Construction of Synthetic volley Ball court at HSS Rajpora

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 excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: 2.9.1 All kinds of soil :

P/L stone soling hand packed on level incl ramming with heavy rammers incl. all carriage upto site of work

P/L in position cement concrete in foundation and plinth excluding the cost of centring and shuttering all work upto plinth level incl. all carriage upto site of work (1:4:8 ) stone aggregate 40mm nominal size aggregate

P/L in position cement concrete of specified grade excluding the cost of shuttering and centering finishing all work upto plinth level 1:2:4 mix incl. all leads,lifts, and carriage. tone aggregate 20mm nominal size aggregate

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

Providing, Supplying, Spreading, Laying and Compacting of WBM to Grade-IInd stone aggregates of size (63-45mm) quarry stone i/c Supplying , Stacking and spreading of stone screening, chipping of 11.2mm nominal size i/c supplying stacking and spreading of stone dust/moorum as binding material over the binding surface all complete job i/c all carriages loading unloading and octroi.

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

Supplying and filling in plinth with stone dust under floors including, watering, ramming, consolidating and dressing complete.

P/F 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 infiill 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 incl. All applicable taxes, Lavies, Octoria, transportation loading/unloading complete.All as per directions of EIC.