/3.3 2/2	Determination of the swelling strain index for a radially confined specimen with axial surcharge.	per test	45.00
12.7		ISRM / BS 1377/2/3.3	Extra over items 12.4 to 12.6 for specimen preparation.	per sample	POA
12.8		ISRM / BS 1377/2/3.3 2/2	Determination of the slake durability index, two cycles.	per test	25.00
12.9		ISRM / BS 1377/2/3.3 2/5	Determination of the Shore Schleroscope hardness - per 20 No. determinations.	per test	POA
15			Determination of Point Load Value		POA
9			Determination of direct shear strength by hoek shearbox	per set of 3	295.00

12.15	Uniaxial Compressive Strength And Deformability.
Item	UKAS	Standard	Description	Unit	£
12.16		ISRM / BS 1377/2/3.3 2	Determination of the uniaxial compressive strength of a single 54 mm diameter core.	per test	39.00
12.17		ISRM / BS 1377/2/3.3 2	Determination of the uniaxial compressive strength of a single 76 mm diameter core.	per test	39.00
12.18		ISRM / BS 1377/2/3.3 2	Determination of the uniaxial compressive strength of a single 92 mm diameter core.	per test	39.00
12.19		ISRM / BS 1377/2/3.3 2	Determination of the uniaxial compressive strength of a single 113 mm diameter core.	per test	39.00
12.2		ISRM / BS 1377/2/3.3 2	Determination of the uniaxial compressive strength of a single 140 mm diameter core.	per test	39.00
12.21		ISRM / BS 1377/2/3.3 2	Determination of the uniaxial compressive strength of a single 165 mm diameter core.	per test	39.00
12.22		ISRM / BS 1377/2/3.3 ISRM Type 2 Multistage	Determination of Young's modulus.& Possions Ratio		POA
12.23		ISRM / BS 1377/2/3.3 ISRM Type 2 Multistage	Extra over items 12.16 to12.21 for the determination of Poisson's ratio.	per test	POA
12.24		ISRM / BS 1377/2/3.3	Extra over items 12.16 to 12.21 for sample preparation.	per test	12.50
12.25		ISRM / BS 1377/2/3.3	Extra over items 12.16 to12.21 for re-coring of sample.	per test	25.00
12.26		ISRM / BS 1377/2/3.3 Brock & Franklin 1972.	Point load strength index test.	per test	3.50
12.27		ISRM / BS 1377/2/3.3 MRDE Handbook, No.5, 1977.	Determination of the uniaxial compressive strength by the NCB cone indenter.	per test	12.00
12.28		ISRM / BS 1377/2/3.3	Extra over item 14.12 for sample preparation.	per test	4.00
12.29			Hoek Shear Box test on rock		280.00
12.30			Determination of The Hydraulic Conductivity of Rock		100.00
12.31			Bulk Density of Rock		10.00
12.32			Undrained Triaxial Presure of Rock with measurment of Porewater pressure	1	140.00
12.32			Undrained Triaxial Presure of Rock with measurment of Porewater pressure	1	140.00
12.32			Undrained Triaxial Presure of Rock with measurment of Porewater pressure	1	140.00
12.32			Undrained Triaxial Presure of Rock with measurment of Porewater pressure	1	140.00
12.32			Undrained Triaxial Presure of Rock with measurment of Porewater pressure	1	140.00
12.32			Undrained Triaxial Presure of Rock with measurment of Porewater pressure	1	140.00

13	Aggregate Tests.
Item	UKAS	Standard	Description	Unit	£
13.1		BS 812/Part BS EN 933-1 : 1997	Particle size distribution by the dry sieving analysis method.		15.00
13.1		BS 812/Part 2/5.3, 5.4 & 5.5	Relative density and water absorption of aggregate.	per test	20.00
13.1		BS 812/Part 2/5.7	Determination of the relative density of filler.	per test	25.00
13.10			Determination of the acid soluble Chloride	per test	POA
13.11		BS 812/Part 2/6.3	Determination of bulk density.	per test	15.00
13.12		BS 812/Part 109	Determination of the moisture content.	per test	3.00
13.13		BS 812/Part 110	Aggregate crushing value.		38.00
13.14		BS 812/Part BS 812 : Testing Aggregates : Part 111 - Methods for determination of ten percent fines value	Ten percent fines value	per test	38.00
13.15		BS 812/Part 112/7.1	Aggregate impact value.		38.00
13.16		BS 812/Part 112/7.2	Determination of the modified aggregate impact value.	per test	40.00
13.17		BS 812/Part	Extra over items 50.13, 50.14 & 50.15 for testing aggregate in a soaked condition.	per test	12.50
13.18		BS 812/Part BS EN 1097-2 : 1998	Micro Deval Abrasion Value Method		95.00
13.19		BS 812/Part 114	Polished stone value.		110.00
13.2		BS 812/Part BS EN 933-1 : 1997	Grading wet sieving analysis method.BS EN 933-1 : 1997		20.00
13.2		BS 812/Part 106	Determination of the shell content in coarse aggregate.	per test	15.00
13.2		BS 812/Part 117	Determination of the chloride content.	per test	12.00
13.20			Determination of the Fines Content		POA
13.20			Determination of Grading 6f2		POA
13.21		BS 812/Part 50.21	Determination of the water soluble sulphate content.	per test	13.75
13.21			Determination of Grading Type 1 Subase		POA
13.22		BS 812/Part 50.22	Determination of the acid soluble sulphate content. BS EN 1744-1		12.25
13.23		BS 812/Part BS EN 1367-2:1998	Magnesium sulfate test soundness value. BS EN 1367-2:1998		85.00
13.24		BS 812/Part 50.24	Determination of the compaction fraction value of pipe bedding material.	per test	18.75
13.26		BS 812/Part 50.25	Frost heave susceptibility.		300.00
13.27		BS 812/Part 50.26	Extra over item 50.25 to addendum 705.	per test	POA
13.28		BS 812/Part	Petrographic analysis of aggregate	per test	240.00
13.29			Determination of Moisture Content		4.25
13.3		BS 812/Part 103.2	Decantation (clay, silt and dust).	per test	20.00
13.3		BS 812/Part 1/7.5	Determination of the angularity number.	per test	15.00
13.30		BS EN 1097-2	Los Angeles Abrasion Value BS EN 1097-2		95.00
13.30			Pendulum Test		POA
13.31			WAC Water absorption criteria	Per test	35.00
13.31		BS933-9	Methylene Blue		25.00
13.31			Preparation of Sample for crushing down to Required Size 14-10mm 10-6.3mm		12.00
13.32			Determination of the Maximum Fines Content		POA
13.33			Constituent Parts SHW Clause 710		POA
13.33			Type 2 Sub-base		POA
13.34			Determination of the Carbonate Content		POA
13.35			Determination of Binder Content	1	86.00
13.36			Determination of cement Content		135.00
13.36			BS EN 933-1 Grading Analysis	per test	20.00
13.37			Determination of Agrregate Abrasion Value	Per test	125.00
13.37			BS EN 933-3 - BS EN 933-4 Particle Shape	per test	45.00
13.38			BS EN 1097-6 Particle Density	per test	20.00
13.39			BS EN 933-11 Material Composition	per test	45.00
13.4		BS 812/Part 105.2	Determination of the elongation index including dry sieve.	per test	15.00
13.5		BS 812/Part 105.1	Deterrmination of Flakiness index.	per test	15.00
13.5		BS 812 Testing Aggregates : Flakiness Index	Flakiness Index	per test	POA
13.6		BS 812/Part 103.2	Sedimentation test.	per test	25.00
13.7			Dry Shrinkage	per test	20.00
13.8		Specification of Highways Works	Subbase - Determination of sulphate content		35.00
13.9			Determination of the Marshall Test	1	95.00

14	Provsion Of Consumables
Item	UKAS	Standard	Description	Unit	£
14.1		n/a	Plastic liner for window sampler	m	POA
14.10			Hire Brush Cutter	Day	POA
14.10			Radiodetection Genny Mark 2 Signal Generator	Week	POA
14.11			Hire Hand Vane per day	Day	8.50
14.12			10KG HEAVY DUTY BREAKER Powerful demolition breaker Can break up to 150mm depth of concrete.	week	POA
14.12			Hire Filled Sandbags	bag	POA
14.13			Hire Hand Vane per day	Day	POA
14.2		n/a	Core boxes	m	POA
14.3		n/a	Taking small disturbed samples	No.	POA
14.4		n/a	Taking small disturbed samples for analytical testing	No.	POA
14.5			Provision of RD4000 Cable Avoiding Tool & Genny 3+ signal generator to locate investigation locations & services on site	week	121.00
14.5			Provision of purging & sampling equipment for 3 boreholes to 8m to include bailers, hi-flow tubing and valves	1	167.25
14.5			provision of 2 x 205 litre drums for collection of purged water	1	28.75
14.5			Hire of gas analyser including flow pod per visit x 3 visits	1	100.00
14.5			Return ferry ticket from Portsmouth for 2 man crew & company van (rate based on weekday in June)	1	130.00
14.5			Hire Hand Vane per day	Day	6.50
14.5			Hire Hand Vane per day	Day	6.50
14.5			Hire Hand Vane per day	Day	6.50
14.5			Hire Hand Vane per day	Day	6.50
14.5			Hire Hand Vane per day	Day	6.50
14.5			Hire Hand Vane per day	Day	6.50
14.5			Hire Hand Vane per day	Day	6.50
14.6			Provision of Gloves	item	POA
14.6			Hire 110V / 240V WET AND DRY VACUUM	Week	POA
14.6			Mobilisation to Site	Day	POA
14.7			Provision of Cable Ties	item	POA
14.7			LIGHT DUTY FLOORSAW Lightweight and compact petrol floor saw, which is ideal for small repair jobs. Adjustable handles allow for easier alignment and straighter cuts. 17 ltr water tank. Easy to transport.	week	POA
14.8			110V / 240V FUME EXTRACTOR	week	POA
14.9			Extra Ducting For Fume Extractor	Day	POA
15.0			provision of heras fencing		50.00
15.1			Provsion of turf roll	6	3.00
15.2			Provision of bag of topsoil		5.00
15.3			Provision of bag of sand		3.00
15.4			Provision of bag of bentonite includes delivery charge incurred (zero mark up for delivery charge)		14.22
15.5			Provision of all materials and delivery charge including turf, topsoil, sand, bentonite		POA
TEST			TEST		POA

15	Professional Services
Item	UKAS	Standard	Description	Unit	£
15.1		n/a	Services of a Geotechnical Engineer to plan and manage project, liaise with Client, supervise works, log soils/rock etc.	Day	POA
15.2			Detailed Descriptions and Photographs		1.75
15.3			Provison of two technicans Hand Dug Trial Pitting		POA
15.4			Provision of Drivers to Collect Samples from Known Location		POA
15.5			Provision of h&s plan		150.00
4			Mobilise technician to site to perform moisture content, consolidation and compaction test sampling, Undertake Sand replacement test and vanes tests as per the contract document provided.	per visit	320.00

16	Reporting
Item	UKAS	Standard	Description	Unit	£
0.01			Quotation for Client		POA
16.1		n/a	3 copies of an Interpretative Report: comprising exploratory hole records, any test results and account of fieldwork operations and strata revealed with an interpretative discussion and recommendations of geotechnical mining issues	Sum	POA
16.2		n/a	Reporting of results into AGS format	Sum	POA
16.3		n/a	25% surcharge 5 day TA	Sum	POA
16.4			FOR BREAKDOWN SEE ATTACHED SUMMARY		POA

17	Sample Examination.
Item	UKAS	Standard	Description	Unit	£
17.1		n/a	Examination and description of a disturbed sample.	per sample	4.00
17.2		n/a	Extrusion, examination and description of an undisturbed sample.	per sample	6.00
17.3		n/a	Attendance of a technician for inspection of a sample by the Client.	per hour	18.00
17.4			Attendance of a technician to take samples for testing for the client.		60.00

18	Sample Storage
Item	UKAS	Standard	Description	Unit	£
18.1		n/a	Drill core box.	per week	2.15
18.2		n/a	Bulk disturbed sample.	per week	0.10
18.3		n/a	Undisturbed sample. (Temperature Controlled Room)	per week	0.60
18.4		n/a	Small disturbed and water sample.	per week	0.15
18.5			Core Storage outstanding from March		184.37
18.6			Courier Cost for sending from GEO Lab		25.00

19	Laboratory Staff
Item	UKAS	Standard	Description	Unit	£
19.1		n/a	Technical Manager.	per hour	55.00
19.2		n/a	Laboratory Manager.	per hour	35.00
19.20			Provison of JCB Driver and Machine and Fuel	Day	POA
19.20			Courier Costs to CELTEST via TNT Courier	day	POA
19.21			Courier Collection	Day	POA
19.21			Provision of Bowser Driver and 4X4 Vehicle to Mobilize around site	Day	POA
19.21			Bowser Driver extra over 4 hrs on site	hour	POA
19.22			Overnight Stay Hotel or B&B as requested	per 2 man crew per night	POA
19.24			Senior Geotechnical Engineer	hour	POA
19.24a			Overtime over Standard 10 Hours	Hour	POA
19.25			JCB/Breaker	Day	POA
19.26			Provision of 1 man technician to decommission existing installations under direction of Hyder Engineer 1 day including disposal of concrete & cover	1	165.00
19.27			Fuel cost	1	100.00
19.3		n/a	Deputy Laboratory Manager.	per hour	30.00
19.30			Courier Costs to EXOVA via TNT Courier		POA
19.4		n/a	Senior Technician.	per hour	25.00
19.5		n/a	Provision of 1 man labour to build hibernacula	per day	160.00
19.5.1			Provide 2 man hand pitting / reinstatement crew and undertake hand excavated trial pits / reinstate trial pits as directed -DAY SHIFT	Day	POA
19.6		n/a	Mileage.	per mile	0.45
19.7			Provision of 3 men labour to erect and install reptile fencing & hand excavate & install 28 no. reptile traps	Day	480.00
19.8			Provide qualified geologist to supervise 2 man hand pitting / reinstating crew - weekend rate	day	220.00
19.8			Provide technician and equipment to site and undertake water monitoring testing as requested	per day	POA
19.8		19.23	Subsistence for engineer for one night	Item	40.00
19.9			Provison of Senior Engineer to supervise works night shift saturday night Walkden Cattle Creep	shift	370.00
19.90			Provide Technician to carry out gas monitoring and purge and collect groundwater samples (3 rounds of monitoring and purging and sampling 1 round)	1	150.00

20	Contamination
Item	UKAS	Standard	Description	Unit	£
0.01			Cyanide (complex)		POA
20.1			Waste Acceptance Criteria (WAC) Solis - pH, ANC, LOI, TOC, PAH, TPH, BTEX, PCB BSEN 12457-3 Leachate - 2:1 and 8:1 leachate and calculation of LS10 in mg/kg As,Ba,Cd,Cr,Cu,Hg,Mo,Ni,Pb,Sb,Se,Zn, Sulphate, Chloride, Fluoride, Dissolved Solids, DOC, Phenol Index		300.00
20.10			Cyanide (complex) Cyanide (total) Cyanide (free) Thiocyanate Sulfur (elemental) Arsenic Cadmium Chromium Mercury Lead Selenium Total Petroleum Hydrocarbons PAH (total EPA 16) PCB as Aroclor 1242* Phenols (total) Asbestos (presence/absence)		POA
20.11			ICRCL Suite A&B		POA
20.12			Asbestos (screen)		15.00
20.13			6 day turnaround Form Reciept		25.00
20.14			Extractable Petroleum Hydrocarbons	1	17.00
20.2			Top soil Analysis BS 3882 pH,Organic Matter, Total Nitrogen, Available(Mg,K,P), Conductivity, Exchangeable Na, LOI		97.00
20.20			Ammoniacal Nitrogen		6.80
20.21			Sample Disposal		0.50
20.22			TPH Aliphatic/Aromatic Split		75.00
20.22			(BTEX) Benzene, toluene, ethylbenzene, xylene		25.00
20.23			Rapid Turnaround @25%		POA
20.24			PAH 16 EPA in Soil		20.00
20.25			PAH 16 EPA in water		30.00
20.27			ICRCL Suite Leachate Suite	1	90.00
20.28			Monohydric Phenol in Soil		6.00
20.29			Polychlorinated biphenyls (PCB) Euro 7		30.00
20.29			Group A (may pose hazards to health) Arsenic, Cadmium, Chromium Lead, Mercury, Nickel, Selenium.		16.00
20.3			Cardiff suite		POA
20.30			Group B (Phytotoxic - but not normally hazardous to health) Boron Water Sol, Copper, Nickel, Zinc.		8.00
20.31			Group C - (Organic contaminants) PAH,Phenols, Cyanide (Free), Cyanide (Complex),Thiocyanate , Sulphate, Sulphide, Sulphur,ph		51.00
20.32			Neal Soils Contamination Suite-arsenic, cadnium, chromium(total),copper, lead, mercury, nickel, selenium, zinc, speciated PAH USEPA16 (16 pahs includeing benzo(a)pyrene, dibenzo (a,h) anthracene and napthalene), SOM AND TPH CWG	1	95.00
20.35			MINERALISED NITROGEN-Nitrate, Nitrite,Ammonia, Kjedldahl Nitrogen, and Organic Matter		24.00
20.36			Kjeldahl Nitrogen		18.75
20.36			NWR Suite 2		75.00
20.36			NWR Suite 2		75.00
20.36			NWR Suite 2		75.00
20.36			Pyritic Sulphate	test	17.75
20.36			METALS: As(1), Cd(0.2), Cr(1), Cu(1),Pb(1), Ni(1), Se(0.3), Zn(1) Mercury	per suite	POA
20.36			LEACHATE As(1), Cd(0.2), Cr(1), Cu(1),Pb(1), Ni(1), Se(0.3), Zn(1) Mercury	per suite	POA
20.36			WRAS Suite	Suite	POA
20.36			Lead in Paint	per test	POA
20.36			NWR Suite 2		75.00
20.36			NWR Suite 2		75.00
20.36			NWR Suite 2		75.00
20.36			NWR Suite 2		75.00
20.37			Specified Suite:- Asbestos Screen, EPH Screen 5 Split-Metal Suie-PAH 16 Suite - WS Sulphate 2:1 - pH	1	62.50
20.38			Topsoil Testing Protocol-Table 1	1	355.00
20.39			HVS Topsoil Analysis	1	145.00
20.4			Various		POA
20.40			Quaterly Baseline Suite as Intermediate Suite	1	26.00
20.41			Six Monthly Long Term Monitoring: S04,TON,TOC,BOD,COD,Na,K,Ca,Mg,Fe,Mn,Cd,Cr,Cu,Ni,Pb,Zn,P	Per Suite	75.00
20.41			Microbial Activity		45.00
20.42			Arsenic	1	3.55
20.43			Mott MacDonald Basic Suite	suite	51.00
20.44			Mott MacDonald Comprehensive Suite		99.00
20.44			PLASTER	per test	POA
20.45			Mott MacDonald Leachate Comprehensive Suite		75.00
20.46			Banded EPH (C10-C40) please specify bands, PAH 16 EPA by HPLC,Oxygen demand - biochemical (BOD), Oxygen demand - chemical (COD), Heavy Metals.Cyanide - total Phenols by UV, Sulphate, Chloride, Fluoride, Phosphate Nitrate	Suite	150.00
20.5			Water Suite for Sewarage Disposal		90.00
20.6			Contam Soil Suite - As,Cd,Cr,Cu,Hg,Ni,Pb,Se,Zn,Boron - hot water soluble, Total Sulphate, Free Sulphur, pH, Total and Free Cyanide, Thiocyanate, Sulphide, Phenol-monohydric, Total PAH		POA
20.7			Contamination Suite (Client Spec)		POA
20.70			Combustibility	1	25.00
20.8			TPH (Speciated)		25.00
20.9			PAH (Speciated)		25.00

NDM	Nuclear Density Testing
Item	UKAS	Standard	Description	Unit	£
1.1			Half day NDM testing		POA
1.2		BS 1377 Part 9	Nuclear Density Meter BS 1377 Part 9	1	337.50

22	PSL
Item	UKAS	Standard	Description	Unit	£
22.100			Couriier sample to another laboratory		POA

09.6	Insitu Infiltration test (soakaway)
Item	UKAS	Standard	Description	Unit	£
09.6.1		BRE Digest	Mobilise technician and equipment to site and perform test on 300x300x300 mm pit		350.00
09.6.2		Bre Digest	Mobilise additional technician and equipment to site and perform test on 300x300x300 mm pit	per day	250.00
09.6.3			BRE Soakaway Test	Day	POA

23	Hire of
Item	UKAS	Standard	Description	Unit	£
01			Hire of ditch witch		200.00
02			Hire of Hand Vane	per week	25.00

24.0	WINDOW SAMPLES
Item	UKAS	Standard	Description	Unit	£
WS1			WS1/1.20 PSD, SO4 & Ph		POA
WS1			WS1/2.20 PSD		POA
WS2			WS2/1.60 NMC LL/PL		POA
WS2			WS2/0.80 NMC,ATTL		POA
WS3			WS3 PSD		POA
WS3			WS3/2.40 NMC,LL/PLTTL		POA
WS3			WS3/1.60 PSD		POA
WS5			WS5/2.00 NMC, LL/PL		POA
WS7/1.70-2.00			PI		POA
WS8/4.80-5.00			PSD		POA
WS9/2.50-2.80			PI		POA

25	TRIAL PITS
Item	UKAS	Standard	Description	Unit	£
H-1 Bulk			H-1 Bulk NMC/ATT COMP 2.5kG	Sample	POA
SP1A-SP1 I			SP1A-SP1B-SP1C-SP1D-SP1E-SP1F-SP1G-SP1H-SP1I PSD		POA
TP 8 1.00			TP8 1.00 MC/LLPL		POA
TP1			TP1-1.30 MC/LLPL	1	POA
TP1			TP1 0.80 NMC ATTL		POA
TP1			TP1 1.40 NMC AL/PL S04 PH		POA
TP1 3.00			TP1 3.00 PSD		POA
TP2			TP2 1.50 MC LLPL		POA
TP3 D 1.40			TP3 D 1.40 MC/LLPL SO4 PH		POA
TP4			TP 4 0.80 CBR RE		POA
TP4 D 2.40			TP4 D 2.40 MC/LLPL SO4 PH		POA
TP5			TP 5 0.80 CBR REM		POA
TP5 D 1.50			TP5 D 1.50 MC/LLPL		POA
TP7			TP7-0.70 SO4 & Ph		POA
TP7			TP7 1.20 NMC ATTL		POA
TP8			TP8 1.00m LL/PL NMC	1	POA
TPB			TPB D 1.00 MC/LLPL	1	POA
TPC D 1.00			TPC D 1.00 MC LL/PL	1	POA
TPD D 1.50			TPD D 1.50 MC/LLPL		POA
TS1 B 0.20			TS1 B 0.20 NMC/ATT PSD SED ORG		POA
TS2 B 0.20			TS2 B 0.20 NMC/ATT PSD SED ORG		POA
TS3 B 0.20			TS3 B 0.20 NMC/ATT PSD SED ORG		POA
TS4 B 0.20			TS4 B 0.20 NMC/ATT PSD SED ORG		POA

26	BOREHOLES
Item	UKAS	Standard	Description	Unit	£
BH1			BH1 7.40-8.00 NMC LLPL S04 & PH		POA
BH1 9.70-10.00 NMC L			BH1 9.70-10.00 NMC LLPL S04 & PH		POA
BH3			ATSBH003 D5 3.00, PSD D15 22.50 PSD		POA

GEO Laboratory Testing Services Ltd, Units 24-26, The Avenue, Delta Lakes, Llanelli, Carmarthenshire SA15 2DS

Tel: +44 (0) 1554 757 734 - Fax: +44 (0) 1554 775 107

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