REPAIR AND PAINTING WORK OF 11 ROOM COURT BUILDING AND OTHER ALLIED BUILDINGS IN DISTRICT COURT SANT KABIR NAGAR CAMPUS

Dismantling old plaster in Block-1, Boundary Wall, Police Chauki & Hawalat, Litigent Shed,O.H.T, Guard Room, Toilet Block, E.S.S or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. Technical Specification As Per DSR No 15.56 Complete in all aspects or as per direction of E/I (Rates are Excluding G.S.T but Including All Taxes Royalty, Labour cess, Material & T&P).

Disposal of malba . 5.0 KM in Block-1, Boundary Wall, Police Chauki & Hawalat, Litigent Shed,O.H.T, Guard Room, Toilet Block, E.S.S Technical Specification As Per DSR No 1.1.1 Complete in all aspects or as per direction of E/I (Rates are Excluding G.S.T but Including All Taxes Royalty, Labour cess, Material & T&P).

12 mm cement plaster in Block-1, Boundary Wall, Police Chauki & Hawalat, Litigent Shed,O.H.T, Guard Room, Toilet Block, E.S.S of mix :1:6 (1 cement: 6 coarse sand) in Technical Specification As Per DSR No 13.4.2 Complete in all aspects or as per direction of E/I (Rates are Excluding G.S.T but Including All Taxes Royalty, Labour cess, Material & T&P).

15 mm cement plaster in Block-1,Police Chauki & Hawalat, Litigent Shed,Guard Room, Toilet Block, E.S.S on rough side of single or half brick wall of mix:1:6 (1 cement: 6 coarse sand) Technical Specification As Per DSR No 13.5.2 Complete in all aspects or as per direction of E/I (Rates are Excluding G.S.T but Including All Taxes Royalty, Labour cess, Material & T&P).

Finishing walls in Block-1, Boundary Wall, Police Chauki & Hawalat, Litigent Shed,O.H.T, Guard Room, Toilet Block, E.S.S with textured exterior paint of required shade. New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm(Outer surface) Technical Specification As Per DSR No 13.45.1 Complete in all aspects or as per direction of E/I (Rates are Excluding G.S.T but Including All Taxes Royalty, Labour cess, Material & T&P).

Distempering (Two coat) in Block-1, Police Chauki & Hawalat, Litigent Shed,Guard Room, Toilet Block, E.S.S with oil bound distemper of approved brand and manufacture & of required shade on undecorated wall surface to give an even shade over & including a priming coat with cement primer of approved brand & manufacture such as Berger,J&N, Shalimar, Asian paints after thoroughly brushing the surface free from mortar droppings & other foreign matters & also including preparing the surface even with plaster of paris or approved synthetic material & sand papered smooth including cost ofall materials. Technical Specification As Per DSR No 13.41.1 Complete in all aspects or as per direction of E/I (Rates are Excluding G.S.T but Including All Taxes Royalty, Labour cess, Material & T&P).

Providing and applying white in Block-1, Boundary Wall, Police Chauki & Hawalat, Litigent Shed,O.H.T, Guard Room, Toilet Block, E.S.S cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete Technical Specification As Per DSR No 13.80 Complete in all aspects or as per direction of E/I (Rates are Excluding G.S.T but Including All Taxes Royalty, Labour cess, Material & T&P).

Providing and fixing double scaffolding system (cup lock type) on the exterior side, in Block-1, Police Chauki & Hawalat, Litigent Shed,O.H.T, Guard Room, Toilet Block, E.S.S up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after. The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineer-in-charge. The elevational area of the scaffolding shall be measured for payment purpose.The payment will be made once irrespective of duration of scaffolding. Technical Specification As Per DSR No 14.72 Complete in all aspects or as per direction of E/I (Rates are Excluding G.S.T but Including All Taxes Royalty, Labour cess, Material & T&P).

Providing and fixing of expansion joint system related in Block-1 with floor location as per drawings and direction of Engineer-In-Charge. The joints system will be of extruded aluminum base members, self aligning / self centering arrangement and support plates etc. as per ASTM B221-02. The system shall be such that it provides floor to floor /floor to wall expansion control system for various vertical locations in load application areas that accommodates multi directional seismic movement without stress to it's components. System shall consist of metal profiles with a universal aluminum base member designed to accommodate various project conditions and finish floor treatments. The cover plate shall be designed of width and thickness required to satisfy projects movement and loading requirements and secured to base members by utilizing manufacturer’s pre-engineered self-centering arrangement that freely rotates / moves in all directions. The Self - centering arrangement shall exhibit circular sphere ends that lock and slide inside the corresponding aluminum extrusion cavity to allow freedom of movement and flexure in all directions including vertical displacement. Provision of Moisture Barrier Membrane in the Joint System to have watertight joint is mandatory requirement all as per the manufactures design and as approved by Engineer -in- Charge. (Material shall conform to ASTM 6063). Floor Joint of 100 mm gap Technical Specification As Per DSR No 5.44.1 Complete in all aspects or as per direction of E/I (Rates are Excluding G.S.T but Including All Taxes Royalty, Labour cess, Material & T&P).

Providing and fixing of expansion joint system in Block-1 of approved make and manufacture for various roof locations as per approved drawings and direction of Engineer-In-Charge. The joints shall be of extruded aluminum base members with, self aligning and self centering rragement support plates as per ASTM B221-02. The system shall be such that it provides water tight roof to roof /roof to corner joint cover expansion control system that is capable of accommodating multidirectional seismic movement without stress to its components. System shall consist of metal profile that incorporates a universal aluminum base member designed to accommodate various project conditions and roof treatments. The cover plate shall be designed of width and thickness required to satisfy movement and loading requirements and secured to base members by utilizing manufacturer’s pre-engineered self-centering arrangement that freely rotates / moves in all directions. The Self centering arrangement shall exhibit circular sphere ends that lock and slide inside the corresponding aluminum extrusion cavity to allow freedom of movement and flexure in all directions including vertical displacement. The Joint System shall resists damage or eterioration from the impact of falling ice, exposure to UV, airborne contaminants and occasional foot traffic from maintenance personnel. Provision of Moisture Barrier Membrane in the Joint System to have water tight joint is mandatory requirement. (Material shall confirm to ASTM 6063.) Roof Joint of 100 mm gapTechnical Specification Complete in all aspects or as per direction of E/I (Rates are Excluding G.S.T but Including All Taxes Royalty, Labour cess, Material & T&P).