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| 1 | Item Rate BoQ BoQ_Ver3.0 Item Rate Normal INR Only INR Select, Excess (+), Less (-) Less (-) Tender Inviting Authority : HQ CWE NO 2 DELHI CANTT-10 NAME OF WORK:- REPAIR/REHABILITATION OF RCC STRUCTURE, COLUMN, BEAMS, PARAPET, RCC CHAJJA, CI PIPE, SUNKEN TREATMENT, REPAIR OF RCC TANK AND MISC B/R NATURE WORK IN CARIAPPA VIHAR, TARUS SAINIK ARAMGRAH IN THE AREA OF AGE B/R-II UNDER GE (WEST) DELHI CANTT-10 Contract No : CWE/WEST/TOKEN-41/2025-26 Bidder Name : PRICE SCHEDULE(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 Rates 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 # Sch. itemNo. Item Description 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 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 | NOTES (READ CAREFULLY BEFORE QUOTING RATE):- (a) Work will be executed in multi storey buildings. (b) Rates quoted shall include for necessary services for ease of work in multistorey bldg like mechanical tools, mechanical suspended platform & Scaffolding for demolition and safety net if required and as directed by Engr-in Charge.(c) During the execution of work, in case of any damages such as to Gas pipe line or water supply pipe, cable etc., the contractor will have to get it repaired/replaced at his own cost and nothing will be paid extra on this account and all these items will be removed/repaired by contractor at his own cost.(d) All the demolished bldg material will be removed outside MOD land by the contractor at his own expenses. The rate of removal is deemed to be included in unit rate quoted.(e) The contractor shall provide all safety equipments to labour employed as per IS standards. |
| 3 | M&L for impregnating cream for injection into masonry or concrete wall 230mm thick against capillary rising humidity.Rising bar super strong Injection No. 306 of chowgule building chemicals or equivalent in Pidilite/Dr Fixit/Sika/Fosroc complete all as specified and directed. |
| 4 | Method of Application. Methodology:-(a) The surface must be sound, absorbent, clean, free of dust, oil, paint, curing agents, loose cement or lime plaster & concrete, debris or any separation layer.(b) The plaster must be knocked off at least 50 cm beyond the visibly penetrated area.(c) Damaged mortar joints are to be scraped out to a depth of approximately 2-3 cm. All sharp edges/Joints need to be levelled. Loose concrete shall be removed.(d) Drill boreholes at ground level horizontally. The bore holes are drilled horizontally into the masonry.(e) The holes should be drilled until a depth of approx 5 cm (for a 6mm thick wall) before the end of the wall is reached. The boreholes should have a diameter of 12mm upto a maximum of 15mm and should be spaced approx 100 to 120mm apart and the vertical offset is 6cm max.(f) Before inserting Rising bar super strong or equivalent the boreholes must be cleaned from boring dust by using air pressure. It is not necessary to pre-wet the boreholes.(g) For applying the rising bar super strong or equivalent the dosing system inserted as far as possible into the boreholes. While dosing the product uniformly, the injection nozzle is pulled out leading to a completely filled boreholes.(h) Treatment of highly absorbent masonry might require repeated filling of the boreholes, depending upon extent of damage, rising Bar super strong or equivalent can be re-injected in the same hole after 24 hours. Depending on absorbency, application or masonry thickness 0.1 to 0.15 litre/m with 10cm wall thickness. |
| 5 | PMM repairs (FOR PATCH REPAIRS) |
| 6 | 25-30 mm average thickness ( in 2 layers) up to 8th floor level |
| 7 | 50-60 mm average thickness ( in 3 layers ) up to 8th floor level |
| 8 | PMM repairs at 3.01 and 3.02 above shall be done as per following methodology :- |
| 9 | Chipping of plaster and unsound/weak concrete material till reinforcement bars are exposed, which enable their rust removal vide item below, from slabs, beams, and columns etc. with standard power driven percussion type or pneumatic chisel of standard make as directed by Engineer-in charge including tapering all edges, making square shoulders of cavities etc complete and disposal of debris up for all lifts and leads . |
| 10 | Rust removal by Providing and applying Fosroc Reebaklens RR or equivalent from SIKA/ BASF, a combination of acid based material, corrosion inhibitors and dispersing agents, rust remover, for removal of all rust/ scales/corrosion from reinforcement bars before micro concreting or patch repair. It Shall be applied with brush for complete wetting of rusted metal surface at coverage of 2- 2.5 Sqm/ltr. & allowed it to react for 16-24 hours. After 24 hours, a white layer will appear which will protect further corrosion of metal /steel for about 5-7 days. Before applying any protective coating, the surface should be wire brushed and thoroughly cleaned for dust with dry cloth. |
| 11 | Anticorrosive treatment by Providing and applying Nitozinc Primer an epoxy based zinc rich anti corrosive primer having adhesive bond strength ≥ 1.5 MPa as per ASTM D4541, & shall comply to per ASTM B-117 to be applied on well cleaned, fully exposed and all loose scale , rust free rust free surface obtained by grit blasting or suitable means , to be done with coverage @4.5sqm/litres to achieve a minimum thickness of 40microns DFT or complete all as specified and directed. |
| 12 | Epoxy bonding for Old concrete & New concrete by providing and applying bond coat on the prepared surface with two component epoxy based bonding coat Nitobond EP of Fosroc make or equivalent, having specific gravity 1.15 to 1.2 gm/cc, Compressive strength(BS 6319 Pt.2)- 50 Mpa at 7 days, Flexural strength strength(BS 6319 Pt.3)- 35 Mpa at 7 days, Tensile strength (BS 6319 Pt.7)- 20 Mpa at 7 days, Shear Strength (BS 6319 Pt.4)- 10 Mpa at 7 days, having an over lay time of 6 hrs and 30 ̊C. Bonding agent shall have coverage not less than 2.5sqm/litres.Laying of reinforcement polymer modified mortar or micro concrete shall be completed within the overlay time of bonding coat. Quoted rate is inclusive of materials, all labour, tools and tackles. complete all as specified and directed. |
| 13 | PMM by providing and laying single component, polymer modified, fiber reinforced cementitious repair mortar, Rendroc SP40 or equivalent from SIKA/BASF over the tacky bond coat, that achieves Compressive strength (BS 1881 Pt.116) > 20 MPa at 1 day , > 45 Mpa at 28 days, Tensile Strength > 2.5MPa, Flexural Strength > 7Mpa at 28 days, Finishing the same with trowel carefully compacting the same around the rebars and finishing to bring it in line with existing concrete surface on the beams, slabs, piles etc., complete in all aspect as per manufacture's methodology. Quoted rates include cost of all labour, materials, Tools and Plants, propping, scaffolding, shuttering, safety arrangement, quality control, testing complete all as specified and directed. |
| 14 | Quoted rates of PMM 25 mm and PMM 50 mm (against items respectively ) are inclusive of all materials, labour, tools and plants, propping, scaffolding, safety arrangement, quality control, testing and all items of works as mentioned above quality control etc. complete in all respect, as per specifications and as directed by Engg.-in-charge. Work shall be complete only after proper wet curing has been done by contractor and surface has been evaluated for satisfactory quality by sounding/tapping with a blunt metal instrument, and testing of PMM cubes filled up and cured by contractor during the application of PMM (75mm size cube crushing strength at the end of 28-day to be not less than 45 N/sqmm) in addition to NDT Testing. |
| 15 | Rebar Fixing using Chemical Anchor up to 8th floor levelDrilling suitable holes in reinforced cement concrete with power driven drill machine to a minimum depth of 10D(D-dia of Bar in mm) in RCC beams, lintels, columns and slabs to introduce new steel bars including fixing the steel bars in position using Lokfix E75 a two-component epoxy anchoring material, supplied in 3:1 ratio having compressive Strength (EN196) >110 MPa, Flexural Strength (EN196) >40MPa, E Modulus (EN196) 10,800 MPa. or of equivalent make but excluding the cost of reinforcement, all complete all as specified and directed. |
| 16 | 8mm Shear Connectors |
| 17 | Anchoring bars for 10mm dia |
| 18 | Anchoring bars for 12mm dia |
| 19 | MICROCONCRETING in Columns (for Repairs and Strengthening) up to 8th floor level |
| 20 | Providing and applying a non shrink, polymer modified cementitious micro-concrete Rendroc RG or equivalent from SIKA/BASF having compressive strength (BS 4551-80)-50 Mpa at 28 Days, Tensile strength- 2 Mpa @ 28 Days, Flexural Strength(BS 4551-80)-5 Mpa at 28 Days. Product shall have A1 Class Fire Rating confirming to EN1504 cl 5.5, thermal conductivity of 1.5W/m degree C. Renderoc RG or equivalent can be applied in sections upto 100mm deep. Pouring the same into the formwork using suitable arrangement or if required using pumping device for uniform flow of micro concrete. Quoted rate is inclusive of preparatory works, as mentioned below, rates quoted also includes cost of materials labour, tools and plants, cost of shuttering & scaffolding, safety arrangement quality control and testing etc. complete all as specified and directed. |
| 21 | Chipping of plaster and unsound/weak concrete material till reinforcement bars to expose to enable their rust removal vide item below, average thickness from slabs, beams, columns etc. with standard power driven percussion type or pneumatic chisel of standard make as directed by Engineer-in charge including tapering all edges, making square shoulders of cavities etc complete and disposal of debris up for all lifts and lead. |
| 22 | Rust removal by Providing and applying Fosroc Reebaklens RR or equivalent from SIKA/ BASF, a combination of acid based material, corrosion inhibitors and dispersing agents rust remover, for removal of all rust/ scales/corrosion from reinforcement bars before micro concreting or patch repair, it shall be applied with brush for complete wetting of rusted metal surface at coverage of 2- 2.5 Sqm/ltr. & allow it to react for 16-24 hours. After 24 hours, a white layer will appear which will protect further corrosion of metal /steel for about 5-7 days. Before applying any protective coating, the surface should be wire brushed and thoroughly cleaned for dust with dry cloth. |
| 23 | Anticorrosive treatment by Providing and applying Nitozinc Primer an epoxy based zinc rich anti corrosive primer having adhesive bond strength ≥ 1.5 MPa as per ASTM D4541, & shall comply to per ASTM B-117 to be applied on well cleaned, fully exposed and all loose scale , rust free rust free surface obtained by grit blasting or suitable means , to be done with coverage @4.5sqm/litres to achieve a minimum thickness of 40microns DFT or complete all as specified and directed. |
| 24 | Epoxy bonding for Old concrete & New concrete by providing and applying bond coat on the prepared surface with two component epoxy based bonding coat Nitobond EP of Fosroc make or equivalent, having specific gravity 1.15 to 1.2 gm/cc, Compressive strength(BS 6319 Pt.2)- 50 Mpa at 7 days, Flexural strength strength(BS 6319 Pt.3)- 35 Mpa at 7 days, Tensile strength (BS 6319 Pt.7)- 20 Mpa at 7 days, Shear Strength (BS 6319 Pt.4)- 10 Mpa at 7 days, having an over lay time of 6 hrs and 30 ̊C. Bonding agent shall have coverage not less than 2.5sqm/litres laying of reinforcement polymer modified mortar or micro concrete shall be completed within the overlay time of bonding coat. Quoted rate is inclusive of materials all labour, tools and tackles. complete all as specified and directed. |
| 25 | Work will be completed only after proper wet curing has been done and testing of Micro concrete cubes filled up and cured by contractor during column jacketing work (100 mm size cube crushing strength at the end of 28-day to be not less than 45 N/sq.mm) and NDT tests. |
| 26 | M&L for plastering on ceiling and outer walls and other structural elements upto a floor 8 level over PMM/shotcrete repairs or otherwise as replaster as per details given as under :- |
| 27 | 10 mm thick cement plaster of in the ratio of 1 cement and 4 clean sand zone III added with Polymer SBR @2% of cement weight, on ceiling over PMM repairs, shotcrete repairs or as replaster of damaged plaster including preparation of surface by demarketing of PMM repaired surface in regular shape or removal of damaged plaster complete all as specified and directed. |
| 28 | 15mm thick cement plaster in the ratio of 1 cement to 5 sand added with Polymer SBR @2% of cement weight over outer walls, columns or beams either over repaired surfaces like PMM , Micro concrete etc. including preparatory works like roughening of surface where required complete all as specified and directed. |
| 29 | Rate quoted against this item vide sub items (6.01) and (6.02) above shall include all materials, labour, Tools and Plants, Scaffolding, safety arrangement and preparation of surface complete all as specified and directed. |
| 30 | Guniting (for Repairs and Strengthening) up to 8th floor level |
| 31 | Dismantling loose concrete cover of RCC columns, beams slabs, Chajjas, and the like as directed, roughening and cleaning concrete surfaces with steel wire brushes, washed with water and allowed to dry, including dusting of steel reinforcement, providing fabric mild steel wire mesh 75 mm x 75 mm of 2 mm dia as reinforcement to concrete surfaces by welding the same to existing reinforcement, applying adhesive/admixture over steel mesh and providing 25 mm thick (average thickness) guniting mix (using 1 part of ordinary Portland cement 53 grade and 2 parts of Badarpur sand mixed with adhesive/admixture at the rate as per manufacturers instruction or 2% by wt of cement all as directed with a pressure of 2 to 2.5 kgs per sqm by guniting machine and surfaces finished even and fair, including plaster to make proper geographic shape as per site requirement, necessary padding, steel scaffolding and shuttering for working platform/formwork etc complete all as specified and directed. |
| 32 | Notes for item No.7 :- (i) Wherever steel reinforcement is required to be provided the same shall be measured separately under relevant item(ii) Before placing the additional reinforcement all concrete surfaces shall be thoroughly scrubbed with brushes, washed with water and allow to dry. To this prepared surface apply chemistic Zinc chromate primer at the rate of 2% by weight of cement or all as per manufacturers instructions.(iii) When plymix coating is in tackey condition guniting is done with plycrete admixture at the rate of 2% by weight of cement or all as per manufacturers instructions. Plycrete admixture shall be procured from Chemical Adhesive Pvt Ltd Co. or their authorized dealer as approved by GE. (iv) Cost of the above aspects shall be deemed to be included in the quoted rate of the respective item and nothing extra shall be paid on any account. |
| 33 | Demolition of reinforced cement concrete of any description and in any position not otherwise specifically provided for including rubbish removal outside off the premises complete all as specified and directed. |
| 34 | Demolition of brick work built in cement mortar including all quoins, arches, pillars etc including rubbish off the premises beyond MOD Land complete all as specified and directed. |
| 35 | M&L for brick work with sub class 'B' Burnt bricks (old size) straight or curved on plan exc 6m mean radius and built in CM 1:6 complete all as specified and directed. |
| 36 | All as per srl item No 10 above but except brick. |
| 37 | M&L Brickwork with subclass ‘B’ bricks, straight or curved on plan to any radius in half brick thick walls built in cement mortar 1:4 complete all as specified and directed. |
| 38 | M&L for 15mm thick rendering with cement mortar (1:4) on brick work or concrete surfaces on wall, finish the surface even and smooth without using extra cement as whole or in patch etc plaster on brick walls etc complete all as specified and directed. |
| 39 | Material and labour for providing cement concrete type B1 1:2:4 (using 20 mm graded aggregate) as in cill, bands, copings, kneelers, apex stone, bed plates, kerbs and like including weathering, slightly rounded or chamfered angles and throating including demolition of cement concrete (unreinforced) of any description and in any position complete all as specified and directed. |
| 40 | Dismantling of 100 mm dia Cast Iron pipe (Soil/waste/vent) with fittings from walls, on floors & from trenches if required including taking out any type of joints complete all as specified and directed. |
| 41 | All as per item No. 15 above but 75mm dia. |
| 42 | S&F 100 mm dia (bore of pipe) epoxy coated inside & outside cast iron (Spun pipes) soil, waste and vent pipe in any length , with or without ears with cement joints and laid in trenches/floor complete all as specified and directed. |
| 43 | All as per item No 17 here in before but fixed to walls. |
| 44 | S&F 75 mm dia (bore of pipe) epoxy coated inside & outside cast iron (Spun pipes) soil, waste and vent pipe in any length , with or without ears with cement joints and laid in trenches/floor complete all as specified and directed. |
| 45 | All as per item No 19 here in before but fixed to walls. |
| 46 | S&F 100 mm dia (bore of pipe) cast iron bends, diminishing pieces or tapers with cement joints fixed to walls or in floors complete all as specified and directed. |
| 47 | All as per item No. 21 above but 75mm dia (bore of pipe) |
| 48 | S&F 100 mm dia (bore of pipe) cast iron oval access door Branch pieces, tee, single(equal or unequal), ordinary or inverted (spigot or socket type) or with parallel branches with cement joints fixed to walls or in floors complete all specified and directed. |
| 49 | All as per item No. 23 above but 75mm dia (bore of pipe) |
| 50 | S&F CI floor trap long arm including jointing to waste pipe with lead joint with dia of outlet 75mm including cement concrete (1:2:4) type B1 floor around to required depth and burning cement joints etc to facilitate dismantling old CI trap and making good complete all as specified and directed. |
| 51 | S&F in repair stack clamps for 75mm bore CI pipe out of 50mm by 5mm flat iron and 16mm dia round iron stays , including bolts and nuts and securing ends of stays to wall complete all as specified and directed. |
| 52 | All as per item No. 26 above but 100 mm bore CI Pipe |
| 53 | Taking up or down GI tubing 15mm bore and connections including all fittings complete all as specified and directed. |
| 54 | All as per item No. 28 above but 20 mm bore . |
| 55 | All as per item No. 28 above but 25 mm bore . |
| 56 | S&F GI tubing 15mm bore medium grade galvanized with all fitting and fixed complete to walls and ceiling or laid in floors complete all as specified and directed. |
| 57 | S&F GI tubing 20 mm bore medium grade galvanised with all fitting and fixed complete to walls and ceiling or laid in floors complete all as specified and directed. |
| 58 | S&F GI tubing 25 mm bore medium grade galvanized with all fitting and fixed complete to walls and ceiling or laid in floors complete all as specified and directed. |
| 59 | S&F in repairs 15mm bore Gun-metal, globe or gate valves, with iron wheel head, screwed both ends for iron pipe and fixed complete all as specified and directed. |
| 60 | S&F in repairs 20mm bore Gun-metal, globe or gate valves, with iron wheel head, screwed both ends for iron pipe and fixed complete all specified and directed. |
| 61 | M & L for cutting chases, pinning in brick wall for concealed GI/CPVC pipe , cutting exc 10cm but n.exc 20cm girth and making good to facings where required and pointing in cement mortar 1:3, complete all as specified and directed. |
| 62 | M & L for 50 mm UPVC pipe fixed complete to walls, ceilings or in floors etc. including short lengths, with all pipe fittings such as ends, elbows Shape elbow ,unions, tees, reducing tees, adaptors, sockets, plugs, hose clips etc. and fixing to walls etc, complete with saddles (snap clips), wall clips, hooks, ® complete all specified and directed.Note:- The work shall be carried out in multistorey bldgs upto 7th storey and necessary scaffolding/safety measures be taken and no extra payments will be given for the scaffolding/safety measures. |
| 63 | Dismantling of floor, hearth or wall tiling including internal layer of terrazzo dado and mortar bedding removing rubbish of the premises complete all specified and directed. |
| 64 | M&L for coloured glazed ceramic tiles in vertical surfaces 600mm X 300mm X 7-8 mm thick joint free as in vertical surfaces of wall as dado/skirting, set and jointed in neat cement slurry and pointed in white or coloured cement to match and including rendering 10mm thick in cement mortar 1:4 on brick wall of concrete surfaces and finished fair and even complete all specified and directed. |
| 65 | M & L for coloured non-skid ceramic tiles 7 to 8 mm thick ( square / rectangle) area of each tile exc 0.06 sqm but not exc 0.11 sqm in floors etc set and set and jointed in neat cement slurry and pointed in white or coloured cement to match the work including 15 thick screed bed in CM ( 1:6) complete all specified and directed. |
| 66 | Demolition of cement concrete (un-reinforced) as in sunken floors, paving and any in position and any thickness upto seven storey building including removal of rubbish out side complex (MOD land) , complete all specified and directed. |
| 67 | Supply and apply a glass fiber reinforced acrylic modified cementitious coating system including preparation of surface of sunken portion and M & L for glass fiber reinforced acrylic modified cementitious coating system Sika Top-107 seal IN or equivalent etc and applying a protection plaster (12-15 mm) admixed with appropriate integral waterproofing compound as per manufacturer instruction . The product should conforms to IS 2645. Cleaning of RCC surface to remove dust, loose particles grinding any sharp edges including M&L for sealing of pipe penetration of toilets core cutting in the following stages:- Supply and apply solvent free, moisture insensitive epoxy resin based patch repair putty on pipe penetration surfaces. The putty shall be applied to a groove thickness of minimum 20mm on pipe penetration joint to concrete complete all specified and directed. |
| 68 | M&L for Cement concrete 1:5:10 type E2 (using 40mm graded aggregate) as in filling in sunken floors of toilets complete all specified and directed. |
| 69 | M&L for 25mm thick PCC 1:2:4 type B0 (using 12.5 mm graded stone aggregate) as in levelling course complete all specified and directed. |
| 70 | S&F in repairs 10 Ltrs capacity PVC low level flushing cistern complete with syphone handle lever including connecting to WC and fixing on walls with rawl plug, screws and including PVC connection 15mm size with PTMT nuts of length 450mm complete all specified and directed. |
| 71 | S&F in repair vitreous china wash hand basin (flat black) white of size 550mm X 400mm excluding taps, waste chain and plug and porcelain stopper including a pair of mild steel angle iron brackets and coupling of suitable size complete all specified and directed. |
| 72 | S&F in repair 15mm dia brass chromium plated centre hole mixer for mixing hot and cold water screwed down for iron pipe and fixed to WHB including connection pipe complete all specified and directed. |
| 73 | S&F in repair 15mm dia wall mixer with conversion bend 2 in 1 chromium plated brass fancy type with all connection sleeves, Capstain head, screwed down complete all specified and directed. |
| 74 | S&F in repair angle valve 15mm bore dia brass chromium plated fancy type, screwed down, new high pressure with lever type , chromium plated for iron pipe or unions complete all specified and directed. |
| 75 | S&F in repair brass CP 2 in 1 bib taps 15mm bore with lever type handle complete all specified and directed. |
| 76 | S&F in repair arcylic glass shelf size 450mmx100mm with stainless steel railing fixed to wall with wooden plug and screws complete all specified and directed. |
| 77 | S&F in repair 5.5mm thick sheet glass corner shelf 300 mm size in toilet and bath including stainless steel railing and CP bracket complete all specified and directed. |
| 78 | S&F in repair 600mm X 450mm frameless bevelled edge of 5 mm thick selected quality glass for wall and fixed with wooden plugs and 04 Nos CP brass screw and cup washer complete all specified and directed. |
| 79 | S&F in repair brass chromium plated soap dish fancy type fixed to wall with CP brass screws complete all specified and directed. |
| 80 | S&F in repairs chromium plated brass overhead shower rose 125 mm size swivel type with long chromium plated arm rod including fixing to steel pipe or union complete all specified and directed. |
| 81 | S&F in repair Brass, chromium plated or stainless steel toilet paper holder fancy type with flap fixed to wall with CP brass screws complete all specified and directed. |
| 82 | S&F in repair mild steel chromium plated health faucet suitable for 15mm dia pipe with 1.25 mtr long flexile tube and ABS wall hook including making connections and fixed in position complete all specified and directed. |
| 83 | S&F in repairs PVC Connection 15mm size with brass nuts of length 600mm complete all as specified and directed. |
| 84 | S&F in repair brass chromium plated steel tubular towel rail 20mm dia 'D' type 60cm long between flanges complete all as specified and directed. |
| 85 | S&F in repair vitreous pedestal pattern (European type) water closet pan white cast iron P or S trap type including provn of fixing bolt and plastic seat cover heavy duty with hinging device including 32mm dia flush pipe complete all specified and directed. |
| 86 | S&F in repair 20 mm dia stainless steel tube for curtain rod including pair of suitable S.S brackets and finials approved by GE including taking down old pelmet boxes with curtain rods complete all as specified and directed. |
| 87 | S&F in repair SS curtain rod bracket, holder, side wall bracket, wall to wall bracket suitable for 20mm bore curtain rod as per as per sample approved by GE. |
| 88 | S&F in repair decorative curtain rod finials as per sample approved by GE complete all as specified and directed. |
| 89 | M&L for complete removal of existing treatment on old decorated external wall surfaces of bldg by mechanised sander / express sanding machine having suction vacuum bag or by manual scrapping tools where mechanical removal is not possible complete all as specified and directed.Note:- Quoted rate shall be deemed to be included all necessary scaffolding, safty net etc (work will be executed in multistorey building). |
| 90 | M&L for preparation of external wall surfaces filling in wall care putty in potholes existing or created, and applying minimum 1mm thick wall care putty and again sand papering thus making surface smooth complete all as specified and directed. |
| 91 | M&L for applying priming coat of exterior wall primer applied @ 0.90 litre/ 10 sqm complete all as specified and directed. |
| 92 | M&L for applying two coats of 100% Premium acrylic emulsion(Weather coat) paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives @ 1.43 litre/ 10 sqm over primed old decorated wall surfaces complete all as specified and directed. |
| 93 | M&L for complete removal of existing treatment on old decorated internal wall/ceiling surfaces of bldg by mechanised sander / express sanding machine having suction vacuum bag or by manual scrapping tools where mechanical removal is not possible complete all as specified and directed. Note- Quoted rate deemed to include all necessary scaffolding, safety net etc.(work will be executed in multistory building). |
| 94 | M&L for preparation of internal wall/ceiling surfaces filling in wall care putty in potholes existing or created, and applying minimum 1mm thick wall care putty and again sand papering thus making surface smooth complete all as specified and directed. |
| 95 | M&L for applying priming coat over old internal wall/ceiling surfaces with alkali resistant priming paint complete all as specified and directed. |
| 96 | M&L for applying two coats Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gms/litre, of approved manufacturer, of required shade and colour complete, as per manufacturer's specification complete all as specified and directed. |
| 97 | M&L for preparation of new plastered surface and applying two coats of weather proof exterior acrylic emulsion paint and a coat of primer of approved make & shade including necessary scaffolding/Ladder etc complete all as specified and directed. |
| 98 | Taking down cement plaster or any description including raking out joints, hacking for key, scrubbing down with water etc and removal of debris to a distance not exc 50 mts and depositing where directed. |
| 99 | M&L for 15mm thick rendering on concrete surface/brick surface in cement mortar (1:4) surface finished even and fair without using extra cement and complete all as specified and directed. |
| 100 | M&L for rendering 10mm thick cement plaster in cement mortar (1:6) finished even & fair without using extra cement on brick/concrete surfaces complete all specified and directed. |
| 101 | M&L for preparation of new surfaces of wall and applying two coats of Oil bound distemper including primer with roller complete over a coat of wall care putty (minimum thickness 1 mm) complete all specified and directed. |
| 102 | M&L for preparation of new plastered surfaces of wall and applying two coats of exterior emulsion paint including primer with roller over a coat of wall care putty (minimum thickness 1 mm) complete all as specified and as directed. |
| 103 | M & L for Preparing old painted steel surfaces over 10cm width or girth and applying one coat of synthetic enamel paint all as specified. |
| 104 | M&L preparation of newly plastered surfaces of ceiling and applying three coats of white wash all as specified and directed. 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 |
