Constt. of Synthetic Volleyball Court at GHS Sialag

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 :

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: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)

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: 4.4.6 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size)

Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more

Treatment of soil using chemical like round up for anti weeding laid in holes @ 300 mm c/c and consumpution @ 600 ml/ 10 Sqm

Consolidation of subgrade with power road roller of 8 to 12 tonne capacity including making good the undulations etc. with earth or quarry spoils etc. and rerolling the subgrade

Excavating, supplying and filling of local earth (RBM)(including royalty)by mechanical transport upto a lead of 15 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.

P/L and compacting stone agrregates of different sizes to form contour and elevation to the desired level as per the Drawing and instruction of Engineer Iincharge (size 40 mm /20 mm/10mm ) down black stone aggregate up to a depth of 300 mm from below primary backing . Layers of stone to be rolled as per desired slope and compaction using 8-10 tonnes Road roller over open area & pitch roller over areas with drainage pipes.

Supply and installation of artificial UV resistanat polyethylene synthetic grass with rigid monofilment yarn, minimum 40mm pile height. The turf should have minimum 40mm Pile Height made of POLYETHYLENE Monofilament & Pile weight minimum 900 g/m2 and above and stitched rate minimum @ 120/ mtr or above. The turf should have Dtex/Denier >=12300. The Primary backing of turf should be made of 100% POLYPROPYLENE, minimum weight 240 gram/m2 and above with Coating with Carboxylated SBR Latex appr. 1200 gr/m2 or Butadiene Styrene with weight of 900 g/sqm and total backing wt should not be less than 1140 g/sqm or as approved by FIFA under FIFA Quality Category. The infill must be 22-25Kg Silica Sand, minimum 7kg & above SBR Rubber Granules. The line marking shall be stitched tufted material (Painted lines are not acceptable). The rate is inclusive of All applicable taxes, Lavies, Octoria, transportation loading/unloading complete Including Maintenance of 3 years by way of brushing and adding infill as and when required.