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| 1 | Paving stone to Paithalmala - Manjappullu Entry point |
| 2 | 2.31 : Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared |
| 3 | 2.28.1 : Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.All kinds of soil |
| 4 | 2.7.1 : 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.Ordinary rock |
| 5 | 16.2 : Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density ( proctor density) |
| 6 | 16.11 : Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete. |
| 7 | od284905/2022_2023 : Extra for every additional lead up to 50m(SI59) ie,50m to 100 m |
| 8 | 16.74.1 : 75 mm thick back filling for pitching including supplying of required materials and consolidation etc. complete with:Moorum |
| 9 | 4.1.6 : 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 40 mm nominal size) |
| 10 | 16.42 : Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size ) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete |
| 11 | 16.24.2 : Providing and fixing precast reinforced cement concrete 1:1.5:3 ( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) Kilo metre stone as per standard design including finishing smooth in 1:3 cement mortar ( 1 cement : 3 fine sand) but excluding the cost of earth work, concrete in foundation, painting and lettering etc. which shall be paid for separately.50x152.5x25 cm size |
| 12 | 16.94.1 : 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/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. |
| 13 | 8.20.2 : Providing and fixing dry cladding upto 10 metre heights with 30mm thick gangsaw cut stone with (machine cut edges) of uniform colour and size upto 1mx1m,fixed to structural steel frame work and/ or with the help of cramps, pins etc. andsealing the joints with approved weather sealant as per Architectural drawingand direction of Engineer-in-charge. (The steel frame work, stainless steel crampsand pins etc. shall be paid for separately).White sand stone - 30mm thick gang saw cut stone |
| 14 | 8.21 : Providing and fixing structural steel frame (for dry cladding with 30 mm thickgang saw cut with machine cut edges sand stone) on walls at all heights usingM.S. square/ rectangular tube in the required pattern as per architectural drawing,including cost of cutting, bending, welding etc. The frame work shall be fixed tothe wall with the help of M.S. brackets/ lugs of angle iron/ flats etc. which shall bewelded to the frame and embedded in brick wall with cement concrete block 1:2:4(1 cement :2 coarse sand :4 graded stone aggregate 20 mm nominal size) of size300x230x300 mm, including cost of necessary centring and shuttering and withapproved expansion hold fasteners on CC/RCC surface, including drillingnecessary holes. Approved cramps/ pins etc. shall be welded to the frame workto support stone cladding, the steel work will be given a priming coat of Zincprimer as approved by Engineer-in-charge and painted with two or more coats ofepoxy paint (Shop drawings shall be submitted by the contractor to the Engineerin-chargefor approval before execution). The frame work shall be fixed in truehorizontal & vertical lines/planes. (Only structural steel frame work shall bemeasured for the purpose of payment, stainless steel cramps shall be paid forseparately and nothing extra shall be paid). |
| 15 | 8.22 : Providing and fixing adjustable stainless steel cramps of approved quality,required shape and size, adjustable with stainless steel nuts, bolts and washer(total weight not less than 260 gms), for dry stone cladding fixed on frame workat suitable location, including making necessary recesses in stone slab, drillingrequired holes etc complete as per direction of the Engineer-in-charge. |
