C.O Chhoti Rai Khad to Kanchi Km. 0.000 to 1.525

Amount

Excavation in Hill area by manual/mechanical means:- Excavation in soil in hill areas all heights and depth in all kind of soil including saturated soil comprising of mixed soil, ordinary rock and hardd rock all work of rock cutting by blasting shall be carried out by taking all necessary precautions against soil erosion, damage to hill side, water pollution etc. and to protect stability of hill side. Rock shall be excavated with chiselling and wedging out rock( where blasting is prohibited) including cutting and trimming of side slopes and disposing of excavated earth with a lift upto all heights and all leads as directed by the Engineer-in-Charge, in conformately with the requirement of technical specification of rural roads clause 1603.1 all useful material such as stone, shingle, aggregates& slate etc. shall be sorted out and stacked along the road side properly. Any loss to the public and private property to during the course of execution shall be the absoulte responsibility of the contractor which shall have to be duly compensated by him in all cases.

Earth work in excavation for structure in all depth as per drawing and technical specification Clause 305-1 including setting out, construction of shoring and bracing , removal of stumps and other deleterious material and disposal upto all lead dressisng of sides and bottom and back filling in trenches with excavated suitable material in ordinary soil upto all depth. as directed by the Engineer-in-charge.all useful material such as stone, shingle, aggregates& slate etc. shall be sorted out and stacked along the road side properly. Any loss to the public and private property to during the course of execution shall be the absoulte responsibility of the contractor which shall have to be duly compensated by him in all cases.

Providing and laying cement concrete 1:6:12 (1 cement:6 sand : 12 graded stone 40mm agregate nominal size) and curing complete excluding the cost of form work in foundation foundations and plinth including carriate of material in all leads and lifts as per the entire satisfaction and direction of the Engineer-in-Charge.

Square rubble stone masonry work in cement mortar in foundation complete as per drawing and technical specification clauses 702, 704, 1202 & 1204 with square rubble masonry in cement mortar 1:6 (1 cement :6 sand) 2nd short. as per drawings and technical specification including carriage of material within all leads and lifts and other incidentals and as per direction of Engineer-in-charge.

Random rubble stone masonry work in cement mortar in insubstructure complete as per drawing and technical specifications clause 702,74,1202 & 1203. Random rubble masonry in 1:6 (2nd sort) cement mortar. including hauling of material in all leads and lifts as per the entire satisfaction and direction of the 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 1:2:4(1 cement:2 sand : Four graded stone aggregate 20mm nominal size) including hauling of material with in all leads and lifts and as per HP.PWD. specifications of 1990 volume-I and as per direction of Engineer-in-charge.

Providing and laying cement concrete in retaining walls, retrun walls, walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc. upt to floor five level including the cost of centering, shuttering and finishing 1:11/2:3 graded stone aggregate 20mm nominal size including hauling of material in all leads and lifts as per the entire satisfaction and direction of Engineer-in-Charge.

Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications. including carriage of material within all leads and lifts and other incidentals and as per direction of Engineer-in-charge.

Backfilling behind abutment, wing wall and return wall complete as per drawings and technical specification clause 1204.3.8 wutg grabykar nateruak including hauling of material in all leads and lifts as per the entire satisfaction and direction of the Engineer-in-Charge.

NARAYAN SINGH