Construction of Synthetic Volley Ball Court at Allochibagh (Civil Part).

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.

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.

Supply and filling of RBM /Stone soling of specified size including spreading, watering, ramming, compacting with PRR of 8 to 10 Tonne capacity including carriage of the same from approved source upto site of work complete

Supplying and stacking of graded stone aggregate at site of size 63-45mm size, (quarry Woyen), stone screenings, chippings, 13.2mm nominal size (Type-A) & moorum (stone dust) including Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening /binding material to fill up interstices of coarse aggregate, watering and compacting to the required density including carriage of all material involved with loading unloading and stacking complete all as directed by Engineer-Incharge.

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 Resistant polyethylene synthetic (FIFA approved ) Grass with ridged monofitment yarn, 35 mm pile height and 1250 gm / sqm pile weight with total carpet weight not less than 2500 gm / sqm and infill in the ratio of 2:1 with sand (size of sand 0.2mm - 1.00 mm ) 15 mm ( minimum) height and rubber 8 mm (minimum) height infull weight not less than 2.25 kg / sft . the stitch rate per mtr should be minimum of 285 all line marking shall be white , unless in the drawings line marking shall be stitched "tufted" material (painted line or not accepted) the carpet should be laid as per manufacturers manual inlc. all applicable taxes lavies, octrai , transportation laoding unloading complete job (European /American made)

Supply of volley ball M.S posts of standard quality and make with proper dimensions as specified heavy duty 75 mm round steel pipe with telescopic system for height adjustment , provided with wheels for smooth shifting and levellers to adjust height on uneven surfaces complete incl. all applicable taxes lavies, octrai , transportation, laoding, unloading, assembling, errecting and adjusting complete job