Military Engineer Services-MES has published Tender For Repair/Replacement To Joinery, Plumbing, Sanitary, Plastering And Other Connected Building Repair Work In Otm Accn-Ii And Otm Accn-Iv Of Age B/R-Ii (North) Under Ge (N) Ambala Cantt. Submission Date for this Tender is 02-11-2023. Building Repair Tenders in ambala Haryana. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 16-Oct-2023 | Amd boq | BOQ | 26-10-2023 |
| 2 | 26-Oct-2023 | Bid Auto Extn Corrigendum | Bid Auto Extn Corrigendum | 02-11-2023 |
| Sl. No. | Item Description |
| 1 | Demolition of brick work built in cement mortar or cement lime mortar including all quoins, arches,pillar etc but excluding ashlar facing, dressed stone work and precast concrete articles complete all as specified and as directed by the Engineer-in-Charge. |
| 2 | 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. |
| 3 | Material and labour for brick work with sub class B bricks old size bricks, straight or curved on plan any radius in cement mortar 1:4 inhalf brick thick wall complete all as specified and as directed by the Engineer-in-Charge. |
| 4 | M & Ltaking down cement or cement lime plaster of any description on brick or stone walls etc including racking out joints, hacking for key scrubbing down with water etc complete all as specified and as directed by the Engineer-in-Charge |
| 5 | M&L rendering 15 mm thick on any faces of brick work or concrete wall surfaces in cement mortar 1:4 andfinishedeven and fair without using extra cementbut usingwater proofing compound @ 2% by weight of cement or as per manufacturer"s instructions complete all as specified and as directed by the Engineer-in-Charge. (water proofing compound shall be measured and paid for separately) |
| 6 | M&L 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. |
| 7 | M&L rendering 5 mm thick on fair faces of brick work or concrete ceiling or chajjassurfaces in cement mortar 1:3 andfinishedeven and smooth without using extra cement complete all as specified and as directed by the Engineer-in-Charge. |
| 8 | M&L rough cast plaster 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. |
| 9 | M & L preparing new plastered/unplastered surfaces and applyingtwo coats of cement base paint over a coat of alkali resistant primer on surfaces of walls, chajjas, roof projection complete all as specified and as directed by the Engineer-in-Charge. |
| 10 | M&L preparation of newly plastered/ unplastered surfaces of walls and applying two coats of oil bound distemperwith painting roller over a coat of primerover and including 1 to 2 mm thick putty white cement based in one or two coats to achieve smooth surfaces complete all as specified and as directed by the Engineer-in-Charge. |
| 11 | M&L preparation of new plastered/ unplastered surfaces of ceiling and applying three coats of white lime wash complete all as specified and as directed by the Engineer-in-Charge. |
| 12 | S & F in repair mild steel powder coated wooden finishcurtain rod 25mm dia having wall thickness1.6mm fixed with and including decorative brackets ,stop roller and glass at the endetc complete all as specified and as directed by the Engineer-in-Charge. |
| 13 | S & F as in repairPVC connections 15 mm sizewith PTMT nuts of length 600 mm complete all as specified and as directed by the Engineer-in-Charge. |
| 14 | Taking up or down 20mm bore steel tubing and connections, including cleaning for refixing or removal to store complete all as specified and as directed by the Engineer-in-Charge. |
| 15 | Taking up or down 15mm bore steel tubing and connections, including cleaning for refixing or removal to store complete all as specified and as directed by the Engineer-in-Charge. |
| 16 | M & L galvanised iron tubing 15mm bore medium grade with all fittings and fixed complete to walls and ceilings or laid in floors complete all as specified and as directed by the Engineer-in-Charge. |
| 17 | M & L galvanised iron tubing 20 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. |
| 18 | S&F bib taps 15mm bore fancy type brass chromium plated capstan head with long body screwed down for iron pipe and fixed as in repair complete all as specified and as directed by the Engineer-in-Charge. |
| 19 | S & Ffancy type pillar tap of 15mm bore, cast copper alloy, with capstan heads, chromium plated, screwed down, high pressure, with long screwed shanks and fly nuts, screwed for iron pipe as in repair complete all as specified and as directed by the Engineer-in-Charge. |
| 20 | M & L 75mm bore PVC (SWR) multi-floor trap, plain with grating including jointing with solvent cement as in repair complete all as specified and as directed by the Engineer-in-Charge |
| 21 | S & F 15mm bore cast copper alloy fancy type chromium plated stop valvesscrewed down, high pressure with capstan head, screwed both ends for iron pipe or for unions as in repair complete all as specified and as directed by the Engineer-in-Charge. |
| 22 | S & F as in repair brass 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. |
| 23 | S & F 15mm bore cast copper alloy chromium platedangular stop valvesscrewed down, high pressure with butter fly , handle, screwed down both ends for iron pipe or for unions as in repair complete all as specified and as directed by the Engineer-in-Charge. |
| 24 | S & Fvitreous china wash hand basin white, flat back of size 550mmx400mm with pedestal fixed on and including cast iron cantilever bracket, 32mm dia brass waste coupling and 32 mm dia PVC waste pipe including fixing ofwaste fitting etc as in repair complete all as specified and as directed by the Engineer-in-Charge. |
| 25 | 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 and connection to trap, outgoing flushing pipe, anti siphonage pipe as in repair complete all as specified and as directed by the Engineer-in-Charge. |
| 26 | 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 WC as in repair complete all as specified and as directed by the Engineer-in-Charge. |
| 27 | Supply and fixing vitreous china wash down water closet pan (pedestal pattern), white (excluding fixing bolts, flushing cistern)including plastic water closet seat white closed pattern with flat bottom and cover and mild steel chromium plated or aluminium hinges device and brass chromium plated Jet spray with PVC pipe andcomplete accessories as in repaircomplete all as specified and as directed by the Engineer-in-Charge. |
| 28 | S & F 600mmx450mm bevelled edge mirror 5mm thick of selected quality glass, mounted on 6mm thick AC building board or commercial plywood and fixed to wooden plugs with chromium plated brass screws and cup washers as in repaircomplete all as specified and as directed by the Engineer-in-Charge. |
| 29 | Supply and fixing plastic water closet seat cover ,white closed pattern with recessed bottom, and cover and mild steel chromium plated or aluminium hinging device as in repair complete all as specified and as directed by the Engineer-in-Charge. |
| 30 | S&F 32 mm dia PVC waste pipe for wash hand basin / Kitchen sink etc of standard lengthas in repair complete all as specified and as directed by the Engineer-in-Charge. |
| 31 | Dismantling water tanks of capacity exc. 250 ltr and not exc. 500 ltrs and removing from site complete all as specified and as directed by the Engineer-in-Charge. |
| 32 | Dismantling water tanks of capacity exc. 500 ltr and not exc. 1000 ltrs and removing from site complete all as specified and as directed by the Engineer-in-Charge. |
| 33 | Supply and fixingwater storage tank, 1000 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 float valve 20 mm high pressure with polythene float and flynut, screwed and suitable for iron pipe 20 mm bore, complete all as specified and as directed by the Engineer-in-Charge. |
| 34 | 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 float valve 20 mm high pressure with polythene float and flynut, screwed and suitable for iron pipe 20 mm bore, complete all as specified and as directed by the Engineer-in-Charge. |
| 35 | S & Fas in repair20mm dia float valves, high pressure of PTMT with epoxy coated aluminium rod and high density plastic ball, screwed for iron pipe and fixed (minimum weight-210 grm)complete all as specified and as directed by the Engineer-in-Charge. |
| 36 | S & F 15 mm bore Gun-metal, globe or gate valves with iron wheel head, screwed both ends for ironpipe as in repair complete all as specified and as directed by the Engineer-in-Charge. |
| 37 | Taking down chowkats or frames area exceeding 1.50 Square meter andnot exceeding 4.00 Square meter (without taking off shutters from the frames) and removing from site, including cutting holes for taking out existing hold fasts and making good the disturbed portion of jambs and adjoining surfaces to match with existing finish complete all as specified and as directed by the Engineer-in-Charge. |
| 38 | Taking down chowkats or frames areanot exceeding 1.50 Square meter (without taking off shutters from the frames) and removing from site, including cutting holes for taking out existing hold fasts and making good the disturbed portion of jambs and adjoining surfaces to match with existing finish complete all as specified and as directed by the Engineer-in-Charge. |
| 39 | Taking down shutters of any description area exc 1.00 sqm andnot exc 2 sqm each and removing the same from site complete all as specified and as directed by the Engineer-in-Charge. |
| 40 | M&L factory made 2nd class hard wood 35 mm thick plain framed panelled shutter( two panel) with lock rail and panel of 9 mm BWP commercial ply or 12 mm veneered particle board with commercial veneering on both face . The size of rail and style as per IS:1003 (Part-1) kiln seasoned and chemically pressure treated complete all as specified and as directed by the Engineer-in-Charge. |
| 41 | M&L factory made 35 mm thick 2nd class hard wood glazed and skeletonshutters,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 size of members of shutters as specified in SSR Part-I, Section-8, clause 8.24 (a) (wood shall be kiln seasoned and chemically pressure treated) complete all as specified and as directed by the Engineer-in-Charge. |
| 42 | S & F solid PVC door frame of size 50mm x 47mm made out of 5mm pre-lam PVC sheet on single side used instead of plain colour PVC sheet reinforced with MS square tube, edges will be painted to match with prelim sheet andfixed in opening complete all as specified and as directed by the Engineer-in-Charge. |
| 43 | S&F factory made solid PVC moulded door shutters with particle board core 28 to 30 mm thick (styles) with 2, 4, or 6 raised panel design with 2 mm thick pre laminated 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. |
| 44 | M&L 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-290-W (Gde E-165) quality "A" complete all as specified and as directed by the Engineer-in-Charge. |
| 45 | M & LPCC 1:3:6 type C1 using 20mm graded crushed stone aggregate as in hold fasts complete all as specified and as directed by the Engineer-in-Charge. |
| 46 | S&F double shutter steel window box type ERW hollow P section comprising of glazed/gauged skeleton shutterfabricated fromfollowing sections :- (a) ERW hollow P section frame of size 60 mm x25 mm made from 1.25 mm thick MS sheet (02 Nos i.e. 01 for glazed shutter and 01 for gauzed shutter ). Both P section shall be welded with flat iron 25x03 mm thick all around of frame on both inner and outer faces . (b) Style and rails of window shutters shall be fabricated with ERW hollow P section of size 50 mm x25 mm made from 1.00 mm thick MS sheet and comprising of 02 Nos sash bars for glazed window leafof T – section20 x 03 mm thick and one No sash bar of 20 mm x 3 mm thick section for gauzed winodw leaf . (c) Vertical mullion shall be ERW hollow T -section of size 60 x 25 mmmade from 1.25 mm thickMS sheet (d) The above steel window shall be deemed to include the following accessories/ fittings : i)Hold fast 150mm long mild steel flat iron 12x3 mm thick made to shape- 04 Nos per window ii)Handle of Z section 20mmx25mm, 100mm long – 01 No per leaf. iii) MS tower bolt stove enamelled150mm long- 2 Nos per leaf. iv) Z section 20mmx25mm, 100mm long stopper – 01 No per leaf. (v) Cleat 55 mm long of solid square 15x20x.63mm square - 01 No per leaf |
| 47 | item No. 46 (contd....) vi)Pintal hinges 12 x 75 mm- 2 Nos each leaf vii) 10mm square Guard bar @ 10 cm c/c welded to frame . (viii) Two coat of Synthetic enamel paint over one coat ofred oxide primer. (ix) 0.36mm nominal dia of stainless steel wire mesh and average width of aperture of 1.40mm fixed in gauzed skelton shutter ofwindow with flat iron 15 x 03 mm with steel screws . (x) 3mm thick sheet glass, ordinary qualitywith oil putty in square n. exc 0.5sqm in each pane fixed in glass shutter of window. (xi) Fabrication and fixing arrangements as per specification including cutting holes and making good dismantled portion in PCC 1:2:4 type B-1 /cement plaster 1:4 as require and make finish good to the existing surface complete all as specified and directed. Notes : (i) For the purpose of measurement and payment double shutter both glazed and gauzed with frames shall be considered as one unit. (ii) Unit rate quoted against this item shall also include the iron mongery, grill and other accessoriries as mentioned above. (iii) The window upto1.00 metre width shall consists of two leaves both for gauzed shutter and glazed shutter and all the shutters are openable.The window more than 1.00 metrewidth shall have two openable leaves onboth outer sidefor gauzed shutter and glazed shutter and middle leaf/shutter shall be fixed type. |
| 48 | S&F 150 mm long aluminium handle cast type anodised complete all as specified and as directed by the Engineer-in-Charge. |
| 49 | S&F 200 mm long aluminium anodised barrel tower boltsof extruded section and fixed complete all as specified and as directed by the Engineer-in-Charge. |
| 50 | Supply and fixing 250mm long aluminium 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 aluminium alloys to door shutter complete all as specified and as directed by the Engineer-in-Charge. |
| 51 | S & F butt hinges 100mm long of stainless steel medium weight complete all as specified and as directed by the Engineer-in-Charge. |
| 52 | S&Fmild steel 150 mm ordinary rat tail rod pattern springs including roller and roller plate etc complete all as specified and as directed by the Engineer-in-Charge. |
| 53 | S & F as in repair stainless steel grating cover 100 mm diacomplete all as specified and as directed by the Engineer-in-Charge |
| 54 | S & F as in repair waste fittings, 32 mm dia brass,chromium plated for glazed ware sinks, basins, etc. with long screwed shanks and fly-nuts, flange end bedded in red lead cement and other end fixedcomplete all as specified and as directed by the Engineer-in-Charge. |
| 55 | S & F as in repair waste fittings, 38 mm dia brass,chromium plated for glazed ware sinks, basins, etc. with long screwed shanks and fly-nuts, flange end bedded in red lead cement and other end fixedcomplete all as specified and as directed by the Engineer-in-Charge. |
| 56 | Resecuring or easing & adjusting shutters of any description not exc 1 Sqm each, without taking down shutters complete all as specified and as directed by the Engineer-in-Charge |
| 57 | Resecuring or easing & adjusting shutters of any description exc 1 sqm and not exc 2 Sqm each, without taking down shutters complete all as specified and as directed by the Engineer-in-Charge |
| 58 | Taking downcarefully steel door shutter exceeding area 1.00 sqm but not exceeding 2.00 Sqm including cutting, welding and adjusting as per openingand refiixng the same at same location complete all as specified and as directed by the Engineer-in-Charge (new angle iron etc shall be measured and paid for separately) |
| 59 | M&L for running welding in repairs thickness of metal to be welded not exc 6mm complete all as specified and directed by Engineer-in-Charge. |
| 60 | M&Lpreparation of new woodensurfacesof 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. |
| 61 | M&Lpreparation of new steel surfacesof any description, not otherwise described, over10 cm width or girth and applying two coats of synthetic enamel paintover a coat of red oxide primer complete all as specified and as directed by the Engineer-in-Charge. |
| 62 | Hacking out old broken glass (any thickness, size, quality or description) from wooden frames or stone, concrete or brick surrounds and steel window frame glazed with putty or fixed with beads complete all as specified and as directed by the Engineer-in-Charge. |
| 63 | M & L sheet glass 3.0mm thick ordinary qualityand glazing with oil putty in square not exc 0.5 sqm in each panecomplete all as specified and as directed by the Engineer-in-Charge |
| 64 | S&Fstainless steel wire cloths0.36 mm nominal dia of wire and averagewidth of aperture 1.40 mm and fixed with stainless steel wire staple complete all as specified and as directed by the Engineer-in-Charge. |
| 65 | S&F as in repair galvanised mild steel wire cloths0.56 mm nominal dia of wire and averagewidth of aperture 1.18 mm and fixed with tinned tack or galvanised wire staple complete all as specified and as directed by the Engineer-in-Charge. |
| 66 | Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing), removing serviceable tiles to store and rubbish off the premises complete all as specified and as directed by the Engineer-in-Charge. |
| 67 | M&LNon Skid coloured ceramic tilesjoint free premium/1st quality 7 to 8 mm thick, (Square/rectangular) area of each tile exceeding 0.11 sqm but not exceeding 0.18 sqm, in floors etc set and jointed in neat cement slurry and pointed in white or coloured cement to match over andincluding15mm thick screed bed in CM 1:6 complete all as specified and as directed by the Engineer-in-Charge. |
| 68 | M&LNon Skid coloured ceramic tiles joint freepremium/1st quality of same description as of floor tiles in serial item No.67abovebut 150mm heightas in skirting, 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. |
| 69 | M&L glazed ceramic coloured tiles joint freepremium/1st quality in vertical surfaces/skirtings/dados of size 300x600 x7mm/ 450x 300x7mm thick, 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. |
| 70 | M&Lvitrifiedceramicdouble charged light shade tiles 1st quality(square/rectangular), 10mm thick, area of each tilenot exc 0.36 sqm as in floor, set and jointed in neat cement slurry and pointed in colouredcement to match the surface over and including screed bed or bedding layer 15 mm thick in cement mortar 1:6for laying floor finishes complete all as specified and as directed by the Engineer-in-Charge. |
| 71 | M&Lvitrifiedceramic double charged light shade tiles 1st quality(square/rectangular), 10mm thick, of same description as of floor tiles in serial item No.70 abovebut 150mm heightas in skirting, set and jointed in neat cement slurry and pointed in colouredcement to match the surface over and including rendering 10 mm thick in cement mortar 1:4 complete all as specified and as directed by the Engineer-in-Charge. |
| 72 | M & L 25mm thick plain cement concrete 1:2:4, type B-1 using 20mm graded crushed stone aggregate as in sub base, finished even and fair without using extra cement complete all as specified and as directed by the Engineer-in-Charge. |
| 73 | Demolition ofcement concrete in ground floor and pavings not exceeding 15cm thickness (below or above ground level) and removal the rubbish/ demolished material outside defence land, complete all as specified and as directed by the Engineer-in-Charge. |
| 74 | M &L 10mm thick vitrified coloured paver tiles of size 300 x 300mm in floors etc set and jointed in neat cement 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. |
| 75 | M & L providing 75 mm thick cement concrete 1:4:8 type D-2 using 40mm graded crushed stone aggregates as in sub base complete all as specified and as directed by the Engineer-in-Charge. |
| 76 | M & L machine cut kota stone slab flooring 18 to 22 mm thick of size not less than 550mm x 550mm in floor, set and jointedin neat cement slurrywith greycementmixed withpigment to match the shade of the slab including rubbing and polishing (granite finish) over and including 15 mm thick screed bed in CM 1:4 complete all as specified and as directed by the Engineer-in-Charge. |
| 77 | M & L machine cut kota stone slab flooring 18 to 22 mm thick of same description as of floor kota stone in serial item No.75abovebut 150mm heightas in skirting, set and jointedin neat cement slurrywith greycementmixed withpigment to match the shade of the slab including rubbing and polishing (granite finish) over and including 10 mm thick rendering in CM 1:4 complete all as specified and as directed by the Engineer-in-Charge. |
| 78 | 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 1:4 incl rounding of front edge complete all as specified and as directed by the Engineer-in-Charge. |
| 79 | 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 overall as fixed along the centre line over fittings and accessories) complete all as specified & directed by the Engineer-in-Charge. |
| 80 | S & F 110mm bore PVC (SWR) pipes single socketed, in any length with rubber ring joints,fixed to walls complete all as specified and as directed by the Engineer-in-Charge |
| 81 | S&FPVC(SWR)bends of any radius, for 110mm bore pipes,complete all as specified and as directed by the Engineer-in-Charge. |
| 82 | S & F 75mm bore PVC (SWR) pipes single socketed, in any length with rubber ring joints,fixed to walls complete all as specified and as directed by the Engineer-in-Charge |
| 83 | S & F 75mm bore PVC (SWR) bends of any radiuscomplete all as specified and as directed by the Engineer-in-Charge. |
| 84 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth for foundation, etc or for shafts, wells, manholes etc. n exc 10 sq m on plan and n 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. |
| 85 | M & L concrete bed in PCC 1:3:6 type C2 using 40 mm graded crushed stone aggregate to drain pipes includingpacking under and haunchingagainst the sides of pipes, after they are laid andtested for 110 mm dia (internal)pipes complete all as specified and as directed by the Engineer-in-Charge. (Pipes shall be measured & paid separately). |
| 86 | S & F 110mm 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. |
| 87 | Returning, filling in, including spreading, levelling ,watering and well ramming in layers not exceeding 25cm thick complete all as specified and as directed by the Engineer-in-Charge. |
| 88 | Removing surplus excavated material to a distanceexceeding 250mand not exceeding 500mand depositingcomplete all as specified and as directed by the Engineer-in-Charge. |
| 89 | M&L cleaning and removing all scale and dirt etc from PVC/RCC tanks and mouths of circulating pipeof capacity 250 litre and upto and including 1000 litre & writing on the tank with synthetic enamel paint not less than 70mm long and 2mm wide of words in shapelike cleaned on : 15.06.2018 complete all as specified and as directed by the Engineer-in-Charge.NOTE :-unit rate shall be included to make small fittings such as elbow, socket, reducer, tee, union etc . |
| 90 | S&F aluminium (Die-cast) body hydraulically door closer regulated,designation No.3, universal type,suitable for door shutters of 851 mm to 1000 mm in width and weight between 61 to 80 Kg as in repaircomplete all as specified and as directed by the Engineer-in-Charge. |
| 91 | Supply and fix double action floor spring hydraulically regulated made up of minimum1.25 mm thick aluminium alloy sheetfoundation box, main body with stainless steel cover, governing pivot made of brass, other parts made of mild steel heavy duty and fixedas in repair complete all as specified and as directed by the Engineer-in-Charge. |
| 92 | M&L for repairing of all type aluminium window/door shutter with frame and refixing it after resecuring its frame work by means of tightening with new screw ,cleats, rubber gasket and refixing in the same opening complete all as specified and as directed by the Engineer-in-Charge. |
| 93 | Dismantling wall and ceiling boards (fibre pulp, insulation etc) or insulation boards/ slabs/blankets any thickness including cover fillets and false ceiling frame /gird of any type/any description, fixed in position,complete all as specified and as directed by the Engineer-in-Charge. |
| 94 | S & FGIMetal Suspended ceiling of approved materials of size 595x595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanized steel sections ( galvanized @ 120 grams/ sqm, both side inclusive) consisting of main “T” runner with suitably spaced joints to get required length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced at 1200 mm centre to centre and cross “T” of size 24x25 mm made of 0.30 mm thick (minimum) sheet, 1200 mm long spaced between main “T” at 600 mm centre to centre to form a grid of 1200x600 mm and secondary cross “T” of length 600 mm and size 24x25 mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600 mm panel to form grids of 600x600 mm and wall angle of size 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid including, required cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main “T” runners to be suspended from ceiling using GI slotted cleats of size 27 x 37 x 25 x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm GI adjustable rods with galvanised butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200 mm centre to centre along main T, bottom exposed width of 24 mm of all T-sections shall be pre-painted with polyester paint, all complete for all heights as per specifications, and as directed by Engineer-in-charge. GI Metal Ceiling laying perforated Tegular edge global white colour tiles of size 595x595 mm and 0.5 mm thick with 8 mm drop; made of GI sheet having galvanizing of 100 gms/sqm (both sides inclusive) and 20% perforation area with 1.8 mm dia holes and having NRC (Noise Reduction Coefficient) of 0.5, electro statically polyester powder coated of thickness 60 microns (minimum), including factory painted after bending and perforation, and backed with a black Glass fibre acoustical fleece. Note- Ceiling tiles and ceiling grid shall be of the same make. |
| 95 | S & F 5mm PVC hollow sheet (the thickness of inner wall 0.7 to 1.00mm) panelling inclusive of solvent cement and fixing at site with U clip or PVC frame as per specifications and drawing complete all as specified and as directed by the Engineer-in-Charge. |
| 96 | Material and labour for cutting and uprooting of tree roots and unwanted vegetations on roof and wall surfaces by digging safely in concrete roof or brick wall and pouring acid or approved chemical to avoid further growth of roots landmaking good the surfaces by filling cracks and disturbed portion in cement mortar (1:3) or PCC 12:4 type B-0 (using 12.5mm size crushed stone aggregates) without using extra cement, ofeach area exceeding 0.5 sqm but not exc 1.00 sqm complete all as specified and as directed by the Engineer-in-Charge. Note:- The approval of pouring acid shall be got approved by GE before incorporating in above item. |
| 97 | M & L preparation of old decorated brick/concrete, plastered / un--plastered surfaces of ceiling by brooming down with steel wire brushing, scrapping down smoke soot, moulds, moss and efflorescent salts and trading oil and greasy spots and applying one coat of white lime wash on ceiling complete all as specified and as directed by the Engineer-in-Charge. |
| 98 | M & L preparation of old decorated brick/concrete, plastered / un--plastered surfaces of ceiling by brooming down with steel wire brushing, scrapping down smoke soot, moulds, moss and efflorescent salts and trading oil and greasy spots and applying one coat of oil bound distemper with painting roller over prepared surfaces of the ceiling etc. complete all as specified and as directed by the Engineer-in-Charge. |
| 99 | M & L preparation of old decorated brick/concrete, plastered / un--plastered surfaces of walls by brooming down with steel wire brushing, scrapping down smoke soot, moulds, moss and efflorescent salts and trading oil and greasy spots and applying one coat of oil bound distemper with painting roller over prepared surfaces of the walls, pillars, cornices etc. complete all as specified and as directed by the Engineer-in-Charge. |
| 100 | M & L complete removal of existing treatment on wall by scrappers or any other means and washing , rubbing down and stoppingcomplete all as specified and as directed by the Engineer-in-Charge. |
| 101 | M & L one mm thick wall care putty white cement based in two or more coats to achieve smooth surface overprepared wall surface complete all as specified and as directed by the Engineer-in-Charge. |
| 102 | M & L preparation of old decorated brick/concrete, plastered / un--plastered surfaces of walls, pillars, cornices etc.andapplying two coats of oil bound distemperwith painting roller complete all as specified and as directed by the Engineer-in-Charge. |
| 103 | M&L preparation of old decorated brick/concrete, plastered / un plastered surfaces of walls, pillars cornices etc by brooming down with steel wire brushing, scrapping down smoke soot, moulds, moss and efflorescent salts and trading oil and greasy spots and applying one coat of cement base paint on the walls, pillars, cornices etc. complete all as specified and as directed by the Engineer-in-Charge. |
| 104 | M&L preparation of old decorated brick/concrete, plastered / un plastered surfaces of walls, pillars cornices etc by brooming down with steel wire brushing, scrapping down smoke soot, moulds, moss and efflorescent salts and trading oil and greasy spots and applying two coats of cement base paint on the walls, pillars, cornices etc. complete all as specified and as directed by the Engineer-in-Charge. |
| 105 | M & L preparation of oldwoodensurfacesof any description, not otherwise described, over 10 cm width or girth and applying one coat of synthetic enamel paint complete all as specified and as directed by the Engineer-in-Charge. |
| 106 | M&Lpreparation of old steel surfacesof any description, not otherwise described, over10 cm width or girth and applying one coat of synthetic enamel paintcomplete all as specified and as directed by the Engineer-in-Charge. |
| 107 | Supply only water proofing compound complete all as specified and as directed by the Engineer-in-Charge. |
| 108 | Note:-Amount of credit ofRs. 62,870.00 for retrieved materials is mentioned in Schedule of Credit Page No. 41 to 42of tender documents in pdf form which will be deducted offline while acceptance of tender. |
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