Construction of Synthetic Volleyball Court at ZPEO, DH Pora.

Preparation of subgrade by excavating earth to an average of 22.5 cm depth, dressing to camber and consolidation with road roller of 8-12 tonne capacity including making good the undulation etc. and disposal of surplus earth upto 50 meters

Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil :

Providing and laying stone soling duly hand packed in maintaning level and section including ramming and carriage of the same up to site of work complete.

Providing and laying in position cement concrete 1:4:8 (1 Cement:4 Corase sand: 8 graded stone aggregate 40 mm nominal size ) including curing but excluding the cost of centring and shuttering. All work upto plinth level

Providing and laying in position cement concrete 1:2:4 (1 Cement:2 Corase sand: 4 graded stone aggregate 20 mm nominal size ) including curing but excluding the cost of centring and shuttering. All work upto plinth level

Centring and shuttering incl strutting propping etc and removal of form work for: Foundation footing bases of columns

Supply and laying of GSB (Granular Sub base course) incl spreading, levelling and consolidation (power road roller 8-10 tonne capacity) to required gradient camber including all carriage complete job

Supplying and stacking at site graded crushed stone aggregate, laying, spreading and compacting stone aggregate of 63-45mm size to WBM Specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller of 8-10 tonne capacity in stages to proper grade and camber, applying and brooming 13.2 mm nominal size type A screening and binding material to fill up interstices of coarse aggregate, watering and compacting to required density including all carriages of materials as involved complete (Finished work to be measured 75mm thick compacted thickness)

Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge

Providing and fixing of artificial UV resistanat polyethylene synthetic grass with rigid monofilment yarn, 40mm pile height and 1250g/sqm pile weight with total carpet weight not less than 2500g/sqm and infill in the ratio of 2:1 with sand(size of sand 0.2mm-1.0mm) 15mm (minimum)height and Rubber 8mm(minimum)height infill weight not less than 2.25kg/sft .The stitch rate per meter should be minimum of 285. All line marking shall be white, unless in the drawings. line marking shall be sitched `tufted' material (painted lines are not acceptable) the carpet should be laid as per the manufacturers manual incI. All applicable taxes, Lavies, Octoria, transportation loading/unloading complete .