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| 1 | Excavation in post holes (or similer holes) each n.exc 0.5 Cum getting out, returning filling and ramming earth or broken rubble mixed with earth around, in layers n.exc 25 cm watering and removing surplus soil to a distance n.exc. 50 m and making good the disturbed surface in hard and dense soil all as specified and as directed. |
| 2 | Material and Labour for plain cement concrete type C2 1:3:6 (using 40mm graded aggregate) as for in foundations, filling and mass concrete post holes for securing angle vertical posts Complete all as specified and asdirected. |
| 3 | Supply and fixingframed brackets of angles or tees for posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire etc; flat iron fillets (for securing wire mesh etc incl all necessary drilling, bolting or riveting etc and similar work conforming to Fe 290 Gde E-165 |
| 4 | Supply and fixing Mild steel Round bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clipsComplete all as specified and asdirected. |
| 5 | Supply and fixing mild steel screw bolts (machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, n exc 5 cm long, diameter of neck 5 to 10 mm |
| 6 | Supply and fixing galvanised, 2 strand, steel barbed wire 2.24 mm dia barbed with 2 mm dia barbs at 75 mm spacings and straining and fixing to any type of standard rails straining bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire staples or steel pins etc Complete all as specified anddirected (each line wire to be measured). |
| 7 | Fixing only chain link fencing 4mm dia galvanised steel wire 100 x 100 mm mesh, made up into mattresses or cages, lapped including line wires, any mesh, size and type to any type of standards, rails, straining bolts, etc including provision of binding wire Complete all as specified andas directed. |
| 8 | Supply only chain link MS galvanised steel wire fencing 4mm dia and 100 x 100mm mesh , made up into mattresses or cages,lapped wired and laid/fixed in position, complete all as specified and as directed. |
| 9 | Material and Labour Preparation of new steel surfaces of any description, not otherwise described, over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer Complete all as specified and asdirected. |
| 10 | Material and Labour Preparation of new steel surfaces of any description, n exc 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer Complete all as specified and as directed. |
| 11 | Excavation in trenches not exceeding1.5metre wide and not exceeding1.5 metre in depth and not exc10Sqm on plan in any type of soil and getting out in hard and dense soil Complete all as specified and as directed.. |
| 12 | Material and Labour for Cement concrete1:4:8 type D2 using 40 mm graded crushed stone aggregates in foundation filling and mass concrete Complete all as specified and as directed. |
| 13 | Material and labour for reinforcement cement concrete (Nominal mix) Type B1 (1:1.5:3) using 20mm graded aggregate as in footing , foundation beams, plinth beams, based for columnComplete all as specified and as directed. |
| 14 | Material and labour for reinforcement cement concrete (Nominal mix) Type B1 (1:1.5:3) using 20mm graded aggregate as in column, pillars, piers, posts and strutsComplete all as specified and as directed. |
| 15 | Supply and fixing framed work as in door or gate of angel,mild steel plate or other section with gusset plates, rails, braces, etc complete of Gde Fe -410 Wor E-250, drilling ,welding etc for fixing of steel sheeting or other covering .Doors etc to be prepared for hanging or sliding Complete all as specified and as directed. |
| 16 | Supply and fixing mild steel work conforming to Fe-310-0 or Fe-410-0 in hold fasts of flat of flat iron , hooks, pintle hinges, cleats hand made sliding bolt and smilar items Complete all as specified and as directed. |
| 17 | Material and Labour TMT bars (Fe500),10mm dia and over in reinforcement cut to length,bent to shape required incl bending spirally cranking,hooping for columns,hooking ends and binding with and includingmild steel wire(annealed) not less than 0.9 mm dia or securing withclips, all as specified and as directed. |
| 18 | _Ditto -all as per item No 17 here -in -before but 5mm dia and over upto and including 10mm dia in stirrups space and binders all as specified and as directed. |
| 19 | Material and Labour Form work to flat sides of concrete foundation footing base of columns and raft beams sides and soffits (if any) of plinth beams complete all as specified and as directed. |
| 20 | Material and Labour Form work sides of pillars, post struts pier columns square,rectangular or polygonal rough finished surface of concrete complete all as specified and as directed. |
| 21 | Material and Labour 20mm thick Granite of any type work (table rubbed and polished) for wall lining (veneering to wall)in cement mortar (1:3)12mm thick and pointing with white cement (1:2) using marble dust with admixture of pigment to match with shade of granite complete all as specified and as directed |
| 22 | Supply and fixing 25 mm bore GI tubing medium grade galvanised with all fitting and fixed complete to wall or laid in floor complete all as specified and as directed. |
| 23 | Removal of excavated material (soil) to a distance exc 50 mtr andnot texceeding 1500 metre and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified and as directed. |
| 24 | Returing, filling in (soil) including spreading, levelling,watering and well ramming in layer not exceeding 25cm thick in any type of soil complete all as specified and as directed. |
| 25 | Materials and labour for earthing complete with galvanised iron earth plate electrode 600 mm x 600 mm x 6 mm thick, burried directly and preferably vertically in ground, earth pit not less than 2.25 Mtr deep below ground level with top edge of the plate not less than 1.5 m below ground level connetced with galvanised wire of 4mm diaby means of nuts, bolts, check nuts and washers made of galvanised iron or steel earthing lead to be protected by galvanised iron pipe of 15mm bore (light grade) and other end connected to earthing test point or lightening arrestor or main controlling switch as directed including providing funnel with 20mm bore galvanised iron pipe (medium grade), wire mesh, charcoal or coke and common salt in alternate layer of 15cm (compacted thickness) all round the earth electrode, concrete earth pit in PCC (1:3:6) type C-1 (with 20mm graded aggregate), 50mm thick precast RCC (1:2:4) cover slab (re-inforced with 8mm dia TMT bar @ 15 cm C/C bothways and suitable handle made of 10mm dia) including necessary earth work in excavation, returning filling and removal of surplus earth upto a distance not exceeding 50 m etc all as shown on electrical plate No. 3 of MES Schedule Part-I(2009) complete including testing on completion including taking down old unserviciable earthing set all as specified and as directed.Notes:-(i) Main earthing strip from earth plate electrode to rest point upto length of 7.5 meters length shall deemed to be included in the unit rate quoted against this item. (ii) On testing after completion if the desired resistenance is not obtained the contractor shall redo the earthing without any extra cost to the department. |
