Restoration of rain Aug of Sewerage Scheme for Mandi Town and providing sewerage facility to adjoining villages of Mandi Town Distt Mandi HP

Excavation in foundation and trenches etc. (including pipes and pits upto all depths) in all kinds of soil such as pick work, jumper work, blasting and chiselling soft or hard rock where blasting is prohibited in all leads and lifts including trimming and dressing of sides, levelling of bed to correct grade stacking the excavated soil clear from the edge of excavation and returning the excavated soil after laying, jointing and testing of GI pipes in trenches in 15cm layers including consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated soil as directed in all leads and lifts and soring strutting and trimming dressing where ever required including restoration of un-metalled surface to its original condition including cost of diversion for traffic night signals fixing caution board, crossing over trenches for access to houses and fencing etc. complete in all respects with in all leads & lifts as per directions of Engineer-in-Charge.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:3:6 (1 cement : 3 coarse sand): 6 graded stone aggregate 40 mm nominal size) in all leads and lifts.

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 in all leads and lifts.

Centering and shuttering including strutting, propping etc and removal of form for all heights Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.in all leads and lifts

Centering and shuttering including strutting, propping etc and removal of form for all heights Suspended floors. roofs, landings, balconies and access platform in all leads and lifts.

Centering and shuttering including strutting, propping etc and removal of form for all heights Edges of slabs and breaks in floors and walls under 20 cm wide in all leads and lifts.

Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc above plinth level up to floor five level, excluding cost of centering, huttering, finishing and reinforcement 1:1.5:3 (1 cement: 1.5 coarse sand) : 3 graded stone aggregate 20 mm in all leads and lifts.

Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of entering, shuttering, finishing and reinforcement, with 1:1.5 :3 (1 cement :1.5 coarse sand) : 3 graded stone aggregate 20 mm nominal size) in all leads and lifts.

Steel reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Mild steel and Medium Tensile steel bars in all leads and lifts.

Coursed rubble masonry with hard stone (first or second sort) in superstructure above plinth level and upto floor five level. in plinth with : Cement mortar 1:6 (1 cement : 6 coarse sand) in all leads and lifts. (Labour Rate)