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| 1 | Dismantling R.C. floor, roof, beams etc. includingcutting rods and removing rubbish as directedwithin a lead of 75 m. including stacking of steelbars.(a) In Ground floor including roofIn ground floor |
| 2 | Taking out Mirzapur or glazed porcelain tiles carefully by chiselling from walls or floor including stacking serviceable material as directed. |
| 3 | Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m.In ground floor including roof. (a) upto 150 mm. Thick |
| 4 | Stripping off worn out plaster and raking out joints of walls, celings etc. upto any height and in any floor including removing rubbish within a lead of 75m as directed.CBTF Sister Changing Room |
| 5 | Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes.a) Pakur Variety |
| 6 | Supplying and laying true to line and level Double Charge Vitrified Tiles of approved brandconforming to IS 15622: 2006 (Group B I a) and tested as per IS 13630:2006 (relevant parts) [Non-modular sizes for tiles with Water Absorption (av.) ≤ 0.08 %] in floor, skirting etc. set in 20 mm thick sand cement mortar (1:4) bed prepared after application of slurry using 1.75Kg of cement per Sqm over the base and 2mm thick cement slurry using cement @2.91Kg./sqm at the back side of the tiles and laid over the mortar bed using 0.2 kg/sqm of White cement used for joint filling with approved pigment as directed and removal of wax coating of top surface of tiles with warm water and polishing the tiles using soft and dry cloth upto mirror finish complete including the cost of materials,Iabour and all other incidental charges complete true to the manufacturer's pecification and direction of Engineer-in-Charge. (Note: This work should not be executed without specific permission of Superintending Engineer)(a) ln Ground FIoor:(size not Iess than 600mmX 600 mm X 9.5 mm thick)CBTF Sister Changing Room |
| 7 | Cement concrete (1:1.5:3) with graded stone chips 5.6 mm size with hexagonal square mesh wire netting, I.R.C. fabric mesh or X.P. M. fitted and fixed after tying the existing reinforcement on concrete without distributing the same and with proper scarping and cleaning the reinforcement and disturbed concrete with wire brush etc. after applying a coat of cement excluding the cost of wire netting I.R.C or X. P. M. & cost of all handling and scaffolding complete as per direction of Engineer-in -charge.b) 25 mm thick |
| 8 | Cleaning the concrete surface by removing dirt and debris, marking defectivelocations and removing loose concrete by careful stripping untill hard surfaceis exposed, cutting the concrete to regular shape, wire brushing the exposedsurface and removing debris from site complete as per direction of theEngineer - in - Charge. |
| 9 | Applying epoxy based reactive joining agent for joining the old concrete with fresh concrete to be applied within manufacturer's specified time as per manufacturers specification. (0.4 Kg / m² of concrete surface). |
| 10 | (a) Applying 2 coats of bonding agent with synthetic multi functional rubber emulsion having adhesive and water proofing properties by mixing with water in proportion (1 bonding agent : 4 water : 6 cement) as per Manufacturer's specification [Cement to be supplied by the Department] |
| 11 | (a) M.S.or W.I. Ornamental grill of approved design joints continuously welded with M.S, W.I. Flats and bars of windows, railing etc. fitted and fixed with necessary screws and lugs in ground floor.(i) Grill weighing above 10 Kg./sq.mtr and up to 16 Kg./sq. mtr. |
| 12 | M.S. structural works with hollow sections (square or rectangular shape) conforming to IS: 806-1968 & IS:1161-1998) connected to one another with bracket, gusset, cleat as per design, drawing & direction of Engineer-in-Charge complete including cutting to requisite shape & size, fabrication including metal arc welding conforming to IS: 816-1969 & IS: 9595 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete.i) For roof truss works a) Span up to 12 Mtr(a) In gr floor including roof. |
| 13 | Renewing IRC fabric mesh of 75mm x 50mmx4.5mmx2.7mm on 50mm x 50mm x 6mm old angle iron frames all round and one 37.5mm x 6mm M.S. flat bar overthe netting all round welded to angle iron frame and providing lockingarrangements if necessary and with two coats of synthetic enamel paint(Other than Hi-gloss) fitted and fixed with clamps or haskal doomney etc. complete including flat stiffeners on every 1.0 m apart both ways. Cost of Concrete forfixing will be paid separately) |
| 14 | Supplying, fitting & fixing Zn-Al alloy (55% Al & 45% Zn) coating of 150 grams per sq. metre (followed by colour coated on both side) steel sheet work having minimum yieldstrength of 550 Mpa of trapizoidal profile of approved make (excluding the supporting frame work) fitted and fixed with 55 mm & 25 mm self tapping screw, EPDM Washer 16 mm dia & 3 mm th. washer etc. complete with 150 mm end lap and one corrugation minimum side lap. (Payment to be made on area of finished work).(i) In Roof:- a) With 0.5 mm thick sheet |
| 15 | Supplying,fitting & fixing of 2-Track / 3-Track Aluminium sliding Window of all Aluminium sections viz. window frame (top,bottom & side frame), shutter (top, bottom, side & interlock member) made of aluminiumalloy extrusions conforming to IS 733-1983 & IS 1285-1975, annodisedconforming to IS 1868-1983, fitted with all other accessories viz. PVCroller, EPDM gasket, maruti lock, screws etc. including labour chargesfor fitting & fixing of aluminium 2-track/3-track sliding window withfixing of glass (excluding cost of glass) all complete as per architecturaldrawings and direction of Engineer-in-charge.10-12 Micron thickness Annodizing filmNatural whiteFor 3-Track window : Members for Bottom frame @ 1.233 Kg per Mtr. and for Top and Side frame @ 1.067 Kg per Mtr. and for shutter Bottomand Top member @ 0.472 Kg per Mtr., Style side member @ 0.493 Kg per Mtr. and Interlock member @ 0.612 Kg per Mtr[Note : for estimate purpose construction wing may consider weight of 2-track Aluminium window @ 5.5 Kg per Sq.M.and 3-track Aluminium window @ 6.5 Kg per Sq.M] 3-Track Aluminium sliding Window |
| 16 | Supplying bubble free float glass of approved make and brand conforming to IS: 2835-1987.vi) 6mm thick coloured / tinted / smoke glass |
| 17 | Supplying, fitting & fixing of Aluminium fixed partion wall of all aluminium sections viz top, bottom and side member, intermediate member, glazing clip made of Aluminium Alloy Extrusions conforming to IS: 733-1983 and IS: 1285-1975, annodized conforming to IS:1868- 1983, fitted with all other accessories viz. EPDM gusket,cleat, angle screws etc. including labour charges for fitting and fixing of aluminium fixed partition wall with glass / panel board all complete as per architectural drawings and direction of Engineer-in-charge.(Excluding cost of glass/ panel board, 10-12 Micron thickness Annodizing film.Natural white.a) for unsupported length of vertical member upto 1.50m. height of both ends of vertical member restrained but panel with in 0.90 sqm(unit wt of Top, bottom & side member @1.366 kg/m ; intermediate member @ 1.443 kg/m; glazing clip: 0.167 kg/m respectively)[Note : for estimate purpose construction wing may consider weight of Al-Sections for Partition wall @ 5.7 Kg per Sq.M]CBTF ,Central Block above sliding window |
| 18 | M.S. structural works in roof trusses with tubular sections conforming to IS: 806-1968 & IS: 1161- 1998 cnnected to oneanother with bracket, gusset cleats as per design, direction of Engineer-in-charge complete including cutting to requisite size, fabrication with necessary metal arc welding conforming to IS: 816-1969 & IS: 9595 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete.The rate includesi) For trusses spanning up to 12.00 ma) In gr floor |
| 19 | Supplying, fitting & fixing UPVC pipes A- Type and fittings conforming to IS:13592-1992 with all necessary clamps nails, including making holes in walls, floor etc. cutting trenches in any soil through masonry concrete structures etc if necessary and mending good damages including joining with jointing materails (Spun Yarn, Valamoid/Bitumen/M-Seal etc) complete.A) UPVC Pipes: (iii) 160 mm. Dia. |
| 20 | B) UPVC Fittings:c) Bend 87.5 degree (iii) 160 mm. Dia |
| 21 | Supplying, fitting & fixing factory made foam PVC (density shall not be less than600 kg/cum) door frame (finished weight of 2.73 kg/mtr.) of size 100mm X 45mmmade off with 5mm thick extruded foam PVC sheet, mitre cut at junction ofhorizontal and vertical member and joined them by heat welding. Entire doorframe profiles to be reinforced with steel primer coated 19 SWG 40mm X 20mmM.S. tube. An additional 5mm thick PVC sheet with desired colour/shade to beprovided at the exposed surface and three nos 5mm thick PVC sheet to beprovided as gap insert. The door frame to be fixed with wall by using 8mm dia.and 100mm long strainless steel screws and PVC fasteners. A minimum of 4 nos. screws to be provided for each vertical member & 2 nos. for horizontal memberall complete as per direction of Engineer-in-Charge.(b) Pre-laminated Colour |
| 22 | Supplying, Fitting & Fixing 30 mm thick both side prelaminated Factory madesolid Panel PVC Door Shutter consisting of outer frame made out of M.S. tubes of19 gauge thickness and size 19 mmx19 mm for styles, top and bottom rails, M.S.frame shall have cost of steel primers of approved make and manufacture, M.S.frame covered with 5 mm th. heat moulded PVC “C” channel of size 30 mm th, 70mm width out of which 50 mm shall be flat and 20 mm shall be tapered in 45degree angle on either sides forming styles; and 5 mm th. 95 mm wide PVC sheetout of which 75 mm shall be flat and 20 mm tapered in 45 degree on the innerside to form top & bottom rail and 115 mm wide PVC sheet out of which 75mmshall be flat and 20 mm shall be tapered on both sides to form lock rail. Top,bottom and lock rails shall be provided either side of the panel with 10 mm (5mmx2) th.,20 mm wide cross PVC sheet as gap insert for top rail and bottom railsheet to be fitted in the M.S. frame welded/sealed to the styles &rails with 7 mm (5mm+2 mm) th.x15 mm wide PVC sheet beading on inner side and joined togetherwith solvent cement adhesive. An additional 5 mm th. PVC strip of 20 mm which isto be stuck on the interior side of the “C” channel using PVC solvent adhesiveetc. complete excluding all necessary hardwares as per direction of Engineer-in-Charge. |
| 23 | Supplying, fitting and fixing M.S. clamps for door and window frame made of flat bent bar, end bifurcated with necessary screws etc. by cement concrete(1:2:4) as per direction. (Cost of concrete will be paid separately)(b) 40mm X 6mm, 200mm Length |
| 24 | Iron butt hinges of approved quality fitted and fixed with steel screws, with ISI mark.(viii) 100mm. X 75mm. X 3.50mm.(Add Extra 30% for Oxidised Fittings) |
| 25 | Iron socket bolt of approved quality fitted and fixed complete.(c) 150mm long x 10mm dia bolt. |
| 26 | Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface]i) With 1:6 cement mortar i) In gr foor(b) 20 mm thick plaster Inside plaster |
| 27 | (ii) With 1:4 cement mortar (c) 10 mm thick plasterGround floor |
| 28 | (b) Rendering the surface of walls and ceiling with white cement based wall putty of approved make and brand(1.5mm thick) in Ground Floor. |
| 29 | Applying Interior grade Acrylic Primer of approved quality and brand on plastered or cencrete surface old or new surface to receive Distemper/ Acrylic emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer's specification and as per direction of the EIC. (In Ground Floor)(a) One Coat |
| 30 | Applying Acrylic Emulsion Paint of approved make and brand on walls and ceiling including sand papering in intermediate coats including putty (to be done under specific instruction of Superintending Engineer) : (Two coats)ii) Luxury Quality |
| 31 | (a) Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc |
| 32 | (b) Priming one coat on timber or plastered surface with synthetic oil bound primer of approved quality including smoothening surfaces bysand papering etc. |
| 33 | (A) Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. Including using of approved putty etc. on the surface, if necessary :a) On timber or plastered surface : With super gloss (hi-gloss) - (iv) Two coats (with any shade except white)same as priming area |
| 34 | b)On stee or other metal surface(iv) Two coats (with any shade except white)same as priming area |
| 35 | Supplying, fitting and fixing in position reinforced cement polymer concretemanhole /gully pit cover with matching frame.As per I.S-12592(M.D)(viii) 5 MT load bearing capacity gully pit cover with frame and hinge arrangement for opening of sizeCover: 470 mm X 420 mm X 80 mmFrame: 590 mm X 550 mm X 170 mmopening: 380mm x 305mmWeight: 100 kg (approx) |
| 36 | (ix) Light duty gully pit cover (yard gully) with with frame and hingearrangement for opening .Cover: 300 mm X 275 mm X 30 mmFrame: 450 mm X 375 mm X 75 mmopening: 300mm x 225mmWeight: 43 kg (approx) |
| 37 | Removal of rubbish,earth etc. from the working site and disposal of the same beyond the compound, in conformity with the Municipal / Corporation Rules for such disposal, loading into truck and cleaning the site in all respect as per direction of Engineer in charge Please Enable Macros to View BoQ information |
