Construction of Synthetic Volleyball Court at HS Trenz.

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.

Earth work in excavation by manual means 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: All kinds of soil : lead up to 50 meter beyond 1m from cutting edge.

Providing and laying stone soling hand packed including spreading ,watering and maintaining level Including cost of material involved complete.

Providing and laying GSB with Maximum Size of 75–90 mm including sorting, spreading in uniform layers on existing surface and consolidation with vibratory roller of 08–10 ton capacity to required camber and grade including cost and carriages of all materials involved with loading and unloading all complete.

Providing and laying of WBM GII with sp. stone aggregate of 63–45 mm size incl. stone screenings of size 13.20 mm and binding material (dust/morum) incl. stacking, sorting, spreading to template, watering and consolidation with PRR of 08–10 Tonn capacity incl. cost and carriages of all materials/equipments with loading and unloading all complete.

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

Supply, Spreading and levelling of stone screening (bottom layer) of size 13.2 mm and stone dust (top layer) in the ratio of 80:20 including consolidation as desired by the Incharge Engineer with all leads, lifts, royalties and taxes complete.

Providing and fixing of artificial UV resistant Polyethylene synthetic (FIFA approved) grass with rigid monofilament 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 0.2 mm–1.00 mm) 15 mm (minimum) height and Rubber 8 mm (minimum) height. Infill weight shall not be less than 2.25 kg/sft. The stitch rate per meter shall be a minimum of 285. All line marking shall be white, unless shown otherwise in the drawings. Line marking shall be stitched ("tufted") material; painted lines are not accepted. The carpet shall be laid as per the manufacturer's manual including all applicable taxes, levies, octroi, transportation, loading/unloading, complete job.

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) Including cost of material involved complete.