Sambhar Salts Limited Tender

Location 4 Garage Room , Supplying, Providing, Laying and Fixing of Geosynthetic Cementitious Composite Mat (GCCM) should have the following in-service performance properties and having minimum testing values mentioned 1. GCCM Classification as per ASTM D8364 GCCM specification assure the quality parameters of GCCMs in three types to comply against different erosion control applications. 2. Minimum Thickness as per ASTM D5199 must greater than 4.5 mm (Thickness of GCCM must be same before and after curing to ensure the finished lining of product) 3. Initial Flexural Strength (cured 24 hrs) ASTM D8058 should be greater than 3.5 MPa (1st crack in cementitious material) Initial Flexural strength is measure of tensile strength. It provides great connect with soil and absorbs ground movement behaviour that allow it to stretch up to 5percentage of its original size i.e., 50 mm per 1 m width. Also, it gives plastic bucket failure mode to product. 4. Compressive Strength (cured 28 days) as per ASTM D8329 should be greater than 40 Mpa (Compressive Strength gives weight carrying which must meet capacity up to 40 metric tonnes per square meter area for type I GCCMs and important to sustain high loads for long-term durability). 5. As per Technical Specification

Location 5 G.M. Office ET P and G Section , Supplying, Providing, Laying and Fixing of Geosynthetic Cementitious Composite Mat (GCCM) should have the following in-service performance properties and having minimum testing values mentioned 1. GCCM Classification as per ASTM D8364 GCCM specification assure the quality parameters of GCCMs in three types to comply against different erosion control applications. 2. Minimum Thickness as per ASTM D5199 must greater than 4.5 mm (Thickness of GCCM must be same before and after curing to ensure the finished lining of product) 3. Initial Flexural Strength (cured 24 hrs) ASTM D8058 should be greater than 3.5 MPa (1st crack in cementitious material) Initial Flexural strength is measure of tensile strength. It provides great connect with soil and absorbs ground movement behaviour that allow it to stretch up to 5percentage of its original size i.e., 50 mm per 1 m width. Also, it gives plastic bucket failure mode to product. 4. Compressive Strength (cured 28 days) as per ASTM D8329 should be greater than 40 Mpa (Compressive Strength gives weight carrying which must meet capacity up to 40 metric tonnes per square meter area for type I GCCMs and important to sustain high loads for long-term durability). 5. As per Technical Specification

Location 6 Treasury Room S 26 , Supplying, Providing, Laying and Fixing of Geosynthetic Cementitious Composite Mat (GCCM) should have the following in-service performance properties and having minimum testing values mentioned 1. GCCM Classification as per ASTM D8364 GCCM specification assure the quality parameters of GCCMs in three types to comply against different erosion control applications. 2. Minimum Thickness as per ASTM D5199 must greater than 4.5 mm (Thickness of GCCM must be same before and after curing to ensure the finished lining of product) 3. Initial Flexural Strength (cured 24 hrs) ASTM D8058 should be greater than 3.5 MPa (1st crack in cementitious material) Initial Flexural strength is measure of tensile strength. It provides great connect with soil and absorbs ground movement behaviour that allow it to stretch up to 5percentage of its original size i.e., 50 mm per 1 m width. Also, it gives plastic bucket failure mode to product. 4. Compressive Strength (cured 28 days) as per ASTM D8329 should be greater than 40 Mpa (Compressive Strength gives weight carrying which must meet capacity up to 40 metric tonnes per square meter area for type I GCCMs and important to sustain high loads for long-term durability). 5. As per Technical Specification

Location 7 Saini Room , Supplying, Providing, Laying and Fixing of Geosynthetic Cementitious Composite Mat (GCCM) should have the following in-service performance properties and having minimum testing values mentioned 1. GCCM Classification as per ASTM D8364 GCCM specification assure the quality parameters of GCCMs in three types to comply against different erosion control applications. 2. Minimum Thickness as per ASTM D5199 must greater than 4.5 mm (Thickness of GCCM must be same before and after curing to ensure the finished lining of product) 3. Initial Flexural Strength (cured 24 hrs) ASTM D8058 should be greater than 3.5 MPa (1st crack in cementitious material) Initial Flexural strength is measure of tensile strength. It provides great connect with soil and absorbs ground movement behaviour that allow it to stretch up to 5percentage of its original size i.e., 50 mm per 1 m width. Also, it gives plastic bucket failure mode to product. 4. Compressive Strength (cured 28 days) as per ASTM D8329 should be greater than 40 Mpa (Compressive Strength gives weight carrying which must meet capacity up to 40 metric tonnes per square meter area for type I GCCMs and important to sustain high loads for long-term durability). 5. As per Technical Specification

Location 8 C.T. Room , Supplying, Providing, Laying and Fixing of Geosynthetic Cementitious Composite Mat (GCCM) should have the following in-service performance properties and having minimum testing values mentioned 1. GCCM Classification as per ASTM D8364 GCCM specification assure the quality parameters of GCCMs in three types to comply against different erosion control applications. 2. Minimum Thickness as per ASTM D5199 must greater than 4.5 mm (Thickness of GCCM must be same before and after curing to ensure the finished lining of product) 3. Initial Flexural Strength (cured 24 hrs) ASTM D8058 should be greater than 3.5 MPa (1st crack in cementitious material) Initial Flexural strength is measure of tensile strength. It provides great connect with soil and absorbs ground movement behaviour that allow it to stretch up to 5percentage of its original size i.e., 50 mm per 1 m width. Also, it gives plastic bucket failure mode to product. 4. Compressive Strength (cured 28 days) as per ASTM D8329 should be greater than 40 Mpa (Compressive Strength gives weight carrying which must meet capacity up to 40 metric tonnes per square meter area for type I GCCMs and important to sustain high loads for long-term durability). 5. As per Technical Specification

Location 9 Residential Building S 37 , Supplying, Providing, Laying and Fixing of Geosynthetic Cementitious Composite Mat (GCCM) should have the following in-service performance properties and having minimum testing values mentioned 1. GCCM Classification as per ASTM D8364 GCCM specification assure the quality parameters of GCCMs in three types to comply against different erosion control applications. 2. Minimum Thickness as per ASTM D5199 must greater than 4.5 mm (Thickness of GCCM must be same before and after curing to ensure the finished lining of product) 3. Initial Flexural Strength (cured 24 hrs) ASTM D8058 should be greater than 3.5 MPa (1st crack in cementitious material) Initial Flexural strength is measure of tensile strength. It provides great connect with soil and absorbs ground movement behaviour that allow it to stretch up to 5percentage of its original size i.e., 50 mm per 1 m width. Also, it gives plastic bucket failure mode to product. 4. Compressive Strength (cured 28 days) as per ASTM D8329 should be greater than 40 Mpa (Compressive Strength gives weight carrying which must meet capacity up to 40 metric tonnes per square meter area for type I GCCMs and important to sustain high loads for long-term durability). 5. As per Technical Specification

Location 10 S 19 Building , Supplying, Providing, Laying and Fixing of Geosynthetic Cementitious Composite Mat (GCCM) should have the following in-service performance properties and having minimum testing values mentioned 1. GCCM Classification as per ASTM D8364 GCCM specification assure the quality parameters of GCCMs in three types to comply against different erosion control applications. 2. Minimum Thickness as per ASTM D5199 must greater than 4.5 mm (Thickness of GCCM must be same before and after curing to ensure the finished lining of product) 3. Initial Flexural Strength (cured 24 hrs) ASTM D8058 should be greater than 3.5 MPa (1st crack in cementitious material) Initial Flexural strength is measure of tensile strength. It provides great connect with soil and absorbs ground movement behaviour that allow it to stretch up to 5percentage of its original size i.e., 50 mm per 1 m width. Also, it gives plastic bucket failure mode to product. 4. Compressive Strength (cured 28 days) as per ASTM D8329 should be greater than 40 Mpa (Compressive Strength gives weight carrying which must meet capacity up to 40 metric tonnes per square meter area for type I GCCMs and important to sustain high loads for long-term durability). 5. As per Technical Specification

Location 11 S 20 Building , Supplying, Providing, Laying and Fixing of Geosynthetic Cementitious Composite Mat (GCCM) should have the following in-service performance properties and having minimum testing values mentioned 1. GCCM Classification as per ASTM D8364 GCCM specification assure the quality parameters of GCCMs in three types to comply against different erosion control applications. 2. Minimum Thickness as per ASTM D5199 must greater than 4.5 mm (Thickness of GCCM must be same before and after curing to ensure the finished lining of product) 3. Initial Flexural Strength (cured 24 hrs) ASTM D8058 should be greater than 3.5 MPa (1st crack in cementitious material) Initial Flexural strength is measure of tensile strength. It provides great connect with soil and absorbs ground movement behaviour that allow it to stretch up to 5percentage of its original size i.e., 50 mm per 1 m width. Also, it gives plastic bucket failure mode to product. 4. Compressive Strength (cured 28 days) as per ASTM D8329 should be greater than 40 Mpa (Compressive Strength gives weight carrying which must meet capacity up to 40 metric tonnes per square meter area for type I GCCMs and important to sustain high loads for long-term durability). 5. As per Technical Specification

Location 12 S 39 Building , Supplying, Providing, Laying and Fixing of Geosynthetic Cementitious Composite Mat (GCCM) should have the following in-service performance properties and having minimum testing values mentioned 1. GCCM Classification as per ASTM D8364 GCCM specification assure the quality parameters of GCCMs in three types to comply against different erosion control applications. 2. Minimum Thickness as per ASTM D5199 must greater than 4.5 mm (Thickness of GCCM must be same before and after curing to ensure the finished lining of product) 3. Initial Flexural Strength (cured 24 hrs) ASTM D8058 should be greater than 3.5 MPa (1st crack in cementitious material) Initial Flexural strength is measure of tensile strength. It provides great connect with soil and absorbs ground movement behaviour that allow it to stretch up to 5percentage of its original size i.e., 50 mm per 1 m width. Also, it gives plastic bucket failure mode to product. 4. Compressive Strength (cured 28 days) as per ASTM D8329 should be greater than 40 Mpa (Compressive Strength gives weight carrying which must meet capacity up to 40 metric tonnes per square meter area for type I GCCMs and important to sustain high loads for long-term durability). 5. As per Technical Specification

Location 13 S 40 Building , Supplying, Providing, Laying and Fixing of Geosynthetic Cementitious Composite Mat (GCCM) should have the following in-service performance properties and having minimum testing values mentioned 1. GCCM Classification as per ASTM D8364 GCCM specification assure the quality parameters of GCCMs in three types to comply against different erosion control applications. 2. Minimum Thickness as per ASTM D5199 must greater than 4.5 mm (Thickness of GCCM must be same before and after curing to ensure the finished lining of product) 3. Initial Flexural Strength (cured 24 hrs) ASTM D8058 should be greater than 3.5 MPa (1st crack in cementitious material) Initial Flexural strength is measure of tensile strength. It provides great connect with soil and absorbs ground movement behaviour that allow it to stretch up to 5percentage of its original size i.e., 50 mm per 1 m width. Also, it gives plastic bucket failure mode to product. 4. Compressive Strength (cured 28 days) as per ASTM D8329 should be greater than 40 Mpa (Compressive Strength gives weight carrying which must meet capacity up to 40 metric tonnes per square meter area for type I GCCMs and important to sustain high loads for long-term durability). 5. As per Technical Specification

Location 14 S 41 Building , Supplying, Providing, Laying and Fixing of Geosynthetic Cementitious Composite Mat (GCCM) should have the following in-service performance properties and having minimum testing values mentioned 1. GCCM Classification as per ASTM D8364 GCCM specification assure the quality parameters of GCCMs in three types to comply against different erosion control applications. 2. Minimum Thickness as per ASTM D5199 must greater than 4.5 mm (Thickness of GCCM must be same before and after curing to ensure the finished lining of product) 3. Initial Flexural Strength (cured 24 hrs) ASTM D8058 should be greater than 3.5 MPa (1st crack in cementitious material) Initial Flexural strength is measure of tensile strength. It provides great connect with soil and absorbs ground movement behaviour that allow it to stretch up to 5percentage of its original size i.e., 50 mm per 1 m width. Also, it gives plastic bucket failure mode to product. 4. Compressive Strength (cured 28 days) as per ASTM D8329 should be greater than 40 Mpa (Compressive Strength gives weight carrying which must meet capacity up to 40 metric tonnes per square meter area for type I GCCMs and important to sustain high loads for long-term durability). 5. As per Technical Specification

Location 15 S 42 Building , Supplying, Providing, Laying and Fixing of Geosynthetic Cementitious Composite Mat (GCCM) should have the following in-service performance properties and having minimum testing values mentioned 1. GCCM Classification as per ASTM D8364 GCCM specification assure the quality parameters of GCCMs in three types to comply against different erosion control applications. 2. Minimum Thickness as per ASTM D5199 must greater than 4.5 mm (Thickness of GCCM must be same before and after curing to ensure the finished lining of product) 3. Initial Flexural Strength (cured 24 hrs) ASTM D8058 should be greater than 3.5 MPa (1st crack in cementitious material) Initial Flexural strength is measure of tensile strength. It provides great connect with soil and absorbs ground movement behaviour that allow it to stretch up to 5percentage of its original size i.e., 50 mm per 1 m width. Also, it gives plastic bucket failure mode to product. 4. Compressive Strength (cured 28 days) as per ASTM D8329 should be greater than 40 Mpa (Compressive Strength gives weight carrying which must meet capacity up to 40 metric tonnes per square meter area for type I GCCMs and important to sustain high loads for long-term durability). 5. As per Technical Specification

Location 16 S 43 Building , Supplying, Providing, Laying and Fixing of Geosynthetic Cementitious Composite Mat (GCCM) should have the following in-service performance properties and having minimum testing values mentioned 1. GCCM Classification as per ASTM D8364 GCCM specification assure the quality parameters of GCCMs in three types to comply against different erosion control applications. 2. Minimum Thickness as per ASTM D5199 must greater than 4.5 mm (Thickness of GCCM must be same before and after curing to ensure the finished lining of product) 3. Initial Flexural Strength (cured 24 hrs) ASTM D8058 should be greater than 3.5 MPa (1st crack in cementitious material) Initial Flexural strength is measure of tensile strength. It provides great connect with soil and absorbs ground movement behaviour that allow it to stretch up to 5percentage of its original size i.e., 50 mm per 1 m width. Also, it gives plastic bucket failure mode to product. 4. Compressive Strength (cured 28 days) as per ASTM D8329 should be greater than 40 Mpa (Compressive Strength gives weight carrying which must meet capacity up to 40 metric tonnes per square meter area for type I GCCMs and important to sustain high loads for long-term durability). 5. As per Technical Specification

Location 17 S 44 Building , Supplying, Providing, Laying and Fixing of Geosynthetic Cementitious Composite Mat (GCCM) should have the following in-service performance properties and having minimum testing values mentioned 1. GCCM Classification as per ASTM D8364 GCCM specification assure the quality parameters of GCCMs in three types to comply against different erosion control applications. 2. Minimum Thickness as per ASTM D5199 must greater than 4.5 mm (Thickness of GCCM must be same before and after curing to ensure the finished lining of product) 3. Initial Flexural Strength (cured 24 hrs) ASTM D8058 should be greater than 3.5 MPa (1st crack in cementitious material) Initial Flexural strength is measure of tensile strength. It provides great connect with soil and absorbs ground movement behaviour that allow it to stretch up to 5percentage of its original size i.e., 50 mm per 1 m width. Also, it gives plastic bucket failure mode to product. 4. Compressive Strength (cured 28 days) as per ASTM D8329 should be greater than 40 Mpa (Compressive Strength gives weight carrying which must meet capacity up to 40 metric tonnes per square meter area for type I GCCMs and important to sustain high loads for long-term durability). 5. As per Technical Specification

Location 18 G 1 Building , Supplying, Providing, Laying and Fixing of Geosynthetic Cementitious Composite Mat (GCCM) should have the following in-service performance properties and having minimum testing values mentioned 1. GCCM Classification as per ASTM D8364 GCCM specification assure the quality parameters of GCCMs in three types to comply against different erosion control applications. 2. Minimum Thickness as per ASTM D5199 must greater than 4.5 mm (Thickness of GCCM must be same before and after curing to ensure the finished lining of product) 3. Initial Flexural Strength (cured 24 hrs) ASTM D8058 should be greater than 3.5 MPa (1st crack in cementitious material) Initial Flexural strength is measure of tensile strength. It provides great connect with soil and absorbs ground movement behaviour that allow it to stretch up to 5percentage of its original size i.e., 50 mm per 1 m width. Also, it gives plastic bucket failure mode to product. 4. Compressive Strength (cured 28 days) as per ASTM D8329 should be greater than 40 Mpa (Compressive Strength gives weight carrying which must meet capacity up to 40 metric tonnes per square meter area for type I GCCMs and important to sustain high loads for long-term durability). 5. As per Technical Specification

Location 19 G 2 Building , Supplying, Providing, Laying and Fixing of Geosynthetic Cementitious Composite Mat (GCCM) should have the following in-service performance properties and having minimum testing values mentioned 1. GCCM Classification as per ASTM D8364 GCCM specification assure the quality parameters of GCCMs in three types to comply against different erosion control applications. 2. Minimum Thickness as per ASTM D5199 must greater than 4.5 mm (Thickness of GCCM must be same before and after curing to ensure the finished lining of product) 3. Initial Flexural Strength (cured 24 hrs) ASTM D8058 should be greater than 3.5 MPa (1st crack in cementitious material) Initial Flexural strength is measure of tensile strength. It provides great connect with soil and absorbs ground movement behaviour that allow it to stretch up to 5percentage of its original size i.e., 50 mm per 1 m width. Also, it gives plastic bucket failure mode to product. 4. Compressive Strength (cured 28 days) as per ASTM D8329 should be greater than 40 Mpa (Compressive Strength gives weight carrying which must meet capacity up to 40 metric tonnes per square meter area for type I GCCMs and important to sustain high loads for long-term durability). 5. As per Technical Specification

Location 20 G 3 Building , Supplying, Providing, Laying and Fixing of Geosynthetic Cementitious Composite Mat (GCCM) should have the following in-service performance properties and having minimum testing values mentioned 1. GCCM Classification as per ASTM D8364 GCCM specification assure the quality parameters of GCCMs in three types to comply against different erosion control applications. 2. Minimum Thickness as per ASTM D5199 must greater than 4.5 mm (Thickness of GCCM must be same before and after curing to ensure the finished lining of product) 3. Initial Flexural Strength (cured 24 hrs) ASTM D8058 should be greater than 3.5 MPa (1st crack in cementitious material) Initial Flexural strength is measure of tensile strength. It provides great connect with soil and absorbs ground movement behaviour that allow it to stretch up to 5percentage of its original size i.e., 50 mm per 1 m width. Also, it gives plastic bucket failure mode to product. 4. Compressive Strength (cured 28 days) as per ASTM D8329 should be greater than 40 Mpa (Compressive Strength gives weight carrying which must meet capacity up to 40 metric tonnes per square meter area for type I GCCMs and important to sustain high loads for long-term durability). 5. As per Technical Specification

Location 21 G 4 Building , Supplying, Providing, Laying and Fixing of Geosynthetic Cementitious Composite Mat (GCCM) should have the following in-service performance properties and having minimum testing values mentioned 1. GCCM Classification as per ASTM D8364 GCCM specification assure the quality parameters of GCCMs in three types to comply against different erosion control applications. 2. Minimum Thickness as per ASTM D5199 must greater than 4.5 mm (Thickness of GCCM must be same before and after curing to ensure the finished lining of product) 3. Initial Flexural Strength (cured 24 hrs) ASTM D8058 should be greater than 3.5 MPa (1st crack in cementitious material) Initial Flexural strength is measure of tensile strength. It provides great connect with soil and absorbs ground movement behaviour that allow it to stretch up to 5percentage of its original size i.e., 50 mm per 1 m width. Also, it gives plastic bucket failure mode to product. 4. Compressive Strength (cured 28 days) as per ASTM D8329 should be greater than 40 Mpa (Compressive Strength gives weight carrying which must meet capacity up to 40 metric tonnes per square meter area for type I GCCMs and important to sustain high loads for long-term durability). 5. As per Technical Specification

Location 22 Hospital Premises S 6 , Supplying, Providing, Laying and Fixing of Geosynthetic Cementitious Composite Mat (GCCM) should have the following in-service performance properties and having minimum testing values mentioned 1. GCCM Classification as per ASTM D8364 GCCM specification assure the quality parameters of GCCMs in three types to comply against different erosion control applications. 2. Minimum Thickness as per ASTM D5199 must greater than 4.5 mm (Thickness of GCCM must be same before and after curing to ensure the finished lining of product) 3. Initial Flexural Strength (cured 24 hrs) ASTM D8058 should be greater than 3.5 MPa (1st crack in cementitious material) Initial Flexural strength is measure of tensile strength. It provides great connect with soil and absorbs ground movement behaviour that allow it to stretch up to 5percentage of its original size i.e., 50 mm per 1 m width. Also, it gives plastic bucket failure mode to product. 4. Compressive Strength (cured 28 days) as per ASTM D8329 should be greater than 40 Mpa (Compressive Strength gives weight carrying which must meet capacity up to 40 metric tonnes per square meter area for type I GCCMs and important to sustain high loads for long-term durability). 5. As per Technical Specification

Location 23 Hospital Premises S 162 , Supplying, Providing, Laying and Fixing of Geosynthetic Cementitious Composite Mat (GCCM) should have the following in-service performance properties and having minimum testing values mentioned 1. GCCM Classification as per ASTM D8364 GCCM specification assure the quality parameters of GCCMs in three types to comply against different erosion control applications. 2. Minimum Thickness as per ASTM D5199 must greater than 4.5 mm (Thickness of GCCM must be same before and after curing to ensure the finished lining of product) 3. Initial Flexural Strength (cured 24 hrs) ASTM D8058 should be greater than 3.5 MPa (1st crack in cementitious material) Initial Flexural strength is measure of tensile strength. It provides great connect with soil and absorbs ground movement behaviour that allow it to stretch up to 5percentage of its original size i.e., 50 mm per 1 m width. Also, it gives plastic bucket failure mode to product. 4. Compressive Strength (cured 28 days) as per ASTM D8329 should be greater than 40 Mpa (Compressive Strength gives weight carrying which must meet capacity up to 40 metric tonnes per square meter area for type I GCCMs and important to sustain high loads for long-term durability). 5. As per Technical Specification

Location 24 Hospital Premises S 146 , Supplying, Providing, Laying and Fixing of Geosynthetic Cementitious Composite Mat (GCCM) should have the following in-service performance properties and having minimum testing values mentioned 1. GCCM Classification as per ASTM D8364 GCCM specification assure the quality parameters of GCCMs in three types to comply against different erosion control applications. 2. Minimum Thickness as per ASTM D5199 must greater than 4.5 mm (Thickness of GCCM must be same before and after curing to ensure the finished lining of product) 3. Initial Flexural Strength (cured 24 hrs) ASTM D8058 should be greater than 3.5 MPa (1st crack in cementitious material) Initial Flexural strength is measure of tensile strength. It provides great connect with soil and absorbs ground movement behaviour that allow it to stretch up to 5percentage of its original size i.e., 50 mm per 1 m width. Also, it gives plastic bucket failure mode to product. 4. Compressive Strength (cured 28 days) as per ASTM D8329 should be greater than 40 Mpa (Compressive Strength gives weight carrying which must meet capacity up to 40 metric tonnes per square meter area for type I GCCMs and important to sustain high loads for long-term durability). 5. As per Technical Specification

Location 25 Hospital Premises S 8 , Supplying, Providing, Laying and Fixing of Geosynthetic Cementitious Composite Mat (GCCM) should have the following in-service performance properties and having minimum testing values mentioned 1. GCCM Classification as per ASTM D8364 GCCM specification assure the quality parameters of GCCMs in three types to comply against different erosion control applications. 2. Minimum Thickness as per ASTM D5199 must greater than 4.5 mm (Thickness of GCCM must be same before and after curing to ensure the finished lining of product) 3. Initial Flexural Strength (cured 24 hrs) ASTM D8058 should be greater than 3.5 MPa (1st crack in cementitious material) Initial Flexural strength is measure of tensile strength. It provides great connect with soil and absorbs ground movement behaviour that allow it to stretch up to 5percentage of its original size i.e., 50 mm per 1 m width. Also, it gives plastic bucket failure mode to product. 4. Compressive Strength (cured 28 days) as per ASTM D8329 should be greater than 40 Mpa (Compressive Strength gives weight carrying which must meet capacity up to 40 metric tonnes per square meter area for type I GCCMs and important to sustain high loads for long-term durability). 5. As per Technical Specification

Location 26 Hospital Premises S 140 , Supplying, Providing, Laying and Fixing of Geosynthetic Cementitious Composite Mat (GCCM) should have the following in-service performance properties and having minimum testing values mentioned 1. GCCM Classification as per ASTM D8364 GCCM specification assure the quality parameters of GCCMs in three types to comply against different erosion control applications. 2. Minimum Thickness as per ASTM D5199 must greater than 4.5 mm (Thickness of GCCM must be same before and after curing to ensure the finished lining of product) 3. Initial Flexural Strength (cured 24 hrs) ASTM D8058 should be greater than 3.5 MPa (1st crack in cementitious material) Initial Flexural strength is measure of tensile strength. It provides great connect with soil and absorbs ground movement behaviour that allow it to stretch up to 5percentage of its original size i.e., 50 mm per 1 m width. Also, it gives plastic bucket failure mode to product. 4. Compressive Strength (cured 28 days) as per ASTM D8329 should be greater than 40 Mpa (Compressive Strength gives weight carrying which must meet capacity up to 40 metric tonnes per square meter area for type I GCCMs and important to sustain high loads for long-term durability). 5. As per Technical Specification

Location 27 Hospital Premises S-161 , Supplying, Providing, Laying and Fixing of Geosynthetic Cementitious Composite Mat (GCCM) should have the following in-service performance properties and having minimum testing values mentioned 1. GCCM Classification as per ASTM D8364 GCCM specification assure the quality parameters of GCCMs in three types to comply against different erosion control applications. 2. Minimum Thickness as per ASTM D5199 must greater than 4.5 mm (Thickness of GCCM must be same before and after curing to ensure the finished lining of product) 3. Initial Flexural Strength (cured 24 hrs) ASTM D8058 should be greater than 3.5 MPa (1st crack in cementitious material) Initial Flexural strength is measure of tensile strength. It provides great connect with soil and absorbs ground movement behaviour that allow it to stretch up to 5percentage of its original size i.e., 50 mm per 1 m width. Also, it gives plastic bucket failure mode to product. 4. Compressive Strength (cured 28 days) as per ASTM D8329 should be greater than 40 Mpa (Compressive Strength gives weight carrying which must meet capacity up to 40 metric tonnes per square meter area for type I GCCMs and important to sustain high loads for long-term durability). 5. As per Technical Specification

Location 28 Hospital Premises S-149 , Supplying, Providing, Laying and Fixing of Geosynthetic Cementitious Composite Mat (GCCM) should have the following in-service performance properties and having minimum testing values mentioned 1. GCCM Classification as per ASTM D8364 GCCM specification assure the quality parameters of GCCMs in three types to comply against different erosion control applications. 2. Minimum Thickness as per ASTM D5199 must greater than 4.5 mm (Thickness of GCCM must be same before and after curing to ensure the finished lining of product) 3. Initial Flexural Strength (cured 24 hrs) ASTM D8058 should be greater than 3.5 MPa (1st crack in cementitious material) Initial Flexural strength is measure of tensile strength. It provides great connect with soil and absorbs ground movement behaviour that allow it to stretch up to 5percentage of its original size i.e., 50 mm per 1 m width. Also, it gives plastic bucket failure mode to product. 4. Compressive Strength (cured 28 days) as per ASTM D8329 should be greater than 40 Mpa (Compressive Strength gives weight carrying which must meet capacity up to 40 metric tonnes per square meter area for type I GCCMs and important to sustain high loads for long-term durability). 5. As per Technical Specification

Location 29 Shop Building S-162 , Supplying, Providing, Laying and Fixing of Geosynthetic Cementitious Composite Mat (GCCM) should have the following in-service performance properties and having minimum testing values mentioned 1. GCCM Classification as per ASTM D8364 GCCM specification assure the quality parameters of GCCMs in three types to comply against different erosion control applications. 2. Minimum Thickness as per ASTM D5199 must greater than 4.5 mm (Thickness of GCCM must be same before and after curing to ensure the finished lining of product) 3. Initial Flexural Strength (cured 24 hrs) ASTM D8058 should be greater than 3.5 MPa (1st crack in cementitious material) Initial Flexural strength is measure of tensile strength. It provides great connect with soil and absorbs ground movement behaviour that allow it to stretch up to 5percentage of its original size i.e., 50 mm per 1 m width. Also, it gives plastic bucket failure mode to product. 4. Compressive Strength (cured 28 days) as per ASTM D8329 should be greater than 40 Mpa (Compressive Strength gives weight carrying which must meet capacity up to 40 metric tonnes per square meter area for type I GCCMs and important to sustain high loads for long-term durability). 5. As per Technical Specification

Location 30 Shop Building S-163 , Supplying, Providing, Laying and Fixing of Geosynthetic Cementitious Composite Mat (GCCM) should have the following in-service performance properties and having minimum testing values mentioned 1. GCCM Classification as per ASTM D8364 GCCM specification assure the quality parameters of GCCMs in three types to comply against different erosion control applications. 2. Minimum Thickness as per ASTM D5199 must greater than 4.5 mm (Thickness of GCCM must be same before and after curing to ensure the finished lining of product) 3. Initial Flexural Strength (cured 24 hrs) ASTM D8058 should be greater than 3.5 MPa (1st crack in cementitious material) Initial Flexural strength is measure of tensile strength. It provides great connect with soil and absorbs ground movement behaviour that allow it to stretch up to 5percentage of its original size i.e., 50 mm per 1 m width. Also, it gives plastic bucket failure mode to product. 4. Compressive Strength (cured 28 days) as per ASTM D8329 should be greater than 40 Mpa (Compressive Strength gives weight carrying which must meet capacity up to 40 metric tonnes per square meter area for type I GCCMs and important to sustain high loads for long-term durability). 5. As per Technical Specification

Location 31 School S-13 , Supplying, Providing, Laying and Fixing of Geosynthetic Cementitious Composite Mat (GCCM) should have the following in-service performance properties and having minimum testing values mentioned 1. GCCM Classification as per ASTM D8364 GCCM specification assure the quality parameters of GCCMs in three types to comply against different erosion control applications. 2. Minimum Thickness as per ASTM D5199 must greater than 4.5 mm (Thickness of GCCM must be same before and after curing to ensure the finished lining of product) 3. Initial Flexural Strength (cured 24 hrs) ASTM D8058 should be greater than 3.5 MPa (1st crack in cementitious material) Initial Flexural strength is measure of tensile strength. It provides great connect with soil and absorbs ground movement behaviour that allow it to stretch up to 5percentage of its original size i.e., 50 mm per 1 m width. Also, it gives plastic bucket failure mode to product. 4. Compressive Strength (cured 28 days) as per ASTM D8329 should be greater than 40 Mpa (Compressive Strength gives weight carrying which must meet capacity up to 40 metric tonnes per square meter area for type I GCCMs and important to sustain high loads for long-term durability). 5. As per Technical Specification

Location 32 Residential Building S-141 , Supplying, Providing, Laying and Fixing of Geosynthetic Cementitious Composite Mat (GCCM) should have the following in-service performance properties and having minimum testing values mentioned 1. GCCM Classification as per ASTM D8364 GCCM specification assure the quality parameters of GCCMs in three types to comply against different erosion control applications. 2. Minimum Thickness as per ASTM D5199 must greater than 4.5 mm (Thickness of GCCM must be same before and after curing to ensure the finished lining of product) 3. Initial Flexural Strength (cured 24 hrs) ASTM D8058 should be greater than 3.5 MPa (1st crack in cementitious material) Initial Flexural strength is measure of tensile strength. It provides great connect with soil and absorbs ground movement behaviour that allow it to stretch up to 5percentage of its original size i.e., 50 mm per 1 m width. Also, it gives plastic bucket failure mode to product. 4. Compressive Strength (cured 28 days) as per ASTM D8329 should be greater than 40 Mpa (Compressive Strength gives weight carrying which must meet capacity up to 40 metric tonnes per square meter area for type I GCCMs and important to sustain high loads for long-term durability). 5. As per Technical Specification

Location 33 Residential Building S-68 , Supplying, Providing, Laying and Fixing of Geosynthetic Cementitious Composite Mat (GCCM) should have the following in-service performance properties and having minimum testing values mentioned 1. GCCM Classification as per ASTM D8364 GCCM specification assure the quality parameters of GCCMs in three types to comply against different erosion control applications. 2. Minimum Thickness as per ASTM D5199 must greater than 4.5 mm (Thickness of GCCM must be same before and after curing to ensure the finished lining of product) 3. Initial Flexural Strength (cured 24 hrs) ASTM D8058 should be greater than 3.5 MPa (1st crack in cementitious material) Initial Flexural strength is measure of tensile strength. It provides great connect with soil and absorbs ground movement behaviour that allow it to stretch up to 5percentage of its original size i.e., 50 mm per 1 m width. Also, it gives plastic bucket failure mode to product. 4. Compressive Strength (cured 28 days) as per ASTM D8329 should be greater than 40 Mpa (Compressive Strength gives weight carrying which must meet capacity up to 40 metric tonnes per square meter area for type I GCCMs and important to sustain high loads for long-term durability). 5. As per Technical Specification

Location 34 Residential Building F-1 and F-2 , Supplying, Providing, Laying and Fixing of Geosynthetic Cementitious Composite Mat (GCCM) should have the following in-service performance properties and having minimum testing values mentioned 1. GCCM Classification as per ASTM D8364 GCCM specification assure the quality parameters of GCCMs in three types to comply against different erosion control applications. 2. Minimum Thickness as per ASTM D5199 must greater than 4.5 mm (Thickness of GCCM must be same before and after curing to ensure the finished lining of product) 3. Initial Flexural Strength (cured 24 hrs) ASTM D8058 should be greater than 3.5 MPa (1st crack in cementitious material) Initial Flexural strength is measure of tensile strength. It provides great connect with soil and absorbs ground movement behaviour that allow it to stretch up to 5percentage of its original size i.e., 50 mm per 1 m width. Also, it gives plastic bucket failure mode to product. 4. Compressive Strength (cured 28 days) as per ASTM D8329 should be greater than 40 Mpa (Compressive Strength gives weight carrying which must meet capacity up to 40 metric tonnes per square meter area for type I GCCMs and important to sustain high loads for long-term durability). 5. As per Technical Specification

Location 35 Residential Building F-3 and F-4 , Supplying, Providing, Laying and Fixing of Geosynthetic Cementitious Composite Mat (GCCM) should have the following in-service performance properties and having minimum testing values mentioned 1. GCCM Classification as per ASTM D8364 GCCM specification assure the quality parameters of GCCMs in three types to comply against different erosion control applications. 2. Minimum Thickness as per ASTM D5199 must greater than 4.5 mm (Thickness of GCCM must be same before and after curing to ensure the finished lining of product) 3. Initial Flexural Strength (cured 24 hrs) ASTM D8058 should be greater than 3.5 MPa (1st crack in cementitious material) Initial Flexural strength is measure of tensile strength. It provides great connect with soil and absorbs ground movement behaviour that allow it to stretch up to 5percentage of its original size i.e., 50 mm per 1 m width. Also, it gives plastic bucket failure mode to product. 4. Compressive Strength (cured 28 days) as per ASTM D8329 should be greater than 40 Mpa (Compressive Strength gives weight carrying which must meet capacity up to 40 metric tonnes per square meter area for type I GCCMs and important to sustain high loads for long-term durability). 5. As per Technical Specification

Location 36 Circuit Building S-121 , Supplying, Providing, Laying and Fixing of Geosynthetic Cementitious Composite Mat (GCCM) should have the following in-service performance properties and having minimum testing values mentioned 1. GCCM Classification as per ASTM D8364 GCCM specification assure the quality parameters of GCCMs in three types to comply against different erosion control applications. 2. Minimum Thickness as per ASTM D5199 must greater than 4.5 mm (Thickness of GCCM must be same before and after curing to ensure the finished lining of product) 3. Initial Flexural Strength (cured 24 hrs) ASTM D8058 should be greater than 3.5 MPa (1st crack in cementitious material) Initial Flexural strength is measure of tensile strength. It provides great connect with soil and absorbs ground movement behaviour that allow it to stretch up to 5percentage of its original size i.e., 50 mm per 1 m width. Also, it gives plastic bucket failure mode to product. 4. Compressive Strength (cured 28 days) as per ASTM D8329 should be greater than 40 Mpa (Compressive Strength gives weight carrying which must meet capacity up to 40 metric tonnes per square meter area for type I GCCMs and important to sustain high loads for long-term durability). 5. As per Technical Specification

Location 37 S-45 and S-46 Building , Supplying, Providing, Laying and Fixing of Geosynthetic Cementitious Composite Mat (GCCM) should have the following in-service performance properties and having minimum testing values mentioned 1. GCCM Classification as per ASTM D8364 GCCM specification assure the quality parameters of GCCMs in three types to comply against different erosion control applications. 2. Minimum Thickness as per ASTM D5199 must greater than 4.5 mm (Thickness of GCCM must be same before and after curing to ensure the finished lining of product) 3. Initial Flexural Strength (cured 24 hrs) ASTM D8058 should be greater than 3.5 MPa (1st crack in cementitious material) Initial Flexural strength is measure of tensile strength. It provides great connect with soil and absorbs ground movement behaviour that allow it to stretch up to 5percentage of its original size i.e., 50 mm per 1 m width. Also, it gives plastic bucket failure mode to product. 4. Compressive Strength (cured 28 days) as per ASTM D8329 should be greater than 40 Mpa (Compressive Strength gives weight carrying which must meet capacity up to 40 metric tonnes per square meter area for type I GCCMs and important to sustain high loads for long-term durability). 5. As per Technical Specification

Location 38 Residential Building S-5A and S-5B , Supplying, Providing, Laying and Fixing of Geosynthetic Cementitious Composite Mat (GCCM) should have the following in-service performance properties and having minimum testing values mentioned 1. GCCM Classification as per ASTM D8364 GCCM specification assure the quality parameters of GCCMs in three types to comply against different erosion control applications. 2. Minimum Thickness as per ASTM D5199 must greater than 4.5 mm (Thickness of GCCM must be same before and after curing to ensure the finished lining of product) 3. Initial Flexural Strength (cured 24 hrs) ASTM D8058 should be greater than 3.5 MPa (1st crack in cementitious material) Initial Flexural strength is measure of tensile strength. It provides great connect with soil and absorbs ground movement behaviour that allow it to stretch up to 5percentage of its original size i.e., 50 mm per 1 m width. Also, it gives plastic bucket failure mode to product. 4. Compressive Strength (cured 28 days) as per ASTM D8329 should be greater than 40 Mpa (Compressive Strength gives weight carrying which must meet capacity up to 40 metric tonnes per square meter area for type I GCCMs and important to sustain high loads for long-term durability). 5. As per Technical Specification

Location 39 Dharamkata Block A and B , Supplying, Providing, Laying and Fixing of Geosynthetic Cementitious Composite Mat (GCCM) should have the following in-service performance properties and having minimum testing values mentioned 1. GCCM Classification as per ASTM D8364 GCCM specification assure the quality parameters of GCCMs in three types to comply against different erosion control applications. 2. Minimum Thickness as per ASTM D5199 must greater than 4.5 mm (Thickness of GCCM must be same before and after curing to ensure the finished lining of product) 3. Initial Flexural Strength (cured 24 hrs) ASTM D8058 should be greater than 3.5 MPa (1st crack in cementitious material) Initial Flexural strength is measure of tensile strength. It provides great connect with soil and absorbs ground movement behaviour that allow it to stretch up to 5percentage of its original size i.e., 50 mm per 1 m width. Also, it gives plastic bucket failure mode to product. 4. Compressive Strength (cured 28 days) as per ASTM D8329 should be greater than 40 Mpa (Compressive Strength gives weight carrying which must meet capacity up to 40 metric tonnes per square meter area for type I GCCMs and important to sustain high loads for long-term durability). 5. As per Technical Specification

Location 40 Karma Chari Sangha Building , Supplying, Providing, Laying and Fixing of Geosynthetic Cementitious Composite Mat (GCCM) should have the following in-service performance properties and having minimum testing values mentioned 1. GCCM Classification as per ASTM D8364 GCCM specification assure the quality parameters of GCCMs in three types to comply against different erosion control applications. 2. Minimum Thickness as per ASTM D5199 must greater than 4.5 mm (Thickness of GCCM must be same before and after curing to ensure the finished lining of product) 3. Initial Flexural Strength (cured 24 hrs) ASTM D8058 should be greater than 3.5 MPa (1st crack in cementitious material) Initial Flexural strength is measure of tensile strength. It provides great connect with soil and absorbs ground movement behaviour that allow it to stretch up to 5percentage of its original size i.e., 50 mm per 1 m width. Also, it gives plastic bucket failure mode to product. 4. Compressive Strength (cured 28 days) as per ASTM D8329 should be greater than 40 Mpa (Compressive Strength gives weight carrying which must meet capacity up to 40 metric tonnes per square meter area for type I GCCMs and important to sustain high loads for long-term durability). 5. As per Technical Specification

Location 41 Residential Building S-67 , Supplying, Providing, Laying and Fixing of Geosynthetic Cementitious Composite Mat (GCCM) should have the following in-service performance properties and having minimum testing values mentioned 1. GCCM Classification as per ASTM D8364 GCCM specification assure the quality parameters of GCCMs in three types to comply against different erosion control applications. 2. Minimum Thickness as per ASTM D5199 must greater than 4.5 mm (Thickness of GCCM must be same before and after curing to ensure the finished lining of product) 3. Initial Flexural Strength (cured 24 hrs) ASTM D8058 should be greater than 3.5 MPa (1st crack in cementitious material) Initial Flexural strength is measure of tensile strength. It provides great connect with soil and absorbs ground movement behaviour that allow it to stretch up to 5percentage of its original size i.e., 50 mm per 1 m width. Also, it gives plastic bucket failure mode to product. 4. Compressive Strength (cured 28 days) as per ASTM D8329 should be greater than 40 Mpa (Compressive Strength gives weight carrying which must meet capacity up to 40 metric tonnes per square meter area for type I GCCMs and important to sustain high loads for long-term durability). 5. As per Technical Specification

Location 42 Residential Building S-68 , Supplying, Providing, Laying and Fixing of Geosynthetic Cementitious Composite Mat (GCCM) should have the following in-service performance properties and having minimum testing values mentioned 1. GCCM Classification as per ASTM D8364 GCCM specification assure the quality parameters of GCCMs in three types to comply against different erosion control applications. 2. Minimum Thickness as per ASTM D5199 must greater than 4.5 mm (Thickness of GCCM must be same before and after curing to ensure the finished lining of product) 3. Initial Flexural Strength (cured 24 hrs) ASTM D8058 should be greater than 3.5 MPa (1st crack in cementitious material) Initial Flexural strength is measure of tensile strength. It provides great connect with soil and absorbs ground movement behaviour that allow it to stretch up to 5percentage of its original size i.e., 50 mm per 1 m width. Also, it gives plastic bucket failure mode to product. 4. Compressive Strength (cured 28 days) as per ASTM D8329 should be greater than 40 Mpa (Compressive Strength gives weight carrying which must meet capacity up to 40 metric tonnes per square meter area for type I GCCMs and important to sustain high loads for long-term durability). 5. As per Technical Specification

Location 43 GM Bunglow S-95 , Supplying, Providing, Laying and Fixing of Geosynthetic Cementitious Composite Mat (GCCM) should have the following in-service performance properties and having minimum testing values mentioned 1. GCCM Classification as per ASTM D8364 GCCM specification assure the quality parameters of GCCMs in three types to comply against different erosion control applications. 2. Minimum Thickness as per ASTM D5199 must greater than 4.5 mm (Thickness of GCCM must be same before and after curing to ensure the finished lining of product) 3. Initial Flexural Strength (cured 24 hrs) ASTM D8058 should be greater than 3.5 MPa (1st crack in cementitious material) Initial Flexural strength is measure of tensile strength. It provides great connect with soil and absorbs ground movement behaviour that allow it to stretch up to 5percentage of its original size i.e., 50 mm per 1 m width. Also, it gives plastic bucket failure mode to product. 4. Compressive Strength (cured 28 days) as per ASTM D8329 should be greater than 40 Mpa (Compressive Strength gives weight carrying which must meet capacity up to 40 metric tonnes per square meter area for type I GCCMs and important to sustain high loads for long-term durability). 5. As per Technical Specification

Location 44 S-175 Building , Supplying, Providing, Laying and Fixing of Geosynthetic Cementitious Composite Mat (GCCM) should have the following in-service performance properties and having minimum testing values mentioned 1. GCCM Classification as per ASTM D8364 GCCM specification assure the quality parameters of GCCMs in three types to comply against different erosion control applications. 2. Minimum Thickness as per ASTM D5199 must greater than 4.5 mm (Thickness of GCCM must be same before and after curing to ensure the finished lining of product) 3. Initial Flexural Strength (cured 24 hrs) ASTM D8058 should be greater than 3.5 MPa (1st crack in cementitious material) Initial Flexural strength is measure of tensile strength. It provides great connect with soil and absorbs ground movement behaviour that allow it to stretch up to 5percentage of its original size i.e., 50 mm per 1 m width. Also, it gives plastic bucket failure mode to product. 4. Compressive Strength (cured 28 days) as per ASTM D8329 should be greater than 40 Mpa (Compressive Strength gives weight carrying which must meet capacity up to 40 metric tonnes per square meter area for type I GCCMs and important to sustain high loads for long-term durability). 5. As per Technical Specification