C.O Jeori Nawaroo Bonda road Km. 0.000 to 6.790

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 structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto all leads , dressing 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.

Random rubble stone masonry in cement mortar 1:6 (1 cement : 6 sand) in foundation & super structure complete as per drawing and technical specification clauses 702, 704, 1202 & 1203 including hauling of material in all leads and fifts as per the entire satisfaction and direction of Engineer-in-charge.

Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification clause 802,803,1202 & 1203. P.C.C. M-10(1) (mechanical mix and vibrated graded crushed stone aggregate) 1:3:6 including carriage of material through all modes of transportation with in all leads and lifts, as per PWD specifications and direction of Engineer-in-Charge.

Providing and laying reinforced cement concrete 1:1.5:3 (1 cemnt: 1.5 sand : 3 graded stone aggregate 20mm nominal size compacting the concrete with mechanical mixure and vibrator and curing complete excluding cost of from work and reinforcement for reinforce concrete work in: including carriage of materials through all modes of transportation with in all leads and lifts and as per HPPWD specification of 1990 volume-I and as per direction of the Engineer-in-charge. Suspended floor roos, landing and sheleves and their supports balconies beams, girders, bressumers and contilever in super structure for all floor and all level

Supplying fitting and placing HYSD bars reinforcement complete in super structure as per drawing and technical specification. including hauling of material in all leads and lifts as per the entire satisfaction and direction of the Engineer-in-Charge.

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

Centering and shuttering including strutting, propping etc. and removal of form for foundations, footings, bases of columns, etc. for mass concrete including hauling of material in all leads and lifts as per the entire satisfaction and direction of Engineer-in-charge.

Supplying and installation of delinators (road way indicators, hazard marker, object markers) 80-100 cm high above ground level, painted black and white in 15cm wide strips, fitted with 80x100mm rectangular or 75cm dia circular reflecorised panels at top, buried or passed into fround and conforming to IRC-79 and drawings. including hauling of material in all leads and lifts as per the entire satisfaction and direction of Engineer-in- Charge.