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| 1 | Demolition ofconcrete ( un reinforced ) in ground floors and paving n.exc 15 cm thk (below or above ground level)complete all as specified and directed. |
| 2 | M & L for Hard core of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface complete all as specified and directed. |
| 3 | M & L for 100 mm thick PCC 1:4:8 type D2 (using 40 mm graded stone aggregate) in sub base for hard standing complete all as specified and directed. |
| 4 | M & L forCement concrete work in pavement/hard-standing of flexural strength 40 kg/per square centimetre in field using 400 kg of cement per cubic metre, thickness of concrete 25 cm or less completed all as specified |
| 5 | M&L for cement concrete 1:3:6 type C2 (using 40mm graded stone agg.) as in plinth protection 75 mm thick finished top surface even and smooth with out using extra cement |
| 6 | M/L PCC type D2 1:4:8 (40 mm Gr. Agg ) 75mm thickas insub basecomplete all as specified and directed. |
| 7 | M&L for laying machine pressed precast concrete interlocking reflective coloured (Glozy Finish) pavers block any shape and size confirming to IS 15658-2006 of 55mm to 60mm thick, M-35 Grade over 30mm thick sand layer watering and ramming all as specified. |
| 8 | M& L Chequared Cement Concrete Tiles (Glozy Finish) 30 CM x 30 CM X 25 mm th set and jointed in cement slurry and pointed in neatgrey cement&pigment in floors over screed bed 15 mm thk in cm 1:6 .complete all as specified. |
| 9 | M/L PCC type B1 1:2:4 (20 mm Gr. Agg ) 50mm thickas inleveling course for floor finishes etc all as specified and as directed. |
| 10 | Demolition brick or stone masonary built in cement mortar including all quoins arches pillars etc but excluding ashlars facing dressed stone work and precast concrete block, complete all as specified. |
| 11 | M&L forbrick work with sub class \"B\" brick in cement mortar 1:6, straight or curved on planexc 6 m mean radius, complete all as specified. |
| 12 | Taking down cement or cement lime plaster on brick or stone walls , etc including raking out joints, hacking for key, scrubbing down with eater etc,complete all as specified. |
| 13 | M&L for rendering 15 mm thick on other than fair faces of brick work or concrete surfaces finished even and smooth in cement mortar 1:4, complete all as specified |
| 14 | M&L for preparing new plastered surfaces & applying two coats of cement base paint on walls. complete all as specified and directed. |
| 15 | M&L for cement conceret 1:2:4 Type B-2 Using 40 mm graded stone aggregate as in surface channel and drain bed wall and floor etc. |
| 16 | Extra for forming fair finished drain or channel 60 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/stopped ends etc. |
| 17 | M&L for PCC type B1(1:2:4, using 20mm graded stone aggregate) as in bed blocks/coping/ edging all as specified and directed. |
| 18 | Dismanteling fencing wire mesh, any type |
| 19 | Dismanteling post, struts , (wood , steel or Rcc) any section incl. taking out embede portion inconcrete or brickwork and making disturbed portiongood |
| 20 | Excavation inpost holes or similer holes each nexc. 0.5 cum getting out returning filling in and ramming eartharound in layers n. exc 25 cm,watering , and removing surplus soils to a distence nexc 50m and making good surface in hard soils,complete all as specified. |
| 21 | M&L for PCC 1:3:6 type C-2 (using 40mm graded stone aggregate ) as in foundation concrete for fencing post. |
| 22 | S&F angle iron fencing post and struts including cutting tops to shape as directed, drilling holes, notching for wire etc , flat iron fillets / straps ( for securing wire mesh etc) including all necessary drilling, bolting or riveting etc and similar work 9 wnd ties etcconforming to Fe-410-0 or Fe 310-0 any size. |
| 23 | S&F MS 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 length exc. 5 cm but not exc 10cm long 11 to 15mm dia of shank. |
| 24 | Supply only Chain link MS galvanisd fencing, any size or all type complete all as specified and directed by Engr-in-Charge. |
| 25 | Fixing only chain link fencingany mesh, size and type to any type of standards, rails, straining bolts etc incl provn of binding wire |
| 26 | M&L for round bars 10mm dia and over cut to length bent to shape required incl cranking, bending spirally for hoping for columns, hooking ends and binding with and incl MS Wire (annealed) not less than 0.9mm dia or securing with clips. Fe-410-W(Gde.E-250)quality-A or Fe 290 (Gde - E-165) |
| 27 | S&F in repair GI two strand, steel barbed wire 2.24mm dia, narbed with 2mm dia barbs @ 75mm spacing and straining and fixing to any type of standard rail, straining bolts, inlc securing or tying at crossing with and provn of galvanised mild steel wire staples or steel pins etc. All as specified (Each line of wire to be measured.) |
| 28 | M&L two coats of synthetic enamel paint to new steel surfaces over a coat of red oxide primer surfaces of any description exc 10 cm in witdth or girth complete all as specified and Directed by Engineer-in-Charge. |
| 29 | M&L preparing new steel surfaces and applying two coats of synthetic enamel paint over a coat of red oxide primer surface area not exc. 10cm inwidth or girthcomplete all as specified and Directed by Engineer-in-Charge. |
| 30 | Dismantling MS worksof any Desc. Not otherwise provided for |
| 31 | S&F in Framed work such as grills, gratings, 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 conforming to Fe.290.Gde-E-165 complete all as specified and Directed by Engineer-in-Charge. |
| 32 | Dismantlingof stone slabs and tiles of any description or thickness in floors, aprons etc. laid bedded and pointed in any mortar all as specified. |
| 33 | M&L machine cut kota stone slab flooring 20-25mm thick over and including cement screed based 15 mm thick in CM 1:6 and jointed with grey cement slurry mixed with pigment to match the shade of the slab incl cuttingpolishing and rubbing complete. |
| 34 | All asabove item No 33 but on skirting over 10 mm th backing coat in CM1:4 complete. |
| 35 | Material and labour for 20 mm thick granite stone machine cut (table rubbed and polished) bedded and jointed with grey cement slurry and pointed with white cement with admixture of pigments to match the shade of granite stone including grinding and polishing, rounding to edges of granite stone etc.complete all as specified and directed. |
| 36 | M & L for excavation in trenches n exc 1.5M deep & exc. 1.5M wide and getting out in soft/loose soil |
| 37 | Demolition of cement concrete (reinforced) as in manholes cover. |
| 38 | Demolition & breaking up drain pipe (salt glazed , AC or reinforced concrete) set in cement mortar for 100 mm dia pipes. |
| 39 | All as item No. 38above but for internal dia of pipe 150mm. |
| 40 | All as item No. 38above but for internal dia of pipe 200mm. |
| 41 | All as item No.38above but for internal dia of pipe 300mm. |
| 42 | M&L for reinforced cement concrete pipes class NP-2 , laid in trenches & jointed complete with collars, dia of pipe 100 mm . |
| 43 | All as item No. 42above but for 150 mm internal dia of pipe. |
| 44 | All as item No. 42 above but for 200 mm internal dia of pipe. |
| 45 | All as item No. 42above but for 300 mm internal dia of pipe. |
| 46 | M&L for PCC (1:4:8) type D2 (using 40 mm graded stone aggregate) as in bed to drain pipes, incl packing under & hauching against the sides of pipes after they are laid and tested for 100 mm bore RCC pipe. |
| 47 | All as item No. 46above but for 150 mm dia RCC pipe. |
| 48 | All as item No. 46above but for 200 mm dia RCC pipe. |
| 49 | All as item No. 46above but for 300 mm dia RCC pipe. |
| 50 | M&L for cutting into existing manholes for connecting new drains making good to pipe & rendering, cutting. Out existing benching for & forming branch channel in cement concrete 1:2:4 typeB-1 smooth finishing & reforming benchine as required for bore of pipe 100 mm. |
| 51 | All as per item No. 50above but for bore of pipe 150 mm. |
| 52 | All as per item No. 50 above but for bore of pipe 200 mm. |
| 53 | All as per item No. 50above but for bore of pipe 300 mm. |
| 54 | M&L for 75 mm thick precast Cement concrete cover slabs 1:2:4 Type B-1 set and jointed in CM 1:6Note:- Reinforcement shall be measured and paid separately. |
| 55 | M&L for mild steel deformed bars 6 to 8mm dia cut to length, bent to shape required incl cranking, bending, hooking ends & binding with & incl mild steel wire (annealed) not less than 0.9 mm dia. |
| 56 | Returning filling in including levelling , watering and well ramming in layers n exc 25 cm thick in soil. |
| 57 | Removal of surplus soil to a distance n exc. 50 M & depositing where directed at a level n exc. 1.5 M above starting point. |
