Devlopment of Papdahandi Memorial Park at Papadahandi.

Civil Work 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.

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.

Filling available excavated earth (excluding rock) in trenches plinth sides of foundation etc.in layers not exceeding 20 cm in deepth ,consolidating each deposited layers by ramming and watering ,lead up to 50 m and lift up to 1.5 mt. etc including cost of all labour , sundries etc complete in all respect as per the direction of Engineer-In-Charge.

Supplying, diluting and preparing chemical emulsion like CHLORPYRIPHOS or other chemicals approved by Central Insecticides Board or as directed by the manufacturer and spraying the mixture uniformly by sprayer as pre-constructional anti termite treatment and creating a chemical barrier under and around the column pits, wall trenches, basement excavation, top surface of plinth filling, junction of walls and floors along with external perimeter of the building, expansion joints, surrounding the pipes and conduits etc. complete at the rate of 7.5 liters (or as directed by the manufacturer) per SQM on vertical and 5.0 liters per SQM on horizontal surfaces, 50% of the emulsion to be filled in the holes made in trenches at 150mm center to center etc.complete as per IS:6313/1981(Part-II) and as per the direction of the Engineer-in-charge including cost of all materials, labour, taxes, etc. complete.

Providing, lifting, hoisting and laying Reinforced cement concrete of M-25 (1:1:2) Grade to Footings, plinth band,beam,column, lintel and slab. with 12mm to 20mm size black hard crusher broken granite chips of approved quality from approved quarry including mixing and compacting to proper shape and size, level and plumbs and finishing the exposed surfaces smooth, scaffolding, watering and curing for the required period including cost of all materials with taxes, royalties transportation, loading and unloading, all labour, sundries, T&P including hire & running charges of concrete mixer and vibrator etc completed as per direction of the Engineer-in-charge but including the material cost for centering and shuttering but excluding labour for reinforcement bars for the work. Footing