| 1 | 1 | Renovation Work | BI01010001010000000000000515BI0100001112 | | |
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| 2 | 1.01 | 125 mm. thick brick work with 1st class bricks in cement nnortar (1:4) in ground floor. \n | BI01010001010000000000000515BI0100001113 | 15.837 | sqm |
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| 3 | 1.02 | Brick work with 1st class bricks in cement mortar (1 :6 ) (b) ln superstructure, ground floor \n | BI01010001010000000000000515BI0100001114 | 8 | cum |
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| 4 | 1.03 | Ordinary Cement concrete (mix '1 :1.5:3) with graded stone chips (20 mm nominalsize) excluding shuttering and reinforcement,if any, in ground floor as per relevant lS codes.a) Pakur Variety | BI01010001010000000000000515BI0100001115 | 10 | cum |
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| 5 | 1.04 | Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete labs,beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor) | BI01010001010000000000000515BI0100001116 | 48 | sqm |
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| 6 | 1.05 | Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction.i) Tor steel/Mild Steel | | 1.5 | MT |
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| 7 | 1.06 | 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, caffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surfacel ii) With 1:4 cement mortar\n(a)20 mm thick plaster i) Ground Floor | | 50 | sqm |
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| 8 | 1.07 | Wood work in door and window frame fitted and fixed\nin position complete including a protective coat of\npainting at the contact surface of the frame exluding\ncost of concrete, lron Butt Hinges and M.S clamps.\n(The quantum should be correted upto three decimals).\nSal (local) | | 0.6 | cum |
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| 9 | 1.08 | Panel shutters of door and window, as per design (each panel consisting of singte plank without joint), including fitting and fixing the same in position but excluding the cost of hinge and other fittings. in ground floor. (ln case of non-supply of single plank, penal rate of reduction of 20% will be made). (iii) 35mm thiek shutters with 19mm thick panel of size 30 to 45 cm (b) Sishu, Gamar, Champ,Badam,Bhota, Mogra, Hallak. | | 16.8 | cum |
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| 10 | 1.09 | lM.S. structural works in roof trusses witfr tubular sections conforming to lS: 806-'1968 & lS: 1161- 1998 cnnected to one another 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 lS: 816- 1969 & lS: 9595 using electrodes of approved make and brand conforming to lS:814- 2004, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour reqired for the work including all incidental chages such as electricity charges, labour insurance charges etc. Payment to be made on the basis of calculated weight of structural tubular memebrs as specified in relevent lS code in finished work. Payment for gusset, bracket, cleat may be made by adding the actual weight of such items with weight of finished structural\nmembers. The rates are considered for a height of erection 8\nm. / 2nd floor level from the ground. Add 1.5 %o extra over\nthe rate for each additional floor or 4m. beyond the initial 8\nm. or part thereof.i) For trusses spanning up to 12.00 m | | 0.5 | MT |
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| 11 | 1.1 | Supplying, fitting & fixing Zn-Al atloy (55% At & 45%\nZn)coating of 150 grams per sq. metre (foilowed by\ncolour coated on both side) steel sheet work having\nminimum yield strength of 550 Mpa of trapizoidal profile\nof approved make frame work) fitted and fixed with 55\nmm & 25 mm self tapping screw, EPDM Washer 16\nmm dia & 3 mm th. washer etc. complete with 150 mm\nend lap and one corrugation minimum side lap.\n(Payment to be made on area of finished work). (i) ln\nRoof:- a)With 0.5 mm thick sheet | | 98 | sqm |
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| 12 | 1.11 | Supplying,fitting & fixing of 2-Track / 3-Track\nAluminium sliding Window of allAluminium sections\nviz. window frame top,bottom & side frame), shutter\n(top, bottom, side & interlock member) made of\naluminium alloy extrusions conforming to lS 733-1983\n& lS 1285-1975, annodised conforming to lS i868-\n1983, fitted with all other accessories viz. pVC roller,\nEPDM gasket, maruti lock, screws etc. including labour\ncharges for fitting & fixing of aluminium 2{rack/3track\nsliding window with fixing of glass (exctuding cost of\nglass) all complete as per architectural drawings and\ndirection of Engineer-in-charge.\n10-'12 Micron thrckness Annodizing film Naturalwhite | | 55 | kg |
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| 13 | 1.12 | Supplying best lndian sheet glass panes set in putty and fitted and fixed with nails and putty complete. (ln ail floors for internalwall & upto 6 m height for external wall) (ii)4 mm thick | | 14.96 | sqm |
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| 14 | 1.13 | for sanitary and plumbing works | | 1 | Job |
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| 15 | 1.14 | for Electrical work | | 1 | Job |
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| 16 | 1.15 | GST @12% | | 1 | item |
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| 17 | 1.16 | Labour Welfare Cess @1% | | 1 | item |
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