STMC work on Podki Karangra road Km 3.00 Km and Kabeer Chabutara road Length 3.00 Km

Repair to pot holes and removal of loose material, trimming of sides,cleaning of surface by providing tack coat with bitumen emulsion,20 mm thick pre-mix carpet using catonic bitumen emulsion @ 21.5kg per 10 sqm and seal coat type B with bitumen emulsion @ 10kg per 10 sqm as per technical specification and compacting with three wheeled 80-100 kN Static Roller

Filling Pot- holes and Patch Repairs with - Bituminous concrete, 40mm. (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) (ii) for grading II Material

Repair to pot holes by removal of failed material, trimming the sides to vertical and levelling the bottom, cleaning the same with compressed air or any appropriate method filled with 75mm B.M,applying bitumen tack coat at the bottom and vertical sides as per as per MoRT&H specification clause 3004.1 and 3004.2

Built-Up-Spray Grout - Providing, laying and rolling of built-up-spray grout layer over prepared base consisting of a two-layer composite construction of compacted crushed coarse aggregates using motor grader for aggregates key stone chips spreader may be used with application of bituminous binder after each layer, and with key aggregates placed on top of the second layer to serve as a Base conforming to the line, grades and cross-section specified, the compacted layer thickness being 75 mm.

Maintenance of Hard Shoulder- (stripping excess soil) (Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor)

Stripping excess soil from the shoulder surface to achieve the approved level and compacting with smooth wheel roller, vibratory roller, hand roller, plate vibrator, plate compactor at OMC to achive atlist 97% of the Maximum dry density in accordance to MoRT&H specification clause 3003.3

Making up loss of material/irregularities on shoulders upto 100 mm thickness to the design level by adding fresh approved soil having CBR >12 and compacting it with appropriate equipment at OMC as per MoRT&H specification clause 3003 408.

Providing painting, figuring and numbering as per IRC specifications complete with Synthetic Enamal Paint for ordinary Km. Stone. (ii) One coat on old work.

Providing painting, figuring and numbering as per IRC specifications complete with Synthetic Enamal Paint for 0.2 Km.Stones or Boundary Stones (ii) One coat on old work.

Kilo Metre Stone - Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc (ii) Ordinary Kilometer stone (Precast) (ii) Ordinary Kilometer stone (Precast)