Ordinary repair on NH.705 Theog Kotkhai Hatkoti road Km 0.0 to 69.0

Amount

Earth work in excavtion of foundation of structure in ordinary soil in all kinds of earth by manual means including spade work, Pick Work, Jumper work, blasting work in soft rock and their intermediate classification of soil, including chiseling and wedging out of rock with in all depths and lifts including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottoms, back filling the excavated earth to the extent required and utilizing all remaining earth locally for road work as per MORT&H specification NO. 304 complete in all respect including carriage of materials and equipment in all leads and lifts with all modes of transportation as per direction of the Engineer-in-Charge.

Providing and laying Plain /Reinforced Cement Concrete Cement at the rate of 5.50 bags ( five point fifty bags ) per cubicmetre nominal mix ( 1: 2.5 : 5 ) ( one cement two point five sand five crushed stone aggregate ) ( sixty percentage of twenty millimetre and forty percentage of ten millimetre nominal size ) in open Foundation complete as per Drawing and technical specifications clauses 1500, 1700, 2100 PCC Grade M15, in all leads, lifts and carriage of materials by all means of transport etc. as per direction of the Engineer-in-Charge.

Backfilling with Grannular material behind abutment,wing wall and return wall complete as per drawing & technical specification Clause 1204.3.8 in all leads, lifts and carriage of materials by all means of transport etc. as per direction of the Engineer-in-Charge.

Providing and laying boulder apron laid in wire crates of 4mm dia GI Wire conforming the IS 280 and IS 4826 in 100m *100mm mesh(woven diaognally) including 10% extra for lapse and joint laid with stone boulder weighting not less than 25 kg each as per drawing and technical specification clause 1301.Any loss to public /private poperty during course of excavation shall be the whole responsibility of the contractor including carriage of materials by all modes of transportation as per the direction by the Engineer-in-charge

Providing Weep Holes in Brick Masonary/Stone Masonary/Plain/Reinforced Concrete Abutments/Wing Wall/Retaining Wall with 100mm Dia AC pipe extending through the full width of the structures with slope of 1V:20H towards drawing face complete as per drawing and techincal specifications cluases 614, 709, 1204.3.7 as per direction of the Engineer-in-Charge in all leads, lifts and carriage of materials by all means of transport etc. as per direction of the Engineer-in-Charge.