Improvement Rejuvenation and sanitary protection near JK Tyre shop Tanda in Ward No. 11 MC Palampur in Tehsil Palampur Distt. Kangra H P

Excavation in foundation trenches etc.in earth work in all kinds of soil such as pick work,jumper work,blasting in soft and hard rock and chiselling work including saturated soil slushy soil and under floor upto all depth and stacking the excavated soil not more than 3 metre clear from the edge of excavation and then returning the stacked soil in 15 centimetre (Fifteen centimetre)layer when required into plinth sides of foundation etc.consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed by the Engineer-in-charge.

Providing and fixing 10mm anti skit water proof stain impact resistant nictco or equivalent heavy duty verified tiles 300x300x10mm wall tils within all leads and lifts as per the direction of Engineer-in-charge.

Providing and laying 10 milimetre thick anti acid water proof stain and impect resistent Noitco or equivalent (Heavy duty) vetfified tiles of size upto 600x600x10 milimetre manufactured and colour in flooring in treads of steps and landing laid on a bed of 12 milimetre thick in cement mortar 1:3 (One cement is to three sand) jointed with cement slury mixed with pigment to match the shade of tiles within all leads and lifts as per the direction of Engineer-in-charge.

Providing form work with steel plates 3.15 milimetre thick welded with angle iron in frame 30x30x5 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) Flat surfaces such as soffits of suspended floors,roofs,landings and the like floors etc.upto 200 milimetre in thickness within all leads and lifts as per the direction of Engineer-in-charge.

b) 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.

Boulder filling/stone soling properly hand packed tightly/interstices with Kharanja stone under floor including carriage of material spreading, watering and rolling of hiding material moorum or earth etc. within all leads and lifts as per the direction of Engineer-in-charge.

Providing and laying cement concrete 1:3:6 (One cement is to three sand is to six graded stone aggregate 20 milimetre nominal size) and curing complete excluding the cost of form work in foundation and plinth within all leads and lifts as per the direction of Engineer-in-charge.

Providing and laying cement concrete 1:4:8 (One cement is to four sand is to eight graded stone aggregate 40 milimetre nominal size) and curing complete excluding the cost of form work in foundation and plinth within all leads and lifts as per the direction of Engineer-in-charge.

Providing and laying cement concrete 1:2:4 (One cement is to two sand is to four graded stone aggregate 20 milimetre nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced cement concrete work in:-