Construction of 02 No. barracks of 30 capacity (Including enclosure wall approximately 325 meters) by demolish the old barracks in Central Jail Fatehgarh, District -Farrukahbad (U.P.)

Construction of 02 No. barracks of 30 capacity (Including enclosure wall approximately 325 meters) by demolish the old barracks in Central Jail Fatehgarh, District -Farrukahbad (U.P.)

BARRACK (30 PERSON) 2 Nos (G+1) Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50m and lift up to 1.5m, disposed earth to be levelled and neatly dressed. All kinds of soil

Excavating , Supplying , stacking and filling of local earth ( including Royalty) by mechanical transport up to lead of 5.0 KM also including ramming and watering of the earth in layers not exceeding 20cm in foundation trenches, plinth, side of foundation etc. complete for all lift Ground Floor

Supplying and filling in plinth with Jamuna sand under floors, including watering, ramming, consolidating and dressing complete. Ground Floor

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).

Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti- termite treatment (excluding the cost of chemical emulsion) : Along external wall where the apron is not provided using chemical emulsion @ 7.5 litres / sqm of the vertical surface of the substructure to a depth of 300 mm including excavation channel along the wall & rodding etc. complete: Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor : With Chlorpyriphos/Lindane E.C. 20% with 1% concentration.

Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5mm nominal size).

Applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil.

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) (a) Raft

(b) Beam