C/o Make shift Hospital in CHC Nalagarh (SH- providing and laying Interlocking concrte and PVC flooring in behind of Make Shift Hospital and BMO Office).

Amount

Loosening of the ground upto a level of 300mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade, within all leads and lift as per the entire satisfaction and direction of Engineer-in charge

Granular sub-base/base/surface course with local materials (Table400.13) by mix in place method normal construction of granular sub base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical specification Clause 408. (i) Using naturally occurring gravel, within all leads and lift as per the entire satisfaction and direction of Engineer-in charge

Providing and Laying of Interlocking concrete block pavements having thickness 80mm as per drawings and Technical Specification Clause 1504., within all leads and lift as per the entire satisfaction and direction of Engineer-in charge

Pain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802,804, 805,806,807,1202 and 1204. RCC Grade M-25(1:1.5:3), within all leads and lift as per the entire satisfaction and direction of Engineer-in charge

Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202., within all leads and lift as per the entire satisfaction and direction of Engineer-in charge

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specification clause 802,803,1202&1203, RCC grade 1:1 ½ :3, within all leads and lift as per the entire satisfaction and direction of Engineer-in charge

Dismantling of existing structures like culverts, bridges retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000m as per Technical Specification clause 202, Cement mortar, within all leads and lift as per the entire satisfaction and direction of Engineer-in charge

Earthwork in excavation for structures as per drawing and technical specifications Clause305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material., within all leads and lift as per the entire satisfaction and direction of Engineer-in charge

Providing and Laying concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification clause 802,803 (1:4:8), within all leads and lift as per the entire satisfaction and direction of Engineer-in charge

Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2(1 cement :2 fine sand) including testing of joints etc 450mm dia RCC pipes, within all leads and lift as per the entire satisfaction and direction of Engineer-in charge

Steel work welded in built up sections, trusses and framed work, including cutting , hoisting , fixing in position and applying a priming coat of red lead paint. In gratings framed guard bars, ladders, raililing, brackets and similar works, within all leads and lift as per the entire satisfaction and direction of Engineer-in charge

Providing and fixing 2mm thick PVC antistatic venyl Flooring plain or coloured, carbed or mosaic/metalled finish laid with approved adhesive on sub-floor (damp proofing treatment to be paid for separately), within all leads and lift as per the entire satisfaction and direction of Engineer-in charge

Constructing brick masonry chamber for undergroun d C.I inspecton chamber and bends with common burnt clay building bricks in cement mortar 1:5 (1 Cement:5 Sand) C.I cover with frame (light duty) 355mmX610mm internal dimensions total weight of cover withframed to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 Kg) R.C.C top slab with 1:2:4 mix (1 cement:2 sand : 4 graded stone aggregate 20 mm nominal size) foundation concrete 1:5:10 (1 cement :5 sand: 10 graded stone aggregate 40 mm nominal sixe) inside plaster 15mm thick with cement mortar 1:3 (1 cement: 3 sand) finished smooth with a floating coat of neat cement of walls and bed concrete etc inside dimensions 500 mm X700mm X450mm deep for pipe line with one or two inlets., within all leads and lift as per the entire satisfaction and direction of Engineer-in charge

MS RIDHIMA CONSTRUCTION COMPANY