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| 1 | Demolition of brick workbuilt in cement mortar includingall quoins, arches , pillars etc but excluding precast concrete articles, complete all as specified and directed by Engineer-in-Charge. |
| 2 | M & L, Brick work with sub class \"B\" bricks, straight or curved on plannotexc 6 m mean radius built in cement mortar 1:6, complete all as specified anddirected by Engineer-in-Charge. |
| 3 | Dismantling floor, hearth or wall tilling including cement mortar bedding (but not backing ),and removing rubbish off the premises , complete all as specified and directed by Engineer-in-Charge |
| 4 | M&L forglazed ceramic colouredtiles of(450x300mm) x 7mm thick, laid on vertical surfaces such as skirting, dados and risers to steps etc laid over and including10mm thick cement plaster in CM (1:4) set and jointed in neat cement paste ofhoney like consistancy and pointed in white or coloured cement to match the shadeof tiles ,complete all as specified and directed by Engineer-in-Charge. |
| 5 | M&L for Non skid ceramic coloured tiles, 7 to 8 mm thick (square/ rectangular) area of each tile exceeding 0.06 Sq.m but not exceeding 0.11 Sq.m, laid in floors with neat cement slurry @ 3.00 kg/Square Metre over and including 15 mm thick screed bed of cement mortar (1:6) including pointing in white cement with pigment to match the shade of tiles complete all as specified and directed by Engineer-in-Charge. |
| 6 | Taking down cement plaster on brick walls & concrete surfaces & the like including raking out joints, hacking for key, scrubbing down with water etc., any description, including removal of rubbish outside MoD land ,complete all as specified and directed by Engineer-in-Charge. |
| 7 | M&L for rendering 12 mm thick cement plaster in cement mortar (1:6) on fair faces of brick works or concrete surfaces , finished even and smoothwithout using extra cement , complete all as specified and directed byEngineer-in-Charge. |
| 8 | M&L for rendering 5 mm thick on RCC ceiling surfaces in cement mortar 1:3 and finished even and smooth without using extra cement , complete all as specified anddirected by Engineer-in-Charge. |
| 9 | M&L for rendering 15 mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:4 mixed with water proofing compound @ 3 % by weight of cement, , finished even and smooth without using extra cement, complete all as specified and directed by Engineer-in-Charge. Note - WPC shall be measured & paid separately. |
| 10 | M&L for Preparation of new plastered wall surfaces and applying two coats of cement base paint opver one coat of primer complete all as specified and directed byEngineer-in-Charge. |
| 11 | M&L for Preparation of new plastered or un plastered wall surfaces of any description and applying two coats of oil bound distemper over a coat of Chalk whitening, complete all as specified and directed byEngineer-in-Charge |
| 12 | M&L for Preparation of new surfaces of ceiling,chajja etc, including brooming down or steel wire brushing; scrapping downsmoke soot, moulds, moss and efflorescent salts and trading oil and greasy spots etc. and applying three coats of white wash, complete all as specified and directed byEngineer -in-Charge. |
| 13 | Demolition of cement concrete (unreinforced) in ground floors and paving not exc. 15 cm thickness (below or above ground level), including removal of rubbish outside MoD land, complete all as specified and directed byEngineer-in-Charge. |
| 14 | M&L for plain cement concrete type B-1(1:2:4) using 20 mm graded stone aggregates as bed block ,coping , cills, steps etc , complete all as specified and directed by Engineer-in-Charge. |
| 15 | Taking up or down 15 mm bore steel tubing with connections or fittings from wall, ceiling and floor etc., including cutting/chasing in wall/floor and removal from site, complete all as specified and directed byEngineer-in-Charge. |
| 16 | S&F 20 mm bore ,CPVCmedium grade pipe with all fittings(like Elbow , Tee, Socket, Gi pipe connecter, nipples, tank adaptor etc) and fixed complete to walls and ceilings or laid in floors or concealed, complete all as specified and directed by Engineer-in-Charge. |
| 17 | Taking down chowkhats or frames not exceeding1.5 Sqm each with shutter (without taking off shutters) complete all as specified and directed by Engineer-in-Charge. |
| 18 | Taking down chowkhats or frames exceeding 1.5 Sqm but not exceeding 4 Sqm each with shutter (without taking off shutters) complete all as specified and directed by Engineer-in-Charge. |
| 19 | Taking down shutters of any description exceeding 1 Sq. m but not exceeding 2 Sq. m each, from chowkhat, complete all as specified and directed by the Engineer-in- Charge. |
| 20 | S&F, Factory made, 30 mm thick, Flush shutters, solid core construction, with block board core and plywood face panels, commertial type on both sides, fitted to chowkhats of 2nd class hard wood (hollock) , complete all as specified and directed by Engineer-in-charge. |
| 21 | M&L for factory made 35 mm thick 2nd class hardwood (Hollock) skeleton shutters, open rebated and prepared to receive wire cloth, glass etc. divided into squares, with plain, chamfered or rounded, mitred and rebated sash bars, any numbers, edges of framing plain, chamfered or rounded, fitted with cut and mitred beads for securing glass, wire cloth etc., sizes of members of shutters as specified in SSR Part-I section 8 clause 8.24(a), complete all as specified and directed by the Enginee- in- Charge. |
| 22 | M&L, Mild steel framed work such as in doors/chowkhats or gates of angle or other section with gusset plates, rail, braces etc. complete drilled for fixing of steel sheeting or other covering. Doors etc. to be prepared for hanging or sliding with including either hooks and hinges or steel hanging door fittings (exclusive of steek sheeting or other covering, running rails and guides) and hanging, also fastening & fixing and similar work conforming to Fe-290 grade E-165 , complete all as specified and directed by Engineer-in-Charge |
| 23 | S&F, Aluminium handles ,plate cast type anodised of 150 mm size, complete all as specified and directed by Engineer-in-Charge. |
| 24 | S&F, Aluminum anodizes barrel tower bolts of extuded section and fixed of 200 mm size, complete all as specified and directed by Engineer-in-Charge |
| 25 | S&F, Butt hinges medium weight cold rolled steel of 100 mm size and fixed ,complete all as specified and directed byEngineer-in-Charge. |
| 26 | S&F, Aluminum alloy, anodized, 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 aluminum alloy and fixed length of bolt 250 mm, bolts not less than 16mm dia with and including a minimum of 6 bolts not,four on bolt plate and two on staple plate complete (ISI marked ) , complete all as specified and directed by Engineer-in-Charge |
| 27 | S&F Stainless steel wire cloth, 0.36 mm nominal dia of wire and average width of aperture 1.40mm and fixed in wooden/steel/ Aluminium windows, or Stainless steel wire staples complete all as specified and directed by Engineer-in-Charge. |
| 28 | M&L for Preparing new or previously untreated steel surfaces of any description, over 10cm in width or girth and applying two coats of synthetic enamel paint over one coat of red oxide primer complete all as specified and directed by Engineer-in-Charge. |
| 29 | M&L for Preparation of new wooden surfaces of any description, exceeding 10 cm width or girth of any description and applying two coats of synthetic enamel paint over one coat of pink primer , complete all as specified and directed by Engineer-in-Charge |
| 30 | S&F in repair for rotational moulded polyetheylene water storage tanks (cylindrical vertical with closed top) of 500 ltr capacity, hoisted and fixed in any position incl 20mm dia ball float valve with aluminium fiting including GI nipple any fitting dismantling exising water tank complete all as specified and directed by Engineer-in-Charge. |
| 31 | Dismatling of Wallandceilingboards(fibre, pulp, insulation, etc.) orinsulationboards/slabs/ blankets, any thickness, including cover fillets complete all as specified and directed by Engineer-in-Charge. |
| 32 | M&L for Providing & fixing false ceiling at all heights with GRG (Glass Fibre With Reinforced Gypsum) false ceiling tiles of perforated Size 595 x 595 mm of approved texture,design and patterns having moisturecontent less than 2%, humidity resistance of 99%, NRC0.50 to 0.75 as per IS 8225:1987, Noncombustible as per BS476 (part 4 )-1970 and light reflectance of 85% (minimum) to be laid in true horizontal level suspended on interlocking metal T-Grid of hot dipped galvanized iron section of 0.33mm thick (galvanized @ 120 grams per sqm including both sides) comprising of main T runners of size 15 x 32 mm of length 3000mm,cross-T of size 15x 32mm of length 1200mm and secondary intermediate cross-T of size 15 x 32 mm of length 600mm to form grid module of s1ze 600x 600mm, suspended from ceiling using galvanized mild steel items (galvanizing @ 80 grams per sqm) i.e 50mm long, 8mm outer diameter M-6 dash fasteners, 6mm dia fully threaded hanger rod upto 1 OOOmm length and L shape level adjuster of size 85x25x2mm. Galvanised iron perimeter wall angle of size 24x 24x0.40mm of length 3000 mm to be fixed on periphery wall I partition with the help of plastic rawl plugs at 450 tiles fully mm center to center and 40mm long dry wall wood screws. (WITH SEMI PERFORATED 12MM THICK MICRO TEGULAR EDGED GRG FALSE CEILING TILES)The work shall be carried out as per specifications, drawing and complete all as specified and directed by Engineer-in-Charge. |
| 33 | S&F 25mm thick lnsulated PVC Wall Liningconsisting of PVC Insulated Panels havingexpanded polystyrene (EPS)stuck to 2mm thick plaincolour PVC sheet duly fitted into the wall as per specifications and drawing complete all as specified and directed by Engineer-in-Charge. |
| 34 | M&L for 5mm thick PVC sheet fillet of width 35mm for wall paneling inclusive of fixing on to wall to make PVC Frame as per specification and drawing complete all as specified and directed by Engineer-in-Charge. |
| 35 | S&F in repair aluminium(Die cast)body Door closer hydrau licallyregulated, designationNo. 2, universal type, suitable for door shutters of 701 to 850 mm in width and of weight between 36 to 60 kg and fixed complete all as specified and directed by Engineer-in-Charge. |
| 36 | S&F anodised aluminium frame for doors, windows, ventilators with one or more rebates including joining cleat for fixing etc. complete all as specified and directed by Engineer-in-Charge. |
| 37 | S&F anodised aluminium door shutters, aluminium section weighing 0.55 kg/ m including necessary joining cleats, glazing clips, rubber neoprene packing, handles 2 Nos in each door, hinges, anodised aluminum snap beading screws etc complete all as specified and directed by Engineer-in-Charge. |
| 38 | S&F anodised aluminium window and ventilator shutters, side hung type without sash bars, aluminium sections weighing 0.55 kg/m including necessary joining cleats, glazing clips, rubber packing, anodised aluminium snap beading, screws, anodised aluminium fittings such as peg stays 150mm long (1 no.). hinges type B-21 100mm long (2 no.) suitable handle (1 no.) complete all as specified and directed by Engineer-in-Charge. |
| 39 | S&F 4.0 mm thick Sheet glass, ordinary quality and glazing in square areanot exceeding 0.5 sq. m in each pane for aluminium door /window shutter complete all as specified and directed by Engineer-in-Charge. |
| 40 | S&F 4.8mm thick Sheet glass, ordinary quality and glazing in square area exceeding 0.5 sq. m in each pane for aluminium door /window shutter complete all as specified and directed by Engineer-in-Charge. |
| 41 | S&F 12 mm thick Pre laminated exterior grade both side laminated board decorative choice lamination fixed with screws to timber frame work /aluminium frame complete all as specified and directed by Engineer-in-Charge. |
| 42 | M&L for cleaning and removing all scale and dirt, etc. using jute brush from inside & outside of 250 litre to 500 litre capacity PVC water tanks and from mouths of connected pipes, removing the scale and dirt etc. to a distanceof not exceeding 500 metre, washing the tanks with water, cleaning the connecting pipes with bleaching powdersolution and finally applying 2% potassium permanganate solution for disinfection, marking with white paint on tank ‘Date of cleaning the tank ’, complete all as specified and directed byEngineer-in-Charge. |
| 43 | S&F PVCtank lid (cover) suitable for 500/1000 litres capacity water tank with hinged and hooked fixing by steel screw for existing PVC water tank on buildings, fixed in repair, complete all as directed by Engineer-in-Charge |
| 44 | S&F Ball valve, high pressure with PTMT with epoxy coated aluminium rod and hidhg density plastic ball screwed for iron pipe or fixed of size 20 mm bore, fixedin repair. (Min Wt 20mm - 210 gms) complete all as specified and directed by Engineer-in-Charge. |
| 45 | S&F, Plastic water closet seat white closed pattern with flat bottom and over and mild steel chromium plated or aluminized hinging device , fixed as in repairs complete all as specified and directed by Engineer-in-Charge. |
| 46 | S&F in repair , Stainless steel wire cloth, 0.36 mm nominal dia of wire and average width of aperture 1.40mm and fixed in wooden/steel/ Aluminium windows, or Stainless steel wire staples complete all as specified and directed by Engineer-in-Charge. |
| 47 | Supply only water proofing compound complete all as specified and directed by Engineer-in-Charge. |
| 48 | Taking down existing water proofing treament any nos of layers and of any description, incl.demolition and taking off PCC padding/plaster on RCC slab,also including removing of bitumen coating to show the concrete surfaceto its true colour and roughening etc and also removing the debris outside the MOD land complete all as specified and directed by Engineer-in-Charge |
| 49 | Taking down existing mud puska or lime concrete or brick bats any nos of layers and of any description, including removing of the debris outside the MOD Land, complete all as specified and directed by Engineer-in-Charge. |
| 50 | M&L for Cutting out cracks to V-section in existing roofs or terracing, cleaning out, wetting, grouting with cement and sand slurry 1:3 including macthing existing surfaces complete all as specified and directed by Engineer-in-Charge. |
| 51 | M&L Cement concrete type B-0, 1:2:4 (12.5 mm graded stone aggregate) on roof paddingavg. thickness of 40 mmin slope finished even and fair complete all as specified and directed by Engineer-in-Charge. |
| 52 | M & L for15 mm thick Screed bed in cement mortar 1:3 mixed with integral water proofing compound as per manufacturers instrustruction complete all as specified and directed by Engineer-in-Charge. (Note: Water proofing compound measured sesperatly. |
| 53 | M & L for laying APP modified membarane with non woven polyester reinforcement mat (concrete core) not less than 3 mm thick & not less than 3.5 kg /sqm, the over the lap otching shall be 100 mm on length side & 100 mm on widthe sideover a tack coat of Industrial bitumen of 1.20 kg / Sqm over Bituminious based primer IS No. 3383@ 250 gms/sqm including apply of Aluminium colour synthetic enamel paint @ 200 gms/sqm all as per manufacture\"s instructioncomplete all as specified and directed by Engineer-in-Charge. |
| 54 | M&L for Butt hinges medium Stainless steel of 75 mm size and fixed complete all as specified and directed by Engineer-in-Charge. |
| 55 | S&F Factory Made Solid PVC Moulded Door Shutter with wood free EPS, 28 to 30mm thick (stiles), with 2, 4, or 6 raised panel design with2mm thick 3D wood grained printedcolour Moulded PVC Sheet Polyurethane painted on the front face & 2mm Plain colour PVC Sheet on back face, supplying & fixing in frame at site as per specification &drawing complete all as specified and directed by Engineer-in-Charge. |
| 56 | S&F, Solid PVC frame (Single Rebated) of size 60mm x 30mm made out of solid PVC foam with homogenous fine cellular structure having smooth outer integral skin with suitable metal stiffner and fixed with 100 x 8 sheet metal CSK screws complete all as specified and as shown on drawing. (Note:- Door frame shall be water proof, termite proof, elegant and should have excellent screws holding strength to fix hinges and holddoors properly for a long life) complete all as specified and directed by Engineer-in-Charge. |
| 57 | Dismantling of stone slabs & pavers blocks/tiles of any description or thickness in floors, aprons etc. laid bedded and pointed in any mortar, complete all as specified and directed by Engineer-in-Charge. |
| 58 | M&L for Granite 20 mm thick (of any type ) (table runned and polished ) in floors steps , jamns, pillars,window-cills,cooking plateforms and vertical surfaces bedded and jointed with grey cement slurry and pointing in white ciment (1:2) using marble dust with admixture of pigment to match with shade of granite complete all as specified and directed by Engineer-in-Charge. |
| 59 | S&F in repair PVC door seal / snake guard including accessoriesitems nails screw etc complete all as specified and directed by Engineer-in-Charge. |
| 60 | M&L for Welding in repairs n.exc.6mm thick of metal to be welded n.exc 2.5 cm in length complete all as specified and directed by Engineer-in-Charge. |
| 61 | Cleaning /removal of blockage 150 mm bore SWG pipes of depth not exc 1.50 mtr with mechnical processincl removing RCC man hole coversand refixing the same as before complete all as specified and directed by Engineer-in-Charge. |
| 62 | Cleaning /removal of blockage 150 mm bore SWG pipes of depthexc 1.50 mtr but not exc 3.00 mtr withmechnical process incl removing RCC man hole coversand refixing the same as before complete all as specified and directed by Engineer-in-Charge. |
| 63 | Cleaning /removal of blockage 300 mm bore SWG pipes of depthexc 1.50 mtr but not exc 3.00 mtr withmechnical processincl removing RCC man hole covers of any size, and refixing the same as before complete all as specified and directed by Engineer-in-Charge. |
| 64 | Dewatering/desilting of existing manholes of any size depth and removing of all solid/semi-solid matter of silt residue both organic or inorganic in nature (mechanical system or using suction pump where ever required up to any depth )and incl removing RCC manhole Covers and refixing the same after making the manhole fully functional, complete all as specified and directed by Engineer-in-Charge. |
| 65 | Dewatering/desilting for the septic tank of any capacity exc1.50 m and n.exc 4.5 m deepsolid/semi-solid matter of silt residue both organic or inorganic in nature ( mechanical system or using suction pump where ever required up to any depth by working under foul conditions and disposal of the same in out of MoD area, complete all as directed by Engineer-in-charge.Note for Item: The Septic tank shall be measured more than one time as per requirment and directed by Egnr-in-Charge. |
| 66 | Excavation in trenches n exc 1.5m wide and n exc 1.5m deep and getting out in soft or loose soil for shafts, wells,drains, manholes etc n exc 10Sqm on plan for sewage line & foundation etc complete all as specified and directed by Engineer-in-Charge. |
| 67 | All as per item No 66 above but exceeding 1.5 M depth and not exceeding 3 M for foundation, etc., and getting out in Soft/ Loose soil. |
| 68 | All as per item No 66 but exceeding 3.0 M depth and not exceeding 4.50M for foundation, etc., and getting out in Soft/ Loose soil. |
| 69 | Demolition and breaking up drain pipes 100mm dia ( Salt Glazed ware, AC or reinforced concrete) set in cement mortar including PCC bed and haunching and removal of debris outside the MD land complete all as specified and directed by Engineer-in-Charge. |
| 70 | Demoltion and breaking up existing sewag(SWR/ AC pipes and the like, 150mm bore set in cement mortar and removing demolished material to a distance exc 50m and n exc 100m complete all as specified and directed by Engineer-in-Charge. |
| 71 | Demoltion and breaking up existing sewage (SGSW / AC pipes and the like, 200mm bore set in cement mortar and removing demolished material to a distance exc 50m and n exc 100m complete all as specified and directed by Engineer-in-Charge. |
| 72 | S&F 110 mmPVC (SWR ) , pipes single socketd , in any lengthwith rubber ring joints , laid in trenches or in floorcomplete all as specified and directed by Engineer-in-Charge. |
| 73 | S & F RCC Class NP 3, 150 mm bore pipes laid and jointed complete with collars complete all as specified and directed by Engineer-in-Charge. |
| 74 | S & F RCC Class NP 3, 200 mm bore pipes laid and jointed complete with collars complete all as specified and directed by Engineer-in-Charge. |
| 75 | M & L for PCC 1:3:6 type C2 (using 40 mm graded granite stone aggregate) in concrete bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested for pipes of 100 mm bore complete all as specified and directed by Engineer-in-Charge. |
| 76 | M & L for PCC 1:3:6 type C2 (using 40 mm graded granite stone aggregate) in concrete bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested for pipes of 150 mm bore complete all as specified and directed by Engineer-in-Charge. |
| 77 | M & L for PCC 1:3:6 type C2 (using 40 mm graded granite stone aggregate) in concrete bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested for pipes of 200 mm bore complete all as specified and directed by Engineer-in-Charge. |
| 78 | Returning, filling in soil including spreading, levelling, watering and well ramming in layers n.exc. 25cm complete all as specified and directed by Engineer-in-Charge. |
| 79 | Removing Excavated soils not exc 50 Mand depositing where directed at a level not exc1.5 M above the starting point complete all as specified and directed by Engineer-in-Charge. |
| 80 | Cutting into existing manholes for connecting new drains making good to pipe and rendering cutting out existing benching for and forming branch channel (1/2 round or 3/4 round section) in cement concrete 1:2:4 type B1, smooth finished and reforming benching as required, 100mm dia pipe complete all as specified and directed by Engineer-in-Charge. |
| 81 | Cutting into existing manholes for connecting new drains making good to pipe and rendering cutting out existing benching for and forming branch channel (1/2 round or 3/4 round section) in cement concrete 1:2:4 type B1, smooth finished and reforming benching as required, 150mm dia pipe complete all as specified and directed by Engineer-in-Charge. |
| 82 | Cutting into existing manholes for connecting new drains making good to pipe and rendering cutting out existing benching for and forming branch channel (1/2 round or 3/4 round section) in cement concrete 1:2:4 type B1, smooth finished and reforming benching as required, 200mm dia pipe complete all as specified and directed by Engineer-in-Charge. |
| 83 | M&L for salt glazed stoneware gully trap, square or round moulded type \"P\", 150x150mm size complete all as specified and directed by Engineer-in-Charge. |
| 84 | M&L for cement concrete 1:3:6 type C2 (using 20 mm gradedstone aggregate) as in surface channels, drains and bed of manholecomplete all as specified and directed by Engineer-in-Charge. |
| 85 | 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 complete all as specified and directed by Engineer-in-Charge. |
| 86 | M & L for cement concrete 1:4:8 type D-2 using 40mm graded stone aggregate as in foundation filling, and mass concrete complete all as specified and directed by Engineer-in-Charge. |
| 87 | M&L for loose filling with broken bricks aggregate of gauge 80 to 150mm in soakage pits, soakage wells complete all as specified and directed by Engineer-in-Charge. |
| 88 | M&L for loose filling with broken bricks aggregate of gauge 40 to 80mm in soakage pits, soakage wells complete all as specified and directed by Engineer-in-Charge. |
| 89 | Taking down AC/Salt glazed warepipes and fittings upto 110mm complete all as specified and directed by Engineer-in-Charge. |
| 90 | S&F in repair 75 mm PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to floor complete all as specified and directed by Engineer-in-Charge. |
| 91 | S&F in repair 110mm PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to wall complete all as specified and directed by Engineer-in-Charge. |
| 92 | S&F of 110mm dia PVC (SWR) bends complete all as specified and directed by Engineer-in-Charge. |
| 93 | S&F 75mm PVC(SWR) bends any radius with access door complete all as specified and directed by Engineer-in-Charge. |
| 94 | S&F of 75 mm dia PVC (SWR) Vent cowl complete all as specified and directed by Engineer-in-Charge. |
| 95 | S&F in repairs for 100 mm bore dia pipe Stack clamps out of 50mm by 5mm flat iron & 16mm dia round iron stays, including bolts & nuts & securing ends of stay to wall or roof complete all as specified and directed by Engineer-in-Charge. |
| 96 | S&F in repairs for 75mm bore dia pipe Stack clamps out of 50mm by 5mm flat iron & 16mm dia round iron stays, including bolts & nuts & securing ends of stay to wall or roof complete all as specified and directed by Engineer-in-Charge. |
| 97 | M&L forPCC 1:4:8 type D2 using 40 mm graded stone aggregate in sub base complete all as specified and directed by Engineer-in-Charge. |
| 98 | M&L for sand cushioning for laying of inter locking tiles (paving blocks) complete all as specified and directed by Engineer-in-Charge. |
| 99 | M&L for 60mm thickmachine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 60mm tickness , M-35 grade, in floors with grey cement &pigments complete all as specified and directed by Engineer-in-Charge. |
| 100 | M&L prepolished Chequered cement concrete tiles 20cmx20cmx25 mm thick, setjointed and pointe in neat cement slurry with grey cement and pigment over and including 15mm thick screed bed in CM 1:6 complete all as specified and directed by Engineer-in-Charge. |
| 101 | M&L for PCC 1:2:4 type B1 using 20 mm graded stone aggregate as in side ofpath/ benching / coved fillets etc rounded or chamfered on edges complete all as specified and directed by Engineer-in-Charge. |
| 102 | M&L for 100mm thick PCC 1:2:4 type B1 using 20mm graded stoneaggregate as in floor topping of hard standing finished even and smoothwithout using extra cement (PCC shall be laid in alternate bays in panels of sizecomplete all as specified and directed by Engineer-in-Charge. |
| 103 | Demolition of reinforced cement concrete in roofs, floors (other than ground floors), beams, chajjas, fascias, fins and similar works complete all as specified and directed by Engineer-in-Charge. |
| 104 | M&L for reinforced cement concrete 1:2:4 type B-1 (using 20mm graded stone aggregate) as in landings, cover slabs ( for manholes etc.), shelves and similar articles with plain faces including necessary form work, set in cement mortar 1:6 completeall as specified and directed. (Reinforcement shall be measured and paid for separately under respective item of schedule \"A\") complete all as specified and directed by Engineer-in-Charge. |
| 105 | S&F TMT MS bar 10 mm dia & over, cut to length, bent to shape required, including cranking, bending, spirally for hooping for columns, hooking ends and binding with and including MS wire ( annealed) not less than 0.9 mm dia complete all as specified and directed by Engineer-in-Charge. |
| 106 | M&L for earthing complete with galvanised steel earth plate electrode 600 x 600 x 6mm thick burried directly in ground earth pit not less than 2.25 M deep below ground level with top edge of the plate not less than 1.5 M below normal ground level connected to galvanised strip of 25x4 mm by means of nuts, bolts, checknuts, washers of galvanised iron or steel all as shown in electrical plate No. 3 of SSR Part I of 2009 connected to and including earthing test pointor disconnecting / testing link including excavation/ earth work in any strata, removal of surplus earth, GI pipe for watering and funnel, GI Pipe medium grade 40mm dia for earth lead protection, PCC 1:3:6 type C1 chamber with chamber cover in RCC 1:2:4 type B1 complete all as specified and directed by Engineer-in-Charge. |
| 107 | Material and Labour for making new hole of 150 mm dia and 3.0 mtr depth or excvation of earthing size 1.5x1.5x3.5 mtr one pit and supply and filling in micronite(bentonite) base earthing enhancement micronite compound (0.001 ohms mtr conductive grounding granuals 25 kg in each pit) and copper electorode rod 17.7 mm dia and 3 mtr long as per relavent IS and to achieving the desired earth result complete all as specified and as diercted by Engr-in-Charge. (Each earth pit shall include minimum 25 kg NABL Lab certified micronite aggregate and cement 12.5 kg for filling bore hole with water mixed in 1:2 ratio (two parts of micronite aggregate compound and one part of cement), so also achieve eath resistance below 1 ohm including PVC pit box with cover shall be deemed to be inclusive in the quoted rates.In case of non achieving of desired results the same shall be re-done by the contractor on his own cost complete all as specified and directed by Engineer-in-Charge. |
| 108 | M & L for earthing complete with galvanised steel earth plate electode 600 x 600 x 6.0 mm thick burried directly in ground earth pit not less than 2.25 mtr deep below ground level connected to & including galvanised steel wire 4.0 mm diasize means of nuts and bolt check nuts and washers of galvanised rion sheet all as shown in electrical plate Nos 5 of SSR Part - I and connected to earthing test point complete including testing filling of adquate quantity of charcoal dust and common salt including refilling earth and removal of surplus soil upto 50 mtrs PCC 1:3:6 type CI chamber precast RCC cover 40 mm thick reinforced with 6 mm dia MS bar 3 Nos both way with handle made out of8 mm dia MS bar water pipe with wire mesh and connecting testing etc complete all as specified and directed. |
| 109 | Supply and fix aluminium strip 25 mm x 3 mm complete with saddles and fixing screws etc for roof conductors and down conductors above ground level including removing u/s strips complete all as specified and directed by Engineer-in-Charge. |
| 110 | Supply and fix single pointed air termination aluminium rod,12 mm dia, 300 mm long complete all as specified and directed by Engineer-in-Charge. |
| 111 | S&F porcelain strip holder on wall and roof of suitable size including removing broken u/s one complete all as specified and directed by Engineer-in-Charge. |
| 112 | Repairs to strip of any material and any size by removing from saddles/holders/wall/roof and strengening the strip and refixing complete all as specified and directed by Engineer-in-Charge. |
| 113 | M&L 32 mm GI pipe light grade of 1.3 mtr long fixing in PCC cubical and complete connection of existing air termination rod complete all as specified and directed by Engineer-in-Charge.Note : PCC shall be measured and paid separately. |
| 114 | M&L for PCC 1:3:6 type C1 (using 20 mm graded stone aggregate) as in coping and necessary form work, weathering slightly rounded or chamfered angles and throating etc complete all as specified and directed by Engineer-in-Charge. |
| 115 | M&L for Testing of exisiting earthing resistance with suitable digital Earth tester and recording the readings obtained and making the earthing good by pouring the salt water complete all as specified and directed by Engineer-in-Charge. |
| 116 | Supply and fix copper strip 20mm x 3 mm complete with insulators and fixing screws etc for roof/wall above ground level including removing u/s strips complete all as specified and directed by Engineer-in-Charge. |
| 117 | Repairs to earth chambers by demolishing unserviceable earth chambers and fixing new chambers of PCC 1:3:6 type C1 as per electrical plate no.3 of SSR part-I complete all as specified and directed by Engineer-in-Charge. |
| 118 | M&L for repairs to earth chamber cover by removing unserviceable earth chambers cover and fixing new cover complete all as specified and directed by Engineer-in-Charge. |
| 119 | Supply and fix Fluorescent LED tube light fitting 1 x 16/20W flameproof type made of Die cast aluminium alloy housing with heat resistant glass/heat resistant dome glass/extrenal reflector with CMRI certified LED FLameproof well glass luminaire for gas/vapour grtoup of IIA & IIB ans Zone 1 & IP65 protection etc. complete with all accessoriesprewired and including connecting up with three core twisted flexible copper conductor cable with suitable size complete all as specified and directed by Engineer-in-Charge. |
| 120 | Supply and fix Fluorescent LED tube light fitting 1 x 8 W flameproof type made of Die cast aluminium alloy housing with heat resistant glass/heat resistant dome glass/extrenal reflector with CMRI certified LED FLameproof well glass luminaire for gas/vapour grtoup of IIA & IIB ans Zone 1 & IP65 protection etc. complete with all accessoriesprewired and including connecting up with three core twisted flexible copper conductor cable with suitable size complete all as specified and directed by Engineer-in-Charge. |
| 121 | Supply and Fixing of Flameproof cum Waterproof LED Bulk Head light fitting of 15W, IP66 protection of Cast Aluminum alloy material and Heat and Impact resistance toughen \"A\" clear glass having Anti corrosive epoxy powder coated finish complete with all accessories pre wired and including connecting up with three core flexible copper conductor cable with suitable size complete all as specified and directed by Engineer-in-Charge. |
| 122 | Supply and fix switch flame proof rotary type with termination box in LM6, 16A, single pole 250V complete all as specified and directed by Engineer-in-Charge. |
| 123 | Suppply and fix flame proof switch socket & plug combined in LM 6 cable termination box in LM6, 16A, 250V, 2P+earth complete all as specified and directed by Engineer-in-Charge. |
| 124 | M&L for Testing of exisiting earthing resistance with suitable digital Earth tester and recording the readings obtained complete all as specified and directed by Engineer-in-Charge. |
