Military Engineer Services-MES has published Tender For Repair / Replacement To Joinery, Plumbing, Sanitary, Plastering And Other Connected Building Repair Work In Otm Accn-I & Otm Accn-Iii Of Age B / R-Ii ( North ) Under Ge ( N ) Ambala Cantt.. Submission Date for this Tender is 22-12-2023. Building Repair Tenders in ambala Haryana. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 02-Dec-2023 | Amd date | Date | 15-12-2023 |
| 2 | 04-Dec-2023 | Amd boq | BOQ | 15-12-2023 |
| 3 | 15-Dec-2023 | Bid Auto Extn Corrigendum | Bid Auto Extn Corrigendum | 22-12-2023 |
| Sl. No. | Item Description |
| 1 | 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. |
| 2 | 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 wallcomplete all as specified and as directed by the Engineer-in-Charge. |
| 3 | M&Lbrick work with sub class "B" old size bricks using old servicable bricks including cleaning of old bricks straight or curved on plan exceeding 6 meter mean radius built in cement mortar 1:6 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 separatally) |
| 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 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. |
| 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 stainlesssteel curtain rod 25mm dia having wall thickness 1.6mmfixed with and including stainless steeldecorative brackets, two lotto for each rod length at both endetcas in repair complete all as specified and as directed by the Engineer-in-Charge. |
| 13 | S & FPVC connections 15 mm sizewith PTMT nuts of length 600 mm as in repair 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 withcapstan head, 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 whitewith pedestal, flat back of size 550mmx400mmfixed on and including cast iron cantilever bracket, 32mm dia brass waste coupling chromium plated 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 syphonage 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 and flush pipe) including plastic water closet seat white closed pattern with flat bottom and cover and mild steel chromium plated or aluminium hinges deviceas in repaircomplete all as specified and as directed by the Engineer-in-Charge. |
| 28 | S & F vitreous china urinal, half stall type white (excluding flushing cistern, flush pipe)but including brass chromium plated spreader, PVC waste pipe , providing and fixing plugs, bedding urinal against wall in cement mortar 1:2, securing urinal to plugs with and including 60mm long brass screws, pointing around urinal back in cement,grating and union for discharge pipe. (exclusive of fixing supply pipe to flushing cistern, trap and waste pipe) complete all as specified and as directed by the Engineer-in-Charge. |
| 29 | 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. |
| 30 | Supply and fixing plastic water closet seat cover ,white closed pattern with recessed bottom, and cover and mild steel chromium plated or aluminised hinging device as in repair complete all as specified and as directed by the Engineer-in-Charge. |
| 31 | 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. |
| 32 | 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. |
| 33 | 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. |
| 34 | 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 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 | Supply and fixingwater storage tank, 500 ltr capacity, HDPE triple layer, white colour, conforming to IS, fixed and hoisted in position on staging or roof complete with locking arrangement including over flow pipe, air lock pipe, brass valve 20 mm 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. |
| 36 | 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 (minium weight-210 grm)complete all as specified and as directed by the Engineer-in-Charge. |
| 37 | 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. |
| 38 | Taking down chowkats or frames with shutterarea 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. |
| 39 | Taking down chowkats or frames with shutterareanot 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. |
| 40 | 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. |
| 41 | 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 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. |
| 42 | 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. |
| 43 | S & F solid PVC door frame of size 50mm x 47mm made out of 5mm prelaminated 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. |
| 44 | 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. |
| 45 | 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. |
| 46 | M & LPCC 1:3:6 type C1 using 20mm graded crushed stone aggregate as in holdfasts complete all as specified and as directed by the Engineer-in-Charge. |
| 47 | 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 |
| 48 | item No. 47 (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 quality and with 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. |
| 49 | S&F 150 mm long aluminium handle cast type anodised complete all as specified and as directed by the Engineer-in-Charge. |
| 50 | 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. |
| 51 | 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. |
| 52 | S & F butt hinges 100mm long of stainless steel medium weight complete all as specified and as directed by the Engineer-in-Charge. |
| 53 | S&Fmild steel 150 mm size Helical door spring complete all as specified and as directed by the Engineer-in-Charge. |
| 54 | S & F as in repair stainless steel grating cover 100 mm diacomplete all as specified and as directed by the Engineer-in-Charge |
| 55 | 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 |
| 56 | 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 measuared and paid for separately) |
| 57 | M&L for running welding in repairs thickness of metal to be welded not exc 6mm complete all as specified and directed by Engr-in-charge. |
| 58 | 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. |
| 59 | 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. |
| 60 | 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. |
| 61 | 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 |
| 62 | S&Fstainless steel wire cloths0.36 mm nominal dia of wire and averagewidth of aperature 1.40 mm and fixed with stainless steel wire staple complete all as specified and as directed by the Engineer-in-Charge. |
| 63 | S&F as in repar stainless steel wire cloths0.36 mm nominal dia of wire and averagewidth of aperature 1.40 mm and fixed with stainless steel wire staple complete all as specified and as directed by the Engineer-in-Charge. |
| 64 | 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. |
| 65 | 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 andinculding15mm thick screed bed in CM 1:6 complete all as specified and as directed by the Engineer-in-Charge. |
| 66 | M&LNon Skid coloured ceramic tiles joint freepremium/1st quality of same description as of floor tiles in serial item No.65 abovebut 100mm to 200mm 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. |
| 67 | M&L glazed ceramic coloured tiles joint free premium/1st quality in vertical surfaces/skirtings/dados of size 300x450 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. |
| 68 | M&Lvitrifiedceramicdouble charged light shade tiles 1st quality(square/rectengular), 10mm thick, area of each tile exceeding 0.36 sqm andnot exc 1.00 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. |
| 69 | M&Lvitrifiedceramic double charged light shade tiles 1st quality(square/rectengular), 10mm thick, of same description as of floor tiles in serial item No.68 abovebut 100mm to 200mm 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. |
| 70 | 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. |
| 71 | 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. |
| 72 | M &L 10mm thick vitrified coloured paver tiles (Endura Tiles) of size 300 x 300mm in floors etc set and jointed in neat cment slurry and pointed in white or coloured cement to match over and including 15mm thick screed bed in CM 1 :4 ,complete all as specified and as directed by the Engineer-in-Charge. |
| 73 | M & L providing 75 mm thick cement concrete 1:4:8 type D-2 using 40mm graded crushed stone aggregates as in sub baseand finished even and fair without using extra cement including form work where ever required complete all as specified and as directed by the Engineer-in-Charge. |
| 74 | 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. |
| 75 | 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.74abovebut 100mm to 200mm 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. |
| 76 | M & L 16 to 18 mm thick granite (of any type) work (table rubbed and polished) in horizontal surface of steps,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. |
| 77 | M & L 16 to 18 mm thick granite (of any type) work (table rubbed and polished) in vertical surface steps, jambs, pillars 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 10mm thick rendering in CM 1:4 incl rounding of front edge complete all as specified and as directed by the Engineer-in-Charge. |
| 78 | Demolition and breaking up drain pipes 75/100 mm dia, SGSW,AC, PVC, reinforced concrete pipe including fittings, in any positioncomplete all as specified and as directed by the Engineer-in-Charge. |
| 79 | 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) |
| 80 | 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. |
| 81 | 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) |
| 82 | 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. |
| 83 | Dismantling of 100/75 mm cast ironSGSW,AC, PVC, reinforced concrete pipe including fittings, 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. |
| 84 | 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. |
| 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 & F110mm bore PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches or in floorscomplete all as specified and as directed by the Engineer-in-Charge |
| 87 | 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. |
| 88 | 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. |
| 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 (Diecast) 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 Engr-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, govering 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 (fiber 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 center to center 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 center to center 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 center to center 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 fiber acoustical fleece. |
| 95 | S & F 5mm PVC hollow sheet (the thicknees 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 drawingcomplete all as specified and as directed by the Engineer-in-Charge. |
| 96 | Stone slabs and tiles of any description or thickness in floors , aprons etc. (Demolition Laid, bedded and pointed in any mortar) complete all as specified and as directed by the Engineer-in-Charge. |
| 97 | Material and labour for Marble work, Baroda green, 18-20mm thick, in one piece in width and length not less than 1.8 m (except in case of slab is more than 1.80 meter and less than 2.40 meter smaller size as approved by Engr-in-Charge may be used) table rubbed & polished in shelves etc including 15mm thick bedding layer in cement mortar (1:4) including pointing in white cement (1:2) using marble dust with admixture of pigment to match with marble including rounding of exposed edges and finally granite finish polishing with and including taking down the existing slab,complete all as specified and as directed by the Engineer-in-Charge. |
| 98 | S&F powder coated aluminium section (minimum thickness of powder coating 50 micron) forframe/shutter ofdoors,windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber/ neoprene gasket required (Fittings shall be paid for separately) with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS:1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing/paneling, C.P. brass/ stainless steel screwscomplete all as specified and as directed by the Engineer-in-Charge. Note : (a). Glazing shall be measured and paid separately; (b).Weight of aluminium sections shall be as per IS or actual weight which ever less shall be measured. (c). The rates quoted shall be inclusive of neoprene beading, glazing clips, jointing clips, screws, etc as required and the sameshall not be measured for arriving the weight; (d). The rates shall be inclusive of locking arrangement including complete packing with silicon gel alround contacting surface of aluminium framework andincluding matching the existing surface area complete all as specified and directed. |
| 99 | S&F fixed side hung type without sash bar window, ventilator shutter made from powder coated aluminium section (minimum thickness of powder coating 50 micron) comprising of the following sections,including the cost of EPDM rubber/ neoprene gasket required (fittings shall be paid for seperatly) with extruded built up standard tubular sectionsof approved make conforming to IS: 733 and IS:1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, aluminium snap beading for glazing/paneling, C.P. brass/ stainless steel screwscomplete all as specified and as directed by the Engineer-in-Charge:- (a) Window frame 101.6mm x 44.45mm x 2.10mm thick (b) Window shutter top bottom and sides 47.62mm x 44.45mm x 1.95mm thick (c) Mullionbottom 53mm x 52mm x 2.00mm thick (d) Glazing clip weighing not less than 0.097Kg/matre Note : (a). Glazing/wire mesh shall be measured and paid separately; (b).The rates quoted shall be inclusive of neoprene beading, glazing clips, jointing clips, screws, etc as required. (c). The rates shall be inclusive of locking arrangement including complete packing with silicon gel alround contacting surface of aluminium framework andincluding matching the existing surface area complete all as specified and directed. |
| 100 | S&F powder coated aluminium section (minimum thickness of powder coating 50 micron) forframe/shutter ofdoors,windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber/ neoprene gasket required (Fittings shall be paid for separately) with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS:1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing/paneling, C.P. brass/ stainless steel screwscomplete all as specified and as directed by the Engineer-in-Charge. Note : (a). Glazing shall be measured and paid separately; (b).Weight of aluminium sections shall be as per IS or actual weight which ever less shall be measured. (c). The rates quoted shall be inclusive of neoprene beading, glazing clips, jointing clips, screws, etc as required and the sameshall not be measured for arriving the weight; (d). The rates shall be inclusive of locking arrangement including complete packing with silicon gel alround contacting surface of aluminium framework andincluding matching the existing surface area complete all as specified and as directed by the Engineer-in-Charge. |
| 101 | M&Las in repair12 mm thick prelaminated partical board interior grade prelaminated both side with decorative choice lamination fixed with screw to timber frame work/aluminium frame workcomplete all as specified and as directed by the Engineer-in-Charge. |
| 102 | Material and labourfigured glass 4mm thick ordinary quality, frosted on one side and fixed to aluminium door with glazing clips, rubber gasketetc in square n exc 0.5 sqm in each panecomplete all as specified and as directed by the Engineer-in-Charge. |
| 103 | Supply and fixing 5.5 mm thick tinted glass, selected quality,in square exc 0.5 sqm area and fixed to aluminium door/window/ ventilator with glazing clips, rubber gasketetc complete all as specified and as directed by the Engineer-in-Charge. |
| 104 | S & F anodised aluminium grill (anodized transparent or dyed to required shade according to IS: 1868 with minimum anodic coating of grade AC 15) of approved design/ pattern, with approved standard section and fixed to thewindow frame with C.P brass/ stainless steel screws @ 200 mm center to center, including cutting the grill to proper opening size for fixing and operation of handles and fixing approved anodized aluminium standard section around the opening, complete all as specified and as directed by the Engineer-in-Charge. |
| 105 | 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. |
| 106 | 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. |
| 107 | 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. |
| 108 | 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. |
| 109 | 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. |
| 110 | M & L one mm thick wall care putty white cement based in two or more coats to achive smooth surface overprepared surface complete all as specified and as directed by the Engineer-in-Charge. |
| 111 | Preparationof putty surfaces andapplying two coats of oil bound distemperwith painting roller over prepared surfaces ofwalls pillars, cornices etc. complete all as specified and as directed by the Engineer-in-Charge. |
| 112 | M & L preparation of putty surfacesand applying twocoats of plastic emulsion paint on interior surfaceswith painting roller over prepared surfaces of the walls, pillars, cornices etc. complete all as specified and as directed by the Engineer-in-Charge. |
| 113 | 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 coats of 100% premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted)complete all as specified and as directed by the Engineer-in-Charge. |
| 114 | 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. |
| 115 | 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. |
| 116 | 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. |
| 117 | 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. |
| 118 | Supply only water proofing compound complete all as specified and as directed by the Engr-in-charge. |
| 119 | Dismantling asbestos cement (corrugated, semicorrugated, etc.) sheets in roof coverings including ridges complete all as specified and as directed by the Engineer-in-Charge. |
| 120 | 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. |
| 121 | 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. |
| 122 | S & FPre-painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick having zinc coating 150 gm per sqm (Az 150) of any colour having tensile strength of 550 Mpaas in roof covering/cladding to wall, fixed with self tapping screwscomplete all as specified and as directed by the Engineer-in-Charge. |
| 123 | S & FPre-painted galvalume aluminum zinc coating GI based plain steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa having zinc coating 150gm per sqm (Az 150) coating as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified and as directed by the Engineer-in-Charge. |
| 124 | Removing old tar felt, all loose dirt, cement plaster, cleaning the concrete surface including removal & cleaning of vegetation, fungus,moss small trees etc from the roof top with wire brush,picking, sweeping clean and washing down with water to remove dust etc. andapplying neat cement slurry @ 3.00 kg /sq.m complete all as specified and as directed by the Engineer-in-Charge. |
| 125 | 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. |
| 126 | Material & Labour for providing and laying 3mm thick APP (atactic polypropylene polymer) modified prefabricated five layer weight not less than 3.60 kg /Sqm water proofing membrane black finish reinforced with non woven polyster matt and consisting of a coat bitumious primer @ 0.40 ltr /Sqm by the same membrane manufactures of density 0.87 to 0.89 kg/ltr at 25 degree centegrate temprature andviscosity 70-160 cps over the primer coat with overlap of 100mm at theside and 150mm at the end, the layer membrane shall be laid using butane gas torch and sealing all joints etc after preparing the surface complete as per standred practice as per manufacture"s instructions . The vital physical and chemical parameters of themembrane shall be under ;- (i) Joint strength in longitudinal and transverse direction at 23 degree centegrateat 650/ 450 N /5 cms (ii) Tear strength in longitudinal and transverse direction at 300/250N/5 cms. Softing point of membrane not less then 150 degree centegrate when tested in accordance with ASTM (d-5147) (iii) The laying of membrane shall be got down through the authorised applicator of manufactures of membrane onlycomplete all as specified and as directed by the Engineer-in-Charge. |
| 127 | M & L applying a coat of solar reflective aluminium paint @ 0.11 kg per sqm on APP membrane surfaces complete all as specified and as directed by the Engineer-in-Charge. |
| 128 | Note:-Amount of credit ofRs. 1,03,955.00 for retrieved materials is mentioned in Schedule of Credit Page No. 41 & 42 of 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
