Construction of Ice Skating Rink cum Roller Skating Rink at Manali and Wayside Amenities and Parking at Dhundi, District Kullu, Himachal Pradesh

( A ) Construction of Ice Skating Rink Cum Roller Skating Rink at Manali :- Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth at approved dumping sitel by mechanically & manual upto all lead & lift as per direction of Engineer incharge dumping site/disposel site shall be arranged by the contractor at he own cost and nothing shall be paid extra. All kinds of soil

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, including getting out the excavated soil and disposal of surplus excavated earth at approved dumping sitel by mechanically & manual upto all lead & lift as per direction of Engineer incharge dumping site/disposel site shall be arranged by the contractor at he own cost and nothing shall be paid extra. -- All kinds of soil

Stone /Boulder filling under floor dry hand packed including carriage of material upto all leads and lifts and as per direction of Engineer incharge.

Sand filling under floor including carriage of material upto all leads and lifts and as per direction of Engineer incharge.

Providing Responsive Active Sports Floor ,4.5mm thick flooring with glasss fibre Roll size 1.80mx20.00mtr complete including fixing at site complete in all respect including carriage of material upto all leads and lifts and as per direction of Engineer-in-charge.

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, including carriage of material upto all leads and lifts and as per direction of Engineer-in-charge.

Providing and laying brick bat filling in foundation and plinth including carriage of material upto all leads and lifts and as per direction of Engineer incharge.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : --- (a) 1:2:4 (1 Cement : 2 coarse sand) : 4 graded stone aggregate 20 mm nominal size) including carriage of material upto all leads and lifts and as per direction of Engineer-in-charge.

Providing and laying cement concrete mechanically mixed 1:4:8 (1 cement : 4 sand : 8 graded stone aggregate 40mm nominal size) curing complete excluding cost of form work in foundation and plinth including carriage of material upto all leads and lifts and as per direction of Engineer Incharge.

Providing and laying damp proof course 50mm thick with cement concrete 1:2:4 ( 1 Cement : 2 Sand: 4 Coarse aggrgate 20mm nominal size ) including carriage of material upto all leads and lifts and as per direction of Engineer Incharge.