|
| 1 | Description |
| 2 | Cutting of branches of trees and shrubs from the road way or with in R.O.W including disposal of wood and leaves to suitable location as per technical Specification. |
| 3 | Cutting of shrubs from the road way or with in R.O.W and disposal of shrubs to suitable locations as per Technical Specifications. |
| 4 | Clearing Grass and Removal of Rubbish & dumping to outside periphery by manual means. |
| 5 | Cutting of Trees, excluding removal of stumps and roots of tree 1)Girth from 300 mm to 600 mm |
| 6 | Cutting of Trees, excluding removal of stumps and roots of tree 2)Girth from 600 mm to 900 mm |
| 7 | Demolishing stone rubble masonry manually/ by mechanical means in cement Mortar including stacking of serviceable material and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer in-charge. |
| 8 | Providing and constructing Size Stone/Coursed/ uncoursed rubblestone masonry in CM 1 : 5 proportion using available stones includingcost of all materials, machinery, labour, forming weep holes at specifiedintervals, finishing, curing & all necessary works as directed and complete as per specification. |
| 9 | Dismantling of Structures Dismantling of existing structures like culverts, bridges, retainingwalls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead. |
| 10 | Providing and laying in position Cement Concrete for levelling course forall works in foundation. The granite/trap/basalt crushed graded coarseMix 1:2:4 Using 20 mm nominal size graded crushed coarse aggregatesaggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators,includingShuttering, all lead & lifts, cost of all materials of quality, labour, Usage charges ofmachinery, curing, and all the other appurtenances required to complete the work as per technical specifications. |
| 11 | Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) tobrick/stone masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost ofmaterials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. |
| 12 | Providing and fixing concertina coil fencing with punched tape concertinacoil 600 mm dia 10 m openable length ( total length 90 m), having 50 nos rounds per 6 m length, upto 3 m height of wall with existing angle iron \"Y\" shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of165 kg/mm2 with tape (0.52 mm thick) and weight 43.478 g/m excluding costm (cost of M.S. angle, C.C. blocks shall be paid separately)ofG.I. angle withhot dip galvanisation and including fixing Charges etc., wires coil , labours and all incidental charges as directed by Engineer. |
| 13 | Providing and fixing 2row horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge. |
| 14 | Providing and fixing Structural Steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and excluding a priming coat including of dip galvanisation to thefabricated MS angle of size ( 75 x 75 x 8 mm)with thickness of 85 Microns ( Including shot blasting the components before dipping and pickling inAcid) all complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. |
