Proposed SIEMAT at Jubbal Distt Shimla HP SH C/o Admin. Block, Male Hostel, Female Hostel i/c Internal, External services and development of site.

Cutting in earth work by mechanical means (Hydraulic excavator)/ manual means in all heights/ depths and in all kinds of soil such as kankar, moorum, shingle and decomposed of soft rock or hard rock i.e. their intermediate classification and chiselling/ wedging out of rock where blasting prohibited including saturated soils and filling in embankments etc. where necessary and disposal of excavated unserviceable materail in all leads and lifts through mechanical transportation on dumpting site (to be arranged by the contractor). Any damage to the private/ public property during execution will be restored by the contractor whatsoever the nature of the same maybe. The serviceable materials will be stacked in specified dimensions in all leads and lifts as per the direction of the Engineer-in-charge.

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains including dressing of sides and ramming of bottoms, including getting out the excavated soil and disposal of surplus excavated soil in all lead and lift as directed and entire satisfaction of the Engineer -in -charge in All kinds of soil i/c ordinary rock.

Supplying and filling in plinth with sand under floors,including watering, ramming, consolidating and dressing complete including carriage of materials in all leads and lifts.

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

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:4:8 (1 Cement : 4 coarse sand) : 8 graded stone aggregate 40 mm nominal size) including carriage of materials in all leads and lifts

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:5:10 (1 cement : 5 coarse sand): 10graded stone aggregate 40 mm nominal size) i/c curing complete, carriage of materials in all leads and lifts. including carriage of materials in all leads and lifts

Providing and Laying cement concrete 1:5:10 (1 cement : 5 coarse sand): 10graded stone aggregate 20 mm nominal size) and curing complete including the cost of formwork for plain/reinforced concrete in retaining walls, breast walls, the size of agreegate should be 20 mm including weephole as per technical specifications including carriage of materials in all leads and lifts.

Providing and laying cement concrete 1:3:6, (1 cement : 3 coarse sand: 6 graded stone aggregate, 20 mm nominal size) curing complete including the cost of fromwork for plain/reinforced concrete in retaining walls, breast walls i/c weephole as per technical specifications including carriage of materials in all leads and lifts.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:8:16 (1 Cement : 8 coarse sand) : 16 graded stone aggregate 40 mm nominal size) including carriage of materials in all leads and lifts.

Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone - III) : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth including carriage of materials in all leads and lifts.