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| 1 | Dismanteling fencing wire mesh , any type |
| 2 | Dismanteling post, struts , (wood , steel or Rcc) any section incl. taking out embeded portion inconcrete or brickwork and making disturbed portiongood |
| 3 | 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. |
| 4 | M&L for PCC 1:3:6 type C-2 (using 40mm graded stone aggregate ) as in foundation concrete for fencing post. |
| 5 | S&F angle iron fencing post and struts including cutting tops to shape as directed, drilling holes, notching for wire etc , flat iron fillets ( for securing wire mesh etc) including all necessary drilling, bolting or riveting etc and similar work conforming to Fe-410-0 or Fe 310-0 anyu size. |
| 6 | 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. |
| 7 | S&F flat iron straps to chain link fencing including drilling bolting or riveting etc as directed |
| 8 | Supply only chain link MS galvanised fencing incl line wire 100x100mm mesh (12 gauge) size and any type of strands, rails, straining bolts etc incle provn of binding wire all complete |
| 9 | Supply only chain link MS galvanised fencing incl line wire 50x50mm mesh (12 gauge) size and any type of strands, rails, straining bolts etc incle provn of binding wire all complete |
| 10 | Fixing only chain link fencingany mesh, size and type to any type of standards, rails, straining bolts etc incl provn of binding wire |
| 11 | 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. |
| 12 | S&F 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.) |
| 13 | 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 |
| 14 | 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 girth |
| 15 | Demolition of brick work (PCC Block)built in cement mortar including all arches, pillars all quoinsetc complete all as directed. |
| 16 | M&L for brick work with sub class \"B\" bricks straight or curved on plan exc 6m mean redious built in CM 1:4 |
| 17 | M&L for brick work with sub class \"B\" bricks straight or curved on plain exc. 6m mean radius built in CM 1:6complete all as specified and directed. |
| 18 | Taking down cement plaster of any description of brick or stone wall etc incl racking out joints and hacking for key, scrubbing down with water etc complete |
| 19 | M&L for rendering 15mm thick in CM 1:4 on fair faces of brick work or concrete surface incl mixing of water proofing compound finished even & smooth with using extra cement. (Note: WPC shall be measured & paid seperately) |
| 20 | M&L for rendering 15mm thick in CM 1:6 other than fair faces of brick work finished even & smooth using extra cement complete all as directed. |
| 21 | M & L, applying two coats of oil bound distemper over one coat of primer andputty including preparation of newly plastered surfaces of walls complete all as specified and as directed. |
| 22 | M&L for preparing new plastered surfaces & applying two coats of cement base paint on walls. complete all as specified and directed. |
| 23 | Supply only integral water proofing compound. |
| 24 | M&L for reinforced cement concrete pipes class NP-3 , laid in trenches & jointed complete with collars, dia of pipe 450 mm . |
| 25 | Demolition of cement concrete (reinforced) as in Slab or cover. |
| 26 | M&L for providing reinforcedcement concrete (1:2:4) type B-1 (using 20mm graded stone agg) as inslabs. complete all as directed by Engr-in-charge. |
| 27 | M & L for mild steel TMT 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 0.9 mm dia or securing with clips complete all as specified and directed. |
| 28 | 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. |
| 29 | Formwork to edges of concrete flats, breaks in floors, openings in concrete walls, floors and roofs and sides of RCC/PCC bands in walls, horizontal or sloping, andsimilar work all as specified and directed. |
| 30 | 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. |
| 31 | Dismantling Plain or corrugated steel (corrugated/ semi corrugated etc) sheet in roof covering complete all as specified and directed. |
| 32 | Dismantling wrought iron or mild steel workof any description not otherwise provided for . |
| 33 | S&F Rolled Sections as in main croos beams , hip and jack rafters; purlins, where connected to common rafter , posts etc. conf to Fe-410-w(gdeE-250 quality-A) |
| 34 | M &L for MS work as in wind tie or any other work incl cutting, drilling holes etc. |
| 35 | S & F 0.5mm thick corrugated pre painted / coloured galvalume sheet in roofing fixing all as per manufactures instructionswith all fittings and accessories etc complete. |
| 36 | All as per item No.35 above above but plain sheet fix in valley gutter / ridge |
| 37 | 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 |
| 38 | Demolition ofconcrete ( un reinforced ) in ground floors and paving n exc 15 cm thk (below or above ground level) |
| 39 | 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. |
| 40 | 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. |
| 41 | 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 |
| 42 | 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. |
| 43 | Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/stopped ends etc. |
| 44 | 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. |
| 45 | M&L PCC type D2 1:4:8 (40 mm Gr. Agg ) 75mm thickas insub base. |
| 46 | M&L for laying machine pressed precast concrete interlocking reflective coloured 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. |
| 47 | M&L Chequared Cement Concrete Tiles 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. |
| 48 | Dismantlingof stone slabs and tiles of any description or thickness in floors, aprons etc. laid bedded and pointed in any mortar all as specified. |
| 49 | M&L for machine cut kota stone slab flooring 20-22 mm th over cement screed base laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab incl cutting, rubbing and polishing to receive mirror finish over 20 mm th screed bed in CM 1:6 complete all as specified and as directed. |
| 50 | Ditto all asabove item ser No 49 but on skirting over 10 mm th backing coat in CM1:4 complete. |
| 51 | Dismantling floor hearth or wall tiling incl cement mortar bedding but not backing, removing serviceable tiles to stores complete all as specified. |
| 52 | M&L for vitrifiedcoloured tiles 10mm th (square/rectangular) polished area of each tile 0.30 sqm but n exc 0.42 sqm in floors etc set and jointed in neat cement slurry and pointed in white or coloured cement to match over 15 mm th screed bed in CM 1:6 complete all as specified. |
| 53 | Ditto aboveser No 52 but on skirting over 10 mm thick backing coat in CM 1:4 complete all as specified and as directed. |
| 54 | M&L Non skid ceremic coloured tiles 7 to8mm thick (square/rectangular)area of each tile exc. 0.06sqm but not exc. 0.11sqm, in floors etc , set and jointed in neat cement sluury and pointed in white or coloured cement to match the coloured tiles including 15mm thick screed bedor bedding layer in CM 1:6 for laying floor finishes all as specified and as directed. |
| 55 | M&L Non skid ceremic coloured tiles 7 to8mm thick (square/rectangular)area of each tile exc. 0.18 sqm but not exc. 0.38 sqm, in floors etc , set and jointed in neat cement sluury and pointed in white or coloured cement to match the coloured tiles including 15mm thick screed bedor bedding layer in CM 1:6 for laying floor finishes all as specified and as directed. |
| 56 | All as per item No 55above but on skirtings incl 10 mm th backing coat in CM (1:4) complete all as specified and directed. |
| 57 | M&L for glazed coloured ceramic tiles 300mm x 200mm x6 to 7 mm thick as in vertical surfces set & jointed in neat cement slurry & pointed in coloured cement incl backing coat 10mm thick in CM 1:4all as specified and as direced. |
| 58 | M&L for Glazed ceramic tiles 350mm x 250mm x 7mm or 450mmX350mmX7mm thick (square/rectangular) of approved colour on vertical surface, set and jointed in neat cement slurry and pointed with coloured cement to match the tile colourover 10mm thick rendering in CM (1:4) for wall. |
| 59 | Providing and carrying out water Proofing treatment to toilet, sunken slabs, wet areas ets, after proper surface prepration, carry out cementitious ingection grouting at leakage point using cebex 100 plasticised expanding grounding admixture, application of polymer modified at slab wall junction using Nitoband SBR latex screen modifier cum bonding agent and application of two coat of brushbond RFX two part acrylic polymer modified cementitious elastomeric waterproof and protective coating etc, complete including 15mm thick cement plaster in CM 1:4 all tools and plant as per manufacturers specification paint complete all as specified and directed. |
| 60 | M&L for rendering 10mm thick in CM 1:4 on concrete surfaces over wall, roof slabs with admixture of integral water proofing compound @ 3% by weight of cement (WPC shall be measured & paid seperately) |
| 61 | M&L for applying two coat of hight prrformance, elastomeric, cementitous water proofing coating \"NOTICE CM 120 (Grey colour) of m/s FOSROC or equivalent of make M/s sika india pvt ltd/ M/s supreme bituchem india Pvt Ltd/ M/s STP LTP Ltd / M/s Choksey Chemical Pvt Ltd\" over the prepared surface on base and side by spray pumps (minimum 1 mm thick including material labour compete as per manufacturers specification. Note :- The material shallbe conferming to the following parameter-(i) Pot life 20 degree centigrede 2 Hours, (ii) Pot life at 35 degree centigrade 1 Hourse (iii) Colour grey white (iv) Mixed density 1950 kg/Cum (v) Minimum application temperature 5 degree centigrade (vi) Resistance to positive side water presure5 Bar 950m head of water) (vii) Resistance to positive side water pressure 2 Bar(20m head of water) |
| 62 | M&L for drilling 16mm dia hole at an angle 45 degreeusing pneumatic hammerfor a minimum length2/3rd the thicknessof structural member on inner/positiveface at 1m c/c (max) over intire face of structural member. ( staggeredgrid pattern shall be adopted including construction joints and critical point treatment as per manufacturers recommendations) inject cement slurry admixedwith non shrink, portable and non- bio degradable exapanding grout freefrom cloride \" Cebex 100\" of FOSROC or equivalent of make M/s sika india pvt ltd/ M/s supreme bituchem india Pvt Ltd/ M/s STP LTP Ltd / M/s Choksey Chemical Pvt Ltd to be added with OPC & water by low pressurehand pump as per manufacturers recomendation through out the net works by nozzle untill refusal.Note :- (i) Cost shall include Placing GI/PVC nozzle in the drilled holes along with cement paste admixed with quick setting compound as per manufacturers recommendation ( renderoc plug of FOSROC or equivalent of make M/s Sika india Pvt Ltd/ M/s supreme Bituchem india Pvt Ltd/ M/s STP Ltd/ M/s Choksey Chemical Pvt Ltd).(ii) Cost shall including cutting and sealing of the protruded ends of nozzles. |
