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.

Stone Masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 with randum rubble masonry in cement mortar 1:6 (1 cement :6 sand) including carriage of material with in all leads and lifts as per direction of Engineer-In-Charge.

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. P.C.C grade M 10(1) (Mechanincal mix and vibrated graded crushed stone aggregate) 1:3:6 Including carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of Engineer- in Charge.

Providing and laying reinforced cement concrete 1:1.5:3 ( 1 Cement: 1.5 sand: 3 graded stone aggregate 20mm nominal size compacting the concrete with mechanical mixure and vibrator and curing complete excluding cost of orm 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 HP PWD specification of 1990 volume-1 and as per direction of Engineer in Charges 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 clauses 1002, 1010 and 1202 including carriage of mateial within 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 & technical specification clause 1204.3.8 including carriage of material within all leads and lifts. including all leads and lifts as per directions of Engineer in Charge.