C/o Community Fish Pond cum Land Protect Wall at Siwo Area under Doka Village, East Kameng Dist.

Amount

SH : JUNGLE CUTTING Jungle Clearance

Clearing and grubinbing road land (Clearing and grubbing road land including uprooting rank vegitation, grass, bushes, shurbs, suplings and trees girth upto 300 mm , removal of stumps of trees cut earlier and disposal of un serviceable materials and stacking of serviceable materials to be used or auctioned upto a lead of 1000 mtr i/c removal and disposal of top organic soil not exceeding 150 mm in thickness) By Manual means A) In area of light Jungle

Cutting of trees i/c cutting of trunks branches and removal (Cutting of trees i/c cutting of trunks and branches and removal of stumps, roots, staking of serviceable materials with all lift and upto a lead of 1000 m and earth filling in the depression/pits 1) Girth from 300 mm to 600 mm

2) Girht from 600 mm to 900 mm

3) Girth from 900 mm to 1800 mm

SH : FORMATION CUTTING Earth Work

Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.) Ordinary soil Mechanical Means

SH : Protection Wall

Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work) i) Ordinary Soil Manual means. (Depth upto 3 m)

PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) i) Base of Retaining wall -

Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications. RCC (1:1.5:3),Height upto 5m

Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications.

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification. Sandy material Back filling behind Retaining wall -

Centring and shuttering including strutting proping etc. and removal of form work for: b) Walls including attached buttresses, pilasters etc.

Providing weep hole in back masonary/Plain/Reinforced concrete abutment, wing wall/return wall with 100mm dia AC pipe, expending through the full width of the structure with slope of IV :20H towards drawing force. Complete as per drawing and Techinical specifications.

Ms.A.G Enterprises