|
| 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 exc. 250 m but not exceeding 500m and making good the disturbed surface in hard and dense soil complete all as specified and as directed. |
| 2 | Material and Labour for plain cement concrete type D2 1:4:8 (using 40mm graded aggregate) as for in foundations, filling and mass concrete post holes for securing angle vertical posts complete all as specified and as directed. |
| 3 | Supply and fixing rolled mild steel Joist, channel, angle, or tee sections, fixed independently, with connecting plates, etc. in fencing post, struts bend to shape, holes drilled/ notches cut out to receive MS bolt and barbed wire, including embeding in concrete including tarring to steel work embedded to concrete, conforming to Fe-410-W (Gde E-250) quality- B complete all as specified and as directed. |
| 4 | Supply and fixing mild steel work as in bends, clamps flat iron fillets (for securing wire mesh etc.) securing bolts posts and struts in fencing including cutting tops to shape as directed, drilling holes,notching for wire, etc. including all necessary drilling, bolting or riveting, etc.and similar work conforming to Fe-410 Gde E-310 complete all as specified and as directed. |
| 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, exc 5cm but n exc 10cm long, diameter of neck 11 to 15 mm complete all as specified and as directed. |
| 6 | 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 as directed. |
| 7 | 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. |
| 8 | 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 and directed (each line wire to be measured). |
| 9 | Supply and fixing Mild steel Round bars 10 mm 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 clips complete all as specified and as directed. |
| 10 | 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 and as directed. |
| 11 | Supply only chain link MS galvanised steel wire fencing 4mm dia and 100 x 100mm mesh , made up into mattresses or cages,lapped wired complete all as specified and as directed. |
| 12 | Excavation in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in hard/dense soil etc complete all as specified and as directed. |
| 13 | Removal of excavated material (soil) to a distance n.exc 50 mtr and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified and as directed. |
| 14 | 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. |
| 15 | Material and labour for use and waste of formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter with rough finished surfaces of concrete, flat complete all as specified and as directed. |
| 16 | Material and labour for use and waste of form work to sides of pillars, posts, struts, piers, piers, columns and stanchions of square, rectangular or polygonal shape with rough finished surfaces of concrete complete all as specified and as directed. |
| 17 | Material and labour for reinforced cement concrete (design mix) in M-25 (20mm graded aggregate) as in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed pilesand mass concrete complete all as specified and directed.Note :- (i) Reinforcement and form work required shall be measured and paid seperately (ii) Design mix will be approved by the GE. |
| 18 | Material and labour for Reinforced cement concrete (design mix) in M-25, (20 mm graded aggregate) in columns/pillars complete all as specified and as directed. Note :- (i) Reinforcement and form work required shall be measured and paid seperately (ii) Design mix will be approved by the GE. |
| 19 | Material and labour for mild steel TMT 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 0.90mm dia or securing with clips complete all as specified and as directed. |
| 20 | Material and labour for mild steel TMT bars 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders , hooking ends and binding with and including mild steel wire (annealed) not less than 0.90mm dia or securing with clips complete all as specified and as directed. |
| 21 | Material and labour for 15mm thick rendering in CM (1:4) on brick work or concrete surface as on wall finished the surface even and fair complete all as specified and directed. |
| 22 | Material and labour for preparation of newly plastered wall surfaces and applying two coats of Cement Based paint over a coat of Alkali Resistant Primer complete all as specified and as directed. |
| 23 | S & F Mild Steel framed work conforming to Fe - 290, Grade E-165, as in Grills, Gratings, Ladders etc with ends of bars shouldered and/or riveted, or forged into spikes, framed Guard Bars, Barred Iron Doors, Ladders, framed Balusters, Walk Ways, Railings, framework of Water Tanks and similar work complete all as specified and as directed. |
| 24 | Supplying and laying GI tubing of 25 mm bore, medium grade conforming to IS - 1239 [Part - 1] including all fittings such as bends, tees, short pieces, connectors, elbows, reducers, union, sockets etc laid in floors/ fixed on walls including testing complete all as specified and as directed. |
| 25 | S & F MS wheel of size 100 mm and 10mm thick with ball bearing encase with soild circular inner core greased complete all as specified and as directed. 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 dia by 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. Please Enable Macros to View BoQ information |
