G T ROAD PAR GOGA JAHARVEER MANDIR V NATHYSINGH KI DHARMSHALA KE SAMNE SAIDE PATARI PAR INTERLOCKING TAAILS LAGANE KA KARY

Earth work in excavation including all camp AS Si 251

Disposal of malba

providing laying spreading and compacted 22.40-53 mm graded stone aggregate with fine sand , laying in uniform compacted layers of 100 mm thick with hand roller in sub base/base course on well prepared surface and compacting including all T&P taxes & labour cess etc as directed by engineer in charges etc all. complete as per technical specification clarse 406.

Cement concrete with 2cm gauge approved stone grit, coarse sand & cement in proportion of 1:1.50:3 in cc pavement (theckness as per design) cement coarse & fine aggregate confirming to IS standard mixed in concrete mixture /Plant of not less then 0.2 cum capacity & appropriate weight batcher using approved mix design, laid in approved fixed form work (steel) channel) laying and fixing of 125 micron thick polythene film, wedges, steel plates including leveling the form work spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including hassion cloth for curring of concrete pavements for not less then 14 days curring compound (where as specified) and water finishing to lines & grade including supply of all material, labour, tools & plants etc. required for proper completion of work and also including complete shifting of Recron 38 fibre reinforcement material etcl & concrete etc. As per S.I no new item 9

Supplying & fixing 80 mm thick Precast cement concrete I shape inter locking paver block ISI mark confirming to IS 15658-2006 with top layer of minimum 5 mm thickness having plan dimention 200x( 160+120mm) of op cement , smooth high gloss finish, skid resistant,manufactured from rubur moulds through vibro -compression mechanism. The compressive strength of concrete pavar block shall not be less than 40MPa and weight 4.5 kg per no. including cost of meterial, with blanket layer of 4.00cm thick fine sand including labour T& P etc required for proper completion of the work as directed by Engineer-in-charge. as new item 14 +11(ii) = 820+35x1.8=883

S/F Inauguration sign board with all complition.

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