Military Engineer Services-MES has published Tender For Repair/Replacement To Joinery, Plumbing, Sanitary, Plastering And Other Connected Building Repair Work In Md Accn-Ii Of Age B/R-Ii (North) Under Ge (N) Ambala Cantt. Submission Date for this Tender is 23-11-2023. Building Repair Tenders in ambala Haryana. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 06-Nov-2023 | Amd boq | BOQ | 16-11-2023 |
| 2 | 16-Nov-2023 | Bid Auto Extn Corrigendum | Bid Auto Extn Corrigendum | 23-11-2023 |
| 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 Engr-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 | M & Lbrickwork with sub-class `B` bricks old size in half brick thick wall straight or curved on plan to any radius built in cement mortar 1:4 complete all as specified and as directed by the Engineer-in-Charge. |
| 4 | S & F as in repair mild steel PVC coated of approved quality curtain rod 25mm dia having wall thickness 1.60 mm with and including decorative brackets ,stop roller at the endetc, fixed with stainless steel screwscomplete all as specified and as directed by the Engineer-in-Charge. |
| 5 | S & F as in repair PVC connections 15 mm sizewith PTMT nuts of length 600 mm complete all as specified and as directed by the Engineer-in-Charge. |
| 6 | 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. |
| 7 | 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. |
| 8 | S & F GI tubing15mm 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. |
| 9 | S & F GI tubing 20 mm 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. |
| 10 | S & F fancy type bib tap 15mm bore cast copper alloy chromium platedwithlong body and crutch or butterfly handle, screwed down, screwed for iron pipe or brass ferrule and fixedas in repaircomplete all as specified and as directed by the Engineer-in-Charge. |
| 11 | Supply & fixingfancy typepillar tap15mm bore, cast copper alloy with capstan heads, chromium plated, screwed down, high pressure, with long screwed shanks and fly nuts, screwed for iron pipeas in repair complete all as specified and as directed by the Engineer-in-Charge. |
| 12 | 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 |
| 13 | M & L 110mm 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 |
| 14 | S & F 15mm bore cast copper alloy stop valves fancy type chromium platedscrewed down, high pressure with crutch or butterfly handle, scrwed both ends for iron pipe or for unions as in repair complete all as specified and as directed by the Engineer-in-Charge. |
| 15 | S & Fas in repairbrass 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. |
| 16 | S & F as in repair angular type 15mm bore cast copper alloy chromium plated fancy type stop valve, screwed down, high pressure with butterfly handle, scrwed both ends for iron pipe or for unions complete all as specified and as directed by the Engineer-in-Charge. |
| 17 | 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. |
| 18 | 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 syphonage pipe as in repair complete all as specified and as directed by the Engineer-in-Charge. |
| 19 | 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. |
| 20 | Supply and fixing vitreous china wash down water closet pan (pedestal pattern), white (excluding fixing bolts, flushing cistern and flush pipe) 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 PVCpipe as in repaircomplete all as specified and as directed by the Engineer-in-Charge. |
| 21 | 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. |
| 22 | S & Fsinks without drainage board made out of stainless steel 1mm thick sheet for kitchenwith plugs, waste pipe, brass chromium plated coupling and wastes, including bedding in cement mortar to dwarf wall or including fixing cantilever brackets and connecting union to pipe overall size 495mm x 420mmwith bowl size 410mm x 330mm x 160mm as in repaircomplete all as specified and as directed by the Engineer-in-Charge |
| 23 | S&F asin repair plastic water closet seat white closed pattern with flat bottom and cover and mild steel chromium plated or aluminium hinges device complete all as specified and as directed by the Engineer-in-Charge. |
| 24 | S&F 32/40 mm dia PVC waste pipe for wash hand basin / Kitchen sink etc of standard length complete all as specified and as directed by the Engineer-in-Charge. |
| 25 | 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. |
| 26 | 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. |
| 27 | S & F as in repair PVC tank lid/cover suitable forcapacity500 litre with and including locking arrangments such as nuts, bolts etc complete all as specified and as directed by the Engineer-in-Charge. |
| 28 | S & F20mm dia ball valves, high pressure of PTMT with epoxy coated aluminium rod and high density plastic ball, screwed for iron pipe and fixed (miniumweight 200 gm ) as in repair complete all as specified and as directed by the Engineer-in-Charge. |
| 29 | S & F 15 mm bore Gun-metal, globe or gate valves with iron wheel head, screwed both ends for ironpipe as in repaircomplete all as specified and as directed by the Engineer-in-Charge. |
| 30 | S & F 20 mm bore Gun-metal, globe or gate valves with iron wheel head, screwed both ends for ironpipe as in repaircomplete all as specified and as directed by the Engineer-in-Charge. |
| 31 | 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 |
| 32 | 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 cement complete all as specified and as directed by the Engineer-in-Charge. |
| 33 | 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. |
| 34 | M&L rendering 05 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. |
| 35 | M&L rough cast plaster 15 mm thickin cement motar 1 :4 complete as specified in SSR Part-I, clause 14.22 shall consisting of following:- firstly apply under coat in cement mortar 1:4 not less than 10 mm thick and while still it is in plastic state the rough cast mixture consisting of crushed stone or fine gravel agg. which is generally of size between 6 to 12 mm depending on texture required mixed with coarse sand and cement in the ratio 1:1:1 shall be applied, complete all as specified and as directed by the Engineer-in-Charge. |
| 36 | M&L preparation of newly plastered / un plastered surfaces of walls, pillars, cornices etcand 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. |
| 37 | M & L preparation of newly plastered / un--plastered surfaces of wallsandapplying two coats ofoil bound distemperwith painting roller over and including 1 to 2 mm thick wall care putty white cement basedin two or more coats to achive smooth surfacescomplete all as specified and as directed by the Engineer-in-Charge. |
| 38 | M & L preparation of newlyplastered / un--plastered surfaces of ceiling andapplying two coats of whitelime wash over prepared surfaces of ceilingcomplete all as specified and as directed by the Engineer-in-Charge. |
| 39 | Taking down loose plaster from ceiling of slab, edges and soffit of chajjas and the like, cleaning surface with wire brush to remove all dust/dirt/loose particles to expose old steel reinforcement, applying neat cement slurry@ 3Kg per sqmand 30mm thick (in two layers , each layer 15mm thick) plaster in cement mortar 1:3 not exc 5 sqm each patchincluding removal of rubbish/demolished material to a distance exceeding 250mtr and not exc 500mtr , including scaffolding up to 3m height and applying two coats of cement base paint complete all as specified and as directed by Engineer-in charge . |
| 40 | Taking down loose plaster from ceiling of slab, edges and soffit of chajjas and the like, cleaning surface with wire brush to remove all dust/dirt/loose particles to expose old steel reinforcement, applying neat cement slurry@ 3Kg per sqmand 30mm thick (in two layers , each layer 15mm thick) plaster in cement mortar 1:3 not exc 5 sqm each patchincluding removal of rubbish/demolished material to a distance exceeding 250mtr and not exc 500mtr , including scaffolding 3m to 7m height and applying two coats of cement base paint complete all as specified and as directed by Engineer-in charge . |
| 41 | Taking down loose plaster from ceiling of slab, edges and soffit of chajjas and the like, cleaning surface with wire brush to remove all dust/dirt/loose particles to expose old steel reinforcement, applying neat cement slurry@ 3Kg per sqmand 30mm thick (in two layers , each layer 15mm thick) plaster in cement mortar 1:3 not exc 3 sqm each patchincluding removal of rubbish/demolished material to a distance exceeding 250mtr and not exc 500mtr , including scaffolding up to 3m height and applying three coats of white lime wash complete all as specified and as directed by Engineer-in charge . |
| 42 | 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, filling all holes and cracks with white cement based wall care puttyand 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. |
| 43 | 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. |
| 44 | 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 two coat of white lime wash on ceiling complete all as specified and as directed by the Engineer-in-Charge. |
| 45 | M & L preparation of oldwoodensurfacesof any description, not otherwise dscribed, 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. |
| 46 | M&L preparation old painted steel surfaces of 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. |
| 47 | M&L applying 2 to 3 mm thick wall care putty white cement basedin two or more coats to achive smooth surfaces complete all as specified and as directed by the Engineer-in-Charge. |
| 48 | 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. |
| 49 | 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. |
| 50 | Taking down shutters of any description area exc 1 sqm and not exc 2 sqm each and removing the same from site complete all as specified and as directed by the Engineer-in-Charge. |
| 51 | S & F 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 boths 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. |
| 52 | S & F 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 seasoned and chemically pressure treated) complete all as specified and as directed by the Engineer-in-Charge. |
| 53 | S & F solid PVC door frame of size 50mm x 47mm made out of 5mm prelam PVC sheet on single side used instead of plain colour PVC sheet reinforced with MS square tube, edges will be painted to match with prelam sheet andfixed in opening complete all as specified and as directed by the Engineer-in-Charge. |
| 54 | S&F factory made solid PVC moulded door shutters with partical board core 28 to 30 mm thick (styles) with 2, 4, or 6 raised panel design with 2 mm thick prelaminated moulded PVC sheet on the front face and 2mm thick plain colour PVC sheet on back face fixing in frame at site as per specification and drawing complete all as specified and as directed by the Engineer-in-Charge. |
| 55 | M&L rolled mild steel framed work as in chowkatsof door or gates of angle or other section with gusset plates, rails braces etc. complete. drilled for fixing for steel sheeting or other covering doors, etc to be prepared for hanging or sliding with and including either hooks and hinges and hanging ,door fitting (exclusive of steel sheeting or other covering, running rails and guides) also fastening and fixingconforming to Fe-410-W (Gde E-250) quality "A" complete all as specified and as directed by the Engineer-in-Charge. |
| 56 | Supply and fixingFactory made pressed steel frames of size 165 x 60 mm for doors fabricated from 1.25 mm thick sheet, with one or more rebate including necessary fixing lugs, hinges, lock strike plate, etc. and one shop coat of priming including plain cement concrete 1:3:6 type C-0 (using 12.5 mm graded mechanically crushed stone aggregates)in filling of door frame complete ,all as specified and as directed by the Engineer-in-Charge. |
| 57 | Supply and fixingFactory made pressed steel frames of size 125 x 60 mm for doors fabricated from 1.25 mm thick sheet, with one or more rebate including necessary fixing lugs, hinges, lock strike plate, etc. and one shop coat of priming including plain cement concrete 1:3:6 type C-0 (using 12.5 mm graded mechanically crushed stone aggregates)in filling of door frame complete ,all as specified and as directed by the Engineer-in-Charge. |
| 58 | M & LPCC 1:3:6 type C-1 using 20mm graded crushed stone aggregate as in holdfasts complete all as specified and as directed by the Engineer-in-Charge. |
| 59 | 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 |
| 60 | item No. 59 (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. |
| 61 | S&F box type using ERW hollow "P" section ventilators glazed/gauged including MS grills of square bar 10mm dia @ 100 c/c complete with glazing bars dovetailed or welded, including two coat of synthetic enamel ordinary tint paint over a coat of red oxide primer complete all as specified and as directed by the Engineer-in-Charge. |
| 62 | M & L sheet glass 3.0mm thick figured, pin head type and glazing with oil putty in square n exc 0.5 sqm in each panecomplete all as specified and as directed by the Engineer-in-Charge |
| 63 | S&F 150 mm long aluminium handle cast type anodised complete all as specified and as directed by the Engineer-in-Charge. |
| 64 | S&F200 mm long aluminium anodised barrel tower boltsof extruded section and fixed complete all as specified and as directed by the Engineer-in-Charge. |
| 65 | Supply and fixing 250mm long aluminum alloy, anodized sliding bolts with hasp, staple (bolt type) and fixing clips of sheet, cast or extruded sections and fixing bolts and sliding bolts of extruded section or cast aluminum alloys to door shutter complete all as specified and as directed by the Engineer-in-Charge. |
| 66 | Supply and fixing stainless steel butt hinges 100 mm long medium weight and fixed complete all as specified and as directed by the Engineer-in-Charge. |
| 67 | 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. |
| 68 | Supply and fixing as in repairstainless steel butt hinges 100 mm long medium weight and fixed complete all as specified and as directed by the Engineer-in-Charge. |
| 69 | Supply and fixingas in repair stainless steel butt hinges 75 mm long medium weight and fixed complete all as specified and as directed by the Engineer-in-Charge. |
| 70 | Supply and fixing as in repair 250mm long aluminum alloy, anodized sliding bolts with hasp, staple (bolt type) and fixing clips of sheet, cast or extruded sections and fixing bolts and sliding bolts of extruded section or cast aluminum alloys to door shutter complete all as specified and as directed by the Engineer-in-Charge. |
| 71 | Dismantling of boarding of any type/size as in cup board/wardrobes etc , fixed in any position with nails including hardwarecomplete all as specified and as directed by the Engineer-in-Charge. |
| 72 | S&F 18mm thick lead free PVC celuka ply (minimum density 600Kg per cum) of single side rigid lamination of approved colour other than white colour fixed with stainless steelscrewsand solvent cement / adhesive to make kitchen / bed rooms cabinet sides, top and bottom and shelves inside the cabinets complete all as per manufacturer"s specifications/ instructions complete all as specified and as directed by the Engr-in-charge. |
| 73 | Supplying & Fixing for mild steel door shutter two leaves with frame of 20 gauges MS sheet ( all arround) and leaves of 21 gauge MS steel ( all as per Godrej pattern) with three way locking arrangement with brass lock & CP handles with duplicate keys including two coats of spray painting over a coat of red oxide primer complete in existing cup boards fixed with necessary nut bolts including embedding in PCC 1:2:4, complete, all as specified and as directed by the Engineer-in-Charge. Note : Area of opening shall be measured. |
| 74 | S & F continuous (pino) hinges , width of flaps 30mm (when open) mild steel bright finish or electro galvanished complete all as specified and as directed by the Engr-in-charge. |
| 75 | S&F 75 mm long fancy type brass handle, cast type, polished brightcomplete all as specified and as directed by the Engineer-in-Charge. |
| 76 | Material and Labour for plain fillets, square, rectangular or triangular in section, and secured with nails or brads, using IInd class hard-wood clean sawn in sectional area exc 13 sq.cm and not exc 25 sq.cm, complete, all as specified and as directed by the Engineer-in-Charge. |
| 77 | S&F magnet catcher fixed in cabnet shutter (one portion) and wooden frame (other portion) with screw complete all as specified and as directed by the Engineer-in-Charge. |
| 78 | Supply and fixing as in repairgrating doom 100 mm dia ofstainless steel complete all as specified and directed by Engineer-in-Charge. |
| 79 | 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. |
| 80 | 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. |
| 81 | 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 |
| 82 | 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 |
| 83 | Taking down of steel door shutters (sliding or side hung) of any size and repairing the same for its proper functioning with greasing/oiling/ /straighteningand necessary cutting and welding of door parts and making the door functional for easy movementwith and includingreerecting the door shutter in existing positionall as directed by Engineer-in-charge. |
| 84 | M&L for running welding in repairs thickness to metal to be welded not exc 6mm complete all as specified and directed by Engr-in-charge. |
| 85 | 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. |
| 86 | 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. |
| 87 | 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. |
| 88 | 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 |
| 89 | S&Fstainless steel wire cloths0.36 mm nominal dia of wire and averagewidth of aperature 1.40 mm and fixed withstainless steelstaple complete all as specified and as directed by the Engineer-in-Charge. |
| 90 | S&Fas in repair stainless steel wire cloths0.36 mm nominal dia of wire and averagewidth of aperature 1.40 mm and fixed withstainless steelstaple complete all as specified and as directed by the Engineer-in-Charge. |
| 91 | Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing), removing servicable tiles to store and rubbish off the premises complete all as specified and as directed by the Engineer-in-Charge. |
| 92 | M&LNon Skid coloured ceramic tiles joint freee 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 andinculding15mm thick screed bed in CM 1:6 complete all as specified and as directed by the Engineer-in-Charge. |
| 93 | 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. |
| 94 | M&L glazed ceramic coloured tiles premium/1st quality in vertical surfaces/skirtings/dados of size 300x600 x7mm/ 450x 350x7mm 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. |
| 95 | M &L 10mm thick out doorvitrified coloured paver tiles heavy duty 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. |
| 96 | 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. |
| 97 | Demolition of cement concrete of any description and in any position not otherwise specifically provided for including removal the rubbish/ demolished material outside defence land, complete all as specified and as directed by the Engineer-in-Charge. |
| 98 | M & L cutting out cracks to V-section in existing roof or terracing, cleaning out and filling with hot mixture of bitumen and clean dry sand in 1:1 ratio (by weight) complete all as specified and as directed by the Engineer-in-Charge |
| 99 | M & L cutting grooves in brick wall, 75mm wide and 65mm deep and shaping horizontal face of groove with cement mortar 1:3 complete all as specified and as directed by the Engineer-in-Charge |
| 100 | M & L rendering 15 mm thick onconcrete surface of roofin cement mortar 1:4including mixing water proofing compound @ 2% by weight of cement or as per manufacturer"s instruction and finished fair and even without using extra cement complete all as specified and as directed by the Engineer-in-Charge. (WPC shall be measured and paid for separately) |
| 101 | M & Lproviding cement concrete 1:2:4 type B1 using 20mm graded stone aggregate as in roof kerbs, mud stops, padding on roof and finished even and smoothwithout using extra cement including form work where ever required complete all as specified and as directed by the Engineer-in-Charge. |
| 102 | Material & Labour for providing and laying 3mm thick APP (atactic polypropylene polymer) modified prefabricated five layer weight not less than 3.60 kg /Sqm water proofing membrane black finish reinforced with non woven polyster matt and consisting of a coat bitumious primer @ 0.40 ltr /Sqm by the same membrane manufactures of density 0.87 to 0.89 kg/ltr at 25 degree centegrate temprature andviscosity 70-160 cpswith overlap of 100mm at theside and 150mm at the end, the layer membrane shall be laid using butane gas torch and sealing all joints etc after preparing the surface complete as per standred practice as per manufacture"s instructions . The vital physical and chemical parameters of themembrane shall be under ;- (i) Joint strength in longitudinal and transverse direction at 23 degree centegrateat 650/ 450 N /5 cms (ii) Tear strength in longitudinal and transverse direction at 300/250N/5 cms. Softing point of membrane not less then 150 degree centegrate when tested in accordance with ASTM (d-5147) (iii) The laying of membrane shall be got down through the authorised applicator of manufactures of membrane onlycomplete all as specified and as directed by the Engineer-in-Charge. |
| 103 | M & Lprecast cement concrete tiles of size 25cm x 25 cm x 20mmthick machine pressed laid on screed bed and joints groutedflush in CM (1:3) mixed with 5% crude oil by weight of cement including screed bed 15 mm thick in cement mortar 1:6 complete all as specified and as directed by the Engineer-in-Charge. |
| 104 | M & L 40mm thick plain cement concrete 1:2:4, type B-1 using 20mm graded crushed stone aggregate as in flooring (in patches) finished even and smoothwithout using extra cement complete all as specified and as directed by the Engineer-in-Charge. |
| 105 | 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. |
| 106 | S&F Glass dividing strips, 38 mm wide and 3 mm thick inserted in position to confirm to design complete all as spd and directed by Engineer-in-Charge. |
| 107 | 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 complete all as specified and as directed by the Engineer-in-Charge. |
| 108 | Supply andfixing in repair stainless steel plate rack 1mm thick of size 900 x 900 x 200 mm weighing not less than 7.5 Kg each fix with stainless steel screw to wall, complete all as specified. |
| 109 | M&LPCC 1:5:10 type E-2, using 40 mm graded crushed stone aggregate as in filling in sunken floor, rounded or chamfered on edges complete all as specified.as directed by the Engineer-in-Charge. |
| 110 | M&L providing sunken floor water proofing treatment comprising of the following :- (a) Scrapping the surface with wire brush and cleaning with water and allow to dry. (b) Applying cement slurry @ 1.2 kg/sqm duly mixed with water proofing compound @ 2% by weight of cement or as per manufacturer"s instructions. (c) 15 mm thick cement plaster in CM 1:3 mixed with water proofing compound @ 2% by weight of cement or as per manufacturer instruction ( the corners will be made round in concave shape) and finished even and fair without using extra cement. (d) Applying cement slurry @ 1.2 kg/sqm duly mixed with water proofing compound @ 2% by weight of cement or as per manufacturer"s instruction. (e) Applying one coat of hot blown bitumen grade 85/25 confirming to IS-702 @1.20kg/sqm (f) Providing and laying 3mm thick APP (atactic polypropylene polymer) modified prefabricated five layer weight not less than 3.60 kg /Sqm water proofing membrane black finish reinforced with non woven polyster matt using butane gas torch and ceiling all joints. (g) Applying one coat of hot blown bitumen grade 85/25 confirming to IS-702 @1.20kg/sqm. |
| 111 | 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 Engr-in-Charge. |
| 112 | Supply and fixing 110mm diaUPVC, soil waste drain pipe, type ‘B’ ,conforming toIS 13592-1992, single socketed, in any length with rubber rings joints or jointed with solvent cement joint, fixed to wall, complete all as specified anddirected.(Note- Rubber rings for pipes and fittings shall be confirm to IS 5382-1985) |
| 113 | S&FPVC(SWR)bends of any radius, for 110mm bore pipes, with access doors, complete all as specified and as directed by the Engineer-in-Charge. |
| 114 | Supply and fixing 75mm diaUPVC, soil waste drain pipe, type ‘B’ ,conforming toIS 13592-1992, single socketed, in any length with rubber rings joints or jointed with solvent cement joint, fixed to wall, complete all as specified anddirected.(Note- Rubber rings for pipes and fittings shall be confirm to IS 5382-1985) |
| 115 | S&FPVC(SWR)bends of any radius, for 75 mm bore pipes, with access doors, complete all as specified and as directed by the Engineer-in-Charge. |
| 116 | M & L 125/110mm bore PVC (SWR) gullytrap, setting andjointing with solvent cement as in repair complete all as specified and as directed by the Engineer-in-Charge. |
| 117 | S&F110mm bore PVC (SWR) junction single (Single T) equal or unequalwith access doorscomplete all as specified and as directed by the Engineer-in-Charge. |
| 118 | S&F 110mm bore PVC (SWR) junction double (double T) equal or unequalwith access doors complete all as specified and as directed by the Engineer-in-Charge. |
| 119 | Supply and fixing 75 mm bore UPVC (SWR), vent cowls including jointing with solvent cement, complete all as specified and as directed by the Engineer-in-Charge. |
| 120 | Dismantling of 150 mm cast ironor reinforced concrete drain pipes any dia, set in cement mortar including taking out of trenches or from floor, if required complete all as specified and as directed by the Engineer-in-Charge. |
| 121 | Excavation 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. |
| 122 | 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 150 mm dia (internal)pipes complete all as specified and as directed by the Engineer-in-Charge. (Pipes shall be measured & paid separately). |
| 123 | Supply and fixing in trenches, 150mm bore,reinforced cement concrete hume pipe, class NP-2, laid and jointed, complete with collars all as specifiedand as directed by the Engineer-in-Charge. |
| 124 | Returning, filling in, including spreading, levlling ,watering and well ramming in layers not exceeding 25cm thick complete all as specified and as directed by the Engineer-in-Charge. |
| 125 | Removing surplus excavated material to a distance n.exc 50m and depositing where directed at a level n.exc 1.5m above the starting point complete all as specified and as directed by the Engineer-in-Charge. |
| 126 | Cutting into existing manholes for connecting new drains,and making good to pipe and rendering cutting out existing benching for and forming branch channel( 1/2 round or 3/4 section ) in cement concrete 1:2:4 type B-1 (using 20mm size crushed stone aggregate) smooth finished and reforming benching as required of pipe 150 mm dia, complete all as specified and as directed by the Engineer-in-Charge. |
| 127 | M & L plain cement concrete 1:2:4 type B1 using 20mm graded crushed stone aggregate as in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, water troughs and the like including weathering, slightly rounded or chamfered angles and throating including formwork for rough finished surfaces of concrete complete all as specified and as directed by the Engineer-in-Charge. |
| 128 | M & LprovidingPCC precast 1:2:4 type B1 using 20mm gradedcrushed stone aggregate as in landings, precast cover slabs (for manholes etc.) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces including chamfers, weathering, throating etc and setting in cement mortar1:4 complete with joints to match, complete all as specified and as directed by the Engineer-in-Charge. |
| 129 | Material and labour extra for forming fair finished drain or channel 30cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/stopped ends etc., complete all as specified and as directed by the Engineer-in-Charge. |
| 130 | Material and labour for plain cement concrete 1:4:8 type D-2 (using 40 mm graded mechanically crushed stone aggregate), as in foundation filling and mass concrete, complete all as specified and as directed by the Engineer-in-Charge. |
| 131 | Demolition of cement concrete (reinforced) in roofs, floors (other than ground floors) beams, slabs, staircases, landing, chajjas and similar suspended work including cutting of steel reinforcementas required to facilitate demolition and removal the rubbish/ demolished material outside defence land, complete all as specified and as directed by the Engineer-in-Charge. |
| 132 | M & L reinforced cement concrete 1:1-1/2:3 (Nominal Mix)using 20mm graded crushed stone aggregates as inslabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and as directed by the Engineer-in-Charge. |
| 133 | M<MTsteel bars 10mm dia and over cut to length, bent to shape reqd incl cranking, bending, spirally for hooping for columns, hooking ends and binding with and including mild steel wire annealed not less than 0.9mm dia complete all as specified and as directed by the Engineer-in-Charge. |
| 134 | Formwork to soffits ofsuspended slabs such roof slab, floor slabs, landings and similar work not exceeding 20 CM thick (horizontal or sloping) flat for rough finished surfaces of concrete , complete all as specified and as directed by the Engineer-in-Charge. |
| 135 | M & L formwork to edges of concrete flats, treads, breaks in floors, window cills, concrete railings, openings in concrete walls, floor and roofs not exc 20 cm wide and sides of RCC/PCC bands in walls, horizontal or sloping and similar work exc 10cm but not exc 20cm wide, for roughed finished surface of concrete complete all as specified and as directed by the Engineer-in-Charge |
| 136 | M&L cleaning and removing all scale and dirt etc from PVC/RCC tanks and mouths of circulating pipeof capacity 500 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 . |
| 137 | Dismantling asbestos cement (corrugated, semicorrugated, etc.) sheets in roof coverings including ridges complete all as specified and as directed by the Engineer-in-Charge. |
| 138 | Dismantiling timber framed work scantling 40sqmcm and over in section in any position complete all as specified & directed by the Engr-in-Charge. |
| 139 | M&L6mm thick asbestos cement, corrugated or semi- corrugated in roofs,walls etc fixed with L type or J type or cranked hook bolts complete all as specified and as directed by Engr-in -charge. |
| 140 | M&L 6mm thick asbestos cement two piece adjustable plain wing ridge fixed with L type or J type or cranked hook bolts complete all as specified and as directed by Engr-in -charge. |
| 141 | S&F Steel work in tubular trusses including special shaped washer etc complete using ERW or induction butt welded tubes conforming to I S.1161-1979 grade St.-240 complete all as specified and as directed by the Engineer-in-Charge. |
| 142 | Attending and rectify day to day complaints related to repairs to carpenter work in repairs to joinery (wooden /steel /aluminium) including iron /aluminium mongery, pelmet box, curtain rod, door springs, hydraulic door closer, rolling shutters, etc requiring carpentry work and carrying out minor repairs such as tightening of screws/nails, wires of false ceiling, easening /resecuring of joinery, door spring etc including fixing glass panes & wirecloth to joinery and all other carpentry works & petty repairs materials like screws/nails, plugs, grease, etc to make it functional complete all as specified and directed. Note : (i) All T&P and petty materials like screws & nails of different sizes, wooden beading and any other materials required etcas mentioned in this item to make it functional shall be arranged by the contractor and quoted rate shall be deemed to be included in unit rate quoted by the contractor. (ii) Any other items except mentioned in this item, if required, the same shall be measured and paid for separately under respective items. |
| 143 | Attending and rectify day to day complaints of broken PCC floor, plinth, plaster, painting, etc requiring masonry work /items and carrying out minor repairs such as edges, patches not exc 3 sqm each etc, including petty repairs material like sand, cement & aggregate to make it functional /useable complete all as specified and directed by Engineer–in–Charge. (Note : Any other items except mentioned in this item or major repair, if required, the same shall be measured and paid for separately under respective items) |
| 144 | Cleaning of sewage line upto first man holes by any means and removing blockage of WC, EWC, Bathroom, floor trap of WHB/Kitchen pipe etccomplete all as specified and as directed by the Engineer-in-Charge. |
| 145 | Note for Item No. 142 to 144:- (i) Contractor or his authorised rep will report daily at 0900 hrs and onwards at complaint cell for collection of complaints from the concerned JE"s In chargeand distribute all complaints/ detailing to his tradesmen, monitoring the work done and taking the complaint slip back from trademans on every working day, re-submit the same to JE"s in charge after rectifying the complaint at complaint cell, failing which a recovery of Rs 1000/- per day shall immediately be effected from the contractor"s dues in terms of conditions 25, 44 & 45 of IAFW-2249 (General Conditions of contracts). (ii) The complaint shall be attended & defect shall be rectified within 08 hrs i.e from 0900 hrs to 1700 hrs (excluding sunday & gazetted holiday), commencing from date and time of notifying the complaint slip failing which a penalty @ Rs.120/- per complaint per day (08 hrs) shall be levied upon/imposed on the contractor and necessary recovery shall be effected from his dues on this account. In case, after checking & attending the defects, if it is not possible to rectify the defect within 08 hrs, the fact shall be brought to the notice of Engr-in-Charge by the contractor/ his rep immediately and if Engineer-in-Charge is satisfied with the facts brought by the contractor, no recovery shall be made on this account. (iii) All T&P required for attending the complaints shall be provided by the contractor without any extra. (iv) The plumber shall always be in possession of die set complete with cutters, Pipe wrench, Chain wrench, Caulking tools, complete set of spanners and ladders etc. as required at site or will be arrange by contractor on site on own expenditure and deemed to be included uin quoted rates. (viii) The carpente shall always be in possession of all carpneter tools like hacksaw, screw driver, plainer, pliers, hammer, spanner, chisel, jack plane, tin cutter etc. as required at site or will be arrange by contractor on site on own expenditure and deemed to be included uin quoted rates. (v)The above all aspect shall be deemed to be included in the quoted rate of the respective item. |
| 146 | Note:-Amount of credit ofRs. 1,03,050.00 for retrieved materials is mentioned in Schedule of Credit Page No. 42 to 43of tender documents in pdf form which will be deducted offline while acceptance of tender. |
Copyright © 2024 · All Rights Reserved. Terms of Usage | Privacy Policy
For Tender Information Services Visit : TenderDetail
