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| 1 | Roughening the surfaces of old concrete floor by picking, sweeping, cleaning and washing down with water to remove dust and brushing neat cement slurry with 3.0 kg of cement per Sqm, complete all as specified and directed by Engineer-in-Charge. |
| 2 | M&L for 10mm thick screed bed or bedding layer in cement mortar (1:4) mixed with WPC in order to maintain proper slope over existing roof surfaces for laying water proofing treatment over roof, finished even and smooth without using extra cement, complete all as specified and as directed by Engineer-in-charge.(Note: Water proofing compound shall be measured and paid separately under relevant item of schedule \"A\"). |
| 3 | M&L for 25 mm thick for cement concrete 1:2:4 type B-1 (using 20mm graded stone aggregates), mixed with water-proofing compound and laid on RCC slab as a base layer for roof treatment. roughening the top surface of concrete using broom sticks while the concrete is still green, complete all as per specified and as directed by Engineer-in-charge.(NOTE: Water-proofing compound shall be measured and paid separately under the relevant item of this Schedule ‘A’.) |
| 4 | M&L for water-proofing treatment to RCC roof slab including parapet, comprising the following course of treatment (applied from bottom to top):(a) Applying bituminous primer @ 0.40 litre per Sqm over prepared plastered surfaces of the roof including parapet surfaces.(b) Over the priming coat, laying one layer of APP-based polymeric membrane, 3 mm thick, weighing not less than 3.0 Kg/Sqm, reinforced with non-woven polyester fabric weighing not less than 160 gsm. The membrane shall be taken to a height of 60 cm (minimum) and then inserted inside the groove of the parapet.(c) Applying two coats of bituminous aluminium paint over the polymeric membrane after necessary preparation and cleaning.The laying of APP-based polymeric membrane shall be done by torch-on method or as per manufacturer’s instructions.Notes:(i) A minimum overlap of 100 mm shall be provided at the ends and 75 mm at the sides of the APP-based polymeric membrane and sealed as per manufacturer’s instructions.(ii) APP-based polymeric membrane shall be of approved quality conforming to the required specifications. |
| 5 | M&Lfor PCC (1:2:4) type B1 (20mm graded aggregate) as in slabs, landing, shelves chajjas and in roof kerbs, slightly rounded or chamfered on edges, mixed with water proofing compound 200 ml per beg of cement or as per manufacturer instructions finished even and smooth on exposed concrete surface without using extra cement, complete all as specified and as directed by Engineer-in-charge.(Note: Water proofing compound shall be measured and paid separately under relevant item of this schedule). |
| 6 | M&L for Cutting out cracks to V-section in existing roofs or terracing, cleaning out and filling solidly with a hot mixture of bitumen and clean dry sand 1:1 (by weight), complete all as specified and as directed by Engineer-in-charge. |
| 7 | M&L for PCC (1:2:4) type B-1 ( using 20 mm grade crushed stone aggregate) as in filling and mass concrete, complete all as specified and as directed by Engineer-in-charge. |
| 8 | Supply only Liquid water proofing compound confirming to IS complete all as per specified and as directed by Engineer-in-charge. |
| 9 | Excavation in trenches n.exc 1.5m wide and n.exc 1.5 m in depth for foundation etc or for shafts, wells, cesspits, manholes, pier holes etc n.exc 10 sqm on plan and n.exc 1.5m in depth and getting out in hard/dence soil complete all as per specified and as directed by Engineer-in-charge. |
| 10 | M&L for PCC (1:4:8) type D2 (using 40mm graded crushed stone aggregate) as in foundation, filling and mass concrete complete all as per specified and as directed by Engineer-in-charge. |
| 11 | M&L for RCC M25 (Design mix) as in foundations, including rafts, footings, foundation beams, plinth beams, bases for columns, etc. basement slabs, under-reamed piles and mass concrete complete all as specified and as directed by Engineer-in-charge. |
| 12 | M&L for formwork to sides of concrete foundation, 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 rough finished surface of concrete flat complete all as per specified and as directed by Engineer-in-charge. |
| 13 | 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 mild steel wire (annealed) not less than 0.9 mm dia., or securing with clips, complete all as per specified and as directed by Engineer-in-charge. |
| 14 | M&L for Mild steel TMT bars 6 to 8 mm dia. cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia., or securing with clips, complete all as per specified and as directed by Engineer-in-charge. |
| 15 | S&F of roof trusses (framed), trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) including distance pieces, cleats etc. Confirming to Fe 410-W (Gde E- 250) quality-A, includingsteel is painted one shop coat of zinc chromate primer paint (including preparation of surface) at Contractor’s workshop before fabrication complete all as per specified and as directed by Engineer-in-charge. |
| 16 | M&L for plates (plain or chequered), channels, square-cut or notched (ordinary or countersunk), including forming holes without any attachment, with riveted, bolted or welded connections, conforming to Fe-410W (Grade E-250) Quality ‘A’. Steel shall be painted with one shop coat of zinc chromate primer (including surface preparation) at the contractor’s workshop before fabrication, complete all as specified and as directed by the Engineer-in-Charge. |
| 17 | S&F screw bolts (machine made) (diameter = 16 to 20 mm) with hexagonal or square head at one end and screwed the other or screwed both ends to be fitted with washers and one hexagonal or square nut exc. 22.5 cm but n.exc. 30 cm long MS Work as in bands , straps, supports or stays incl bolts, if reqd. , hold fasts, wall ties and similar small articlesconforming to Fe-290 Gde E-165 complete all as specified and as directed by Engineer-in-charge. |
| 18 | M&L for preparation of new or previously untreated steel or iron surface of any description and applying two coats of synthetic enamel paint, primer over 10cm width or girth complete all as specified and as directed by Engineer-in-charge. |
| 19 | S&F Pre-painted galvalume aluminium zinc coating GI based corrugated or semi-corrugated steel sheet 0.50 mm thick of any colour having tensile strength of 550 mpa as in roof covering/cladding to wall, fixed with self tapping screws or J hooks, complete all as specified and as directed by Engineer-in-charge. |
| 20 | S&F Pre-painted galvalume aluminium zinc coating GI based plain steel sheet 0.50 mm thick of any colour having tensile strength of 550 mpa as in roof covering/cladding to wall, fixed with self tapping screws or J hooks, complete all as specified and as directed by Engineer-in-charge. |
| 21 | Providing and laying of 80mm thick factory made chamfered edge cement concrete paver block of M-30 grade with approved colour, design & pattern as in footpath, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of coarse sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver block as per required size and pattern, finishing and sweeping extra sand, complete all as per specified and as directed by Engineer-in-charge. |
| 22 | M&L for providing plain cementconcrete type C-1, 1:3:6, (using 20 mm graded stone aggregate), as in copings, bed block for filing hollow space of steel chowkhats, fixing of hold fast, kneelers, apex stones, bed plates, water troughs and the like including weathering, slightly rounded or chamfered angles & throating as directed including necessary form work, complete all as per specified and as directed by Engineer-in-charge. |
| 23 | S&F MS steel work in tubular trusses including special shaped washersetc., complete using ERW or induction butt welded tubes confirming to IS 1161- 1979 graded St 240 including steel is painted one shop coat of zinc chromate primer paint (including preparation of surface) at Contractor’s workshop before fabrication complete all as per specified and as directed by Engineer-in-charge. |
| 24 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25cm in hard/dense soil, complete all as per specified and as directed by Engineer-in-charge. |
| 25 | Removing excavated Soil materials to a distance n exc 50m and depositing where directed at a level n exc 1.5m above the starting point, complete all as per specified and as directed by Engineer-in-charge. |
| 26 | Dismantling Plain or corrugated steel sheeting, any gauge, thickness, including Nainital or similar pattern roof coverings, complete all as per specified and as directed by Engineer-in-charge. |
| 27 | Dismantling framed timber scantlings 40 Sqcm and over in section and in any position, complete all as specified and as directed by Engineer-in-charge. |
| 28 | Dismantling wall and ceiling boards (fibre, pulp, insulation, etc) or insulation board/Slabs/blankets of any thickness including cover fillets, complete all as specified and as directed by Engineer-in-charge. |
| 29 | Demolition of reed, lathing, single or double, including battens and plaster or chicken wire lathing, complete all as specified and as directed by Engineer-in-charge. |
| 30 | Demolition of brick work or stone/ boulder masonry, built in cement mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles, complete all as specified and as directed by Engineer-in-charge. |
| 31 | Taking down chowkat or frame with shutters (without taking off shutters from the frame) not exceeding 1.5 Sqm each and removing from site, complete all as specified and as directed by Engineer-in-charge. |
| 32 | Taking down chowkat or frame with shutters (without taking off shutters from the frame) exceeding 1.5 Sqm but not exceeding 4 Sqm each and removing from site, complete all as specified and as directed by Engineer-in-charge. |
| 33 | Excavation in trenches n.exc 1.5m wide and n. exc 1.5 m in depth for foundation etc or for shafts, wells, cesspits, manholes, pier holes etc n. exc 10 sqm on plan and n.exc 1.5m in depth and getting out in soft/loose soil complete all as per specified and as directed by Engineer-in-charge. |
| 34 | M&L for fly ash brick work with Modular bricks, straight or curved on plan exc. 6m mean radius in cement mortar 1:6, complete all as per specified and as directed by Engineer-in-charge. |
| 35 | M&L for Reinforced cement concreteM-20 (Nominal Mix)(using 20 mm graded aggregate)as in foundations, including rafts, footings, foundation beams, plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete etc, complete all as per specified and as directed by Engineer-in-charge. |
| 36 | M&L for Reinforced cement concreteM-20 (Nominal Mix) (using 20 mm graded aggregate) in Beams, cantilevers, bressummers, lintels over 1.5m span, complete all as specified and as directed by Engineer-in-charge. |
| 37 | Formwork to sides and soffits of floor or roof beams, beam haunching, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs, etc. also splays between floors and beams, etc., complete all as specified and as directed by Engineer-in-charge. |
| 38 | M&L for Reinforced cement concreteM-20 (Nominal Mix)(using 20 mm graded aggregate) as in chajjas complete all as specified and as directed by Engineer-in-charge. |
| 39 | M&L for formwork to chullah hoods, chajjas, weather shades, corbels, water troughs and similar items including edges fair finished surface of concrete flat complete all as specified and as directed by Engineer-in-charge. |
| 40 | M&L for mild steel TMT bars 5 mm dia and over upto and including 10 mm dia in stirrups, spacers and binders, complete all as per specified and as directed by Engineer-in-charge. |
| 41 | M&L for external rendering 20 mm (10+10) thick in two layer, first layer shall be of 10 mm thick CM 1:6 and second layer of finishing coat shall be 10 mm thick in CM 1:4 mixed with WPC@ 200 ml per 50 Kg cement bag or as per manufacturer\"s instructions on brick work or concrete surfaces of wall including finishing the surface even and fair without using extra cement complete all as specified and as directed by Engineer-in-charge.(Note: WPC shall be measured and paid separately as supply only under relevant item.) |
| 42 | Supply only integral water proofing compound confirming to IS complete all as per specified and as directed by Engineer-in-charge. |
| 43 | M&L for 15 mm thick rendering in CM (1:6) on fair faces of brick work or concrete surfaces and finished the surface even & smooth without using extra cement, complete all as specified and as directed by Engineer-in-charge. |
| 44 | M& L for Plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachment confirming to Fe 410-W (Gde E- 250) quality-A, includingsteel is painted one shop coat of zinc chromate primer paint (including preparation of surface) at Contractor’s workshop before fabrication complete all as per specified and as directed by Engineer-in-charge. |
| 45 | S&F of bands, straps, supports or stays for rainwater and ventilating pipes, including bolts where required; hooks (stay type) for large gates; hook and pintle hinges; heavy hasps and staples; chains; hand-made sliding bolts; clamps; holdfasts; wall ties; fan hooks; plain angle cleats for securing purlins to wooden trusses or rafters; knee piece inserts; two-way and three-way straps; plate washers; and other similar small fittings, all fabricated from Fe-290, Grade E-165 steel, complete all as specified and as directed by the Engineer-in-Charge. |
| 46 | S&F of Anodised aluminium snap grid frame work for false ceiling confirming IS 733,737 & IS:1285, complete all as specified and as directed by Engineer-in-charge. |
| 47 | M&L for 4mm thick non asbestos fibre cement building boards fixed or laid/ inserted to timber/GI/Aluminium framework with screws fixed in ceiling flat or sloping, complete all as per specified and as directed by Engineer-in-charge. |
| 48 | Demolition of unreinforced cement concrete in ground floors and pavings nexc 15 cm thickness (below or above ground level) complete all as specified and as directed by Engineer-in-charge. |
| 49 | M&L for sand filling under floors or in foundations spreading and levelling in layers not exc. 25 cm thick including watering and consolidation, complete all as per specified and as directed by Engineer-in-charge. |
| 50 | M&L for spreading and levelling in layers n exc. 25 cm thick selected earth under ther floor including well ramming including watering as required, complete all as per specified and as directed by Engineer-in-charge. |
| 51 | M&L for 25 mm thick for cement concrete 1:2:4 type B-1 (using 20mm graded stone aggregates) as in sub-base, flooring etc, complete all as per specified and as directed by Engineer-in-charge. |
| 52 | M&L for 75 mm thick PCC type C-2, 1:3:6 (using 40 mm graded aggregate) as in flooring, plinth protection/footpath finishing cement concrete surface even and smooth without using extra cement, complete all as specified and as directed by Engineer-in-charge. |
| 53 | S&F of coloured non-skid ceramic tiles 7 to 8 mm thick (Square/ rectangular) area of each tile exceeding 0.18 sqm but notexceeding 0.38 sqm, in floors etc, set and jointed in neat cement slurry and pointed in white or coloured cement to match with the shades of tiles over 15 mm thick screed bed or bedding layers in CM 1:6 complete all as per specified and as directed by Engineer-in-charge. |
| 54 | S&F of coloured non-skid ceramic tiles 7 to 8 mm thick (Square/ rectangular) area of each tile exceeding 0.18 sqm but notexceeding 0.38 sqm, on vertical surfaces such as skirting, dados and risers to stepsetc., set and jointed in neat cement slurry and pointed in white or Coloured cement to match over 10 mm thick screed bed or bedding layers in CM 1:4 complete all as per specified and as directed by Engineer-in-charge. |
| 55 | S&F ofPressed steel frames of size 125x60 mm for doors with one or more rebates including necessary fixing lugs, hinges, lock strike plate, etc., complete all as per specified and as directed by Engineer-in-charge. |
| 56 | M&L for 35 mm thick second class hardwood glazed and skeleton shutter open rebated and prepared to receive glass, gauge etc (without sash bar) edges of framing plain, chamfered orrounded fitted with cut and mitred beads for securingglass etc sizes of member (Bottom 250mm, stiles 100mm, top 120mm & lock rail 160mm wide)as specified in SSR part I section & clause 8.24 (a) complete all as specified and as directed by Engineer-in-charge. |
| 57 | S&F of 250 mm long mild aluminium alloy, anodised, sliding door bolt with hasp, staple (bolt type) and fixing clips of sheet, cast or extruded sections and fixing bolts and sliding bolts of extruded sections or cast-aluminium alloy and fixed complete all as per specified and as directed by Engineer-in-charge. |
| 58 | S&F of 150 mm long aluminium, anodised, barrel tower bolts of extruded section, complete all as per specified and as directed by Engineer-in-charge. |
| 59 | S&F of 150 mm long aluminium handles, cast type, anodised, complete all as per specified and as directed by Engineer-in-charge. |
| 60 | M&L for 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 per specified and as directed by Engineer-in-charge. |
| 61 | Material & Labour for prepareing of new plastered surface of wall anf applying finishing walls with Acrylic Smooth exterior paint of required shade : New workTwo or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm), complete all as specified and as directed by Engineer-in-charge. |
| 62 | M&L for applying two coats acrylic-based distemper of shade as approved by GE over a coat of primer over one coats of wall care putty (1mm each) on wall, complete all as specified and as directed by Engineer-in-charge. and as per the manufacturer\"s instructions.Note:1. Application of new finishes to be carried out mechanically by authorised applicator and as per the manufacturer\"s instructions. |
| 63 | M&L for preparation of new or previously untreated steel or iron surface of any description and applying two coats of synthetic enamel paint over a coat of red oxide, primer over 10cm width or girth complete all as specified and as directed by Engineer-in-charge. |
| 64 | M&L for preparation of new or previously untreated wood or wood based surfaces of any description, exceeding 10 cm width or girth, not otherwise described and applying two coats of synthetic enamel paint over a coat of pink primer, complete all as specified and as directed by Engineer-in-charge. |
| 65 | M&L for 75mm thick cement concrete 1:3:6 type C-2 (using 40mm graded stone aggregate) as in plinth protection & pavingfinished even & smooth with using extra cement, complete all as per specified and as directed by Engineer-in-charge. |
| 66 | S&F of30 mm thick flush shutters, solid core construction, with block board core and plywood face panels, commercial type on both sides, complete all as per specified and as directed by Engineer-in-charge. |
| 67 | S&F of 100 mm butt hinges stainless steel, complete all as per specified and as directed by Engineer-in-charge. |
| 68 | S&F of floor door stopper 14cm long of aluminium alloy body and tongue, anodised with hard drawn steel spring, fixed in floor complete all as per specified and as directed by Engineer-in-charge. |
| 69 | S&F of Powder coatedaluminium window sliding type three track (2 glazed & one gauzed shutter ) aluminium sections weighing not less than 1.67kg/m for frame and 0.55 kg/m for shutter including necessary jointing cleats, glazingcleats, rubber packing , screws, handle, locking arrangement and 5.5mm thick plain/tinted glass and aluminium mosquito proof gauge including taking down of old existing steel window and making good disturbed surfaces of wall complete all as per specified and as directed by Engineer-in-charge. |
| 70 | S&F in repair of harrison rails curtain rod, mild steel, chromium plated with fixing brackets, stops, rollers etc. complete all as per specified and as directed by Engineer-in-charge. |
| 71 | Demolition of unreinforced cement concrete in ground floors and paving\"s n exc 15 cm thickness (below or above ground level) complete all as specified and as directed by Engineer-in-charge. |
| 72 | M&L for 100 mm thick PCC (1:4:8) type D2 (using 40 mm gradedcrushed stone aggregate) as in path/ steps complete all as specified and as directed by Engineer-in-charge. |
| 73 | Providing and laying 60mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour, design & pattern as in footparth, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand, complete all as per specified and as directed by Engineer-in-charge. |
| 74 | Taking down carefully old unserviceable copper/ aluminium point wiring (light, exhaust fan, socket or power) complete including fittings such as switches, ceiling roses, pendants, regulators, bells, sockets, tube light fittings etc., and making good disturbed surface of walls & Floors etc., complete all as specified and as directed by Engineer-in-charge. |
| 75 | M&L for concealed point wiring with two single core PVC insulated, unsheathed, multistranded copper conductor FRLS of size 1.5 Sq. mm and one single core PVC insulated unsheathed stranded copper conductor of size 1.50 Sq. mm green in colour as earth lead in and including modular sheet steel sunken terminal box of appropriate size concealed in walls, earthed with all fittings & accessories for mounting modular switch, sockets, fan regulators etc. for one light, complete all as specified and as directed by Engineer-in-charge. |
| 76 | All as per serial item No. 75 as above but for one fan point controlled by one switch, complete all as specified and as directed by Engineer-in-charge. |
| 77 | All as per serial item No. 75 as above but for socket outlet 5/6 AMPs point on same board, complete all as specified and as directed by Engineer-in-charge. |
| 78 | All as per serial item No. 75 as above but for socket outlet 5/6 AMPs point on independent board, complete all as specified and as directed by Engineer-in-charge. |
| 79 | All as per serial item No. 75 as above but with 2.5 sqmm single coremultistranded copper conductor for one socket out let 5/6 AMPs point on the independent board, complete all as specified and as directed by Engineer-in-charge. |
| 80 | S&F of switch piano flush type, 6/5 Amps 240 volts single pole one way, complete all as specified and as directed by Engineer-in-charge. |
| 81 | S&F ofSocket outlet 2 in 1, 3 pin, 5/6 Amp, complete all as specified and as directed by Engineer-in-charge. |
| 82 | S&F of Switch piano, flush type single pole, one way 16 Amp, complete all as specified and as directed by Engineer-in-charge. |
| 83 | S&F of Socket outlet 2 in 1, 3 pin, 6 and 16 amp flush type, complete all as specified and as directed by Engineer-in-charge. |
| 84 | Supply and of fix ceiling rose surface PVC three terminals, PVC/ polycarbonate, insulated body, complete all as specified and as directed by Engineer-in-charge. |
| 85 | Supply and fix of fan regulator electronic type, rotary step(speed regulation in 5 steps), SP 240 Volt, suitable for ceiling fans complete all as specified and as directed by Engineer-in-charge. |
| 86 | Supply and fixing in repair of LED luminaire 600 mm x 600 mm, 35/36 watt, 220 V AC recessed type with high efficiency PMMA diffuser soft glare free light complete with driver, holders & LED lamp suitable for roof ceiling including connecting up with driver three core flexible copper conductor cases of suitable size, complete all as specified and as directed by Engineer-in-charge. |
| 87 | Supply and fixing in repair of LED tube light fittings1 x 20 Watt, 220 V, AC decorative box type with driver holder including LED tube rodconnecting up with three core flexible copper conductor cable from ceiling rose to tube light fitting complete all as specified and as directed by Engineer-in-charge. |
| 88 | Supply and fixing in repair of LED street light fitting 35 Watt 230 V AC outdoor type with high pressure die cast aluminum hosing and heat resistant complete with driver, lamp bracket with impact and corrosion resistant including thermal management in multiple optics complete with IP 65/66 protection, complete all as specified and as directed by Engineer-in-charge. |
| 89 | Supply and fix of sheet metal enclosure powder painted for MCB SPN 8 way double door DB, 240 Volts, 200 Amp with din rail and bus bar including making good to the disturbed surface matching including taking down old unserviceable one complete all as specified and as directed by Engineer-in-charge. |
| 90 | S&F of 240V, 10 KA \"C\" curve miniature circuit breaker (MCB) of SPN and current carrying capacity 6 to 32 AMP, in the MCB DB Complete with connection testing and commissioning including taking down old unserviceable one complete all as specified and as directed by Engineer-in-charge. |
| 91 | Supply and fixing of 240V, 10 KA \"B\" curve miniature circuit breaker (MCB) of single poles and current carrying capacity 6 to 32 AMP, in the MCB DB Complete with connection testing and commissioning including taking down of old unserviceable complete all as specified and as directed by Engineer-in-charge. |
| 92 | Taking down carefully Ceiling fan from its original position and refixing / hanging after plaster work including painting of ceiling fan complete, in situ with synthetic enamel paint by spraying including filling cavities with filler one coat after cleaning all dust etc, complete all as specified and as directed by Engineer-in-charge. |
| 93 | Material and labour for earthing complete with galvanized steel plate electrodes of size 600x600x6 mm thick burried directly in ground with earth pit not less than 2.25 meter deep below normal ground level with top edge of plate not less than 1.5 meter below normal ground level connected to galvanised wire 4.00 mm earth lead by means of nuts, bolts, checknuts and washers including 15 mm bore galvanized iron pipe, medium grade for protection of earth lead upto the length of 7.5 meter towards test terminal and 20 mm bore galvanized iron pipe, medium grade for watering, and providing of charcoal and common salt in alternate layers, including necessary earth work in any type of soil and including PCC pit in PCC 1:2:4 with provision of wire mesh and funnel, complete all as shown in electrical plate No 5 of SSR Part- I including testing, including taking down old unserviceable one complete all as specified and as directed by Engineer-in-charge. |
| 94 | S&F XLPE insulated screened PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty) with stranded aluminium conductor, 1100Volt grade on walls with fixing accessories of size 10 Sqmm4 Core cable, complete all as specified and as directed by Engineer-in-charge. |
| 95 | M&L for sand cushioning (dry) in trenches for protection of UG cables (below, above and around the cable laid in trenches) of 8cm deep before laying and 15cm covering above the top edge of cable after laying, complete all as specified and as directed by Engineer-in-charge. |
| 96 | Supply & Laying of Sub-Class B Bricks, well burnt, laid breadth wise along the length of cable laid in trenches over sand cushion laid for UG cable protection, complete all as specified and as directed by Engineer-in-charge.(Note. The painting shall be carried out through mechanical appliances by the company\"s approved applicator). |
| 97 | S&F in repair of GI tubing 40 mm bore light grade ISI marked for protection of cable including necessary joints with all fitting, laid in trenches, complete all as specified and as directed by Engineer-in-charge. |
| 98 | Taking up old cast iron water mains 150 mm dia bore (including all fittings), with spigot and socket ends and lead joints including burning out joints and recovering lead, complete all as per specified and as directed by Engineer-in-charge. |
| 99 | Taking up old cast iron water mains 100 mm dia bore (including all fittings), with spigot and socket ends and lead joints including burning out joints and recovering lead, complete all as per specified and as directed by Engineer-in-charge. |
| 100 | Taking up old cast iron water mains 80 mm dia bore (including all fittings), with spigot and socket ends and lead joints including burning out joints and recovering lead, complete all as per specified and as directed by Engineer-in-charge. |
| 101 | Supply, laying, jointing and testing of Ductile iron water mains 150 mm dia, Class K-7 with spigot and socket ends including rubber gasket joints laid in trenches complete all as specified and as directed by Engr-in-Charge. |
| 102 | Supply, laying, jointing and testing of Ductile iron water mains 100 mm dia, Class K-7 with spigot and socket ends including rubber gasket joints laid in trenches complete all as specified and as directed by Engr-in-Charge. |
| 103 | Supply, laying, jointing and testing of Ductile iron water mains 80 mm dia, Class K-7 with spigot and socket ends including rubber gasket joints laid in trenches complete all as specified and as directed by Engr-in-Charge. |
| 104 | Supply, fixing and testing DI fittings for spigot & socketed or flanged pipes i.e. bends, reducers, tail pieces, tapers, tees, collars, caps, plugs with MS plate, nuts, bolts, washers gaskets etc of sizes 80 mm to 200 mm dia complete all as specified and as directed by Engr-in-Charge. |
| 105 | M&L for Straight plain brass ferrules (or connecting screws) screwed both ends and fixed includingall necessary fitting such as nippel, reducer socket, socket etc. complete all as specified and as directed by Engr-in-Charge. |
| 106 | Taking up or down of 50 mm bore steel tubing and connections, including cleaning for refixing or removal to store, complete all as per specified and as directed by Engineer-in-charge. |
| 107 | Taking up or down of 40 mm bore steel tubing and connections, including cleaning for refixing or removal to store, complete all as per specified and as directed by Engineer-in-charge. |
| 108 | Taking up or down of 25 mm steel tubing and connections, including cleaning for refixing or removal to store, complete all as per specified and as directed by Engineer-in-charge. |
| 109 | Taking up or down of 20 mm steel tubing and connections, including cleaning for refixing or removal to store, complete all as per specified and as directed by Engineer-in-charge. |
| 110 | Taking up or down 15 mm steel tubing and connections, including cleaning for refixing or removal to store, complete all as per specified and as directed by Engineer-in-charge. |
| 111 | Supply and laying of GI tube 50 mm bore medium grade with all fittings and fixed in trenches complete all as specified and as directed by Engineer-in-charge. |
| 112 | Supply and laying of GI tube 40 mm bore medium grade with all fittings and fixed in trenches complete all as specified and as directed by Engineer-in-charge. |
| 113 | Supply and laying of GI tube 25 mm bore medium grade with all fittings and fixed in trenches complete all as specified and as directed by Engineer-in-charge. |
| 114 | Supply and laying GI tube 20 mm bore medium grade with fittings and fixed in trenches complete all as specified and as directed by Engineer-in-charge. |
| 115 | Supply and laying GI tube 15 mm bore medium grade with fittings and fixed in trenches complete all as specified and as directed by Engineer-in-charge. |
| 116 | S&F in repair of 50 mm Gun-metal, globe or gate valves, with iron wheel head, screwed both ends for iron pipe and fixed, complete all as per specified and as directed by Engineer-in-charge. |
| 117 | S&F in repair of 40 mm Gun-metal, globe or gate valves, with iron wheel head, screwed both ends for iron pipe and fixed, complete all as per specified and as directed by Engineer-in-charge. |
| 118 | S&F in repair of Gun-metal 25 mm bore pipe, globe or gate valves, with iron wheel head, screwed both ends for iron pipe and fixed, complete all as per specified and as directed by Engineer-in-charge. |
| 119 | S&F in repair of 20 mm Gun-metal, globe or gate valves, with iron wheel head, screwed both ends for iron pipe and fixed, complete all as per specified and as directed by Engineer-in-charge. |
| 120 | S&F in repair of 15 mm Gun-metal, globe or gate valves, with iron wheel head, screwed both ends for iron pipe and fixed, complete all as per specified and as directed by Engineer-in-charge. |
| 121 | S&F of cast iron sluice valve for 150 bore pipe heavy duty (PN-1.6) conforming to IS -14846 with brass spindle and iron wheel head flanged both ends and including all jointing materials required viz rubber gasket 3mm thick, bots, nuts and washers including dismantling old unserviceable onecomplete all as per specified and as directed by Engineer-in-charge. |
| 122 | S&F of cast iron sluice valve for 100 bore pipe heavy duty (PN-1.6) conforming to IS -14846 with brass spindle and iron wheel head flanged both ends and including all jointing materials required viz rubber gasket 3mm thick, bots, nuts and washers including dismantling old unserviceable onecomplete all as per specified and as directed by Engineer-in-charge. |
| 123 | S&F of cast iron sluice valve for 80 bore pipe heavy duty (PN-1.6) conforming to IS -14846 with brass spindle and iron wheel head flanged both ends and including all jointing materials required viz rubber gasket 3mm thick, bots, nuts and washers including dismantling old unserviceable onecomplete all as per specified and as directed by Engineer-in-charge. |
| 124 | S & F of butterfly valve of 150mm diaconfirming to IS:13095 including accessories and dismantling old unserviceable one complete all as per specified and as directed by Engineer-in-charge. |
| 125 | S & F of butterfly valve of 100mm diaconfirming to IS:13095 including accessories and dismantling old unserviceable one complete all as per specified and as directed by Engineer-in-charge. |
| 126 | S&F of Reflux Valve( NRV) of size 150 mm bore Dia, heavy duty confirming to IS:-5312-1 (2004) including jointing materials nut bolt, washer, gasket, including dismantling old unserviceable one complete all as per specified and as directed by Engineer-in-charge. |
| 127 | S&F of Reflux Valve( NRV) of size 100 mm bore Dia, heavy duty confirming to IS:-5312-1 (2004) including jointing materials nut bolt, washer, gasket, including dismantling old unserviceable one complete all as per specified and as directed by Engineer-in-charge. |
| 128 | M&L for construction of valve pit of internal size 120 cm X 120 cm X 120 cm with one brick thick brick masonry wall in cement mortar (1:4), PCC foundation 10cm thick (1:4:8) type D-2 with 15cm offsets, PCC copping 5 cm thick (1:2:4) type B-1, plastering 15mm thick in cement mortar (1:4), 40X40X4mm angle iron frame and 3mm thick MS sheet cover with locking arrangement includingpainting to steel surfaces with two coats of synthetic enamel paint over a coat of red oxide primer and necessary excavation and earth work including dismantling of existing one complete all as specified and directed complete all as per specified and as directed by Engineer-in-charge. |
| 129 | M&L for construction of valve pit of internal size 90 cm X 90 cm X 90 cm with one brick thick brick masonry wall in cement mortar (1:4), PCC foundation 10cm thick (1:4:8) type D-2 with 15cm offsets, PCC copping 5 cm thick (1:2:4) type B-1, plastering 15mm thick in cement mortar (1:4), 40X40X4mm angle iron frame and 3mm thick MS sheet cover with locking arrangement includingpainting to steel surfaces with two coats of synthetic enamel paint over a coat of red oxide primer and necessary excavation and earth work including dismantling of existing one complete all as specified and directed complete all as per specified and as directed by Engineer-in-charge. |
| 130 | M&L for construction of valve pit of internal size 60 cm X 60 cm X 60 cm with one brick thick brick masonry wall in cement mortar (1:4), PCC foundation 10cm thick (1:4:8) type D-2 with 15cm offsets, PCC copping 5 cm thick (1:2:4) type B-1, plastering 15mm thick in cement mortar (1:4), 40X40X4mm angle iron frame and 3mm thick MS sheet cover with locking arrangement includingpainting to steel surfaces with two coats of synthetic enamel paint over a coat of red oxide primer and necessary excavation and earth work including dismantling of existing one complete all as specified and directed complete all as per specified and as directed by Engineer-in-charge. |
| 131 | M&L for Structural steel work as the Cross arms, bracings, supports, clamps and back plates fabricated from structural steel sections including nuts, bolts, washers, welding, bending cold or hot, drilling holes for bolts, in any shape or size as indicated or directed and inclusive of one primer coat one under coat and one finishing coat of synthetic enamelled paint, complete all as specified and directed by Engineer-in-charge. |
| 132 | M&L for Mild steel plates, plain or chequered, 5mm thick or over in thickness in available sizes conforming to Fe 410-W (Gde-E- 250) quality-A, complete all as specified and directed by Engineer-in-charge.NOTE:-The contract sum shall be calculated by deducting the amount shown in Credit Schedule attached to this tender, from total amount of Schedule \"A\"/BOQ. |
