Provn Of Certain Lbw And Rw Work At Lgj Mil Stn Provn Of Certain Lbw And Rw Work At Lgj Mil Stn Supply Of PortionExcavation in trenches n.exc. 1.5m wide and n.exc 1.50 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n.exc. 10 Sqm on plan and n.exc 1.5 m in depth and getting out in getting out in soft/ loose soil complete all as specified and directed by Engineer-in-Charge 2 ,---ditto--- All as per serial item No 1 above but add for each additional 1.5m or part thereof in depth beyond the first 1.5m complete all as specified and directed by Engineer-in-Charge 3 M&L for PCC 1:4:8 type D2 using 40mm graded stone aggregate in foundation, filling & mass concrete complete all as specified and directed by Engineer-in-Charge 4 M&L for 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 rough finish surface of concrete flat complete all as specified and directed by Engineer-in-Charge 5 M&L for formwork to sides of pillars, columns etc; rough finish surface of concrete square, rectangular or polygonal complete all as specified and directed by Engineer-in-Charge 6 M&L for formwork to sides and soffits of floor or roof beams, beam hunchings, girders, bressummers, lintels, cantilevers, etc. also splays between floors and beams, etc. rough finish surface of concrete flat complete all as specified and directed by Engineer-in-Charge 7 M&L for formwork to chajjas, troughts and similar items including edges rough finish surface of concrete flat complete all as specified and directed by Engineer-in-Charge 8 M&L for formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work not exc 200 mm thick (horizontal or sloping) rough finish surface of concrete flat complete all as specified and directed by Engineer-in-Charge 9 M&L for fromwork to edges of concrete flats, treads breaks in floors, window cills, concrete railings, openings in concrete walls, floor and roofs n.exc 20cm wide and sides of RCC/PCC bands in walls, orizontal or sloping and similar work exc 10 cm but n.exc 20 cm wide, roughed finished surfaces of concrete all as specified and directed. 10 S&F for TMT bars 10 mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips all as specified and directed. 11 ;----- ditto------All as per item ser No 10 above here-in-before but 6 mmto 8 mm dia complete all as specified and directed by Engineer-in-Charge. 12 ;----- ditto------All as per item ser No 10 above here-in-before but 5 mm dia and over upto and including 10mm dia in stirrups, spacers and binders complete all as specified and directed by Engineer-in-Charge. 13 M&L for reinforced cement concrete (design mix) M-25 using 20mm graded stone aggregrate in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, pillers etccomplete all as specified and directed by Engineer-in-ChargeNote : Reinforcement shall be measured and paid seperately. 14 M&L for reinforced cement concrete (design mix) M-25 using 20mm graded stone aggregrate in columns, pillers etccomplete all as specified and directed by Engineer-in-ChargeNote : Reinforcement shall be measured and paid seperately. 15 M&L for reinforced cement concrete (design mix) M-25 using 20mm graded stone aggregrate in beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified and directed by Engineer-in-ChargeNote : Reinforcement shall be measured and paid seperately. 16 M&L for reinforced cement concrete (design mix) M-25 using 20mm graded stone aggregrate in Chajjas complete all as specified and directed by Engineer-in-ChargeNote : Reinforcement shall be measured and paid seperately. 17 M&L for reinforced cement concrete (design mix) M-25 using 20mm graded stone aggregrate in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like; all as specified and directed.Note : Reinforcement shall be measured and paid seperately. 18 M&L for brickwork with fly ash bricks, of old size bricks, straight or curved exc. 6 m mean radius built in CM (1:6) complete all as specified and directed by Engineer-in-Charge 19 M&L brickwork with fly ash bricks, straight or curved on plan to any radius in half brick thick walls, buit in CM (1:4) complete all as specified and directed by Engineer-in-Charge 20 M&L for 40mm thick damp proof course in cement concrete 1:2:4, type B-0, 12.5 mm graded stone aggregate with WPC to horizontal or vertical surfaces including necessary formwork complete all as specfied and directed by Engr-in-Charge. Note :-Approved water proofing compound shall be measured and paid separately as supply only. 21 Returning, filling in, including spreading levelling including watering & well ramming in layers n. exc 25 cm all complete as specified in soil complete all as specified and directed by Engineer-in-Charge 22 Spreading and levelling in layers n.exc 25cm thick and well ramming including watering as required under floors; all as directed. (in floor with available earth from excavation approved complete all as specified and directed by Engineer-in-Charge 23 Removing excavated materials n.exc 50 m and depositing where directed at a level n.exc 1.5 m above the starting point complete all as specified and directed by Engineer-in-Charge 24 M&L for treating the bottom and sides of excavation at the rate of 5 litres of emulsion per square metre of surface area (Area of the sub structure in contact with excavation such plinth beam, etc. to be measured) complete all as specified and directed by Engineer-in-Charge 25 M&L for treating the backfill in contact with foundation at the rate of 7.5 litres of emulsion per square metre of vertical surface (Area of the sub structure in contact with backfill to be measured) complete all as specified and directed by Engineer-in-Charge 26 M&L for treating the top surface of filled earth at the rate of 5 litres of emulsion per square metre of surface complete all as specified. 27 M&L for treating the soil under plinth protection at the rate of 5 litres of emulsion per square metre of surface area complete all as specified and directed by Engineer-in-Charge 28 M&L for hardcore of gauge n exc. 63mm, deposited, spread and levelled in layers n exc.15cm thick,watered and rammed to a true surface in Broken stone or boulders (15cm compacted thickness) complete all as specified and directed by Engineer-in-Charge 29 M&L for 75 mm thick PCC 1:3:6 type C-1 using 20 mm graded mechanically crushed stone aggregate as in plinth protection finished even and smooth without using extra cement with & including 10 mm wide, 30 mm deep joints at the rate of 3.00 mtr centre to centre and at every turning & filling the joints with bitumen & sand mixturecomplete all as specified and directed by Engineer-in-Charge 30 M&L for 75mm thick PCC (1:4:8) type D2 using 40mm graded stone aggregate as in sub base below floors complete all as specified and directed by Engineer-in-Charge 31 M&L for 40 mm thick PCC (1:2:4) type B-0 using 12.5 mm graded stone aggregate as in floor or laid under floor etc complete all as specified and directed by Engineer-in-Charge 32 M&L for 38 mm wide glass dividing strips, 4mm thick and inserted in positionas in flooring complete all as specified and directed by Engineer-in-Charge 33 M&L for 5 mm thick setting coat as in skirting, trowelled to even and smooth finish incement mortar 1:2, complete all as specified and directed by Engineer-in-Charge 34 M&L for joint free Non-skid Ceramic coloured tiles 7 to 8 mm thick, area of each tiles exceeding 0.18 sqm but not exceeding 0.38 sqm, in floors etc. over and including 15 mm thick screed bedding in cement mortar 1:6, set and jointed in neat cement slurry and pointed in white or coloured cement to match the floorcomplete all as specified and directed by Engineer-in-Charge 35 M&L for joint free Glazed Ceramic coloured tiles of size 350 X 250 X 7 mm / 450 x 350 x 7 mm thick on vertical surfaces such as skirting / dados over and including 10 mm thick backing coat in cement mortar 1:4 set and jointed in neat cement slurry and pointed in coloured cement to match the floor complete all as specified and directed by Engineer-in-Charge 36 M&L for 20 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 including rounding to edges of stone slabs one edge complete all as specified and directed by Engineer-in-Charge 37 M&L forrendering, 10 mm thick on brick work or concrete surfaces in cement mortar 1:6 on wall finished even and smooth without using extra cement complete all as specified and directed by Engineer-in-Charge 38 M&L forrendering, 15 mm thick on brick work or concrete surfaces in cement mortar 1:4 on wall and on roof surfaces when concrete is green finished even and fair with WPC complete all as specified and directed by Engineer-in-Charge.Note :-WPC Shall be measured and paid separately as supply only. 39 M&L forrendering, 5 mm thick on brick work or concrete surfaces in cement mortar 1:3 on ceiling finished even and smooth without using extra cement complete all as specified and directed by Engineer-in-Charge 40 Supply only intregral water proofing compound complete all as specified and directed by Engineer-in-Charge 41 M&L for three coats of white wash on newly/old plastered surfaces incl preparation etc complete all as specified and directed by Engineer-in-Charge 42 M&L for three coats of white wash on newly /old plastered surfacesof ceilingincluding preparation of surfaces complete all as specified and directed by Engineer-in-Charge 43 M&L for two coats of cement base paint on newly plastered surfaces including preparation etc. complete on wall complete all as specified and directed by Engineer-in-Charge. 44 Material and labour for water proofing treatment over RCC slab by applying one coat of bituminous primer @ 0.25 Kg/Sqm and providing 3mm thick APP modified water proofing membrane weighting not less than 3.5 Kg/Sqm, reinforced with non woven polyster reinforcement mat weighing not less than 160 gm/Sqm, polyster core having softening point not less than 150 degree C, longitudinal tensile strength not less than 650 N/5CM, Tearing strength of 180N/5CM incouding two coat of solar reflective aluminium paint @ 0.15Kg/Sqm including cleaning the newly plastered surfaces of concrete/exisisting plastered vertical surfaces with wire brushes free from dust etc complete all as specified and directed by Engineer-in-Charge 45 S&F for factory made window, made out of MS hollow section of size 79mm x 39mm x 1.6mm thick frame with double shutter (glazed and wire guage shutter) made out of Z section using flush butt welding and tenon riveting all as per IS 1038/83, dobby hinges shall be provided to both shutter, locking arrangement as per sample approved by GE, provided with knob Z section handles 100mm size and 150 mm long hook and eye welded to frame and shutter,four number legs welded to frame including necessary flat iron beading for securing wire gauge etc including holes, cutting holes for hold fastand making good disturbed surfaces in PCC(1:2:4) type B1 to match with the existing surfaces complete all as specified & directed by Engineer-in-Charge. 46 S&F for factory made steel ventilators all as per IS 1038/83, with top hung shutters including hinges, steel peg stay, complete all as specified & directed by Engineer-in- charge. 47 S&F for framed work such as grills, gratings, etc., with ends of bars shouldered and/or riveted, or forged into spiles; framed guard bars; barred iron doors; ladders; framed balusteres; walk ways; railings; framework of water tanks and similar work fonforming to Fe. 290, Gde-E-165 withcomplete all as specified and directed by Engineer-in-Charge 48 S&F for framed work as in chowkats of doors windows of angle iron ,gates or other section with gusset plates, rails, braces etc conforming to Gde Fe 410-0 or Fe 310-0 complete all as specified and directed by Engineer-in-Charge. 49 S&F for hold fast of flat iron 25 x 3 mm conforming to Fe-290 or Fe 330 including preparing the surfaces & treated with two coats for coaltar & sanded with clean sharp sand complete all as specified and directed by Engineer-in-Charge 50 M&L for Cement concrete 1:3:6 type C–1 (using 20mm graded crushed stone aggregate) as in coping, hold fast, bed blocks or similar block etc complete all as specified and directed by Engineer - in - Charge. 51 S&F for 35 mm thick 2nd class hard wood factory made plain framed, panelled shutter (two panel) with lock rail and panel of 9 mm B.W.P. commercial ply or 12 mm veneered particle board with commercial veneering on both faces. The size of rail and stile as per IS : 1003 (Part I), kiln seasoned and chemically pressure treated complete all as specified and directed by Engineer-in-Charge 52 S&F for 35 mm thick 2nd class hard wood glazed and skeleton shutters, open rebated and prepared to receive glass, gauze, etc. (without sash bars), edges of framing plain, chamfered or rounded. fitted with cut and mitred beads for securing glass, etc.; sizes of me-mbers of shutters as specified in SSR Part I, Section 8, clause 8.24 (a) complete all as specified and directed by Engineer-in-Charge 53 Supply and fixing of Fibre glass Reinforced plastic (FRP)door frame of required built in colour in three legged of cross-section 90mm x 45mm having single ribate of 32mm x 15mm to recieve shutter of 30mm thick includinglaminated door frame moulded with fire retardant grade unsaturated polyster resin and chopped strand mat(CSM) also door frame laminated shall be 2mm thick and shall be filled with suitable wooden block of 2nd class hard wood in all three legs frame shall be covered with fibreglass from all sides MS stay flat iron 25mm x 3mm shall be provided at the bottom to steady the frame complete all as specifiedand as directed by Engineer-in- charge. 54 Supply and fixing of 30 mm thick glass fibre reinforced plastic (FRP) paneled doorshutter conferming to IS:14856-2000 of required colour andmade with fire retardant grade unsaturated polyster resin,moulded to 3mm thick FRP laminated for forming hollow rails and style with suitable second class hardwood timber block inside at required places for fixing of fittings,cast molithically with 5mm thick FRP laminated for panels including fixing to frames,complete all as specified and as directed by Engineer-in- charge. 55 S&F for 100 mm long butt hinge, extruded aluminium alloy with galvanised mild steel hinge pin, anosied and fixed type B-21 complete all as specified and directed by Engineer-in-Charge 56 Supply only 100mm long butt hinges mild steel medium weight cold rolled including necessary welding etc. to steel frame complete all as specified & directed by Engineer-in-charge. 57 Supply only 50mm long butt hinges mild steel medium weight cold rolled including necessary welding etc. to steel frame complete all as specified & directed by Engineer-in-charge. 58 S&F for 300 mm long mild steelsliding door bolts, plate type, stove enamelled black, with bright bolt not less than 12 mm dia with and including a minimum of 6 bolts and nuts, four on bolt plate and two on staple plate complete all as specified and directed by Engineer-in-Charge 59 S&F for 200 mm long aluminium anodisedbarrel tower bolt, of extruded sections complete all as specified and directed by Engineer-in-Charge 60 S&F for 125 mm long aluminium anodised handle, cast type complete all as specified and directed by Engineer-in-Charge 61 S&F for 150 mm long extruded aluminium alloy handle, fabricated type anodised complete all as specified and directed by Engineer-in-Charge 62 S&F for 300mm ordinary rat tail rod pattern springs including roller and roller platecomplete mild steel fixed complete all as specified and directed by Engr-in-Charge. 63 S&F for 2nd class hard wood (Sal) or any other 2nd class hard wood articles not exceeding 200 cubic centimetre each as small fittings such as shaped door and window stops and the like, including necessary labour etc complete all as specified and directed by Engineer-in-Charge 64 S&F for stainless steel wire cloth 0.63 nominal dia of wire and average width of aperture1.40 mm and fixed with stainless steel wire staplescomplete all as specified and directed by Engineer-in-Charge 65 ,---ditto--- All as per serial item No 64 above but fixed in repair complete all as specified and directed by Engineer-in-Charge 66 S&F for 3mm thick sheet glass ordinary quality and glazing with spring clips in metal surrounds and oil putty in squares not exceeding 0.50 sqm in each pane complete all as specified and directed by Engineer-in-Charge . 67 S&F for 3mm thick figured glass, pin head type and glazing with spring clips in metal surrounds and oil putty in squares not exceeding 0.50 sqm in each pane complete all as specified and directed by Engineer-in-Charge . 68 M&L for preparation of new steel surface of any description not otherwise described over 10 cm width or girth and apply two coats of synthetic enamel paint over a coat of red oxide primer all as specified. 69 M&L for preparation of new or previously untreated wooden surface of any description not otherwise described over 10 cm width or girth and apply two coats of synthetic enamel paint over one coat of pink primer complete all as specified and directed by Engineer-in-Charge 70 S&F vitreous china squatting pan Orissa pattern size 580 x 440 mm white with integral foot rests (excl flushing cistern) but including P trap set in and provision of lime concrete bedding complete complete all as specified and directed by Engineer-in-Charge 71 S&F vitrieous chinawash down WC (Pedestal pattern) whiteand flush piple including connection to drain (or outgoing pipe) and to flushing pipe, antisyphonage pipe, etc.,complete all as specified and directed by Engineer-in-Charge 72 S&F plastic water closet seat, white, closed pattern with flat bottom, and cover and mild steel chromium plated or aluminised hinging device, seat and cover for water closet (European type) complete all as specified and directed by Engineer-in-Charge 73 S&F vitreous china wash basin counter top (bowl type/oval shape) of size 560 x 450mm, long screwed shank fly nut flangeend including cutting for and pinning in ends of brackets in 1:3 CM including 32mm dia chromium plated waste coupling/trap complete all as specified and directed by Engineer-in-Charge 74 S&F Vitreous China Urinal, Half stall type, white (excluding flushing cistern, flush pipe and waste pipe) including conncetion to flushing pipe and waste pipe providing and fixing plugs bedding urinal against wall complete all as specified and directed by Engineer-in-Charge 75 Supply only PVC valve less, syphonic action type flushing cistern,10 ltrs capacitylow level, white, with inlet ball valve, float, handle and telescopic pipe and connection to pipe and flush pipe of polyethylene of low or high density or PVC, 32mm dia, for low level cisterncomplete all as specified and directed by Engineer-in-Charge 76 S&F 15 mm dia stop valve, fany type chromium plated with long shank and cup (concealed type), cast copper alloy, screwed down, high pressure, with crutch or butterfly handle, screwed both ends for iron pipecomplete all as specified and directed by Engineer-in-Charge 77 S&F 15 mm dia stop valve/angle valve, fany type chromium plated, cast copper alloy, screwed down, high pressure, with crutch or butterfly handle, screwed both ends for iron pipe complete all as specified and directed by Engineer-in-Charge 78 Supply and fix pillar taps, fancy type, cast copper alloy, with capstan heads, chromium plated, screwed down high pressure, with or without lettered Hot or Cold with long screwed shanks and fly-nuts, screwed for iron pipe and fixed in 15mm dia bore pipe complete all as specified and directed by Engineer-in-Charge 79 Supply and fix bib taps, cast copper alloyfancy type chormium plated. with crutch or butterfly handle screwed down screwdd for iron pipe of brass ferrule, and fixed in 15 mmbore dia of pipe complete all as specified and directed by Engineer-in-Charge 80 S&F chromium plated shower roses with or without swivel joints, any size, including fixing to steel pipe or union complete all as specified and directed by Engineer-in-Charge 81 S&F PVC connections 15 mm size with PTMTnuts of length 450 mm complete all as specified and directed by Engineer-in-Charge 82 S&F Urinal spreader of PTMT any clolour for fixing with 15mm dia pipe, (minimum weigfht 60 gms) complete all as specified and directed by Engineer-in-Charge 83 S&F Shelf of PTMT fixed with and including chromium plated brass screws and wooden / plastic cleats (Minimum weight 300 gms) complete all as specified and directed by Engineer-in-Charge 84 S&F looking mirror of selected quality of size600 mm X 450 mm withbevelled edge mounted 6 mm thick commercial plywood and aluminium channel of required size fixed to wooden plugs with chromium plated brass screws and cup washers complete all as specified and directed by Engineer-in-Charge 85 S&F brass chromium plated tubular towel rail, 20mm dia, D type, 60cm long between flanges complete all as specified and directed by Engineer-in-Charge 86 S&F brass hat pegs, solid body, 125 mm to 175 mm (4 legs) complete all as specified and directed by Engineer-in-Charge 87 S&F rotational moulded polythene water storage tank 500 ltr capacity of tripple layer vertical with closed top hoisted and fixed in position all as specified in SSR part-I. complete all as specified and directed by Engineer-in-Charge 88 S&F ball brass valves, high pressure, with polythene float and flynut complete, screwed for iron pipe or brass ferrule and fixed in 20mm dia bore pipe complete all as specified and directed by Engineer-in-Charge 89 S&F gun metal globe or gate valve with iron wheel head, screwed both ends for iron pipe and fixed of 20mm bore fixed in repair compete all as specified and as approved by GE/Engineer-in-Charge. 90 Supply, layingand jointing G.I Tubes, 15 mm bore dia of pipe, medium grade in lengths with screwed and socket jonts, together will allgalvanised steel fitting such as sockets, elbows , bends, tees reudcers unions caps plugs,nippples, short pieces etc fixed complete to walls by means of and including clips, wall hooks etc, or laid on surfaces/ floors or concealed in walls/ floors,complete all as specified and directed by Engineer-in-Charge 91 ,---ditto--- All as per serial item No 90 above here-in-before but 20 mm bore dia of pipe complete all as specified and directed by Engineer-in-Charge 92 S&F 110 mm dia PVC SWR pipe, single socketed in any length with rubber ring joints fixed with clamps to walls complete all as specified and directed by Engineer-in-Charge 93 S&F 75 mm dia PVC SWR pipe, single socketed in any length with rubber ring joints fixed with clamps to walls complete all as specified and directed by Engineer-in-Charge 94 S&F 110 mm dia PVC (SWR) bend any radius complete all as specified and directed by Engineer-in-Charge 95 S&F 75 mm dia PVC (SWR) bendany radius complete all as specified and directed by Engineer-in-Charge 96 S&F 110 mm dia PVC (SWR) junction single, (Single T) equal or unequal complete all as specified and directed by Engineer-in-Charge 97 S&F 110 mmdia PVC reducer complete all as specified and directed by Engineer-in-Charge 98 S&F PVC vent cowl complete all as specified and directed by Engineer-in-Charge 99 S&F PVC (SWR) floor trap, 75 mm dia with grating including jointing with solvent cement etc complete all as specified and directed by Engineer-in-Charge 100 Surface dressing not exceeding 15cm deep in soft/loose soil complete all as specified and directed by Engineer-in-Charge 101 Surface excavation N.exc. (not exceeding) 30 cm deep and averaging 15cm deep and getting out in soft/loose soil complete all as specified and directed by Engineer-in-Charge 102 M&L for precast cement concrete 1:2:4 type B1 using 20mm graded stone aggregate as in kerb stones size 300mm x 300mm x 100mm with plain fair faces, including chamfers, weathering, throating etc setting in CM 1:4 complete all as specified and directed by Engineer-in-Charge 103 M&L for 100mm thick PCC (1:4:8) type D2 using 40mm graded stone aggregate as in sub base below floors complete all as specified and directed by Engineer-in-Charge 104 M&L Machined pressed precast concrete interlocking paver block glossy with grey cementand pigment, any shape and size confirming to IS 15658-2006 of 60mm thickness M-40 grade with over 50mm thick Fazilka sand cushion complete all as specified and directed by Engineer-in-Charge 105 M&L for PCC 1:3:6 type C1 as in coping including necessary formwork, weatherig, slightly rounded or chamfered angle and throating complete all as specified and directed by Engineer-in-Charge 106 M&L for PCC 1:2:4 type B2 using40mm graded aggregates as in benching / haunchig ofmanholes including forming channels including necessary formwork etc.complete all as specified and directed by Engineer-in-Charge 107 M&L precast cement concrete 1:2:4 type B1 using 20mm graded stone aggregate and set cement mortar 1:6 as in cover slabs (for manholes etc,) chajjas, shelves and similar articles with plain faces all as directed 108 M&L Rendering 10mm thick on fair face of brick work in cement mortar 1:4 and finished surfaces even and smooth without using extra cement as specified including WPC complete all as specified and directed by Engineer-in-Charge Note : - (WPC shall be measured and paid seperately) 109 Material and labour for moorum bed to drain pipes, spread, levelled and rammed including wateringcomplete all as specified and directed by Engineer-in-Charge. 110 Supply and laying DPCPE (SN8) 180 (OD)/163 (ID) mm diameter drain pipes as per IS-16098 (Part-II), laid in trenches on moorum bed to required slope, including all accessories/fittings, jointing and tested complete all as specified and as directed by Engineer-in-Charge 111 Cutting into existing manholes for connection of new drain making pipes and rendering cutting out existing benching & forming branch channel in PCC 1:2:4 type B1 smooth finished & forming benches as reqd etc for 150 mm bore complete all as specified and directed by Engineer-in-Charge 112 Demolition of cement concrete (unreinforced) in ground floor and paving n.exc 15cm in thickness (below or above ground level) complete all as specified and directed by Engr-in-charge 113 Demolition of reinforced cement concrete of any description and in any position not otherwise specificlly provided for (reinforcement cut as required to facilitate demolition) all as specified and directed.. 114 M&L for reinforced cement concrete 1:1.5:3 type A-1 using 20mm graded stone aggregrate in Chajjas; complete all as specified and directed by Engr-in-chargeNote : Reinforcement shall be measured and paid seperately. 115 Demolition of brick work or stone/boulder masonry, built in cement mortar including allquoins, arches, pillars, etc, but excluding ashlar facings, dressed stone work and precast concretecomplete all as specified and directed by Engineer-in-Charge 116 M&L for PCC 1:2:4 type B1 using20mm graded aggregates as in coping, roof kerbs or mud stop and the like including weathering.slightly rounded or chamfered angles and throating, as directed including necessary formwork etc complete all as specified and directed by Engineer-in-Charge 117 Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing), removingrubbish off the premises complete all as specified and directed by Engineer-in-Charge 118 Roughening surfaces of old concrete floor by picking, sweeping clean and washing down with water to remove dust etc. complete all as specified and directed by Engineer-in-Charge. 119 Taking down cement plaster of any description from brick walls or concrete surfaces of walls and ceiling including raking out joints, hacking for key, scrubbing down with water etc complete all as specified and directed by Engineer-in-Charge. 120 Material and labour for rendering/plastering 15mm thick in cement mortar (1:6) on any fair face of Brick walls or concrete surfaces, finished even and smooth without using extra cement complete all as specified and as directed by the Engineer-in-Charge. 121 M&L for two coats of oil bound distemper on newly plastered surfacesof walls paint over 3mm thick wall care putty including preparation of surfaces complete all as specified and directed by Engineer-in-Charge 122 M&L for Water proofing treatment to RCC sunken slabas specified below and as directed by Engineer-in-Charge. :- (a) applying 15 mm plaster in CM 1:3 with WPC on verticle and horizontal surface (b) Cleaning the surface with wire brush/coir brush, removing lose material like dust particles, dirt etc. (c)Creating fillet coving of 50x50 mm with polymer modified mortar on the junction of slab and walls (d)Apply first coat of two component modified polymer coating on the horizontal and verticle surface(e)Provision of glass fiber mesh of 2 x 2 mm of GSM 145 immediately on above coating (f) Apply second coat of two component modified polymer coating after 72 hrs (h) Joining the saintary pipes with the water proofing tape having bridging ability of more than 1.5 mm (j) Filling the gap between the wall opening and saintary pipe with non shrink cementatious grout complete all as specified and directed by Engineer-in-ChargeManufacturer. Make:- Dr. Fixit/Fosroc/STP Note: (i) The treatment shall be carried out by approved authorised applicator as per the manufacturers instructions and as directed by the Engineer in charge. (ii) The Plan area of floor shall be considered for payment and provn of cement work PCC is included in quoted rate for this item. 123 Demolition mud in roofs, any thickness, including plastering and leeping complete all as specified and directed by Engr-in-charge 124 Disconnecting existing serviceable PVC tanks of capacity upto 500 litre, setting aside (or lowering if required) for repairs, cleaning , etc. and hoisting if required reconnecting and re-fixing in original position including all inlet and outlet water connection after removing all scale and dirt from tanks and from mouths of circulating pipes and re-fixing existing MS frame and writing of dates of cleaning and due with synthetic enamel paint and stensil complete all as specified and as directed by Engineer-in-charge. 125 M&L for Roof treatment to RCC roof as follows:-(a) Cleaning the roof surfaces thoroughly using wire brusehes to remove sharp projections, cleaning joints, washing, drying and removing all dirt/dust to receive concrete padding/plaster etc.(b) Providing 15 mm thick screed bed or bedding layer of cement mortar (1:4) with WPC, finished even and smooth without using extra cement.(c) Providing one coat of approved bituminous primer @100 gms per sqm, over dried plastered surface.(d) Laying 3 mm thick APP membrane,(mineral finish) reinforced with non woven polyster fabric, by torch application. The overlapping while torching shall be 75 mm on longitudinal direction and 100 mm on the transverse direction complete all as specified and directed by E-in-Charge.Make : STP Dr Fixit/Pidilite, Texsa India Ltd/Tikitar Dansona/Bengal BitumenNotes :(i) All joints and change in directions should be covered wih cement mortar (1:3) mixed with SBR latex @ 200 ml/bag of cement/as per site reqmt and cured well before laying membrane by torching.(ii) All angles and abuttments should be sealed well with extra care to ensure full bondage. (iii) Water proofing treatment shall be got carried out by approved authorised applicator of manufacturer only. The name of firm shall be got approved from GE before carrying out the wk. (iv) The independent testing of membrane for technical parameters given in particular specifications shall be carried out from Govt approved labs having fascilities for testing of membrane.(v) The guarnatee of treatment shall be for min 10 yrs reckoned from date of completion of whole wk. 126 M&L Lime concrete terracing as specified in roof (excluding bitumen tack coat) complete all as specified and directed by Engr-in-Charge. 127 M&L 40mm thick brick tiles laid flat on lime concrete & joints grouted flush in cement mortar (1:3) bedded in 15mm th cement morter (1:6) mixed with 5% of crude oil by weight of cement on lime concrete complete all as specified and directed by Engr-in-Charge. 128 ,---ditto--- All as per serial item No 127 above but except tiles complete all as specified and directed by Engr-in-Charge 129 M&L racking out joints/pointing to brick work or brick tiles laid flat in floors, surface channels, roofs etc. and flush pointing to bricks laid flat or brick tiles in pavings and roofs in CM 1:3 all as specified and directed. 130 Taking down chowkhats or frames n.exc 1.5 sq. m each with shutters (without taking off shutters from the frame) complete all as specified and directed by Engr-in-charge 131 Taking down chowkhats or frames exc 1.5 sq. m but n.exc 4.0 sq. m each with shutters (without taking off shutters from the frame) complete all as specified and directed by Engr-in-charge 132 Taking down shutters of any description exc 1 Sqm and n.exc 2 Sqm each complete all as specified and directed by Engr-in-charge 133 S&F framed work as in chowkats of doors windows of angle iron ,gates or other section with gusset plates, rails, braces etc conforming to Gde Fe 410-0 or Fe 310-0 complete all as specified and directed by Engineer-in-Charge. 134 S&F hold fast of flat iron 25 x 3 mm conforming to Fe-290 or Fe 330 including preparing the surfaces & treated with two coats for coaltar & sanded with clean sharp sand complete all as specified and directed by Engr-in-charge 135 Supply & fixing, factory made steel windows all as per IS 1038/83, with side hung shutters including box type hinges, MShandle, peg stay, 02 Nos MS tower bolt 100mm long for each leaf complete with glazing bars dovetailed or welded, including cutting holes in brick wall, fixing in PCC (1:2:4 type B-1 and making good complete all as specified & directed by Engineer-in-Charge. 136 Supply & fixing, factory made steel windows all as per IS 1038/83, with side hung shutters including box type hinges, MShandle, peg stay, 02 Nos MS tower bolt 100mm long for each leaf complete without glazing bars dovetailed or welded, including cutting holes in brick wall, fixing in PCC (1:2:4 type B-1 and making good complete all as specified & directed by Engineer-in-Charge. 137 Supply & fixing, factory made steel ventilators all as per IS 1038/83, with top hung shutters including hinges, steel peg stay, fixing lugs in PCC (1:2:4) type B-1 and making good complete all as specified & directed by Engineer-in- charge. 138 S&F mild steelMS grills of any section to windows / ventilators conforming to Fe-290 Gde E-165 complete all as specified and directed by Engr-in-charge 139 Taking down existing shutter and refixing in same opening shutters of any description exc 1.0 Sqm but not exc 2.0 Sqm each all as specified and directed.(Note:- Refixing includes taking down, easing and adjusting and also refixing builders hardware as required including renewal of unserviceable screws, etc.complete all as specified and directed by Engineer-in-Charge 140 S&F for 300mm long aluminium alloy, anodised, sliding door bolt typenot less than 16mm dia fixed complete all as specified and directed by Engineer-in-Charge 141 S&F 150 mm long aluminium anodised handle, cast type complete all as specified and directed by Engr-in-charge 142 S&F 4mm thick sheet glass ordinary quality and glazing with oil putty in squares n. exc. 0.5 Sqm in each pane complete all as specified & directed by Engineer-in- charge. 143 S&F 150 mm long floor door stopper of aluminium alloy body and tongue, anodised with hard drawn steel spring all as directed. 144 S&F in repairs 25mm dia aluminium pipe coated with PVC sheet as in drapery curtain rod with decorative end knobs complete with brackets and fixed on wall complete all as specified and directed by Engineer-in-Charge 145 Taking down 15 mm dia steel GI tubing including all connected fittings of any dia and in any position including cleaning for re fixing the serviceable pipe complete all as specified and directed by Engineer-in-Charge 146 ,---ditto--- All as per serial item No 145 above but20mm dia pipe complete all as specified and directed by Engr-in-charge 147 S&F 15 mm diagalvanised steel tubing medium grade including necessary fittings like sockets, tees, elbows, reducers, unions etcfixed to walls / ceiling complete all as specified and directed by Engr-in-charge 148 ,---ditto--- All as per serial item No 147 abovebut 15mm dia pipe fixing only complete all as specified and directed by Engr-in-charge 149 ,---ditto--- All as per serial item No 147 above but20mm dia pipe complete all as specified and directed by Engr-in-charge 150 ,---ditto--- All as per serial item No 147 above but 20mm dia pipe fixing only complete all as specified and directed by Engr-in-charge 151 Taking down eaves gutters and rainwater pipes (any size or pattern) including all fittings, heads, shoes, bends, swan-necks etc., including cleaning or refixing or removal to Store (measured overalll as fixed along the cente line over fittings and accessories) complete all as specified and directed by Engr-in-charge 152 S&F 110 mm bore PVC (SWR) branch piece double (single Y) equal or unequal complete all as specified and directed by Engr-in-charge 153 S&F 75 mm dia PVC (SWR) bend with access door any radius complete all as specified and directed by Engr-in-charge 154 M&L PVC (SWR) gully trap 125/110 mm, setting and jointing with solvent cement complete all as specified and directed by Engr-in-charge 155 Excavating in post holes (or similar holes) each n.exc 0.5 cum getting put, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers n.exc 25cm in hard/dense soil complete all as specified and directed by Enginee-in-Charge. 156 M&L for PCC 1:3:6 type C2 using 40mm graded stone aggregate in foundation, filling & mass concrete complete all as specified and directed by Engineer -in-Charge 157 M&L for 40mm thick PCC (1:2:4) type B-1 using 20mm graded stone aggregate as in floor finished even and smooth without using extra cement complete all as specified and directed by Engineer-in-Charge 158 M&L for filleting in any position and to any shape in cement mortor 1:4 including all mitres stops etc section of filet n.exc 25sqm complete all as specified and directed by Engineer-in-Charge 159 S&F steel work in tubular/hollow section in trusses, rafter, purline post etc.Including special shaped washer, plate, cleat etc complete using ERW or induction butt welded tubes conforming to IS 1161-1979 grade St-240 complete all as specified and directed by Engineer-in-Charge 160 S&F pre-painted galvalume aluminum zinc coated GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550Mpa as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified and directed by Engineer-in Charge 161 M&L for preparation of new steel surface of any description not otherwise described over 10 cm width or girth and apply two coats of aluminium paint over a coat of red oxide primer complete all as specified and directed by Engineer-in-Charge. 162 S&F framed work with stainless steel material such as grills, grating etc, of ormamental and intricate design with ends of bars shouldered and/or riveted, or forged into spiles, framed guard bars, barred iron doors, ladders framed balusteres, walk ways railings framework of water tanks and similar work conforming to Fe 290 Gde E-165 with complete all as specified and directed by Engineer-in Charge 163 S&F for anodised aluminium frame cleat for fixing one or more rebates including jointing cleats for fixing etc complete all as specified and directed by Engineer-in-Charge. 164 S&F Anodisedaluminium door shutters with powder coated aluminium sectionweighing 0.5 kg/m including necessary joining cleats, glazing clips, rubber neoprene packing handles 2 Nos in each door, hinges, anodised aluminium snap beading screwscomplete all as specified and directed by Engineer-in-Charge. 165 S&F mortice lock 4 lever vertical type, size 100mmbrass complete all as specified and directed by Engineer-in-Charge 166 M&L 5.5 mm thick sheet glass, ordinary quality and glazing with oil putty in square exc 0.5 Sq. m in each pane with solar control film 25 micron reflective type sticked to glass panes as per instructions of manufacturers complete all as specified and directed by Engineer-in-Charge. 167 M&L for 12mm thick prelaminated Partile board, exterior grade, prelaminated one side with decorative choice laminated & other side balancing whhite laminated fixed with screws to aluminium frame work complete
