Stabilization of slips, construction of crated walls and laying of steel wire grid/mesh geo-composite etc in ward No. 06 Basohli, Kathua.

Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared.

Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunk and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.

a) Beyond 30 cm girth upto and including 60 cm girth.

Beyond 60 cm girth upto and including 120 cm girth.

Beyond 120 cm girth upto and including 240 cm girth.

Above 240 cm girth

Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables, etc. (not exceeding 1.5m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5m including getting out excavated earth and disposal of surplus excavated earth as directed lead upto 1mtr. from cutting edge. a) All kinds of soil.

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 3.0mm, mechanically edged/selvedged 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, as per drawing, all complete as per direction of Engineer-in-charge.

:- Supply and installation of High Tensile Strength steel wire/cable mesh integrated during manufacturing with three dimensional erosion control mat having minimum tensile strength 150 KN/M with coating for corrosion resistance, 95% ZN + 5% AL (+/-1%) with 3D erosion control mat of PP having minimum mass per unit are 400 grams/Sq m extruded with steel wire/ cable mesh including top support rope, bottom support rope and all other accessories, material, machinery, labour etc. complete or equivalent/ higher system along with detailed drawings and specifications. The equivalent or higher system will be evaluated by IIT. Equivalent product meeting the specifications shall be technically evaluated and accepted.

Supplying and installation of High Tensile Rolled cable 6.5mm to 12mm diameter net of minimum longitudinal mesh having tensile strength 270 KN/m with a minimum breaking load of cable 45 KN with junction / tearing strength of the panel 20 KN to 24 KN and pull apart strength 10 KN to 11.50 KN for cable panel with Zn coating in confirms with IS:1835 Class A or 95% ZN+ 5% Al. (as per EN-10244-2-2009 ) with tensile strength of wire rope 1770 N/mm2, including top and bottom support rope, lacing wire or rope required to connect the nets and all accessories such as U-Clamps, turn buckles, thimbles, including safety, all other ancillary works, material, machinery, labour etc. complete as per technical specifications and approved design or equivalent or of higher specifications and as directed by Engineer-In-charge Similar or equivalent or higher specification product will be accepted. If it is certified by any Indian Institute of Technology (IIT)

Supply and Installation of Self Drilling Anchors of 38mm/19mm diameter (OD/ID), Yield load minimum 400 kN, nut, Bearing plate (sixe 200 x 200 x 10mm), coupler for connecting bars, drill bit and full length grouting with suitable non-shrinkage admixture including all ancillary items for foundation anchoring etc including material, machinery and labour complete as per technical specifications complete all as specified and shown on drawing and as directed.(Self-Drilling Anchors (SDA) shall be installedat a spacing of 2 m x2 m with minimum length of 4 to 6m)

Supply and Installation of polyster needle punched non-woven geotextile as filter media behind Gabion wall, behind gabion wall as per MoRTH 700 Type-III geotextile. The width of geotextile roll shall not be less than 4.5 m, at easily accessible location including top and bottom, with all leads and lifts, manpower and machinery, materials labour etc. complete and as directed by EIC.

Providing sub surface drain hole (horizontal/inclined) in the slope with perforated PVC pipe (lined with Geotextile) of 100 mm internal diameter by drilling and inserting the perforated PVC pipe as per the drawings etc./complete.(Perforated weep holes shall be installed at a spacing of 5 m x 5 m with a minimum depth of 6 m)

Dumping stone including cost of stones in Horizontal on level

Providing and laying cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work upto plinth level with: a) 1:5:10 (1 cement:5 coarse sand:10 graded stone aggregate 40mm nominal size).

Providing and laying cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work upto plinth level with: a) 1:3:6 (1 cement:3 coarse sand:6 graded stone aggregate 20mm nominal size)

Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete

Centering and shuttering including strutting propping etc. and removal of form work for:- a) Foundations, footings, bases of columns etc. for mass concrete.

12mm cement plaster of mix. 1:6 (1 cement:6 fine sand).

Carriage of material by Mechanical Transport including loading / unloading and stacking at site complete.

Sand from Billawar for an av. lead of 55.00 km. by M.T. & 500 mtr. by H.L.

Stone aggregate (Crusher bajree) below 40mm nominal size from Billawar for an av. lead of 55.00 km. by M.T. & 500 mtr. by H.L.

Stone aggregate 40mm nominal size & above from Billawar for an av. lead of 55.00 km. by M.T. & 500 mtr. by H.L.

Stones / boulders from local nallah for an av. lead of 10.00 km. by M.T. & 500 mtr. by H.L.