Military Engineer Services-MES has published Tender For Petty Repairs/Day To Day Maint Work Including Repair/Replacement To Joinery, Plumbing, Sanitary, Plastering And Other Allied Connected Building. Repair Works In Offrs Md Accn & Otherareaof Sec ‘A’ Of Age B/R–Ii Under (North) Ambala Cantt.. Submission Date for this Tender is 07-12-2023. Building Work Tenders in ambala Haryana. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 30-Nov-2023 | Bid Auto Extn Corrigendum | Bid Auto Extn Corrigendum | 07-12-2023 |
| 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 | 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), in half brick thick wall complete all as specified and as directed by the Engineer-in-Charge. |
| 4 | M & Ltaking down cement or cement lime plaster of any description on brick or stone walls etc including racking out joints, hacking for key scrubbing down with water etc complete all as specified and as directed by the Engineer-in-Charge |
| 5 | Material and labour 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. |
| 6 | Material and labour 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 | Material and labour rendering 05 mm thick on fair faces of brick work or concrete ceilingsurfaces in cement mortar 1:3 andfinishedeven and smooth without using extra cement complete all as specified and as directed by the Engineer-in-Charge. |
| 8 | M&L rough cast plaster complete as specified in SSR Part-I, clause 14.22 shall consisting of following:- firstly apply under coat in cement mortar 1:4 not less than 10 mm thick and while still it is in plastic state the rough cast mixture consisting of crushed stone or fine gravel agg. which is generally of size between 6 to 12 mm depending on texture required mixed with coarse sand and cement in the ratio 1:1:1 shall be applied, complete all as specified and as directed by the Engineer-in-Charge. |
| 9 | M & L preparing new plastered/unplastered surfaces and applyingtwo coats of cement base paint on surfaces of walls, chajjas, roof projection complete all as specified and as directed by the Engineer-in-Charge. |
| 10 | M&L preparation of newly plastered/ unplastered surfaces of walls and applying two coats of oil bound distemperwith painting roller over and including a coat of alkali resistent primer and applying1mm to 2mm thick wall care puttycomplete all as specified and as directed by the Engineer-in-Charge. |
| 11 | M & L preparing new plastered/unplastered surfaces and applyingthree coats of white lime wash on surfaces of ceiling, chajjas, roof projection complete all as specified and as directed by the Engineer-in-Charge. |
| 12 | S & F in repair mild steel powder coated wooden finishcurtain rod 25mm dia having wall thickness1.6mm fixed with and including decorative brackets ,stop roller and glass at the endetc complete all as specified and as directed by the Engineer-in-Charge. |
| 13 | S & F as in repairPVC connections 15 mm sizewith PTMT nuts of length 600 mm complete all as specified and as directed by the Engineer-in-Charge. |
| 14 | Taking up or down 20mm bore steel tubing and connections, including cleaning for refixing or removal to store complete all as specified and as directed by the Engineer-in-Charge |
| 15 | Taking up or down 15mm bore steel tubing and connections, including cleaning for refixing or removal to store complete all as specified and as directed by the Engineer-in-Charge |
| 16 | M & L galvanised iron tubing 15mm bore medium grade with all fittings and fixed complete to walls and ceilings or laid in floors complete all as specified and as directed by the Engineer-in-Charge. |
| 17 | M & L galvanised iron tubing 20 mm bore medium grade with all fittings and fixed complete to walls and ceilings or laid in floorscomplete all as specified and as directed by the Engineer-in-Charge. |
| 18 | S&F bib taps 15mm bore fancy type brass chromium platedwith capstan head, 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 chromium plated fancy type stop valves, screwed 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 brass chromium plated tubular towel rail, 20mm dia, D type, 60cm long between flanges as in repair complete all as specified and as directed by the Engineer-in-Charge |
| 23 | S & F 15mm bore cast copper alloy angular type chromium plated stop valves, screwed 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. |
| 24 | S & Fvitreous china wash hand basin white, flat back of size 550mmx400mm with pedestal fixed on and including cast iron cantilever bracket, 32mm dia brass waste coupling and 32 mm dia PVC waste pipe including fixing ofwaste fitting etc as in repair complete all as specified and as directed by the Engineer-in-Charge. |
| 25 | S & F vitreous china squatting pan, Orissa pattern, of size 580 mm x 440 mm white with integral foot rest complete including provn of cement concrete bedding and connection to trap, outgoing flushing pipe, anti 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 as in repair 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. |
| 28 | Supply and fixing vitreous china wash down water closet pan (pedestal pattern), white (excluding fixing bolts, flushing cistern)including plastic water closet seat white closed pattern with flat bottom and cover and mild steel chromium plated or aluminium hinges device and brass chromium plated Jet spray with PVC pipe andcomplete accessories as in repaircomplete all as specified and as directed by the Engineer-in-Charge. |
| 29 | Supply only 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 complete all as specified and as directed by the Engineer-in-Charge. |
| 30 | 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 |
| 31 | Supply only plastic water closet seat cover ,white closed pattern with recessed bottom, and cover and mild steel chromium plated or aluminised hinging device complete all as specified and as directed by the Engineer-in-Charge. |
| 32 | Supply only 32 mm dia PVC waste pipe of standard length for wash hand basin / Kitchen sink etc complete all as specified and as directed by the Engineer-in-Charge. |
| 33 | 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. |
| 34 | Supply and fixing water 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 mmdia 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 | Disconnecting existing tanks, setting aside (or lowering if required) for repairs, cleaning, etc. and hoisting if required reconnecting and re-fixing in position, cleaning repairing etc exceeding 500 ltrs and not exceeding 1000 ltrs complete all as specified and as directed by the Engineer-in-Charge. |
| 36 | Supply only 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. |
| 37 | Supply only 20mm boreball valves high pressure of PTMT with epoxy coated aluminium rod & high density plastic ball screwed for iron pipe and fixed. (Minimum weight 20 mm - 210 gms)complete all as specified and as directed by the Engineer-in-Charge. |
| 38 | 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. |
| 39 | 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. |
| 40 | 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. |
| 41 | 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. |
| 42 | Taking down shutters of any description areaexc 1.00 sqm and not exc 2.00 Sqm each and removing the same from site complete all as specified and as directed by the Engineer-in-Charge |
| 43 | 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. |
| 44 | 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. |
| 45 | 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. |
| 46 | 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. |
| 47 | 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. |
| 48 | M & LPCC 1:3:6 type C1 using 20mm graded crushed stone aggregate as in holdfasts, filing in pressed steel frames etc.complete all as specified and as directed by the Engineer-in-Charge. |
| 49 | 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 |
| 50 | item No. 49 (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. |
| 51 | S&F box type using ERW hollow "P" section of size 60 x 25mm made from 1.25 mm thick MS sheetventilators fixed type with glazing barincluding 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. |
| 52 | S&F 150 mm long aluminium handle cast type anodised complete all as specified and as directed by the Engineer-in-Charge. |
| 53 | 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. |
| 54 | 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. |
| 55 | S & F butt hinges 100mm long of stainless steel medium weight complete all as specified and as directed by the Engineer-in-Charge. |
| 56 | S&F mild 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. |
| 57 | Supplyonly as in repair mildsteel butt hinges 100 mm longmedium weightcold rolledcomplete all as specified and as directed by the Engineer-in-Charge. |
| 58 | Supplyonly as in repairmildsteel butt hinges 75 mm longmedium weightcold rolledcomplete all as specified and as directed by the Engineer-in-Charge. |
| 59 | Supplyonly 150 mm long aluminium anodised barrel tower boltsof extruded sectioncomplete all as specified and as directed by the Engineer-in-Charge. |
| 60 | Supplyonly100 mm long aluminium handle fabricatedtype anodisedcomplete all as specified and as directed by the Engineer-in-Charge. |
| 61 | Supplyonly300mm 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 alloyscomplete all as specified and as directed by the Engineer-in-Charge. |
| 62 | Supplyonlyas in repair stainless steel grating doom 100 mm diawith or without waste holecomplete all as specified and as directed by the Engineer-in-Charge |
| 63 | Supplyonlyas in repair waste fittings, 32 mm dia brass,chromium plated for glazed ware sinks, basins, etc. with long screwed shanks and fly-nutscomplete all as specified and as directed by the Engineer-in-Charge. |
| 64 | Supplyonlyas in repair waste fittings, 38 mm dia brass,chromium plated for glazed ware sinks, basins, etc. with long screwed shanks and fly-nuts, flange complete all as specified and as directed by the Engineer-in-Charge. |
| 65 | 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 |
| 66 | 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 |
| 67 | Taking downand refixing of steel door shutter exceeding 1.00 sqm but not exceeding 2.00 Sqm each including cutting, welding and adjusting as per openingcomplete all as specified and as directed by the Engineer-in-Charge |
| 68 | 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. |
| 69 | 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. |
| 70 | 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. |
| 71 | 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. |
| 72 | 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 |
| 73 | Supplyand fixinggalvanised mild steel wire cloths0.56 mm nominal dia of wire and averagewidth of aperature 1.18 mm and fixed with tinned tack or galvanised wire staple complete all as specified and as directed by the Engineer-in-Charge. |
| 74 | Supplyand fixinggalvanised mild steel wire cloths0.56 mm nominal dia of wire and averagewidth of aperature 1.18 mm and fixed with tinned tack or galvanised wire staple as in repair complete all as specified and as directed by the Engineer-in-Charge. |
| 75 | 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. |
| 76 | M&LNon Skid coloured ceramic tiles joint 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. |
| 77 | Material and labour glazed ceramic coloured tiles joint free 1st quality in vertical surfaces/ skirtings/dados of size 450x300x7mm thick/300 x 600 x 7 mm thickor nearest size as required , 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. |
| 78 | M&L double charged light shade vitrifiedtiles premium quality joint free 10 mm thick (square/ rectangular) area of each tiles notexc 0.36 Sqmin floor etc set and jointed in neat cement slurry and pointed in white or colour cement to match the surface over and including screed bed or bedding layer 15mm thick inCM 1:6 complete all as specified and as directed by the Engineer-in-Charge. |
| 79 | M&L double charged light shadevitrifiedtiles premium quality joint free 10 mm thick (square/ rectangular) cut from tiles having area of each tiles notexc 0.36 Sqmin skirting etc set and jointed in neat cement slurry and pointed in white or colour cement to match over and including 10mm thick rendering in CM 1:4complete all as specified and as directed by the Engineer-in-Charge. |
| 80 | 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. |
| 81 | Demolition ofcement concreteof any description and in any position and removal the rubbish/ demolished material outside defence land, complete all as specified and as directed by the Engineer-in-Charge. |
| 82 | 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. |
| 83 | M & L providing 75 mm thick cement concrete 1:4:8 type D-2 using 40mm graded crushed stone aggregates as in sub basefloorand finished even and fair without using extra cement complete all as specified and as directed by the Engineer-in-Charge. |
| 84 | 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. |
| 85 | 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. |
| 86 | S & F 110mm bore PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches or in floor complete all as specified and as directed by the Engineer-in-Charge. |
| 87 | S&FPVC(SWR)bends of any radius, for 110mm bore pipes,complete all as specified and as directed by the Engineer-in-Charge. |
| 88 | S & F 75mm bore PVC (SWR) pipes single socketed, in any length with rubber ring joints,fixed to walls complete all as specified and as directed by the Engineer-in-Charge |
| 89 | S & F 75mm bore PVC (SWR) bends of any radiuscomplete all as specified and as directed by the Engineer-in-Charge. |
| 90 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth for foundation, etc or for shafts, wells, manholes etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in soft/ loose soil complete all as specified and as directed by the Engineer-in-Charge. |
| 91 | 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). |
| 92 | S & F 110mm bore PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches plete all as complete all as specified and as directed by the Engineer-in-Charge |
| 93 | 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. |
| 94 | Removing surplus excavated material to a distanceexceeding 250mand not exceeding 500mand depositingcomplete all as specified and as directed by the Engineer-in-Charge. |
| 95 | M & LprecastRCC 1:2:4 type B1 using 20mm graded crushed stone aggregate as in landings, cover slabs (for manholes etc.) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces set in CM 1:4 complete with joints to match, except blocks or slabs complete all as specified and as directed by the Engineer-in-Charge. |
| 96 | 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 . |
| 97 | Dismantling asbestos cement (corrugated, semicorrugated, etc.) sheets in roof coverings complete all as specified and as directed by the Engineer-in-Charge. |
| 98 | Dismantiling timber framed work scantling 40sqmcm and over in section in any position complete all as specified & directed by the Engr-in-Charge. |
| 99 | 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. |
| 100 | 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. |
| 101 | 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. |
| 102 | Demolition of cement concrete (un-reinforced) in ground floors and pavings not exc 15 cm thickness (below or above ground level) and removal of the rubbesh/demolished material outside defence land complete all as specified and as directed by the Engineer-in-Charge. |
| 103 | Dismantling Brick tiles or terracing tiles, single layer on roofs complete all as specified and as directed by the Engineer-in-Charge. |
| 104 | Demolition of mud in roofs, any thickness, including plastering and leeping (whether full thickness removed or only a part thereof) complete all as specified and as directed by the Engineer-in-Charge. |
| 105 | Taking downold tar felt including plaster from roof including cleaning of old concrete roof by roughening, picking, sweeping, clean and washing down with water to remove dust etc.complete all as specified and directed by Engineer-in-Charge. |
| 106 | Material and labour brushing neat cement slurry with 3.0 kg of cement per square metre complete all as specified and as directed by the Engineer-in-Charge |
| 107 | M & Lproviding cement concrete 1:2:4 type B1 using 20mm graded stone aggregate as in roof kerbs, mud stops, paddingand 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. |
| 108 | M & L cutting out cracks to V-section in existing roofs or terracing, cleaning out and filling solidly with a hot mixture of bitumen and clean dry sand 1:1 (by weight)complete all as specified and as directed by the Engineer-in-Charge. |
| 109 | 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 shell 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. |
| 110 | M & Lcement concrete tiles 30 cm x 30cm x 20 mm thick, 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. |
| 111 | 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. |
| 112 | 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. |
| 113 | Attending and rectify day to day complaints related to water supply & plumbing work such as leakage of bib cock, pillar cock, stop cock, stop cock (concealed), angle valve, gate valve, wall mixer, shower roses, health faucet /Jet sprays etc, including removal of air lock/blockage of water in GI tubing of any description, changing the washers, clearing of air lock in the pipe, leaking low level or high level flushing cistern by adjusting the float valve including removal and replacement of rubber washer in PVC siphons, adjusting the float valve of over head tanks, leaking PVC bends/galvanised iron pipesincluding M-seal, screws, nails, check nuts etc required for rectifing the complaints complete all as specified and directed. Note : All T&P such as die set, washers of all size, teflon tape, M–seal, screws, nails, check nuts, spindle, capandthe like incl necessary form work and scaffolding upto 3rd floor and safety measures to make functional and leak proof 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. |
| 114 | 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) |
| 115 | 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. |
| 116 | Note for Item No. 112 to 115:- (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. |
| 117 | Note:-Amount of credit ofRs. 91,465.00 for retrieved materials is mentioned in Schedule of Credit Page No. 39 & 40 of tender documents in pdf form which will be deducted offline while acceptance of tender. |
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