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| 1 | Surface excavation not exceeding 30cm deepand averaging 15 cm deep, getting out in soft/loose soil complete all as specified and as directed by the Engineer-in-Charge. |
| 2 | Excavation in trenches, not exc 1.5 m wide and not exc 1.5 m in depth for foundation etc or for shafts, wells, manholes etc. not exc 10 sqm on plan and not exc 1.5 m in depth and getting out in soft/ loose soil complete all as specified and as directed by the Engineer-in-Charge. |
| 3 | Returning, filling in, including spreading, levlling ,watering and well ramming in layers not exceeding 25cm thick complete all as specified and as directed by the Engineer-in-Charge. |
| 4 | Removing surplus excavated materialto a distance n.exc 50m and depositing where directed at a level n.exc 1.5m above the starting point complete all as specified and as directed by the Engineer-in-Charge. |
| 5 | M & L PCC 1:4:8 Type D2 using 40mm graded crushed stone aggregate as in foundations, filling and mass concrete complete all as specified and as directed by the Engineer-in-Charge. |
| 6 | M & L reinforced cement concrete M-25 (Design Mix) using 20mm graded crushed stone aggregates 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 the Engineer-in-Charge. |
| 7 | M&L reinforced cement concreteM-25 (Design Mix) using 20mm graded crushed stone aggregate as inpillars, posts,struts, piers, columns and stanchionscomplete all as specified and as directed by the Engineer-in-Charge. |
| 8 | M&L reinforced cement concreteM-25 (design Mix) using 20mm graded crushed stone aggregate in beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified and as directed by the Engineer-in-Charge. |
| 9 | M & L RCC M-25 (design mix) using 20mm graded crushed stone aggregates as in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and as directed by the Engineer-in-Charge. |
| 10 | M&L 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 flat rough finished surfaces of concretecomplete all as specified and as directed by the Engineer-in-Charge. |
| 11 | M & L formwork to sides of pillars, posts,struts, piers, columns and stanchions flat rough finished surfaces of concrete complete all as specified and as directed by the Engineer-in-Charge. |
| 12 | M & L formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressum-mers, lintels, cantilevers, shelves including supports overhangs etc, also splays between floors and beams, etc., work in rough finished flat surfaces of concrete complete all as specified and as directed by the Engineer-in-Charge. |
| 13 | Formwork to soffits ofsuspended slabs such roof slab, floor slabs, landings and similar work not exceeding 20 CM thick (horizontal or sloping) flat for rough finished surfaces of concrete , complete all as specified and as directed by the Engineer-in-Charge. |
| 14 | M<MT steel bars 10mm dia and over cut to length, bent to shape reqd incl cranking, bending, spirally for hooping for columns, hooking ends and binding with and including mild steel wire annealed not less than 0.9mm dia complete all as specified and as directed by the Engineer-in-Charge. |
| 15 | M<MT steel bars 6 to 8mm dia cut to length, bent to shape reqd incl cranking, bending, spirally for hooping for columns, hooking ends and binding with and including mild steel wire annealed not less than 0.9mm dia complete all as specified and as directed by the Engineer-in-Charge. |
| 16 | M<MTsteel bars 5mm dia and over up to and including 10mm dia in stirrups, spacers etc, cut to length, bent to shape reqd incl cranking, bending, spirally for hooping for columns, hooking ends and binding with and including mild steel wire annealed not less than 0.9mm dia complete all as specified and as directed by the Engineer-in-Charge. |
| 17 | M&Lbrick work with sub class \"B\" old size bricks straight or curved on plan exceeding 6 metre mean radius built in cement mortar 1:6 complete all as specified and as directed by the Engineer-in-Charge. |
| 18 | M&Lbrick work with sub class \"B\" old size bricks straight or curved on plan to any radius built in cement mortar 1:4 in half brick thick wall complete all as specified and as directed by the Engineer-in-Charge. |
| 19 | M&L rendering 05 mm thick on any faces of brick work or concrete ceiling surfaces in cement mortar 1:3 andfinishedeven and smooth without using extra cement complete all as specified and as directed by the Engineer-in-Charge. |
| 20 | M & L rendering 15 mm thick on brick work or concrete wall surfaces in cement mortar 1:4including mixing water proofing compound @ 2% by weight of cement or as per manufacturer\"s instruction and finished fair and even without using extra cement complete all as specified and as directed by the Engineer-in-Charge. (WPC shall be measured and paid for separately) |
| 21 | M&L rough cast plaster 15 mm thickin cement motar 1 :4 complete as specified in SSR Part-I, clause 14.22 shall consisting of following:- firstly apply under coat in cement mortar 1:4 not less than 10 mm thick and while still it is in plastic state the rough cast mixture consisting of crushed stone or fine gravel agg. which is generally of size between 6 to 12 mm depending on texture required mixed with coarse sand and cement in the ratio 1:1:1 shall be applied, complete all as specified and as directed by the Engineer-in-Charge. |
| 22 | Material and labour rendering 10 mm thick on any faces of brick work or concrete wall surfaces in cement mortar 1:6 andfinishedeven and fair without using extra cement complete all as specified and as directed by the Engineer-in-Charge. |
| 23 | Supply only water proofing compound complete all as specified and as directed by the Engineer-in-Charge. |
| 24 | M&L preparation of new plastered/ unplastered surfaces of brick/concrete ceiling and applying three coats of white lime wash complete all as specified and as directed by the Engineer-in-Charge. |
| 25 | M&Lpreparation of newly plastered surfaces of wall and applying two coats of cement based paint complete all as specified and as directed by the Engineer-in-Charge. |
| 26 | M&L preparation of newly plastered/ unplastered surfaces of walls and applying two coats of oil bound distemperwith painting roller over a coat of alkali resistant primer complete all as specified and as directed by the Engineer-in-Charge. |
| 27 | Material and labour for broken stone or boulderhard core of gauge n.exc 63mm, deposited, spread and leveled in layers n.exc 15 cm thick, watered and rammed to a true surface complete all as specified and as directed. |
| 28 | M & L100 mm thick PCC 1:4:8 Type D-2 using 40mm graded crushed stone aggregate as in sub base of floor/ hard standing etc and finished even and fair without using extra cement complete all as specified and as directed by the Engineer-in-Charge. |
| 29 | M & L25 mm thick PCC 1:2:4, type B0 as in sub base of floor (using 12.50mm gradedcrushed stone aggregate), finished even & fair without using extra cement complete all as specified and as directed by the Engr-in-charge. |
| 30 | M&LNon-skid ceramic coloured tiles joint free premium/1st quality(square/rectengular) 7 to 8 mm thick, area of each tile exc 0.11 sqm but not exc 0.18 sqm as in floor, set and jointed in neat cement slurry and pointed in colouredcement to match the surface over and including screed bed 15 mm thick in cement mortar 1:6complete all as specified and as directed by the Engineer-in-Charge. |
| 31 | Material and labour glazed ceramic coloured tiles joint free 1st quality in vertical surfaces/ skirtings/dados of size 450x300x7mm thick/300 x 600 x 7 mm thickor nearest size as required , set and jointed in neat cement slurry and pointed in white or colouredcement mixed with pigmentto match over and including 10mm thick rendering on fair faces of brick / concrete surfaces in cement mortar 1:4complete all as specified and as directed by the Engineer-in-Charge. |
| 32 | M & L 16 to 18 mm thick granite (of any type) work (table rubbed and polished) in steps, jambs, pillars, window cills, cooking platforms and like in cement mortar (1:4) including pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite over and including 15mm thick rendering in CM 1:4complete all as specified and as directed by the Engineer-in-Charge. |
| 33 | M & L providing 75 mm thick cement concrete 1:3:6 type C-1 using 20mm graded crushed stone aggregates as in plinth protection laid in alternatebays (not exc 2 Sqm each )and finished even and smooth without using extra cement and providing jointsthroughout the thickness of the plinth protection filled with mastic filling comprising one part of bitumen 85/25 grade and three parts of sand by weight including form work complete all as specified and as directed by the Engineer-in-Charge. |
| 34 | S & F solid PVC door frame of size 50mm x 47mm made out of 5mm plain colour PVC sheet reinforced with MS square tube fixed in opening complete all as specified and as directed by the Engineer-in-Charge. |
| 35 | M & LPCC 1:3:6 type C1 using 20mm graded crushed stone aggregate as in holdfasts complete all as specified and as directed by the Engineer-in-Charge. |
| 36 | S&F factory made solid PVC moulded door shutters with partical board core 28 to 30 mm thick (styles) with 2, 4, or 6 raised panel design with 2 mm thick prelaminated moulded PVC sheet on the front face and 2mm thick plain colour PVC sheet on back face fixing in frame at site as per specification and drawing complete all as specified and as directed by the Engineer-in-Charge. |
| 37 | S&F box type using ERW hollow \"P\" section ventilators fixed type with glazing barincluding MS grills of square bar 10mm dia @ 100 c/c complete with glazing bars dovetailed or welded, including two coat of synthetic enamel ordinary tint paint over a coat of red oxide primer complete all as specified and as directed by the Engineer-in-Charge. |
| 38 | S&Fgalvanised mild steel wire cloths0.56 mm nominal dia of wire and averagewidth of aperature 1.18 mm and fixed with tinned tack or galvanised wire staple complete all as specified and as directed by the Engineer-in-Charge. |
| 39 | M & L frostedsheetglass 3mm thickand glazing with oil puttyin square not exc 0.5 sqm in each panecomplete all as specified and as directed by the Engineer-in-Charge. |
| 40 | S&F 150 mm long aluminium handle casttype anodisedcomplete all as specified and as directed by the Engineer-in-Charge. |
| 41 | S&F 200 mm long aluminium anodised barrel tower boltsof extruded section and fixed complete all as specified and asdirected by the Engineer-in-Charge. |
| 42 | S & Fstainless steel butt hinges 100mm longmedium weight complete all as specified and as directed by the Engineer-in-Charge. |
| 43 | Supply and fixing 300mm long aluminum alloy, anodized sliding bolts with hasp, staple (bolt type) and fixing clips of sheet, cast or extruded sections and fixing bolts and sliding bolts of extruded section or cast aluminum alloys to door shutter complete all as specified and as directed by the Engineer-in-Charge. |
| 44 | Supply and fixing vitreous china urinal, half stall type white (excluding flushing cistern, flush pipe)but including brass chromium plated spreader, PVC waste pipe , providing and fixing plugs, bedding urinal against wall in cement mortar 1:2, securing urinal to plugs with and including 60mm long brass screws, pointing around urinal back in cement,grating and union for discharge pipe. (exclusive of fixing supply pipe to flushing cistern, trap and waste pipe)complete all as specified and as directed by the Engineer-in-Charge. |
| 45 | S & F vitreous china urinal partition white ofsize 310 x 700mmwith and including 60mm long brass screws complete all as specified and as directed by the Engineer-in-Charge. |
| 46 | S & Fvitreous china under counter sunk wash hand basin white, of size 560mm x410 mm x 180mmfixed on and including cast iron cantilever bracket, 32mm dia brass waste coupling and 32 mm dia PVC waste pipe including fixing ofwaste fitting etccomplete all as specified and as directed by the Engineer-in-Charge. |
| 47 | S & F vitreous china squatting pan, Orissa pattern, of size 580 mm x 440 mm white with integral foot rest complete including provn of cement concrete bedding, PVC (SWR) \"P\" or \"S\" trap having pressure rating 6 Kg per Sqcm and connection to trap, outgoing flushing pipe, anti syphonage pipe complete all as specified and as directed by the Engineer-in-Charge. |
| 48 | S & F10 ltr PVC valveless syphonic action type flushing cistern with brackets, flush pipe etc complete including inlet ball valve float and handle including brackets, of approved make including all connections & flush pipes for WCcomplete all as specified and as directed by the Engineer-in-Charge. |
| 49 | M & L galvanised iron tubing 20mm bore medium grade with all fittings and fixed complete to walls and ceilings or laid in floorscomplete all as specified and as directed by the Engineer-in-Charge. |
| 50 | M & L galvanised iron tubing 15mm bore medium grade with all fittings and fixed complete to walls and ceilings or laid in floorscomplete all as specified and as directed by the Engineer-in-Charge. |
| 51 | Cuttingchases to brick wall built in cement mortar, pinning in making good to facing where required and pointing in CM 1:3 to edges of landing , steps , cills , sunshades, shelves , lintel etc. and cutting chases for concealed water tubing etc and making good cutting not exc 10 cm girth complete all as specified and as directed by the Engineer-in-Charge. |
| 52 | S & F 15mm bore cast copper alloy fancy type chromium plated stop valves with long shank and cup (concealed type), screwed down, high pressure with capstan head, scrwed both ends for iron pipe or for unions complete all as specified and as directed by the Engineer-in-Charge. |
| 53 | S & F15mm bore cast copper alloy chromium plated angular stop valveswith capstan head, screwed down, high pressure scrwed both ends for iron pipe or for unionscomplete all as specified and as directed by the Engineer-in-Charge. |
| 54 | S&F bib taps 15mm bore fancy type brass chromium plated with long body,wall flanges and capstan head,screwed down,screwed for iron pipe or for brass ferrule and fixed complete all as specified and as directed by the Engineer-in-Charge. |
| 55 | S & F soap dish, brass chromium plated, approximate size 160x160x90mm, fixed to plugs with chromium plated brass screwscomplete all as specified and as directed by the Engineer-in-Charge |
| 56 | S&F sheet glass shelf assembly consisting of 5.5 mm thick sheet glass shelf 12 mm wide with chromiun plated brackets guard and railing 60 cm longcomplete all as specified and as direced by the Engineer-in-charge. |
| 57 | S & FPVC connections 15 mm sizewith PTMT nuts of length 450 mm complete all as specified and as directed by the Engineer-in-Charge. |
| 58 | Supply and fixingbrass chromium platedsink mixer sawn neck for mixing hot & cold water for 15mm borepipes including all connecting fittings,screweddown for iron pipe and fixed complete all as specified and as directed by the Engineer-in-Charge. |
| 59 | S&F5 to 6mm thick selected quality glass mirror including ingraved any pattern,with wooden beading allroundof any sizefixed to wall with chromium plated brass screws and cup washers and all connected fittingcomplete all as specified and as directed by the Engr-in-charge. |
| 60 | S & Fbrass chromium plated tubular towel rail, 20mm dia, D type, 60cm long between flanges complete all as specified and as directed by the Engineer-in-Charge. |
| 61 | S&F brass chromium plated shower rose 150 x 150 mm size swivel type with arm 600 mm long, 15mm bore as per site complete all as specified and as direced by the Engineer-in-charge. |
| 62 | S & F brass chromium plated corner Glass slelf (with bracket)including fixing with brass screwsto wall complete complete all as specified and as directed by the Engineer-in-Charge. |
| 63 | S & F 75mm bore PVC (SWR) floor trap, plain with grating including jointing with solvent cement complete all as specified and as directed by the Engineer-in-Charge. |
| 64 | S & F 110mm bore PVC (SWR) pipes single socketed, in any length with rubber ring joints, fixed to wall or laid intrenches or in floor complete all as specified and as directed by the Engineer-in-Charge. |
| 65 | S & F 75mm bore PVC (SWR) pipes single socketed, in any length with rubber ring joints, fixed to wallor laid intrenches or in floorcomplete all as specified and as directed by the Engineer-in-Charge. |
| 66 | S & F 110mm bore PVC (SWR) bends of any radius with access doors complete all as specified and as directed by the Engineer-in-Charge. |
| 67 | S & F 75mm bore PVC (SWR) bends of any radius with access doors complete all as specified and as directed by the Engineer-in-Charge. |
| 68 | Supply and fixing 110 mm bore PVC (SWR), vent cowl including jointing with solvent cement, complete all as specified and as directed by the Engineer-in-Charge. |
| 69 | Supply and fixing 75 mm bore PVC (SWR), vent cowl including jointing with solvent cement, complete all as specified and as directed by the Engineer-in-Charge. |
| 70 | Supply and fixingwater storage tank, 500 ltr capacity, HDPE triple layer, white colour, conforming to IS, fixed and hoisted in position on staging or roof complete with locking arrangement including over flow pipe, air lock pipe, brass valve 20 mm bore,high pressure with polythene float and flynut, screwed and suitable for iron pipe 20 mm borecomplete all as specified and as directed by the Engineer-in-Charge. |
| 71 | S & F 20 mm bore Gun-metal, globe or gate valves with iron wheel head, screwed both ends for ironpipe complete all as specified and as directed by the Engineer-in-Charge. |
| 72 | M & Lproviding cement concrete 1:2:4 type B1 using 20mm graded stone aggregate as in roof kerbs, mud stops, padding on roof and finished even and fairwithout using extra cement including form work where ever required complete all as specified and as directed by the Engineer-in-Charge. |
| 73 | M & L rendering 10 mm thick onconcrete roofsurfaces in cement mortar 1:3including mixing water proofing compound @ 2% by weight of cement or as per manufacturer\"s instruction and finished fair and even without using extra cement complete all as specified and as directed by the Engineer-in-Charge. (WPC shall be measured and paid for separately) |
| 74 | S & F stack clamps out of 50 mm by 5 mm flat iron and 16mm dia round iron stays, including bolts and nuts and securing ends of stays to wall or roof for 75 mm bore pipe complete all as specified and as directed by the Engineer-in-Charge. |
| 75 | Material & Labour for providing and laying 3mm thick APP (atactic polypropylene polymer) modified prefabricated five layer weight not less than 3.60 kg /Sqm water proofing membrane black finish reinforced with non woven polyster matt and consisting of a coat bitumious primer @ 0.40 ltr /Sqm by the same membrane manufactures of density 0.87 to 0.89 kg/ltr at 25 degree centegrate temprature andviscosity 70-160 cps over the primer coat with overlap of 100mm at theside and 150mm at the end, the layer membrane shall be laid using butane gas torch and sealing all joints etc after preparing the surface complete as per standred practice as per manufacture\"s instructions . The vital physical and chemical parameters of themembrane shall be under ;- (i) Joint strength in longitudinal and transverse direction at 23 degree centegrateat 650/ 450 N /5 cms (ii) Tear strength in longitudinal and transverse direction at 300/250N/5 cms. Softing point of membrane not less then 150 degree centegrate when tested in accordance with ASTM (d-5147) (iii) The laying of membrane shall be got down through the authorised applicator of manufactures of membrane onlycomplete all as specified and as directed by the Engineer-in-Charge. |
| 76 | M & L applying a coat of solar reflective aluminium paint @ 0.11 kg per sqm on APP membrane surfaces complete all as specified and as directed by the Engineer-in-Charge. |
| 77 | M&L machine pressed rubber moulded coloured precast concrete interlocking paver block, any shape and sizeconforming to IS 15658-2006, ISI marked of 60 mm thickness, grade M-35 with grey cement andpigments over and including a layer of sand cushioning, 25 mm thickcomplete all as specified and as directed by the Engineer-in-Charge. |
| 78 | M &L 10mm thick coloured paver tiles (Endura Tiles) of size 300 x 300mm in floors etc set and jointed in neat cment slurry and pointed in white or coloured cement to match over and including 15mm thick screed bed in CM 1 :4 ,complete all as specified and as directed by the Engineer-in-Charge. |
| 79 | M & L providing cement concrete 1:2:4 Type B1 using 20mm graded crushed stone aggregate as in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, water troughs and the like including weathering, slightly rounded or chamfered angles and throating complete all as specified and as directed by the Engineer-in-Charge. |
| 80 | M & L PCC 1:2:4 Type B2 using 40mm graded crushed stone aggregate as in foundations, filling and mass concrete complete all as specified and as directed by the Engineer-in-Charge. |
| 81 | M&Lbrick work with sub class \"B\" old size bricks straight or curved on plan exceeding 6 metre mean radius built in cement mortar 1:4 complete all as specified and as directed by the Engineer-in-Charge. |
| 82 | S & F 150mm bore PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches or in floorcomplete all as specified and as directed by the Engineer-in-Charge. |
| 83 | M & L rendering 15 mm thick on brick work or concrete wall surfaces of manholein cement mortar 1:4 and finishedeven and smoothwithout using extra cement complete all as specified and as directed by the Engineer-in-Charge. |
| 84 | M & LprovidingPCC precast 1:2:4 type B1 using 20mm gradedcrushed stone aggregate as in landings, precast cover slabs (for manholes etc.) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces including chamfers, weathering, throating etc and setting CM 1:4 complete with joints to match, complete all as specified and as directed by the Engineer-in-Charge. |
| 85 | M & Lconcrete bed to drain pipes of 150mm bore, including packing under and haunching against the sides of pipes after they are laid and tested in cement concrete 1:3:6 type C-2 using 40mm graded crushed stone aggregate complete all as specified and as directed by the Engineer-in-Charge |
| 86 | Cutting into existing manholes for connecting new drains, and making good to pipe and rendering, cutting out existing benching for and forming branch channel( 1/2 round or 3/4 section ) in cement concrete 1:2:4 type B-1 (using 20mm size crushed stone aggregate) smooth finished and reforming benching as required of pipe 150 mm dia, complete all as specified and as directed by the Engineer-in-Charge. |
| 87 | M & L for construction of 20 users septic tank including inlet chamberin any type of soil complete all specified and shown on drg No. STD-1320 (C) sheet 1/3 to 3/3 dated 25 Jun 2018 including removal of surplus soil to a distance not exceeding 100mtr and other necessary work to make functional complete all as specified and as directed by the Engineer-in-Charge. |
| 88 | M & L for construction of sokage well havinginternal diametre 1.20 metre and depth 3.00 metre from ground levelin any type of soil complete all specified and shown on drg No. STD-1173 (C) sheet 1R/2dated 25 Jun 2018 including removal of surplus soil to a distance not exceeding 100mtr and other necessary work to make functional complete all as specified and as directed by the Engineer-in-Charge. |
| 89 | Excavating in post holes (or similar holes) in soft/loosesoil each not exceeding 0.5 Cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm thick,watering and removing surplus soil to a distance not exceeding 50m and making good surface complete all as specified and as directed by the Engineer-in-Charge. |
| 90 | M & LPCC 1:3:6 Type C2 using 40mm graded crushed stone aggregate as in foundations, filling and mass concrete complete all as specified and as directed by the Engineer-in-Charge. |
| 91 | M & L mild steel work in hand rails, half round or other stock section or core for wooden handrail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embedding in concrete and screwing etc. wind ties for roof including securing bolts, 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.) including all necessary drilling, bolting or riveting, etc, and similar work conforming to Fe 410-W (Gde E-250) quality \"A\"complete all as specified and as directed by the Engineer-in-Charge. |
| 92 | Fixing only chain link fencing including line wires, any mesh, size and typeto any type of standards, rails, straining bolts, etc. including provision of binding wire complete all as specified and as directed by the Engineer-in-Charge. |
| 93 | Supply only chain link fencing made from 3mm to 4mm dia mild steel galvanised wire having mesh size 100mm x 100mmas directed complete all as specified and as directed by the Engineer-in-Charge. |
| 94 | M&Lmild steel round bars 10mm dia ,cut to length, bent to shape, hooking endsfor tying chain link fencingcomplete all as specified and as directed by the Engineer-in-Charge. |
| 95 | Supply and fixing galvanized, 2 strand, steel barbed wire 2.24mm diabarbed with 2mm dia barbs at 75mm spacings and straining and fixingto any type of standard rails straining bolts, including, securing or tying at crossings with and provision of galvanized mild steel wire, staples or steel pins, etc. as directed (each line wire to be measured) complete all as specified and as directed by the Engineer-in-Charge. |
| 96 | S&F 610 mm dia punched type concertina coil (PTTC) made from high tensile spring steel, hot dipped galvanised with zick coating minimum 230 gram per sqmhaving 50/51 turns and stretch length 7-8 metre per coil complete all as specified and as directed by the Engineer-in-Charge. |
| 97 | Mild steel screw bolts (machine made) of 10 mm dia, with hexagonal or square heads at one end and screwed the other endto be fitted with washers and one hexagonal or square nut, length of bolt exc 5 cm but n exc 10 cm long complete all as specified and as directed by the Engineer-in-Charge. |
| 98 | M&L for rolled mild steel framed work as in chowkats ofdoor or gates of angle or other section with gusset plates, rails braces etc. complete. drilled for fixing for steel sheeting or other covering doors, etc to be prepared for hanging or sliding with and including either hooks and hinges and hanging ,door fitting (exclusive of steel sheeting or other covering, running rails and guides) also fastening and fixingconforming to Fe-410-W (Grade E-250) quality \"A\" complete all as specified and as directed by the Engineer-in-Charge. |
| 99 | M&Lpreparation of new steelsurfacesof any description, not otherwise described, over10 cm width or girth and applying two coats of synthetic enamel paint over a coat of pink primer complete all as specified and as directed by the Engineer-in-Charge. |
| 100 | M & L galvanised iron tubing 40 mm bore medium grade with all fittings and fixed complete to walls and ceilings or laid in floorscomplete all as specified and as directed by the Engineer-in-Charge. |
| 101 | Schedule \"A\" Part-II (E/M itmes)Material and labour for point wiring with 1.50 Sqmm single core PVC insulated , unsheathed cable FRLS-H, 1100 volt grade with multi stranded copper conductor drawn through and incuding medium grade, ISI marked, PVC conduit not less than 20 mm dia with accessories, concealed on wall surfaces andon ceiling surfacesand incuding provision of 1.50 Sqmm single core PVC insulated , unsheathed cable FRLS-H, 1100 volt grade with multi stranded copper conductorgreen colour as earth continuity conductor and connected to common earth dolly with suitable size of lugs, including mild steel sunken box or pressed steel terminal boxes modular type of size/modules as required at site with earth dolly(boxesshall be galvanised or painted with two coats of anti corrosive paint over a coat of red oxide primer bothinternally and externally) including provision of new covered plate over sunken box for housing themodular switches , modular socket outlets,modularfan regulators etc.for one light/fan/exhaust fan point controlledby one way switch,complete all as specified and as directedby Engineer-in-Charge. Note :-a) .All chases will be cut by chase cutter only b) Switch, socket outlet and fan regulators to be measured and paid forseparately . |
| 102 | Description same allas per item No. 101 but for One 3 pin 5 Amps socket outlet controlled by one switch on same board,complete all as specified and as directedby Engineer-in-Charge. |
| 103 | Description same all as per item No.101but for One 3 pin, 5 Amps, socket outlet controlled by one switch on independent board,complete all as specified and as directedby Engineer-in-Charge. |
| 104 | Description same all as per srl item No 101 here-in-before but for one socket outlet 15 Amp with 2.50 sq mm PVC insulated, unsheathedcable FRLS-H, 1100 volt grade ISI marked with multi stranded copper conductor along with 2.50 sqmm PVC insulated , unsheathed cable green colour FRLS-H, 1100 volt grade ISI marked with multi stranded copperwire as earth continuity conductor connected to common earth dolly complete all as specified and as directed by the Engineer-in-Charge. |
| 105 | Supply and fix modular switch 1 module, single pole, one way 6 Amps flush type, 230 voltscomplete all as specified and as directedby Engineer-in-Charge. |
| 106 | Supply and fix modular switch 1 module, single pole, one way 16 Amps flush type, 230 voltscomplete all as specified and as directedby Engineer-in-Charge. |
| 107 | Supply& fixmodular socket outlet2/3 pin combined,6 Amp, one way, two module, 230 voltscomplete all as specified and as directedby Engineer-in-Charge. |
| 108 | Supply& fixmodular socket outlet3/3 pin combined, (6pin), 6/16 Amp, one way, two module, 230 voltscomplete all as specified and as directedby Engineer-in-Charge. |
| 109 | Supply and fix ceiling rose surface type 2/3 terminalpolycarbonate, isolated body complete all as specified and as directed by the Engineer-in-Charge. |
| 110 | Supply and fixing lamp holder, PVC/polycarbonate type with back plate suitable for batten fittings, complete all as specified and as directedby Engineer-in-Charge. |
| 111 | S&F LED lamp 9 wattthreaded/pin end, warm/cool lamp type as per site requirement suitable for fixing on existing batten/angular holderscomplete complete all as specified and as directed by the Engineer-in-Charge. |
| 112 | S&F single pole and neutral enclosure with a two pin and earth plug and socket 20 Amp complete with and including one single pole MCB.20 Amp, 10 KA \"C\" curve complete all as specified and as directed by the Engr-in-charge. |
| 113 | Supply and fix MCB SP, 6-40 Amps, 240 volt,10 KA ,\"C\" curvecomplete all as specified and as directed by the Engineer-in-Charge. |
| 114 | Supply and fix MCB SPN, 40 to 63 Amps, 240 volt,10 KA ,\"C\" curvecomplete all as specified and as directed by the Engineer-in-Charge. |
| 115 | Supply and fix sheet metal MCB DB SPN 8 way with 200 Amps rated bus bar single pole and neutral with acrylic double door IP-43 fixed on wall duly grouted in solid block wall or on wooden board in and including copper lugs/thimbles duly crimped for connection, including making smooth the disturbed surfaces complete all as specified and as directed by the Engr-in-charge. |
| 116 | Supply and fixing indoor decorative surface mountingLED tube light fitting boxtype18/20 watt withelectronic driver, opal diffuser, high efficient PVChousing body suitable for LED tube,AC 220-240 volts, 50 Hz and including 18/20 Watt LED tube rod luminaries environment friendly, high efficient, T8 with aluminium extrusion heat sinkconnecting with copper conductor flexible cablefrom ceiling rose to connector of the light complete all as specified and as directedby Engineer-in-Charge. |
| 117 | S&FLED Bldg Security Light Fittings of capacity 40 -45 watt made up of die castaluminiumhousing with black epoxy powder coating with electronic driver, cover heat resistance glass safety input voltage range 170 to 270 volts, industrial model with IP-65 protection and other connected accessories including service bracket of MS pipe 32 mm bore medium grade of length 0.90 mtr with MS clamps, bolts, nuts, and washers and suitable reducer for connecting fitting to MS pipe as required at site and two coats ofsynthetic enamel paintoverone coat of red oxide primer on mild steel work and making electrical connection,complete all as specified and as directed by the Engineer-in-Charge. |
| 118 | Supply and fixingLED surface mounted bulk head luminaries 8-10 watt with min 800 lumen, industrial model, IP 65, auminum housing, surge protection including driver & LED lampetc complete with all accessories, connecting with copper conductor flexible cablefrom ceiling rose to connector of the light complete all as specified and as directed by the Engineer-in-Charge. |
| 119 | Supply and fixing of heavy duty exhaust fan 300mm sweep with corrosion resistant metallic body, minimum noise, operation and maintenance free design, totally enclosed, highly efficient, heavy duty motor with pressure die cast aluminium rotor mounted on two ball bearings, aerodynamically contoured blades, metallic base framewith rubbermountings for silent operation, maximum watt input not more than 55 watt, 1320 RPM,metal blades and shutter type louvers self-openable/ closeble for protecting the entrance of birds and testing complete all as specified and as directedby Engineer-in-Charge. |
| 120 | Material & labourfor earthing complete with galvanised steel earth plate electrode 600x600x6 mm thick buried directly in ground (earth pit not less than 2.25m deep below the ground level) with top edge of the plate not less than 1.5mtr below the normal ground level connected to galvanised earthwire 4mm dia by means of bolts, nuts, check nuts and washers of galvanised iron.Earth wire protected by GI pipe 15mm bore(medium grade) and connected to earthing test pointas directed and as specified and shown in electrical plate No. 3 of SSR Part I (2009) including necessary concrete pit in PCC (1:3:6) type C1, pre-cast RCC (1:2:4) type B1 cover slab 40 cm x 40cm x 5cm reinforced with 8mm dia TMT bars @ 15cm c/cboth ways with one handle for liftingmade out of 8mm dia bar, funnel, wire mesh, 20mm dia GI pipe medium grade for watering, charcoal or coke and salt in alternate layers including necessary excavation and earth work in any type of soil and testing complete all as directed by Engineer-in-Charge. |
| 121 | Supply and laying XLPE insulated, armoured heavy duty electric cable 16 sqmmcross sectional area, 2 corewith aluminium conductor, 1100 volts gradecomplete all as specified and as directedby Engineer-in-Charge. |
| 122 | Supply and laying XLPE insulated, armoured heavy duty electric cable 10 sqmmcross sectional area, 2 corewith aluminium conductor, 1100 volts gradecomplete all as specified and as directedby Engineer-in-Charge. |
| 123 | Excavation in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for laying of cables, GI pipes and getting out in soft/ loose soil complete all as specified and as directedby Engineer-in-Charge. |
| 124 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and as directedby Engineer-in-Charge. |
| 125 | Removing excavated materialto a distance n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and as directedby Engineer-in-Charge. |
| 126 | M&L drysand cushoning to cable i.e 8 cm before laying cable in trenches and 15 cm after laying the cable and compactingcomplete all as specified and as directedby Engineer-in-Charge. Note: punned thickness shall be measured for payment. |
| 127 | Supply and laying well burnt brick class-B laid flat to cover the cable width equal to the length of cable and abutting each other for protection of cablecomplete all as specified and as directedby Engineer-in-Charge. |
| 128 | S&Flight grade GI Tubing of size 40mm dia for cable protection and fixed with clamp to pole and wall with nut, bolts, washers complete all as specified and as directedby Engineer-in-Charge |
| 129 | M & L galvanised iron tubing 20 mm bore medium grade with all fittings and laid in trenchescomplete all as specified and as directed by the Engineer-in-Charge. |
| 130 | M & L galvanised iron tubing 25 mm bore medium grade with all fittings and laid in trenchescomplete all as specified and as directed by the Engineer-in-Charge. |
| 131 | S & F 20 mm bore Gun-metal, globe or gate valves with iron wheel head, screwed both ends for ironpipe complete all as specified and as directed by the Engineer-in-Charge. |
| 132 | S & F 25 mm bore Gun-metal, globe or gate valves with iron wheel head, screwed both ends for ironpipe complete all as specified and as directed by the Engineer-in-Charge. |
| 133 | M & L cutting existing pipe line in position of 80/50/40mm bore for taking connection, inserting and including new GITee of suitable size complete all as specified and as directed by the Engineer-in-Charge. |
