One time improvement on existing two lane of Nagapattinam Ramanathapuram Tuticorin Road NH32 from Km 154 4 205 0 218 2 284 181 and Ramanathapuram By Pass Road at km 4 750 10 075 121.906 Km under deposit work.

Clearing the Light jungles including weeding out shrubs bushes, vegetation growth etc., as per specifications and directions of Engineer in charge. Km 154/4 - 205/0.

Clearing the Light jungles including weeding out shrubs bushes, vegetation growth etc., as per specifications and directions of Engineer in charge. Km 218/2 - 284/181 and Ramanathapuram bypass road at Km 4/750-10/075

Tack Coat - Providing and applying tack coat with bitumen emulsion (RS-I) using emulsion pressure distributor at the rate of 2 kg per 10 sqm on the prepared bituminous surface cleaned with mechanical broom as per clause 503 - over existing bituminous surfaces as per MORTH Rev. V Km 154/4 - 205/0

Tack Coat - Providing and applying tack coat with bitumen emulsion (RS-I) using emulsion pressure distributor at the rate of 2 kg per 10 sqm on the prepared bituminous surface cleaned with mechanical broom as per clause 503 - over existing bituminous surfaces as per MORTH Rev. V Km 218/2 - 284/181 and Ramanathapuram bypass road at Km 4/750-10/075

Dense Graded Bituminous Macadam (Table - 500-10) Providing and laying dense bituminous macadam with 100 -120 TPH Hot Mix Plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade 40) at percentage specified by JMF by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per clause 505 as per MORTH Rev. V - Grading II. (for patches) Km 154/4 - 205/0

Dense Graded Bituminous Macadam (Table - 500-10) Providing and laying dense bituminous macadam with 100 -120 TPH Hot Mix Plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade 40) at percentage specified by JMF by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per clause 505 as per MORTH Rev. V - Grading II. (for patches) Km 218/2 - 284/181 and Ramanathapuram bypass road at Km 4/750-10/075

Bituminous Concrete (Table 500-17) Providing and laying bituminous concrete with 100 -120 TPH Hot Mix Plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder CRMB 55 at percentage specified by JMF of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction specification as per clause No. 507 complete in all respects as per MORTH Rev.V Grading II. Km 154/4 - 205/0

Bituminous Concrete (Table 500-17) Providing and laying bituminous concrete with 100 -120 TPH Hot Mix Plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder CRMB 55 at percentage specified by JMF of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction specification as per clause No. 507 complete in all respects as per MORTH Rev.V Grading II. Km 218/2 - 284/181 and Ramanathapuram bypass road at Km 4/750-10/075

Filling Pot-holes and Patch Repairs with Bituminous Concrete Gr II, 40 mm Providing treatment and repair to pot holes/ruts and any depth /patch repair of all types of bitumen pavement complete as per Technical Specification Clause 3004.2 and as per direction of engineer by using CRMB 55 bitumen the job includes removal of all failed material, trimming of completed excavation to provide firm vertical faces. Cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 of MoRTH Rev V. Km 154/4 - 205/0

Construction of embankment with approved materials deposited from adjacent to site and excavation from drain and foundation of other structures graded and completed to meet requirement of table 300-2 as per clause 301 of MoRTH Rev V. Km 154/4 - 205/0.