C/O B/Wall in Housing Board Colony Near Verma Ply House Kangra

Excavation in foundation, trenches etcetra in earth work in all kind of classification of soil such as pick work, jumper work, pick jumper work, blasting work, soft and hard blasting and doing work in saturated soil, including chiselling or wedging out rocks where blasting work is prohibited or any other mixed variety of soil including shoring, strutting, de-watering and pumping or bailing out water (surface and sub soil water) upto any depths any quantum of water including slush which may arise during de-watering or removal of slush, lift upto any height stacking the excavated soil not more than 3 metres (Three metres) clear from the edge of excavation and then returning the stacked soil in 15cm (Fifteen centimetre) layers, when required into plinths, sides of foundation etcetra consolidating each deposited layer by ramming, watering and then disposing of all surplus excavated earth as per specification, approved drawing design as per the entire satisfaction and direction of the Engineer-in-Charge including carriage of material within leads, lifts and other inciddentals. Ther ate is inclusive of octroi, royality, malkhana, toll tax, GST or any other taxes imposed by the Government.

Providing and layingmechanically mixed and vibrated plain cement concrete in foundation and plinth,as per drawing and Morth technical specificatons section 800,900,&1200 for nominal mix 1:5:10(one cement:five sand:ten graded stone agg.40mm(forty milimeter)nominal size) and curing complete as per direction of Engineer-in-Charge and as per the drawing and carriage of labour,equipments and materials to various location through transporation in all leads, and other incidential complete in all respect.The rate including octroi, royality, toll tax, sale tax or other taxes imposed by the Government.

Providing weapholes in brick masonry / stone masonry /plain reinforced concrete abutment, wing wall, return wall with 110 mm dia(Hundred ten milimetre)having minimum pressure 4.50 kg.per cm2 PVC pipe extending through the full width of the structures with slope of 1(v):20(H) towards drainage face complete as per drawing and technical specification clauses 614, 709, 1204.3.7 as per direction and entire satisfaction of Engineer-in -charge including carriage of material.The rate is inclusive for carriage of materials within all leads, lifts and other incidentals. including octroi, royality, toll tax, sale tax or other taxes imposed by the Government.