Devlopment of Papdahandi Memorial Park at Papadahandi.

Clearing and grubbing Internal Internal Internal Road land including uprooting rank vegetation, grass, bushes, shrubs ,sapling and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable material and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.

Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 metres and earth filling in the depression/pit. Girth from 300 mm to 600 mm for Site Devlopment

Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 metres and earth filling in the depression/pit. Girth from 600 mm to 900 mm for Site Devlopment

Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 metres and earth filling in the depression/pit. Girth from 900 mm to 1800 mm for Site Devlopment

Earth work in excavation in hard soil/ Gravelly soil by mechanical means (Hydraullic excavator)/manual means overareas (exceeding 30 cm in depth, 1.5 m in width as well as 10sqm on plan) inculding disposal of excavated earth up to 50 m and lift upto 1.5m with all lead andlift including shoring, shuttering & dewatering (if required) with cost of all Labour, Labourcess ,Hire & Running charges of the water pumps, T & P required for the work complete asdirected by the Engineer- in- charge.

Extra for every additional lift of 1.5 m or part there of in excavation/ banking excavated or stacked materials

Supplying & Filling foundation trenches , plinth & ditches with clean course river sand well watered and rammed in layers not exceeding 23 c.m. in depth with all lead and lift including cost, conveyance, loading, unloading, stacking,royalties and all taxes of sand,cost & conveyance of water, cost of all Labour,labour cess,T&P required for the work etc. complete in all respect as directed by the Engineer- in-charge.

Excavation of any approved type of soil in approved borrow area by mechanical means and unloading the soil within the lead of 5 KM on properly prepared & scientificaly approved surface including spreading & levelling the earth in 22.5cm layers to make ready for watering & compaction with sheep foot roller & dozers but excluding watering & compaction in dams & dykes for all heights including construction maintenance , watering & lighting of haul road & borrow area etc complete as per direction of Engineer-in-charge. (Measurement of the fill to be taken on the finished compacted section under OMC condition.)

Providind and laying of cement concrete of grade 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size of approved quality from quarry mixing in concrete mixer,lowering and compacting in proper thickness ,watering and curing for the required period.including all cost of labour material ,conveyance, royalities and taxes, sundries,T&P etc,but excluding cost of centering and shuttering all complete as per the direction of Engineer-In-Charge.

Construction of granular sub-base by providing of grading-VI material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the.