Military Engineer Services-MES has published Construction Of New Additional Living Barrack For Troops ( For 20 Persons ) Under Age B / R-Ii ( N ) At Ambala Cantt. Submission Date for this Tender is 25-08-2022. Building Work Tenders in ambala Haryana. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 08-Aug-2022 | Amd BOQ | BOQ | 18-08-2022 |
| 2 | 18-Aug-2022 | Bid Auto Extn Corrigendum | Bid Auto Extn Corrigendum | 25-08-2022 |
| Sl. No. | Item Description |
| 1 | Schedule "B" Part-I (itmes) Excavation in trenches, notexc 1.5 m wide and not exc 1.5 m in depth for foundation etc or for shafts, wells, manholes etc. not exc 10 sqm on plan and not 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. |
| 2 | 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. |
| 3 | Removing ofexcavated material to a distance not exc 50 m and depositing at a level not exc 1.5 m above the starting point complete all as specified and as directed by the Engineer-in-Charge. |
| 4 | M & L PCC 1:4:8 Type D2 using 40mm graded crushed stone aggregate as in foundations, filling and mass concrete complete all as specified and as directed by the Engineer-in-Charge. |
| 5 | M & L sand filling under floor or in foundation including watering and consolidation complete all as specified and as directed by the Engineer-in-Charge. |
| 6 | M&L for brick work with pulverized fuel ash lime bricks non modular of size 230mm x 110mmx 70mm and class designation 10, 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. |
| 7 | M&L for brick 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. |
| 8 | M & L damp proof course to horizontal or vertical surfaces including necessary formwork, 40mm thick, in cement concrete 1:2:4 type B0 using 12.5mm graded crushed stone aggregate complete all as specified and as directed by the Engineer-in-Charge. |
| 9 | M&L formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter flat rough finished surfaces of concretecomplete all as specified and as directed by the Engineer-in-Charge. |
| 10 | Formwork to sides of pillars, posts,struts, piers, columns and stanchions flat rough finished surfaces of concrete complete all as specified and as directed by the Engineer-in-Charge. |
| 11 | M & L formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressum-mers, lintels, cantilevers, shelves including supports overhangs etc, also splays between floors and beams, etc., work in rough finished flat surfaces of concrete complete all as specified and as directed by the Engineer-in-Charge. |
| 12 | 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. |
| 13 | Formwork to chajjas, shelves and the like including edgesfor rough finished surfaces of concrete flats complete all as specified and as directed by the Engineer-in-Charge |
| 14 | 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 |
| 15 | M & L reinforced cement concrete M-25 (Design mix)using 20mm graded crushed stone aggregates as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and as directed by the Engineer-in-Charge. |
| 16 | M&L reinforced cement concreteM-25 (Design Mix) using 20mm graded crushed stone aggregate as inpillars, posts,struts, piers, columns and stanchionscomplete all as specified and as directed by the Engineer-in-Charge. |
| 17 | M&L reinforced cement concreteM-25 (design Mix) using 20mm graded crushed stone aggregate in beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified and as directed by the Engineer-in-Charge. |
| 18 | M & L RCC M-25 (design mix) using 20mm graded crushed stone aggregates as in slabs 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. |
| 19 | M & L RCC M-25 (design mix) using 20mm graded crushed stone aggregates as in chajjasand the like complete all as specified and as directed by the Engineer-in-Charge. |
| 20 | M<MT steel 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. |
| 21 | M<MT steel bars 8mm 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. |
| 22 | M<MTsteel bars 5mm dia and over up to and including 10mm dia in stirrups, spacers etc, 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. |
| 23 | M&L broken bricks hardcoreof gauge not exc 63mm, deposited , spread and levelled in layers n exc 15cm thick, watered and rammed to a true surface complete all as specified and as directed by the Engineer-in-Charge. |
| 24 | M & L providing 75 mm thick cement concrete 1:3:6 type C-2 using 40mm graded crushed stone aggregates as in plinth protection laid in alternatebays (n exc 2 Sqm each )and finished even and smooth without using extra cement and providing jointsthroughout the thickness of the plinth protection filled with mastic filling comprising one part of bitumen 85/25 grade and three parts of sand by weight including form work complete all as specified and as directed by the Engineer-in-Charge. |
| 25 | 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 bemeasured and paid for separatally) |
| 26 | Supply only water proofing compound complete all as specified and as directed by the Engineer-in-Charge. |
| 27 | 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 1:3 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. |
| 28 | M&Lrendring 15mm thick in cement plaster 1:6 on any faces of brick work or concrete wallsurfaces andfinished even and fair without using extra cement complete all as specified and as directed by the Engineer-in charge. |
| 29 | M&L rendering 5 mm thick on fair faces of brick work or concrete ceiling surfaces in cement mortar 1:3 andfinishedeven and smooth without using extra cement complete all as specified and as directed by the Engineer-in-Charge. |
| 30 | M&L preparing new plastered surfaces and applyingtwo coats of oil bound distemper with painting roller over a coat of alkali resistant primercomplete all as specified and as directed by the Engineer-in-Charge. |
| 31 | M&L preparing new plastered surfaces and applyingtwo coats of cement base paint on surfaces of walls complete all as specified and as directed by the Engineer-in-Charge. |
| 32 | M & L preparation of newlyplastered / un--plastered surfaces of ceiling andapplying three coats of whitelime wash over prepared surfaces of ceilingcomplete all as specified and as directed by the Engineer-in-Charge. |
| 33 | M&L rolled mild steel framed work as in chowkats of 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 fixing conforming to Fe-410-(Gde E-250) quality "A" complete all as specified and as directed by the Engineer-in-Charge. |
| 34 | 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. |
| 35 | 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. |
| 36 | S&Fgalvanised 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. |
| 37 | S&F 150 mm long aluminium anodised barrel tower boltsof extruded section and fixed complete all as specified and as directed by the Engineer-in-Charge. |
| 38 | S & F cold rolled mild steel butt hinges 100mm longmedium weight complete all as specified and as directed by the Engineer-in-Charge. |
| 39 | S&F 150 mm long aluminium handle cast type anodised complete all as specified and as directed by the Engineer-in-Charge. |
| 40 | 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. |
| 41 | S & F 2nd class hardwood small fittings such as brackets of any type, latch and hinge blocks, shapped door and window stops and the like, including all necessary labours; articles n exc 200 cu. cm each including 50mm long cold rolled mild steel butt hinges medium weight complete all as specified and as directed by the Engineer-in-Charge. |
| 42 | M & L preparation of new wooden surfaces of any description, not otherwise dscribed, over 10 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. |
| 43 | 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 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 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. |
| 44 | S & F mild steelbands, straps, supports or stays for rainwater, ventilating pipes, including bolts, if required, hooks (stay), heavy, for large gates, hook and pintle hinges, large hasps and staples, chains, hand made sliding bolts, clamps, hold fasts, wall ties, hooks for hanging fans, plain angle cleats for securing purlins to wood trusses or rafters, knee piece inserts, two way and three way straps, plate washers and similar small articles conforming to Fe 290 Gde-E-165 complete all as specified and as directed by the Engineer-in-Charge. |
| 45 | M & L preparation of new steel surfaces of any description, not otherwise dscribed, over 10 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. |
| 46 | M & L75 mm thick PCC 1:4:8 Type D-2 using 40mm graded crushed stone aggregate as in sub base of floor/ hard standing etc and finished even and fair without using extra cement complete all as specified and as directed by the Engineer-in-Charge. |
| 47 | M & L25 mm thick PCC 1:2:4 Type D-0 using 12.5mm graded crushed stone aggregate as in sub base of floor etc and finished even and fair without using extra cement complete all as specified and as directed by the Engineer-in-Charge. |
| 48 | M&LNon-skid ceramic coloured tiles joint free 1st quality(square/rectangular) 7 to 8 mm thick, area of each tile exc 0.11 sqm but not exc 0.18 sqm as in floors, 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. |
| 49 | M&L glazed ceramic coloured tiles joint free 1st quality in vertical surfaces/skirtings/dados of size 450x350x7mm thick or nearest size, 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. |
| 50 | S & F 110mm bore PVC (SWR) pipes single socketed, in any length with rubber ring joints, fixed to wallcomplete all as specified and as directed by the Engineer-in-Charge. |
| 51 | M & L preparingsurfaces ofRCC roof slab by sweeping clean and washing down with water to remove dust etc and applyingneat cement slurry with 3.0 kg of cement per square metre complete all as specified and as directed by the Engineer-in-Charge. |
| 52 | 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. |
| 53 | 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. |
| 54 | 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. |
| 55 | Schedule "B" Part-II (E/M itmes) Material and labour for point wiring with 1.50 Sqmm single core PVC insulated , unsheathed cable FRLS-H, 1100 volt grade with multi stranded copper conductor drawn through and incuding medium grade, ISI marked, PVC conduit not less than 20 mm dia with accessories, concealed on wall surfaces andceiling surfacesand incuding provision of 1.50 Sqmm single core PVC insulated , unsheathed cable FRLS-H, 1100 volt grade with multi stranded copper conductorgreen colour as earth continuity conductor and connected to common earth dolly with suitable size of lugs, including mild steel sunken box or pressed steel terminal boxes modular type of size/modules as required at site with earth dolly(boxesshall be galvanised or painted with two coats of anti corrosive paint over a coat of red oxide primer bothinternally and externally) including provision of new covered plate over sunken box for housing themodular switches , modular socket outlets,modularfan regulators etc.for one light/fan/exhaust fan point controlledby one way switch,complete all as specified and as directedby Engineer-in-Charge. Note :-a) .All chases will be cut by chase cutter only b) Switch, socket outlet and fan regulators to be measured and paid forseparately . |
| 56 | Description same allas per item No. 55 but for One 3 pin 5 Amps socket outlet controlled by one switch on same board,complete all as specified and as directedby Engineer-in-Charge. |
| 57 | Description same all as per item No.55but for One 3 pin, 5 Amps, socket outlet controlled by one switch on independent board,complete all as specified and as directedby Engineer-in-Charge. |
| 58 | Description same all as per srl item No 55 here-in-before but for one socket outlet 15 Amp with 2.50 sq mm PVC insulated, unsheathedcable FRLS-H, 1100 volt grade ISI marked with multi stranded copper conductor along with 2.50 sqmm PVC insulated , unsheathed cable green colour FRLS-H, 1100 volt grade ISI marked with multi stranded copperwire as earth continuity conductor connected to common earth dolly complete all as specified and as directed by the Engineer-in-Charge. |
| 59 | Supply and fix modular switch 1 module, single pole, one way 6 Amps flush type, 230 voltscomplete all as specified and as directedby Engineer-in-Charge. |
| 60 | Supply and fix modular switch 1 module, single pole, one way 16 Amps flush type, 230 voltscomplete all as specified and as directedby Engineer-in-Charge. |
| 61 | Supply& fixmodular socket outlet2/3 pin combined,6 Amp, one way, two module, 230 voltscomplete all as specified and as directedby Engineer-in-Charge. |
| 62 | Supply& fixmodular socket outlet3/3 pin combined, (6pin), 6/16 Amp, one way, two module, 230 voltscomplete all as specified and as directedby Engineer-in-Charge. |
| 63 | S&F electronic Fan regulator modular 100 watt, 2 module, 230 volts , 50 Hz, AC supply suitable for ceiling fan any type/make/sweep complete all as specified and as directed by the Engineer-in-Charge. |
| 64 | Supply and fix ceiling rose surface type 2/3 terminalpolycarbonate, isolated body complete all as specified and as directed by the Engineer-in-Charge. |
| 65 | Supply and fixceilingfans, AC, single phase, 230 V, 50 Hz, copper wounded of 1200 mm sweep having service value more than or equal to6 with BLDC technology , max power inputup to 35 watt, copper wire induction motor with 5 star BEE ratings, complete along with canopy cover, down rod, "U" clamp, 3 core PVC flexible cable 1sqmm for making connection of fan and hanging the fan in clamp,connecting with existing electrical connection all as specified and as directed by Engr-in-charge. Note ; -MES No shall be written by the contractor with permanent marker over ceiling fan of specified size and colour and quoted rateshall be deemed to be included of this element. |
| 66 | Supply and fix MCB SP, 6-32 Amps, 240 volt,10 KA ,"C" curve complete all as specified and as directed by the Engineer-in-Charge. |
| 67 | Supply and fix MCB SPN, 32 Amps, 240 volt,10 KA ,"C" curve complete all as specified and as directed by the Engineer-in-Charge. |
| 68 | Supply and fix sheet metal MCB DB SPN 8 way with 200 Amps rated bus bar single pole and neutral with acrylic double door IP-43 fixed on wall duly grouted in solid block wall or on wooden board in and including copper lugs/thimbles duly crimped for connection complete all as specified and as directed by the Engr-in-charge. |
| 69 | S & laying sub main wiring with two run of 4 sqmm PVC insulated , unsheathed cable FRLS-H,1100 volts grade ISI marked with multi stranded copper conductor and one run of 4 sqmm PVC insulated , unsheathed cable FRLS-H, 1100 volt grade ISI markedmulti stranded copper conductor as earth continuty conductor connected to common earth dolly including concealed on wall/ceiling surfaces in PVC conduit medium gradeISI marked of adequate size for housing the wirescomplete all as specified. Note: (i) Thimble/lugs of rating of MCB should be used with wire for fixing in the MCB.(ii) Three runs of cable and one run of PVC conduit shall be measured and paid as one unit length. |
| 70 | Supply and fixing indoor decorative surface mountingLED tube light fitting battentype18/20 watt with opal diffuser, high efficient aluminiumhousing body suitable for LED tube,AC 220-240 volts, 50 Hz and including 18/20 Watt LED tube rod luminaries environment friendly, high efficient, T8 with aluminium extrusion heat sinkconnecting with copper conductor flexible cablefrom ceiling rose to connector of the light complete all as specified and as directedby Engineer-in-Charge. |
| 71 | S&FLED Bldg Security Light Fittings of capacity 35 watt made up of die castaluminiumhousing with black epoxy powder coating with cover heat resistance glass safety input voltage range 170 to 270 volts, industrial model with IP-65 protection and other connected accessories including service bracket of GI pipe 32 mm bore medium grade of length 0.9 mtr with MS clamps, bolts, nuts, and washers and suitable reducer for connecting fitting to GI pipe as required at site and two coats ofsynthetic enamel paintoverone coat of red oxide primer on mild steel work and making electrical connection,complete all as specified and as directed by the Engineer-in-Charge. |
| 72 | Material & labourfor earthing complete with galvanised steel earth plate electrode 600x600x6 mm thick buried directly in ground (earth pit not less than 2.25m deep below the ground level) with top edge of the plate not less than 1.5mtr below the normal ground level connected to galvanised earthwire 4mm dia by means of bolts, nuts, check nuts and washers of galvanised iron.Earth strip protected by GI pipe 15mm bore(medium grade) and connected to earthing test pointas directed and as specified and shown in electrical plate No. 3 of SSR Part I (2009) including necessary concrete pit in PCC (1:3:6) type C1, pre-cast RCC (1:2:4) type B1 cover slab 40 cm x 40cm x 5cm reinforced with 8mm dia TMT bars @ 15cm c/cboth ways with one handle for liftingmade out of 8mm dia bar, funnel, wire mesh, 20mm dia GI pipe medium grade for watering, charcoal or coke and salt in alternate layers including necessary excavation and earth work in any type of soil and testing complete all as directed by Engineer-in-Charge and earth testing on completion . |
Copyright © 2024 · All Rights Reserved. Terms of Usage | Privacy Policy
For Tender Information Services Visit : TenderDetail
