Patch Repair of Roads at I.A Sandila (Ph-II) Distt. Hardoi

Amount

Earth work in excavation in soil mixed with gravel and boulders,excavation should be in regular form of pits not exceeding 0.50 mtr, in depth including dressing the surface to required levels and slopes and also including 1.5 M lift and 30 M. Lead the earth from cutting to be used for embankement inclusive of cost shifting of surplus earth upto 30 Mtr. distance average distance from site as directed by Engineer-in-charge.

Preparation and consolidation of subgrade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth,dressing to camber and consolidation with road roller including making good the undulationd etc. and re-rolling the sub grade and disposal of surplus earth lead upto 50 meters.

Sand Filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 km from site of the work and including cost of all materials, labour and T&P etc. required for proper completion of the work.

Consolidation of old recoverd base materila in 10 cm thick layers by road roller including hire charges and fuel charges of road roller including opening out stack sorting ballast into different sizes,spreading and carriage of matals and T&P etc. required for proper completion of work.

Collection and stacking of 22.4-53 mm gauge hard stone ballast for repaire of patch/pot holes from approved quarry including royality octroi cartage upto site and all other taxes and also including stacking to the required templete after screening at road site including dressing of side burms as required where materials is to be stacked as per direction of Engineer-in-charge.

Collection of stone dust of approved quality and quarry for blinding material for ston ballast consolidation.including royality octroi cartage upto site and all other taxes and also including stacking to the required templete after screening at road site including dressing of side burms as required where materials is to be stacked as per direction of Engineer-in-charge.

Consolidation of stone ballast in patches and pot holes after cleaning& removing loose material, making in regular shape, incuding opening out stacks, spreading stone ballast in proper camber including levelling & dressing, making medhi to retain water and also including carriage of metal upto 30m, supply and maintenance of barries, caution posts, light at night and including all T&p etc. & also including arrangement of water for consolidation required for proper completion of the work as directed by Enginer-in-charge.

Cleaning of Prepared surface and laying premix carpet 2 cm thick over a tack coat with graded approved grit & bitumen including heating the paint to required temperature, mixing either in mixer or in hand drum including tack coat, cost & cartage of material maintenance of side patries & watering them curing operation for proper completion of work as per direction of Engineer-in-charge and as per MORTH specification No. 50 including supply of all materials and labour T&P and machines required for proper completion of the work.

Cleaning the premix surface and laying seal coat type 'A' with 6 mm graded premixed grit and bitumen with tack coat including heating the paint to required temperature, including cartage & cost of material and including maintenance of side patries & watering them during operation for proper completion of the work as per direction of the Engineer-in-charge and as per MORTH specification no. 511, including supply of all materilas and labour T&P and machines required for proper completion of the work.