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| 1 | Item Rate BoQ BoQ_Ver3.0 Item Rate Normal INR Only INR Select, Excess (+), Less (-) Less (-) Tender Inviting Authority : Garrison Engineer Kapurthala Name of Work : Repairs to barbed wire, chain link fencing, security wall, hardstanding, dain, sewage line septic tank including smart periodical at Jandiala Guru and Suri enclave under GE Kapurthala Contract No : GE KPT- /2026-27 Bidder Name : SCHEDULE OF WORKS(This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only ) NUMBER # TEXT # TEXT # NUMBER # TEXT # NUMBER NUMBER TEXT TEXT # NUMBER # TEXT# TEXT # NUMBER # NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER # NUMBER # TEXT TEXT NUMBER # NUMBER # DATE NUMBER # NUMBER # TEXT # S.No Description of work Item Code / Make Quantity Units Estimated Rate Addition / Deduction Addition / Deduction Values Currency Convertion against each Item Quoted Currency in INR / Other Currency RATE In Figures To be entered by the Bidder Rs. Excise Duty VAT Freight Charges ( Unloading & Stacking) Any Other Taxes/Duties/Levies Other Taxes 2 IIIrd Party i.e DGS&D / RITES etc Inspection Charges @0.34%+Service Tax Less for Cenvat Credit,if any respect of Supplies Under full Excise Duty Category TOTAL AMOUNT TOTAL AMOUNT With Taxes TOTAL AMOUNT In Words |
| 2 | Dismantling posts or struts (wood, steel or RCC) embedded in concrete, brick work, masonary etc of any section including taking out embedded portion and making good disturbed ground, complete all as specified and as directed. |
| 3 | Dismantling of galvanised mild steel barbed wire of any description from fencing post (RCC or Steel) complete all as specified and as directed. |
| 4 | Dismantling of fencing wire mesh of any type complete all as specified and as directed. |
| 5 | Excavation in post holes (or similar holes) each not exceeding 0.50 Cum, and getteing out & removing surplus soil not exceeding 50m and making good surface in loose/soft soil complete all as specified and as directed. |
| 6 | M&L for cement concrete type C-2, 1:3:6 (40mm Graded stone aggregate) as in foundation, filling and mass concrete complete all as specified and as directed. |
| 7 | S&F of mild steel works as in posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc including all necessary drilling, bolting or riveting, flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting etc and similar work conforming to Fe-290 Gde E-165 complete all as specified and as directed. |
| 8 | Supply only GI chain link fencing of any size or type complete all as specified and as directed. |
| 9 | Fixing only GI chain link fencing of any size or type including line wires, any mesh, size and type to any type of standards, rails, straining bolts, etc including provision of binding wire, complete all as specified and as directed. |
| 10 | S&F of mild steel screw bolts (machine made) with hexagonal or Square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washer and one hexagonal or square nut, exceeding 5cm but not exceeding 10cm long, dia of shank 11 to 15 mm, complete all as specified and as directed. |
| 11 | M&L for mild steel round bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and as directed. |
| 12 | S&F galvanised 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails straining bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire with staples or steel, complete all as specified and as directed. |
| 13 | M&L for cement concrete type D-2, 1:4:8 (40mm graded stone aggregate) as in foundations, filling and mass concrete complete all as specified and as directed. |
| 14 | M&L for sand under floors or in foundations including watering and consolidation, complete all as specified and as directed. |
| 15 | M&L for machine pressed precast concrete interlocking paver block, 60mm thick, any shape and size, confirming to IS-15658-2006, M-40 Grade, with grey cement and no pigment complete all as specified and as directed. |
| 16 | Demolition of cement concrete (unreinforced) of any description and in any position not otherwise specifically provided for complete all as specified and as directed. |
| 17 | M&L for providing cement concrete 1:2:4, Type B-1 (20 mm graded stone aggregates) as in bed blocks, coping, etc complete all as specified and as directed. |
| 18 | M&L for providing precast cement concrete type B-1, 1:2:4, (20mm graded stone aggreates) as in kerb stone including chamfers, weatherings, throating etc and setting in cement mortar 1:6 complete with joints to match complete all as specified and as directed. |
| 19 | M&L for chequered cement concrete tiles 30cm x 30cm x 25mm thick, set, jointed and pointed in neat cement slurry as in floors/path with grey cement and no pigment to match over and including Screed bed or bedding layer of mortar 20mm thick in cement mortar 1:6 complete all as specified and as directed. |
| 20 | Dismantling of brick work or stone/boulder masonry, built in cement mortar or cement lime mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles, complete all as specified and as directed. |
| 21 | M&L for Brick work with sub class 'B' bricks using old size bricks straight or curved on plan exceeding 6m mean radious built in cement mortar 1:4 complete all as specified and as directed. |
| 22 | - ditto - all as per item No 20 above but except bricks including cleaning from mortar etc; complete all as specified and as directed. |
| 23 | M&L for brick work with subclass ‘B’ bricks, straight or curved on plan exceeding 6m mean radius built in cement mortar 1:6, complete all as specified and as directed. |
| 24 | - ditto - all as per item No 22 above but except bricks including cleaning from mortar etc; complete all as specified and as directed. |
| 25 | Taking down cement or cement lime plaster, any description on brick or stone walls, etc including raking out joints, hacking for key, scrubbing down with water, etc complete all as specified and as directed. |
| 26 | M&L for rendering 15mm thick on fair faces of brick or concrete surfaces in cement mortar 1:6 on walls finished even and fair without using extra cement, complete all as specified and as directed. |
| 27 | M&L for rendering 15mm thick on fair faces of brick or concrete surfaces in cement mortar 1:4 on walls finished even and smooth without using extra cement, complete all as specified and as directed. |
| 28 | M&L for preparation of new plastered surfaces and applying two coats of cement base paint over and including a coat of primer on plastered surfaces of walls, complete all as specified and as directed. |
| 29 | M&L for preparation of new plastered surfaces and distempering walls with two coats of distemper oil emulsion, white or tinted over and a coat of appropriate primer complete all as specified and as directed. |
| 30 | M&L for providing 35mm thick precast cement concrete louvres and jallies, (measured solid), including all mouldings but excluding frame in cement concrete type B-0, 1:2:4 and set in cement mortar 1:4 complete all as specified and as directed. |
| 31 | M&L for providing precast cement concrete as in posts to RCC jali, with plain fair faces, including chamfers, weatherings, throating etc and setting in mortar complete with joints to match in cement cocncrete type B-1, 1:2:4 and set in CM 1:4 complete all as specified and as directed. |
| 32 | Demolition of RCC of any description and in any position not otherwise specifically provided for complete all as specified and as directed. |
| 33 | M&L for non-skid ceramic tiles 7 to 8mm thick (square/rectangular) area of each tiles exceeding 0.11 sqm but not exceeding 0.18 sqm as in floors etc, set and jointed in neat cement slurry and pointed in white or coloured cement to match the shade of tiles complete including 15mm thick screed bed in cement mortar 1:6 complete all as specified and as directed. |
| 34 | M&L for coloured glazed ceramic tiles as in vertical surface 450x350x7mm thick laid over and including 10mm thick screed bed in cement mortar 1:4, set and jointed in neat cement slurry and pointed in white or colour cement to match the shade of tiles complete all as specified and as directed. |
| 35 | Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing), removing serviceable tiles to store and rubbish off the premises, complete all as specified and as directed. |
| 36 | Dismantling of structural steel work including doors, gates etc complete all as specified and as directed. |
| 37 | Dismantling plain or corrugated asbestos cement (corrugated, semi-corrugated,etc) sheets as in roof coverings complete all as specified and as directed. |
| 38 | M&L for framed work as in post of parking shed, purline, doors or gates and chowkhats of angle or other section with gusset plates, rails, braces, etc, complete, drilled for fixing of steel sheeting or other covering, Doors, etc to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive of steel sheeting or other covering, running rails and guides) and hanging also fastening conforming to GdeFe 290(Gde E-165) complete all as specified and directed complete all as specified and as directed. |
| 39 | M&L for pre-painted galvalume aluminium zinc coating GI based corrigated steel sheet 0.50mm thick of approved colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified and as directed. |
| 40 | M&L for preparation of new steel surfaces of any description, over 10cm in width or girth, not otherwise described and applying two coats of synthetic enamel paint over and including a coat of red oxide primer complete all as specified and as directed. |
| 41 | M&L for precast cement concrete type B-1, 1:2:4 as in cover slabs over drain/manholes etc including necessary formwork complete all as specified and as directed. |
| 42 | M&L for mild steel TMT bars 10mm dia and over cut to length bent to shape required including cranking, hooking ends and binding with MS wire (annealed) not less than 0.90mm dia, complete all as specified and as directed. |
| 43 | Demolition and breaking up 150mm bore drain pipes (salt glazed ware or AC pipe) set in cement mortar and taking out from trenches complete all as specified and as directed. |
| 44 | Demolition and breaking up 200mm bore drain pipes (salt glazed ware or AC pipe) set in cement mortar and taking out from trenches complete all as specified and as directed. |
| 45 | M&L for clearing blockage of WC or EWC by opening inspection door bend and using Roding / pressure technique to clear blockage and removing the garbage out of the cantonment area without creating any nuisance and making the site neat & tidy complete all as specified and as directed. |
| 46 | M&L for clearing blockage of gully/floor traps to first man hole by roding/pressure to clear blockage and removing the garbage out of the cantonment area without creating any nuisance and making the site neat & tidy complete all as specified and as directed.Note :-(a) In case on cleaning sewage line, the blockage of IWC/EWC & GT, FT to first manhole gets cleaned automatically then again if blocked within seven days then payment of later complaints, shall not be allowed.(b) Similarly in case of cleaning of first manhole, IWC/EWC & GT, FT gets cleared & again it is blocked in within seven days then payment of later complaints shall not be allowed.(c) Also in case on cleaning of sewage line between two manholes, blockage of IWC/EWC & GT, FT to first manhole gets cleared & again it is blocked within seven days then payment of later complaint shall not be allowed.(d) JE(Civil) and Engineer-in-Charge shall be responsible for checking the actual position and payment irrespective of Nos of Complaints.(e) In case clearing of blockage of sewage line not attended/ cleared by the contractor within 24 hours then recovery of Rs.150/- each job shall be recovered from contractor. |
| 47 | M&L for clearing blockage of sewage line between two manholes by pressure pumping / Roding and removing the garbage out of the cantonment area making the site neat & tidy complete all as specified and directed.Note :-(a) In case on cleaning sewage line, the blockage of IWC/EWC & GT, FT to first manhole gets cleaned automatically then again if blocked within seven days then payment of later complaints, shall not be allowed.(b) Similarly in case of cleaning of first manhole, IWC/EWC & GT, FT gets cleared & again it is blocked in within seven days then payment of later complaints shall not be allowed.(c) Also in case on cleaning of sewage line between two manholes, blockage of IWC/EWC & GT, FT to first manhole gets cleared & again it is blocked within seven days then payment of later complaint shall not be allowed.(d) JE(Civil) and Engineer-in-Charge shall be responsible for checking the actual position and payment irrespective of Nos of Complaints.(e) In case clearing of blockage of sewage line not attended/ cleared by the contractor within 24 hours then recovery of Rs. 150/- each job shall be recovered from contractor. |
| 48 | M&L for pumping out liquid or semi liquid sludge from sewage wells or septic tanks of any size or any depth mechanically/honey sucker and an open trench shall be made for disposal/evaporation of liquid sludge and After use, the whole area shall be covered with bleaching powder and covered with soil about 15cm thick complete all as specified and directed.Note: During the cleaning of sewage wells, the alternate arrangements shall be made by contractor by temporary pumping for clearing sewage disposal. |
| 49 | M&L for cleaning sewage lines dia 150mm or 200mm or 300mm for depth not exceeding 1.5m starting from GL as in main central sewage system irrespective of there depth by Roding and other mechanical methods and make it functional by removing & taken out sludge & also dispose off sludge outside MD land complete all as specified and as directed.Note : Length of line shall be measured from manhole to manhole. |
| 50 | M&L for cleaning sewage lines dia 150mm or 200mm or 300mm for depth exceeding 1.5m but not exceeding 3.0m starting from GL as in main central sewage system irrespective of there depth by Roding and other mechanical methods and make it functional by removing & taken out sludge & also dispose off sludge outside MD land complete alla s specified and as directed. Note : Length of line shall be measured from manhole to manhole. |
| 51 | M&L for cleaning of existing septic tank and sewage well (by closing the existing sewage system at last man hole and providing temporary Katcha drain for flow of sewage water), removing manhole cover and dewatering the liquid waste by mechanical pumping, removing the solid sludge mechanically up to the bottom of septic tanks and sewage well of any size including depositing the solid sludge in the pit providing by digging in near by septic tank of appropriate size, Covering the pit with bleaching powder and then by natural earth about 15cm thick layer, soil obtained from excavation after filling the solid sludge and making good completely hygienic, Opening the manhole after cleaning and relaying the manhole cover, complete all as specified and as directed. |
| 52 | M&L for soakage wells of size 3.00m dia & 4.50 m deep, excavation, in any type of soil, foundation in PCC 1:3:6 wells of honey combed brick masonry in cement mortor 1:4 and cover slab in RCC 1:1 1/2 : 3, type A-1 using 20mm graded crushed stone aggregate, PCC band in type B-1 (1:2:4) including interconnecting pipes, filling with brick bats complete all as specified and as directed. |
| 53 | Excavation in trenches in soft / loose soil not exceeding 1.5 metre wide and not exceeding 1.5 metre deep for foundation, laying of pipes including forming the bottom surface to required level etc, and for manholes not exceeding 10 Sqm area on plan and for similar works and getting out complete all as specified and as directed. |
| 54 | M&L for lean cement concrete 1:5:10 type E-2 using 40 mm graded stone aggregate as in filling and mass concrete complete all as specified and as directed. |
| 55 | M&L for cement concrete 1:2:4 type B-1 (using 20mm graded stone aggregates) as in drains, coping, benching, water troughs, including weathering, slightly rounded or chamfered, and throating including formwork complete all as specified and as directed. |
| 56 | M&L for precast cement concrete as in cover slabs 1:2:4 type B-1 (using 20mm graded stone aggregates) set in cement mortar (1:6) complete after placing in position over septic/manhole cover/drain cover, complete all as specified and as directed. |
| 57 | M&L for reinforced cement concrete 1:2:4 type B-1 (using 20 mm graded stone aggregates) as in slab of septic tank, soak well, etc supported on walls, beams & columns in floors, roofs, landings, balconies, canopies, deck slabs & in shelves & the like complete all as specified and as directed. |
| 58 | Use and waste of formwork with fair finished flat concrete surfaces such as soffits of suspended slab, such as roof slabs, floor slabs, landings & similar work, not exceeding 200mm thick, horizontal or sloping complete all as specified and as directed. |
| 59 | Use & waste formwork to sides and soffits of beams chajjas and the like for rough finished surfaces of concrete complete all as specified and directed. |
| 60 | Use and waste of formwork to edges of concrete flats, treads, breaks as in floors, window cills, concrete railings, openings in concrete walls, floor and roofs not exceeding 20cm wide and sides of RCC/PCC bands in walls, horizontal or sloping and similar work exceeding 10cm but not exceeding 20cm wide complete all as specified and as directed. |
| 61 | M&L for concrete bed to 150mm dia drain pipes in cement concrete (1 : 4 : 8) type C-2 using 40mm graded crushed stone aggregate including packing under, and haunching against the sides of pipe after they are laid and tested complete all as specified and as directed. |
| 62 | M&L for concrete bed to 200mm dia drain pipes in cement concrete (1 : 4 : 8) type D-2 using 40mm graded crushed stone aggregate including packing under, and haunching against the sides of pipe after they are laid and tested complete all as specified and as directed. |
| 63 | M&L for reinforced concrete 150mm dia pipes, class NP2, laid and jointed complete with collars in trenches, on concrete bed to required slope, jointed and tested complete all as specified and directed.Note:- Excavation, earth work and concrete bed shall be measured and paid for separately under appropriate items of BOQ. |
| 64 | M&L for Reinforced concrete 200mm dia pipes, class NP2, laid and jointed complete with collars in trenches, on concrete bed to required slope, jointed and tested complete all as specified and directed.Note:- Excavation, earth work and concrete bed shall be measured and paid for separately under appropriate items of BOQ. |
| 65 | Returning filling in trenches including spreading leveling watering and well ramming in layers each not exceeding 25cm complete all as specified and as directed. |
| 66 | Removal of surplus soil to a distance not exceeding 50m away and depositing where directed at a level not exceeding 1.50m above the starting point complete all as specified and as directed. |
| 67 | M&L for extra forming, fair, finished, drain or channel, 30cm inner girth in cement concrete using extra cement complete all as specified and as directed. |
| 68 | M&L for cutting into existing manholes for connecting new drains, of any dia making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or ¾ section) in cement concrete 1:2:4 type B1 (using 20mm graded crushed stone aggregates) finished smooth and reforming benching as required for 150 mm dia SGSW pipe complete all as specified and as directed. |
| 69 | M&L for cutting into existing manholes for connecting new drains, of any dia making good to pipe and rendering , cutting out existing benching for and forming branch channel (1/2 round or ¾ section) in cement concrete 1:2:4 type B1 (using 20mm graded crushed stone aggregates) finished smooth and reforming benching as required for 225mm dia SGSW pipe complete all as specified and as directed. |
| 70 | S&F of PVC (SWR) 110mm bore pipes single socketed, in any length with rubber ring joints fixed to walls complete all as specified and as directed. |
| 71 | S&F of PVC (SWR) 75mm bore pipes single socketed, in any length with rubber ring joints fixed to walls complete all as specified and as directed. |
| 72 | S&F of PVC (SWR) pipe, 110mm dia pipe, single socketed in any length with rubber ring joints, laid in trenches or in floors etc complete all as specified and as directed. |
| 73 | S&F of PVC (SWR) bends (any radius) diminishing places or tapers 110mm bore complete all as specified and as directed. |
| 74 | S&F of 110mm bore PVC (SWR) junction, single 'T' equal or unequal with access door complete all as specified and as directed. |
| 75 | S&F of 110mm bore PVC (SWR) couplers complete all as specified and as directed. |
| 76 | S&F of PVC (SWR) floor trap 75mm dia including jointing to waste pipe fixed in cement concrete 1:2:4 type B1 (including cutting in existing walls, removing the old and place the new pieces and making good the disturbed portion) complete all as specified and as directed. |
| 77 | S&F of PVC cowl 110mm bore fixed, with pipe complete all as specified and as directed. |
| 78 | Complete removal of existing treatment on wall, roof projections & ceiling including facia, cornices etc by scrapping to make surface clean, free from dust, loose paintetc by skilled labour complete all as specified and directed. Note:- cost of scaffolding upto 10m ht of bldg shall be included in the quoted rate. |
| 79 | M&L for waterproof cement based putty of thickness 1 mm over the plastered/old painted wall after scrapping to prepare the surface even and smooth complete and sanding of the putty surface to make the surface free from dust etc. allow 6-8 hrs time to dry the putty surface etc by skilled labour complete all as specified and directed. Note:- cost of scaffolding upto 10m ht of bldg shall be included in the quoted rate. |
| 80 | M&L for applying two coats of oil bound distemper using Airless spray technology with max working pressure of 3300 PSI and capable of operating single spray gun with a max material hose length of 30 mtr the spray machine should be of reputed manufacturer with pro guard technology and capability of tracking pressure and paint usage and certified by paint manufacturer and as mentioned in PS and accessories for applying distemper should be able to spray in hard to reach areas and penetration of distemper on the surface complete all as specified and directed.Note:- Sanding of surface to be done by mechanical sander with internal dust extraction system for clean environment certified by paint manufacturer. Proper masking to be carried out before primer and paint application. Note:- cost of scaffolding upto 10m ht of bldg shall be included in the quoted rate. |
| 81 | M&L for two coat water based premium acrylic smooth exterior emulsion of approved colour with silicon additive & color stay technology, excellent dirt pick up resistance with low VOC less than 50 gram/ litre as per the LEEDS specifications, Anti Algal properties in two coats @ 1.79 ltr (undiluted)/ 10 sqm diluted with water as per manufacturer instructions applied over priming coat with fully automatic airless spray machine of paint application with a flow speed of min 1 ltr per minute having a pressure of 3300 PSI. Allow 6-8 hrs to dry the surface in both the coats of paint complete all as specified and directed. Notes:- Application as followings:-(a) The work pertaining to periodical services shall be executed by authorized applicator through manufacturer of which the materials .i.e. Paint, Distemper, Putty etc. is proposed to be used by the contractor and approved by GE.(b) Cost of scaffolding upto 10m height of building shall be included in the quoted rate.(c) The contractor shall upload alongwith tender documents under cover-I 'Memorandum of Understanding' (MOU) with only one manufacturer mentioned in the contract, failing which the bid shall be liable to be rejected. |
| 82 | M&L for preparation of old decorated surfaces of walls and cornics by complete removal of existing treatment by applying water and scrapping of entire thickness of exsting treatment with using steel scraper and thereafter applying 3mm wall care putty to achieve smooth finish complete all as specified and directed. |
| 83 | M& for preparation of old plaster surfaces and applying two coat of Oil bound distemper complete all as specified and directed. Note:- OBD to be done by Roller. |
| 84 | M&L for preparation of old plaster surfaces and applying one coat of Oil bound distemper complete all as specified and directed. Note:- OBD to be done by Roller. |
| 85 | M&L for preparation of old wooden surfaces of any description over 10 cm width or girth and applying two coat of synthetic enamel paint complete all as specified and directed. |
| 86 | M&L for preparation of old Steel surfaces of any description over 10 cm width or girth and applying one coat of synthetic enamel paint complete all as specified and directed. |
| 87 | M&L for preparation of old decorated surfaces of walls or cornics by complete removeal of existing treatment by applying and thereafter applying two coat of exterior emuslion paint/weather proof coat complete all as specified and directed. Note:- Exterior emulsion paint to be done by Roller. |
| 88 | M&L for preparation of old decorated surfaces of walls or cornics by complete removeal of existing treatment by applying and thereafter applying one coat of exterior emuslion paint/weather proof coat complete all as specified and directed. Note:- Exterior emulsion paint to be done by Roller. |
| 89 | M&L for preparation of old surfaces shall include brooming down or steel wire brushing, scrapping down smoke soot, moulds, moss and efflorescent salts and trading oil and greasy spots (complete removal of existing treatent) and applying two coats of cement based paint complete all as specified and directed. |
| 90 | M&L for preparation of old surfaces shall include brooming down or steel wire brushing, scrapping down smoke soot, moulds, moss and efflorescent salts and trading oil and greasy spots (complete removal of existing treatent) and applying one coats of cement based paint complete all as specified and directed. |
| 91 | M&L for preparation of old surfaces of ceiling applying two coats of white wash complete all as specified and directed. |
| 92 | M&L for preparation of exiting surface & re-writing letters or figures (Block,Roman,Italic or Indian) n.exc 30cm high with synthetic enamel paint incl.repainting of number plates complete all as specified and directed. |
| 93 | M&L for rendering 5mm thick in cement mortar 1:3 on ceiling surfaces, finished even and smooth without using extra cement complete all as specified and directed. |
| 94 | M&L for preparation of new plastered and unplastered surfaces of Wall and applying two coats oil bound distemper over 1mm thick wall care putty complete all as specified and directed. |
| 95 | M&L for preparation of new plastered and unplastered surfaces of wall and applying two coats Appex Weather Coats complete all as specified and directed. |
| 96 | M&L for preparation of new plastered and unplastered surfaces of ceiling and applying two coats oil bound distemper complete all as specified and directed. |
| 97 | M&L for preparation of old corrugated decorated surfaces of AC Sheets & Interlocking Tiles Floor/Concrete by brooming down or steel brushing, scraping down, moulds, moss and efflorescent salts etc. and applying one coat of water emulsion paint complete all as specified and directed.Note:- WEP to be done by sprayer. |
| 98 | Demolition of RCC chajjas & reinforcement concrete of any description including facilitate in cutting of reinforcement and removing rubbish off the premises of cantonment complete all as specified and directed. |
| 99 | M&L for RCC 1:11/2:3 , type A-0, using 12.5 mm nominal size graded crushed stone aggregate as in chajjas, roofs, landings, balconies, canopies, deck slabs,shelves and any similar work and the like including 5mm thick rendering in CM 1:3 finished even and smooth without using extra cement complete all as specified and directed. |
| 100 | Disconnecting existing tanks, setting aside (or lowering if required) and cleaning and removing all scales and dust from PVC water tank manually and cleaning, scraping inner surfaces of tank by means of brush and then washing with clear water and cleaning of mouths of circulating pipes of capacity of tank exceeding 250 litre but not exceeding 500 litre including writing date of cleaned outer body of the tank with computerzed stencil paper cutting 100mm high letters by synthetic enamel paint (white/black colour) and reconnecting and refixing in position complete all as specified and directed. |
| 101 | Disconnecting existing tanks, setting aside (or lowering if required) and cleaning and removing all scales and dust from PVC water tank manually and cleaning, scraping inner surfaces of tank by means of brush and then washing with clear water and cleaning of mouths of circulating pipes of capacity of tank exceeding 500 litre but not exceeding 1000 litre including writing date of cleaned outer body of the tank with computerzed stencil paper cutting 100mm high letters by synthetic enamel paint (white/black colour) and reconnecting and refixing in position complete all as specified and directed. |
| 102 | S&F in repair, 20mm bore gun-metal, globe or gate valves, with iron wheel head, screwed both ends for iron pipe complete all as specified and directed. |
| 103 | S&F of 20mm dia Ball valves, high pressure of PTMT with epoxy coated Aluminium rod & high density plastic ball screwed for iron pipe and fixed (Minimum weight 210gms) complete all as specified and directed. |
| 104 | Cutting grooves in brick wall, 75mm wide and 65mm deep, including for inserting TMT bar as required length and shaping horizonatal/vertical face of groove making good where required and pointing in cement mortar 1:3 to ends or edges of landings, steps, cills, sunshades, shelves, lintels, etc, and cutting chases for concealed water tubing or concealed conduit wiring, etc., and making good complete all as specified and directed. |
| 105 | M&L for preparation of old decorated plastered surfaces of walls or cornices and applying two coats of White washing after preparation of existing surfaces finishes complete all as specified and directed. |
| 106 | M&L for preparation of old decorated plastered surfaces of walls or cornices and applying one coats of White washing after preparation of existing surfaces finishes complete all as specified and directed. |
| 107 | Taking down rain water pipes (any size and pattern) , including all fittings, heads,shoes, benr, swan necks, etc removal from site (measured ocverall as fixed along the centre line or fittings and accessories) complete all as specified and directed. |
| 108 | S&F of bands, straps, clamp for supports or stays for rainwater pipe including bolts, if required hooks (Stay), clamp for securing rain water PVC pipe, plate washer and similar articles for fixing to wall complete all as specified and directed. |
| 109 | M&L for treatment of soil under existing floors using emulsion @ one litre per hole, 300mm apart including drilling and plugging 12mm dia holes with cement mortar 1:2 (1 cement: 2 coarse sand) to match the existing floors complete all as specified and directed. |
| 110 | M&L of voids in masonry using chemical emulsion one litre per hole, at 300mm intervals including drilling holes at 45 degree and replugging them with cement mortar 1:2 (1 cement : 2 coarse sand) to match the existing floors |
| 111 | M&L at points of contact of wood work by chemical emulsion (in oil or kerosene based solution) @ 0.5 litre/hole by drilling 6mm dia holes at a downward angle of 45 degree at 150mm centre to centre and sealing the same Total in Figures 0.0 0.0 INR Zero Only Quoted Rate in Figures Select 0.0 0.0 Zero Only Quoted Rate in Words INR Zero Only Please Enable Macros to View BoQ information |
