S.No.
A
1
2
3
4
5
6
7
8
9
10
11
12
B
1
2
3
4
5
6
C
1
2
D
1
2
E
1
2
3
4
5
F
1
2
3
4
5
NAME OF TEST
PHYSICAL AND MECHANICAL PROPERTIES OF BUILDING STONE
True specific Gravity
Apparent specific gravity
Absorption
Porosity
Toughness by Impact
Wearing resistance by Abrasion
Hardness by Attrition
Compressive Strength
Transverse Strength
Weathering Test (20 cycles)
Durability Test (20 cycle)
Preparation of sample for test on serial no 5,6,7:
CEMENT CONCRETE TILES ( TERRAZZO OR MOSAIC & OTHER)
Transverse Strength ( for one set of minimum 6 pieces)
Resistance to wear (for one set of minimum 6 pieces) on 50x50 test pieces
Absorption
Warpage
Impact Strength (for one set of minimum 3 pieces)
Crazing test (for set of 3 pieces)
NOTE-Preparation of 3 sample for test on serial no -2
HOLLOW CEMENT CONCRETE BLOCK
Compressive strength
Determination of Bulk Density
TIMBERS
Determination of Moisture content
Static Bending test
TESTING OF BRICKS
Crushing strength (for one set of minimum 3 pieces)
Absorption (for one set of minimum 3 pieces)
Moisture content (for one set of minimum 3 pieces)
Dimension (for one set of minimum 3 pieces)
Efflorescence (for one set of minimum 3 pieces)
TESTING OF BUILDING LIMES
Fineness Test
Soundness test
Compressive strength
Transverse Strength
Setting Time Test
Rates (Rs)
1020
1020
840
1020
1680
2340
2340
1680
1680
3960
3960
660
1020
1020
840
1020
1680
2340
2340
1680
1680
3960
3960
660
1020
1500
1500
1500
1500
1500
1020
1680
2340
1020
1680
1
(G)
1
2
3
4
5
6
7
(H)
1
2
3
4
5
(I)
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
(J)
1
2
3
4
5
TESTING OF CEMENT
Fineness Test (By Sieve)
Setting Time Test
Soundness test
Compressive Strength
Tensile Strength
Fineness Test (By Air- Permeability)
Specific Gravity
TESTING OF CEMENT CONCRETE
Flexural Strength (10 x 10 x 50 cm Beam )
Compressive strength (for one set of minimum 3 Pieces)
Workability (Compaction Factor & Slump)
Absorption (for one set of minimum 3 pieces)
Concrete Mix Design (Including the test of Materials )
TESTING OF AGGREGATES
Shape Test (Elongation Index, Flakiness Index Angularity Number) Each
Surface Area Test
Fineness Modulus
Grading Analysis
Bulk Density
Absorption Test
Los Angeles Abrasion Test
Impact Test
Crushing Value
Bitumen adhesion test for aggregates (Stripping Test)
Silt Content test of sand
Deleterious Materials of Aggregate
Moisture content of Aggregate
Specific Gravity
Bulk Density
Soundness test
NOTE-Preparation of sample for test if required
BITUMEN AND BITUMINOUS CONCRETE
Specific Gravity
Penetration Value
Viscosity
Softening Point
Density
Design of Bituminous Concrete by Marshal Method for one Set of
6 Conditions
(K)
TESTING OF CONCRETE PILES
1 Straightness Test
2 Load Bearing Test
3 Absorption (for one set of minimum 3 pieces)
1020
2640
2640
3300
1980
2340
1680
1980
1500
2340
1500
27000
1980
1500
1500
1500
1020
840
2340
1500
1500
3000
1020
1500
1020
1020
1020
3960
1020
1500
1500
1500
1500
27000
1020
3300
1680
2
4 Hydraulic Test
NOTE: For piles above 200 mm diameter, the rate shall be 50% higher
(L)
TEST ON WATER SAMPLE
1 Determination of total solids, suspended solids, volatile and non-volatile
2 solids
Determination of pH by Meter
3 Determination of colour units by Cinto meter
4 Sieve analysis for sand sample
5 Determination of mineral and non mineral acidity
6 Determination of alkalinity (OH,HCO3,CO3,alkalinity
7 Determination of chloride
8 Determination of chloride demand
9 Determination of Break point chlorination dose
10 Determination of residual chlorine
11 Determination of Hardness by EDTA Method
12 Determination of Ca
13 Determination of Mg
14 Determination of SO4
15 Determination of NO3
16 Determination of Dissolved Oxygen (D.O.)
17 M.P.N. Test
18 Plate Count Method
19 Determination of Turbidity
Test on Sewage & Industrial Waste
20 Determination of different solids
21 Determination of Sludge Volume Index (S.V.I.)
22 Determination of pH
23 B.O.D Test
24 C.O.D Test
25 Oxygen absorption Test
26 Determination of NH3-Nitrogen
27 Determination of NOy-Nitrogen
28 Determination of NO3-Nitrogen
29 Determination of oil & Grease
Acidity solubility test; for cement concrete, asbestos-Cement, Stone ware
30 & glazed pipe and fitting
31 Water absorption Test for asbestos cement pipe.
Salt
stone ware
& pipeof&Magnesium
fitting
Testglazed
for resistance
to action
Sulphate for glazed Stone Ware
32 pipes. Gutters and fittings.
33 Test of leakage of pipes. Gutters and fittings.
34 Visiting site, for investigation and collection of samples.
TEST OF SHUTTERS AND DOORS
(M)
1 End Immersion Test
2 Glue Adhesion Test
3 Knife Test
6600
2640
1320
1020
1680
1500
1500
1500
1980
3300
1680
1500
1020
1020
1320
1320
1680
3300
3300
1020
2640
1680
1320
4980
2640
1680
1680
1680
1680
1680
2640
1320
2640
1680
3300
3960
2340
1320
3
SURVEYING
Topography of area (Contour Map) Minimum of Rs. 1000/- per site generally Rs. 5000/- Per
1 acre, but actual rate may be more or less and shall be decided for each individually.
2 Detailing and fixing of boundaries. 2500/- acre.
TESTING OF F.R.P. SHEETS
(O)
3000
1 Bending Test
1020
2 Thickness Test
1020
3 Bolt - Shear Test
(P)
TEST ON SOILS
3300
1 Inspection and advice for soil investigation
1680
2 Water Content and Bulk Density
3 Atterberg's Limit
1980
(i) Liquid Limit
1500
(ii) Plastic Limit
1980
(iii) Shrinkage Limit
1500
4 Linear Shrinkage Limit
5 Particle Size Analysis of Soil
1500
(i)
Sieve Analysis
3960
(ii) Hydrometer Analysis
1500
6 Specific Gravity of Soil
3960
7 Density Index (Relative Density) swelling index-500
3300
8 Classification of soil as per I.S. code
1020
9 Percentage gravel content
3300
10 Unconfined compression Test on cohesive soil
11 Tri-axial compression test on 38 mm diameter undisturbed sample:
6600
i) Un-consolidated un-drained Test
ii) Consolidated Un-Drained Test without pore water pressure
8280
Measurements
iii) Consolidated Un-drained Test without pore water pressure
11580
Measurements
a)
For
Silts
and
clayey
silts
&
b)For
clay
14880
iv)Consolidated-Drained Test on a) Sand & b) for Clays
12 Direct shear test on 6 cm x 6cm specimen
4980
i)Quick Share Test
6600
ii)Consolidated Share Test
32400
13 SBC by Plate Load Test
(N)
14 SBC by Triaxial /Direct shear Lab Test
15 C.B.R. Test at a specified water content & dry density
16 Consolidation Test on 65 mm dia specimen
17
Allowable Bearing Pressure of soil ( i.e. safe value based on share on as
well as settlement criteria); Test conducted on undisturbed soil S.P.T.
18 Permeability Test on undisturbed sample
a) Course grained soil (constant head)
b) Fine grained soil (Falling head)
19 Compaction Test
a) Standard proctor
19800
8280
16500
24300
4980
4980
3300
4
b) Modified proctor
c) Harvard moisture compaction Test
20 In situ sub grade bearing value by North Dakota Cone
Visiting site, collection of sample from open pit ( Max. size of sample 100
21 mm dia & 450 mm long
Proctor penetration resistance test conducted to supplement with
22 compaction Test vide S.No. 20 (a) & ( b)
23 Total soluble solids determination
24 Calcium carbonate determination vide IS 2720-1972
25 Calcium carbonate determination vide IS 2720-1966
26 A) Exchangeable metallic anions
B) Exchangeable Hydrogen anions
27 Silica sesquixide ration determination
28 pH value determination
29 Total soluble sulphates determination
30 Textural classification
31 Static cone penetration test
32 Dynamic cone penetration
Other testing and consultancy work
1 F.R.P. Man hole cover
New Tests/Consultancy work
1 Free Swelling Index
2 Preparation of soil sample for Triaxial Test
3 Pile Load Test
4 Swelling Pressure Test
5 Field CBR Test (Minimum charge)
6 Resilient Modulus Test (Minimum charge)
7 Tensile strength test of Geosynthetics/Geogrid
8 Puncture test of Geosynthetics/Geogrid
9 Weight per meter length
10 Diameter of deformed bars
11 Bend test
12 Rebound Test
13 Ultimate Tensile strength
14 Percentage elongation
15 0.2% proof stress
16 Strength of Weld joint
17 Rebound Hammer test on Concrete (Minimum charge)
18 Ultrasonic Pulse Velocity (Minimum charge)
19 Half cell potentiometer (Minimum charge)
20 Electrical Resistivity (Minimum charge)
21 Determination of Rheological parameters (Minimum charge)
22 Shrinkage of cementation material (Minimum charge)
3300
3300
3300
3960
1500
1320
1320
1320
1980
1980
1980
1500
1980
1500
1500
19800
18000
1500
3300
32400
7500
30000
30000
2700
2700
1350
1350
1350
1350
2700
2700
7200
2700
30000
30000
30000
30000
30000
30000
5