Restoration of rain damages LWSS Sakri Jalakh

Excavation in foundation, trenches ( for pipes & pits) upto all depths in all classification of earth work such as pick work, jumper work, saturated soil including bailing and pumping out water, blasting soft/ hard rock or chieselling soft/hard rock where blasting is prohibited in all lifts including trimming and dressing of sides, leveling of beds to correct grade i/c shoring /strutting , planking, timbering & dewatering wherever required, stacking the useable & unuseable material /soil separately & after laying jointing & testing of pipes, returning the useable soil in trenches in 15 cm layers including consolidating of such deposoited layer by ramming & watering & then disposing of all surplus excavated soil /unusable material as directed with in all leads & lifts including restoration of metaled , unmetalled surfaces & including cost of diversion for traffic, night signals, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respects with in all leads & lifts as per directions of Engineer-in-charge.

Providing and laying cement concrete 1:6:12(1: cement :6 sand :12 graded crushed stone agg. of 40mm. Nominal size) and curing complete excluding the cost of form work in foundation and plinth with in all leads and lifts as per the direction and satisfaction of the Engineer-in-charge.

Random rubble masonry polygonal rubble masonery (uncoursed/ brought to courses) with hard stone of approved quality in foundation and plinth including levelling up with cement concrete 1:6:12 racking out of joints in Cement Mortar 1:6 (1cement: 6 sand) with in all leads & lifts as per direction & entire satisfaction of the Engineer - in- charge.

Brick work using common burnt clay building bricks (2nd. class) in super structure above plinth level upto floor two level in cement mortar 1:6 (1cement:6 sand) with in all leads & lifts as per direction & entire satisfaction of the Engineer - in- charge.

Providing and fixing pressed steel door frames manufacture from commercial mild steel sheet of 1.25mm thick including hinge,jamb,beed and if required angles thrashold of mild steel angle of section 50x25mm or base ties of 1.25mm pressed mild steel welded or rigidly fixed together by mechanical means,adjustable lugs with split and tails to each jamb including steel butt hinges 2.5mm thick with mortar guards,lock stricke plate and shock absarbers as specified and applying a coat of approved steel primer after pretreatment of the surface Profile-B with in all leads and lifts complete in all respect.

Providing and fixing paneled glazed or paneled and glazed shutters for doors, windows and clear story windows including black enameled iron butt hinges with necessary screws 40mm thick second class deodar wood with in all leads & lifts as per direction & entire satisfaction of the Engineer - in- charge.

Providing form work with steel plates 3.15mm. thick welded with angle iron in frame 30x30x5mm. So as to give a fair finish including centering shuttering strutting and propping etc, with wooden battens and ballies height of propping and centering below supporting floor to ceiling not exceeding 4 mtrs. and removal of the same for insitu reinforced concrete and plain concrete work in :-

Foundation footing bases of column and the like mass concrete complete in all respect with in all leads and lift as per direction & satisfaction of the Engineer-in-charges.

Flat surfaces such as soffits of suspended floor, roofs landing and the like floors etc.upto 200mm in thickness.upto all thickness including all with in all leads & lifts as per direction & entire satisfaction of the Engineer - in- charge.

Beams, cantilever, girders and lintels sides and soffits of beams, beam haunchings, cantilevers, bressumers and lintels not exceeding 1 mtr. In depth in all heights from floor with in all leads & lifts as per direction & entire satisfaction of the Engineer - in- charge.