Construction of Protection work By way of Cement concrete Protection wall and Crate Work along Lankerchay Nallah Upto Road Crossing NH-301 (at Spots)Under State Sector

Amount

Earth work in excavation by mechanical means (Hydraulic excavator) over areas(exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) includinggetting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, asdirected by Engineer-in-charge

All kind of soil 60%

Ordinary rock 30%

Hard Rock (BP) 10%

Earth work in excavation by manual means in trenches for foundation ,drains, pipes ,cables etc.(Not exceeding 1.5mtr in width ) and for shafts, wells, cesspits and the like not exceeding 10sqm on plan ,depth up to 1.5mtr including disposal of excavated earth up to 1mtr from cutting edge, disposed earth to be leveled and neatly dressed in:

All kind of soil 60%

Ordinary rock 30%

Hard Rock (BP) 10%

Dumping /filling of stone in horizontal on level excluding cost of stone but including all carriage complete.

Cast in situ plum concrete work of nominal mix concrete M-10 grade (total mass of dry nallah aggregate 480kg(max excluding plums) and water 34Kg (max) per 50kg of cement) nominal max size of stone aggregate 20mm, volumetric batching using plum aggregate 20mm, volumetric batching using plum (size over 160mm, split nallah stone or quarry stone) @20% of gross volume upto plinth level excluding cost of form work and including curing and all carriage complete..

Centring and shuttering including strutting propping etc,and removal of form work for Walls (any thickness) incld. attached pilasters, buttresses, plinth & string courses etc. incl. form work for suspended floor Foundations etc, Complete job

Disposal of excavated surplus earth /Mulba for an average lead upto 01 Km by MT.

Hand packing stones in wire crates excluding cost of stone but including cost of crates , and all carriage complete.

Filling of avalable excavated earth (excluding rock) in trenches plinth ,side s of foundation etc. layers not exceeding 20Cm in depth ,consoloadating each deposited layer by ramming and watering lead upto 50mtr and lift upto i.5 mtr

Provision for Design Stability ,Scour,depth dully wetted by NIT Srinagar.

M/S KHADIM HUSSAIN (BID ID -135962)

M/S MOHD TAHIR (BID ID -135845)

M/S SHABIR HUSSAIN (BID ID -135849)

M/S Mohd Abdullah Akchimal (BID ID -135993)

M/s Gulzar Hussain (BID ID -135604)

M/S MOHD HUSSAIN (BID ID -135895)