PDNA Works under LWSS Bagli Chalali in Tehsil Pragpur Distt. Kangra (HP )

Excavation in foundations, trenches etc., in earth work, lift upto 1.50 mts.stacking the excavated soil not more than 3 metres clear from the edge of excavation & returning the stacked soil in 15 cm.layers, when required into plinths sides of foundations etc. consolidating each depositrd layer by ramming & watering & then disposing of all surplus excavated earth as directed within a lead of 20 meters complete in all respect as per entire satisfaction of Engineer in Charge. Earth work without dewatering

Earth work with dewatering

Providing and laying cement concrete 1:3:6 (One cement is to three sand is to six graded stone aggregate 40 milimetre nominal size) and curing complete excluding the cost of form work in foundation and plinth with in all leads and lifts as per the direction of Engineer-in-charge.

Providing and laying cement concrete 1:1.5:3(One cement is to one and half sand is to three graded stone aggregate 20 milimetre nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in:- a) Foundation,footings bases of column and the like mass concrete within all leads and lifts as per the direction of Engineer-in-charge.

Walls (any thickness) butt not less then 0.10 metre thickness) attached pillasters, buttresses, plinth and string courses etc. from top of foundation up to floor two level with in all leads and lifts as per the direction of Engineer-in-charge.

Suspended floor,roofs,landing & shelves & their support balconies, beams, girders, bressumers & cantilever upto floor level with in all leads and lifts as per the direction of Engineer-in-charge.

Arches upto floor two level with in all leads and lifts as per the direction of Engineer-in-charge.

Providing and laying no fine concrete 1:4(1 cement: 4 stone aggregate) with in all leads and lifts complete in all respect.

Providing form work with steel plates 3.15 milimetre thick welded with angle iron in frame 30*30*5 milimetre so as to give a fair finish including centring,shuttering,strutting and propping etc. with wooden battens ballies,height of propping and centring below supporting floor two ceiling not exceeding 4 metre and removal of the same for in-situ-reinforced concrete and plain concrete work in- a) Vertical surfaces such as walls (any thickness) partitions walls and the like including attached pillasters,buttreses plinth string courses and the like within all leads and lifts as per the direction of Engineer-in-charge

Flat surfaces such as soffits of suspended floors, roofs, landing and the like floor etc. up to 20 mm in thickness including all leads and lifts complete in all respect.