Construction of a volleyball court at the Sainik School in District Jhansi

Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. DSR 2.8

Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. DSR 2.27

Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-1 (size range 75 mm to 0.075 mm) having CBR Value-30 DSR 16.78.1

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 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 ás per specifications and directions of Engineer-in-Charge. DSR 16.79

Provinding and laying Bitumen Penetration Macadam with hard stone aggregate of quality, size and grading as specified, with bitumen of suitable penetration grade, including required key aggregate as specified, spreading coarse aggregate with the help of self propelled/tipper tail mounted aggregate spreader and applying bitumen by a pressure distributor and then spreading key aggregate with the help of aggregate spreader complete, including consolidation with road roller of minimum 8 to 10 tonne capacity to achieve specified values of compaction and surface accuracy: For 50mm compacted thickness using coarse aggregate of size 50-20 mm graded @ 0.60 cum per 10 sqm key aggregate of size 12.5 min graded @ 0.15 cum per 10 sqm. With paving asphalt grade VG-10@ 50 kg/ 10 sqm DSR 16.36.1

2 cm premix carpet surfacing with 2.4 cum of stone chippings 11.2 mm nominal size per 100 sqm and bitumen emulsion (medium setting min. 65% bitumen content) complying with IS: 8887, using 96 kg per cum of chippings, including consolidation with road roller of 6 to 9 tonne capacity ete. complete. DSR 16,34

Providing and laying reinforced cement concrete in kerbs, steps and the like at or near ground level excluding the cost of ecatering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement: 1.5 coarse sand(zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources). DSR 5.4

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. DSR 5.22.1

Poly Urethane Sports Flooring Provisioning of Poly Urethane Sports Flooring(14mm + 2mm Thickness) 1. Layer of Primer 2. Shock pad layer of 14 nim recycled rubber mixed with PU Binder (cast in site) on sub base. 3. Seal layer - PU strengthening layer 4. Second Layer-(02 coats) PU Elastic layer of 2mm 5. Third layer-PU Surface layer 6. Line Marking With PU Paint. (MR)

Providing/Fixing/Installation of Volleyball l'ole As per Olympic Standard including all charges & as per the instructions of the Engineer In-Charge. (MR)