LANDSLIDE STABILIZATION MEASURES IN ODAKKAYAM AREA OF VEETTILPARA VILLAGE UNDER RE BUILD KERALA INITIATIVE

Amount

Construction of Gabion Retaining Wall ( JS 2 M Ht)

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil(2.6.1)

Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil (2.8.1)

Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil(2.26.1)

Providing & making Gabion structure with Mechanically Woven Double Twisted<br>Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012,MORTH Clause<br>2500, of required size, Mesh Type 10x12(D=100 mm with tolerance of ± 2%) Zinic+PVC<br>coated, Mesh wire diameter2.7/3.7mm, mechanically edged/selvedged with partitions<br>at every 1m interval and shall have minimum 10 numbers of openings per meter of<br>mesh perpendicular to twist, tying with lacing wire of diameter 2.2/3.2mm(ID/OD),<br>supplied @3% by weight of Gabion boxes, filled with jungle stone with least dimension<br>of 200 mm, as per drawing, all complete as per directions of Engineer-in charge.(od1235/2020_2021)

Construction of Gabion Retaining wall (JS 1.5m Ht)-Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil(2.6.1)

Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil(2.8.1)

Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil (2.26.1)

Providing & making Gabion structure with Mechanically Woven Double Twisted<br>Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012,MORTH Clause<br>2500, of required size, Mesh Type 10x12(D=100 mm with tolerance of ± 2%) Zinic+PVC<br>coated, Mesh wire diameter2.7/3.7mm, mechanically edged/selvedged with partitions<br>at every 1m interval and shall have minimum 10 numbers of openings per meter of<br>mesh perpendicular to twist, tying with lacing wire of diameter 2.2/3.2mm(ID/OD),<br>supplied @3% by weight of Gabion boxes, filled with jungle stone with least dimension<br>of 200 mm, as per drawing, all complete as per directions of Engineer-in-charge. (od1235/2020_2021)

RETAINING WALL USING BLASTED RUBBLE-Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil (2.6.1)

Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil (2.8.1)

Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil (2.26.1)

DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site (60.7.1)

Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers (5.9.5)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) (4.1.5)

FASIL K.P.

Mohammed Sayeed P M

Yashik P K

Shabeeb Mon P M