Construction of Block Development Office Building at Churag Tehsil Karsog Distt Mandi Himachal Pradesh sub head Civil work water supply and sanitary installation etc

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means in all kind of soil over areas upto any depth & in width as well as any sqm on plan including getting out and disposal of excavated earth all complete including carriage of materials with in all leads, lifts and other incidentals complete in all respect as per direction and to the entire satisfaction of Engineer-in-Charge. Any loss to the public or private property during the course of excavation shall be the sole responsibility of the contractor which shall have to be duly compensated by him at his own cost in all cases.

Carriage of excavated earth by mechinical transport including loading, unloading and staking up to a lead of 5 km complete in all respect.

Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation, trenches, drains (Any width or square metre on plan), including dressing of sides and ramming of bottoms, lift upto any height, including getting out the excavated soil and disposal of surplus excavated soil as directed in all kinds of classification, of soils such as pick work, jumper work, blasting work saturated soils including chiseling or any other mixed variety of soils, dewatering and / or removal of slush and other incidentals within all leads and lifts complete in all respect as per direction and satisfaction of Engineer-in-Charge. Any loss to the public or private property during the course of excavation shall be the sole responsibility of the contractor which shall have to be duly compensated by him at his own cost in all cases.

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 material with in all leads, lift, and other incidentals complete in all respect as per direction and to the entire satisfaction 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: 1:5:10 (1 cement : 5 coarse sand): 10 graded stone aggregate 40 mm nominal size) including carriage of material within all leads lifts and other incidentals complete in all respect as per direction and to the entire satisfaction of Engineer-in-Charge.

Making plinth protection 50 mm thick of cement concrete 1:3:6 (one cement : three coarse sand (zone - III) : six graded stone aggregate 20 mm nominal size) over 75 mm (seventy five milimetre) thick bed of dry brick ballast 40 mm (forty mimi metre) nominal size, well rammed and consolidated and grouted with fine sand, including carriage of materials with in all leads, lifts and other incidentals complete in all respect as per direction and to the entire satisfaction of Engineer-in-Charge.

Providing and laying in position specified grade of reinforced cement concrete 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) mechanically mixed, vibrated and curing complete excluding the cost of centering, shuttering, finishing and reinforcement all work up to plinth level including carriage of materials with in all leads, lifts and other incidentals or as per the direction and to the entire satisfaction of Engineer-in-Charge.

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 any level excluding the cost of centering, shuttering, finishing and reinforcement in secified grade of reinforced cement concrete 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) mechanically mixed, vibrated and curing complete as required including carriage of materials with in all leads, lifts and other incidentals or as per the direction and to the entire satisfaction of Engineer-in-Charge.

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 all levels excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) mechanically mixed, vibrated and curing complete including carriage of materials with in all leads, lifts and other incidentals or as per the direction and to the entire satisfaction of Engineer-in-Charge.

Reinforcement cement concrete work in arches, archribs, domes, vaults, shells, folded plate and roofs having slope more than 15° (fifteen degree) up to all floor level excluding the cost of centring, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) mechanically mixed vibrated and curing complete including carriage of materials with in all leads, lift and other incidentals as per direction and to the entire satisfaction of Engineer-in-Charge.