Forest Environment And Climate Change Department Tender

Construction of Wire Mesh LBCD - Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012,MORTH Clause 2500, of required size, Mesh Type 10x12 (D=100 mm with tolerance of ± 2%) Zinc coated, Mesh wire diameter 3.0 mm, mechanically edged/selvedges with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2mm,supplied @3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, Kansa Section-531.91 Cum

Construction for SUB-SURFACE DYKE, Depth 3 m, Thickness 0.25m having the following specifications - (I)Earth Work in excavation in stony earth and gravels mixed with stone and boulders not exceeding .014cum in volume within 50met. Initial lead and 1.5met. Initial lift including rough dressing and breaking clods etc. complete. (II)Extra lift of 1.5meter or part there of over the initial lift of 1.5meter for earth work in all kinds of embankment and roads works and ordinary earthwork in general. (III)Shoring & shuttering foundation trenches, pits etc, with close steel plate or sheets shuttering etc. excluding cost of sheets. (IV)Cement concrete (1:3:6) with 12mm size hard broken granite chips per 1cum (V)Rigid and smooth cantering and shuttering for R.C.C. walls and fins including attached pilasters including false works and dismantling them after casting including cost of materials complete in ground floor (VI)Filling foundation and plinth with excavated material Duburi Section - 4.50 Cum

Construction of Reinforced Cement Concrete Check Dam ( length x 4.5 mt. x 2.5 mt.) having the following specifications - (I)Earth Work in stony earth and gravels mixed with stone and boulders not exceeding .014cum in volume within 50met. Initial lead and 1.5met. Initial lift including rough dressing and breaking clods etc. complete. (AR 2006 P4 -No.3) (II)Filling foundation & plinth with sand well watered and rammed. (AR 2006 P8 - No.15) (III)Cement concrete (1:3:6) with 40 mm size hard broken granite CB chips per 1cum. (AR 2006 P45 -No.9) (IV)16mm Thick Cement Plaster in Prop.(1:6) Over Brick / Stone Work. (V)R.C.C (1:2:4) with 12mm size B,H,C,B,Gr chips (VI)Cutting, Bending, Binding M/S Rod / Tor Steel Kansa Section - 25 Mtr.

Construction of Water Body (40m X 30m X 3m) - Earth Work in excavation in stony earth and gravels mixed with stone and boulders not exceeding .014cum in volume within 50met. Initial lead and 1.5met. Initial lift including rough dressing and breaking clods etc. complete & Extra lift of 1.5meter or part there of over the initial lift of 1.5meter for earth work in all kinds of embankment and roads works and ordinary earthwork in general. Duburi Section - 3600 Cum