| 1 |
Grain Size Analysis of Soil (dry) |
2720 - Part - 4 (1985) |
1000 |
Per sample |
Materials should be supplied by the agency |
| 2 |
Grain Size Analysis of Soil (wet) |
2720 - Part - 4 (1985) |
3000 |
Per sample |
Materials should be supplied by the agency |
| 3 |
Determination of Swell Pressure Test of Soil |
2720 part - 41 (1977) |
1000 |
Per sample |
Materials should be supplied by the agency |
| 4 |
Determination of Free Swell Index of Soil |
2720 part - 40 (1977) |
1000 |
Per sample |
Materials should be supplied by the agency |
| 5 |
Determination of CBR (Unsoaked) |
2720 part - 16 (1987) |
2500 |
Per sample |
Materials should be supplied by the agency |
| 6 |
Determination of CBR (Soaked) |
2720 part - 16 (1987) |
3000 |
Per sample |
Materials should be supplied by the agency |
| 7 |
Determination of OMC by Light Compaction Test (SPT) |
2720 part - 7 (1980) |
2000 |
Per sample |
Materials should be supplied by the agency |
| 8 |
Determination of OMC by Heavy Compaction test (MPT) |
2720 part - 8 (1983) |
3000 |
Per sample |
Materials should be supplied by the agency |
| 9 |
Determination of Liquid Limit by Casagrande Method and Determination of Plastic Limit |
2720 part - 5 (1985) |
500 |
Per sample |
Materials should be supplied by the agency |
| 10 |
Determination of Liquid Limit by Cone Penetration Method and Determination of Plastic Limit |
2722 part - 5 (1985) |
500 |
Per sample |
Materials should be supplied by the agency |
| 11 |
Determination of Shrinkage Limit |
2720 part - 6 (1972) |
500 |
Per sample |
Materials should be supplied by the agency |
| 12 |
Determination of Permeability Test of Soil |
2720 part - 17 (1986) |
1000 |
Per sample |
Materials should be supplied by the agency |
| 13 |
Determination of Specific Gravity |
2720 part - 3 (1980) |
500 |
Per sample |
Materials should be supplied by the agency |
| 14 |
Determination of Shear Strength |
2720 part - 13 (1986) |
1000 |
Per sample |
Materials should be supplied by the agency |
| 15 |
Determination of Unconfined Compressive Strength (UCS) |
2720 part - 10 (1991) |
1000 |
Per set (1 set = 3 Samples) |
Materials should be supplied by the agency |
| 16 |
DCP Test to Determine the Subgrade CBR |
ASTM D6951-0 |
2000 |
Two (2) location per km |
Transportation of personnel and equipment to be borne by agency |
| 17 |
Determination of In-Situ Density of Soil by Cone Cutter Method |
2720 part - 29 |
800 |
Per sample per location |
Transportation of personnel and equipment to be borne by agency |
| 18 |
Determination of In-Situ Density of Soil by Sand Replacement Test |
2720 part - 28 |
1000 |
Per sample per location |
Transportation of personnel and equipment to be borne by agency |
| 19 |
Determination of Specific Gravity and Water Absorption of Aggregate |
2386 part - 3 (1963) |
1000 |
Per sample |
Materials should be supplied by the agency |
| 20 |
Sieve Analysis of Aggregate |
2386 part - 1 (1963) |
1500 |
Per sample |
Materials should be supplied by the agency |
| 21 |
Determination of Aggregate Crushing Value |
2386 part - 4 (1963) |
1500 |
Per sample |
Materials should be supplied by the agency |
| 22 |
Determination of Aggregate Impact Value |
2386 part - 4 (1963) |
500 |
Per sample |
Materials should be supplied by the agency |
| 23 |
LOS Angeles Abrasion Test |
2386 part - 4 (1963) |
1000 |
Per sample |
Materials should be supplied by the agency |
| 24 |
Flakiness and Elongation Test of Aggregate |
2386 part - 1 (1963) |
1000 |
Per sample |
Materials should be supplied by the agency |
| 25 |
Determination Compressive Strength of Cement and Determination of Consistency of Cement |
As per IS - 5515/4031 part 6 (1988) and 2542 part - II/4031 part - 4 (1988) |
3000 |
Per sample |
Materials should be supplied by the agency |
| 26 |
Determination of Fineness of Cement by Sieving |
4031 part - 1 (1996) |
500 |
Per sample |
Materials should be supplied by the agency |
| 27 |
Soundness Test of Cement |
4031 part - 3 (1988) |
500 |
Per sample |
Materials should be supplied by the agency |
| 28 |
Schmidt Rebound Hammer Test |
13311-2 (1992) |
500 |
Per test (1 set for a grid of 9 points on 500mm × 500mm grid) |
Transportation of personnel and hammer to be borne by agency |
| 29 |
Determination of Initial and Final Setting Time of Cement |
4031 part - 5 (1988) |
1000 |
Per test |
Materials should be supplied by the agency |
| 30 |
Mix Design of Concrete M20 grade |
IS 10262: 2009 / IS 456 |
18000 |
Per Mix Design |
Materials and Admixture is to be supplied by the Agency |
| 31 |
Mix Design of Concrete M25 grade |
IS 10262: 2009 / IS 456 |
18000 |
Per Mix Design |
Materials and Admixture is to be supplied by the Agency |
| 32 |
Mix Design of Concrete M30 grade |
IS 10262: 2009 / IS 456 |
18000 |
Per Mix Design |
Materials and Admixture is to be supplied by the Agency |
| 33 |
Mix Design of Concrete M35 grade |
IS 10262: 2009 / IS 456 |
18000 |
Per Mix Design |
Materials and Admixture is to be supplied by the Agency |
| 34 |
Mix Design of Concrete M40 grade |
IS 10262: 2009 / IS 456 |
18000 |
Per Mix Design |
Materials and Admixture is to be supplied by the Agency |
| 35 |
Concrete Core Compressive Strength test |
IS 14858 / IS:516 Part IV |
1500 |
Per set |
# Core Test (1 Set = 3 Samples). The core supplied by the executing agency. |
| 36 |
Concrete Core Compressive Strength test (RCTRC sample collection) |
IS 14858 / IS:516 Part IV |
3000 |
Per set |
When the sample is collected by RCTRC (cost excludes transportation of machine). # Core Test (1 Set = 3 Samples) |
| 37 |
Concrete Cube Compressive Strength test |
IS 14858 / IS:516 |
750 |
Per set of 3 samples |
The cubes (150×150 mm) should be supplied by the executing authority |
| 38 |
Concrete Flexural Strength test |
IS 14858 / IS:516 |
2500 |
Per sample |
Materials should be supplied by the agency |
| 39 |
Workability of Concrete by Compaction Factor test |
7320 (1974) / 1199 (1959) |
1000 |
Per sample |
Materials should be supplied by the agency |
| 40 |
Determination of Penetration Value of Bitumen |
1203 (1978) |
1000 |
Per sample |
Materials should be supplied by the agency |
| 41 |
Determination of Softening Point of Bitumen |
1205 (1978) |
1000 |
Per sample |
Materials should be supplied by the agency |
| 42 |
Determination of Ductility of Bitumen |
1208 (1978) |
1000 |
Per sample |
Materials should be supplied by the agency |
| 43 |
Determination of Specific Gravity of Bitumen |
1202 (1978) |
1000 |
Per sample |
Materials should be supplied by the agency |
| 44 |
Determination of Flash & Fire Point |
1209 (1978) |
1000 |
Per sample |
Materials should be supplied by the agency |
| 45 |
Loss on Heat Test Bitumen |
1212 (1978) |
1000 |
Per sample |
Materials should be supplied by the agency |
| 46 |
Water Content of Bitumen |
1211 (1978) |
1000 |
Per sample |
Materials should be supplied by the agency |
| 47 |
Binder Extractor |
ASTM D2172 |
1000 |
Per sample |
Cost of Benzine would be provided by the Executing Agency |
| 48 |
Determination of Stripping Value |
IS 6241 (1971) |
1000 |
Per sample |
Materials should be supplied by the agency |
| 49 |
Determine Rebound Deflection (by Benkelman Beam) |
As per IRC:81 (1997) |
50000 |
Per Road up to 5 KM |
Heavy loaded vehicle to be arranged by concerned authority. Transportation of personnel and equipment to be borne by agency |
| 50 |
Undulation Recording Device (Straight Edge and Metric Wedge) |
IRC:SP:16-2004 |
500 |
Per location for a stretch of 300m longitudinally |
Transportation of personnel and equipment to be borne by agency |
| 51 |
Surface Irregularity (Merlin) |
TRL, RR 301 |
2000 |
Per 100 m length |
Transportation of personnel and equipment to be borne by agency |
| 52 |
Riding Quality (Bump Integrator) |
As per C.R.R.I |
3000 |
Per Km |
Transportation of personnel and equipment and necessary arrangement of carrier vehicle to be borne by agency |
| 53 |
Axle Load Survey |
IRC 37:2019 |
25000 |
Per Day |
Transportation of personnel and equipment to be borne by agency |
| 54 |
Falling Weight Deflectometer |
IRC:115-2014 / IRC:117-2014 |
100000 |
Per Road Up to 5KM |
Design of pavement as per IIT Pave. Transportation of personnel and equipment and necessary arrangement of carrier vehicle to be borne by agency |
| 55 |
Residue of 600 Micron IS Sieve (Emulsion Bitumen) |
IS 8887 |
500 |
Per Sample |
Materials should be supplied by the agency |
| 56 |
Viscosity by Saybolt Furol Viscometer (Emulsion Bitumen) |
IS 8887 |
500 |
Per Sample |
Materials should be supplied by the agency |
| 57 |
Storage Stability after 24 Hours (Emulsion Bitumen) |
IS 8887 |
500 |
Per Sample |
Materials should be supplied by the agency |
| 58 |
Residue by Evaporation (Emulsion Bitumen) |
IS 8887 |
500 |
Per Sample |
Materials should be supplied by the agency |
| 59 |
Method for Determination of Miscibility with Water (Emulsion Bitumen) |
IS 8887 |
500 |
Per Sample |
Materials should be supplied by the agency |
| 60 |
Coating Ability and Water (Emulsion Bitumen) |
IS 8887 |
500 |
Per Sample |
Materials should be supplied by the agency |
| 61 |
Miscibility with Water (Emulsion Bitumen) |
IS 8887 |
500 |
Per Sample |
Materials should be supplied by the agency |
