Construction of link road from Kando to Senga Km 0/0 to 4/00.

Excavation in earthwork in hilly area all heights and depths, in all kind of soils including saturated soil comprising of mixed soil, ordinary rock and hard 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 chiseling and wedging out rock (where blasting is prohibited). All earth work in cutting/excavation, including rock excavation shall be carried out true to lines, grades, side slopes, width, camber, super-elevation and level as shown on the drawings or as directed by the Engineer-in-charge, in conformity with the requirement of technical specification of Ministry of Rural Development for Rural Roads August, 2004 (Two Thousand Four),and clause 16.2 (Sixteen point two) of Genral condition for Contract to achieve designed formation width including hauling and stacking of material useful for construction at suitable sites and safe disposal of unsuitable cut materials by all modes of transportations in all leads and lifts at specified places. in specified manner, systematically with due consideration to avoiding adverse effects on environment, trimming, filling of unevenness, blind age and finishing of the road to specified dimensions to the entire satisfaction as directed by the Engineer-in charge for smooth riding. The recovery for stones, whether useful or not, for 1412.33 cubic metre(One thousand four hunderd tweleve point thirty three cubic metre ) in all cases at the rate of Rupees 300/- only (Rupees Three hundred only) per cubic meter shall be effected on prorate basis.. Any loss to the public and private property during the course of excavation shall be the absolute responsibility of the contractor, which shall have to be duly compensated by him in all cases.

Earth work in excavation for structure as per drawing and technical specification clause 305.1 I/c setting out ,construction of shoring and bracing removal of stums and other deletarious materials and disposal upto a lead of 50 metre, dressing of sides and bottom and back filling in tranches with excavated suitable material.including carriage of material in all leads and lifts as per the direction of the Engineer- In- charge.

P/L Cement concrete 1:4:8 ( one cement : four sand : eight graded stone aggregate twenty five millimeter nominal size)for plain/ reinforced concrete work in open foundation complete as per drawing and technical specification Clauses 704.6 and 1302.5.including carriage of material in all leads and lifts as per the direction of the Engineer- In- charge.

Construction of dry rubble masonry for retaining walls.brest walls.revetment walls & parapets etc. for sub structure and super structure complete as per drawing and technical specioficatiom clause 704.6 and 1302.5.including carriage of material in all leads and lifts as per the direction of the Engineer- In- charge.

Stone masonry in cement mortar for structure complete as per drawing and technical specioficatiom clause 702,704,1202&1204 random rubble masonry ( 2nd soet) in cement mortar 1:6 including carriage of material in all leads and lifts as per entire satisfaction of the Engineer in charge.including carriage of material in all leads and lifts as per the direction of the Engineer- In- charge.

Providing back filling with granular material behind abutment, wing wall and return wall complete as per drawing and technical specification clause 1204.3.8.including all leads,lifts and carriage of materials complete as per entire satisfaction of the Engineer in charge.including carriage of material in all leads and lifts as per the direction of the Engineer- In- charge.

Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm (One hundred milimeter) dia AC pipe extending through the full width of the structures with slope of 1 (one vertical) (V):20 (Twenty Horizential) (H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7, including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts, including all incidental charges.

Providing and Laying of boulder apron laid in wire crate 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally ) including 10% extra cost for laps and joints laid with stone boulders weighing not less then 25 kg each as per drawing and technical specification s clause 1301. (Wire create for dumping side)including carriage of material in all leads and lifts as per the direction of the Engineer- In- charge.