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| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m.All kinds of soil. |
| 2 | Filling in foundation with boulder and moorum in the ratio of 70:30 including watering and compaction as per the instruction of engg in charge |
| 3 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources: 6 graded stone aggregate 40 mm nominalsize derived from natural sources). |
| 5 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level.1:1.5:3 (1 cement: 1.5 coarse sand (zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 6 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth: consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. |
| 7 | Brickwork with FLY ASH bricks in foundation and plinth in C.M. 1:6 of approved quality as per the instructions of engg in charge |
| 8 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement: 1.5 coarse sand (zone-III)derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 9 | Brick work with clay flyash F.P.S. (non modular) brick of class designation 7.5 in superstructure above plinth level up to floor five level in :Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 10 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts, etc. Upto floor five level excluding cost of centring, shuttering, finishing and reinforcement. 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 11 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 12 | Centring and shuttering including strutting, propping etc. and removal of form for :Foundations, footings, bases of columns etc. for mass concrete. |
| 13 | Centring and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access platforms |
| 14 | Centring and shuttering including strutting, propping etc. and removal of form for :Lintels, beams, plinth beams, girders, bressumers and cantilevers. |
| 15 | Centring and shuttering including strutting, propping etc. and removal of form for :Columns, Pillars, Piers, Abutments, Posts and Struts |
| 16 | 12 mm cement plaster of mix :1:6 (1 cement : 6 fine sand ) |
| 17 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 600x600 mm |
| 18 | Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. complete. Size of Tile 600x600 mm |
| 19 | Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer, of required shade and colour all complete:New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 pram/litre |
| 20 | Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm |
| 21 | Painting with synthetic enamel paint of approved brand and manufacturer to give an even shade ( Two or more coats on new work ) |
| 22 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. all complete.Fixed to steel windows by welding |
| 23 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. |
| 24 | Providing and fixing aluminium work for doors,windows,ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sectionsof approved make conforming IS: 733 and IS: 1285, fixingwith dash fasteners of required ia and size,includingnecessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc.Aluminium sections shall be smooth, rust free, straight,mitred and jointed mechanically wherever requiredincluding cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete asper architectural drawings and the directions of Engineer-incharge.(Glazing, paneling and dash fasteners to be paid forseparately) :For shutters of doors, windows & ventilator sincludingproviding and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost ofEPDM rubber / neoprene gasket required (Fittings shall be paid for separately) Powder coated aluminium (minimum thickness of powder coating 50 micron) |
| 25 | Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item):With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) |
| 26 | Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessarybutt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge. |
| 27 | Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hardwood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: ( 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws ) |
| 28 | Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete : ( 125 mm ) |
| 29 | Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete : ( 300 mm x 16 mm ) |
| 30 | Providing and fixing ISi marked oxidised M.S. door latches conforming to IS:5930 with screws etc. complete: (copper oxidized as per IS: 1378) 250x20x6 mm |
| 31 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-Charge) of total coated thickness 0.50mm (base metal of minimum 0.45mm thickness with total coating thickness of 0.05mm) with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in- charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. |
| 32 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 33 | Extra for providing and fixing wind ties of 40x 6 mm flat iron |
| 34 | Providing and fixing M.S. fan clamp type I or II of 16 mm diaM.S. bar, bent to shape with hooked ends in R.C.C. slabs orbeams during laying, including painting the exposedportion of loop, all as per standard design complete. |
| 35 | Providing & fixing approved make PVC false ceiling on existing Al frame work and ceiling panel made out of rigid PVC multi camber hollow section of 7mmx250mm joint with conceled screws fixed on structure and no frame element is visible from outside including necessary holes/cuts for light fixtures and remarking damaged surface |
| 36 | Point wiring for independent plug in PVC trunking (casing-capping) with 1.5 sq.mm FRLSH grade copper wire, flush type switch,earthing and required accessories as per specification no. WG-PW/SW |
| 37 | Supplying and erecting shockproof 3 pin plug socket 6A with porcelain base/flush type erected on filled polypropylene board or polished thick varnished double wooden block / folded or screwed board with top of either wooden/ 3mm thick hylam sheet/ 4mm thick plywood pasted with 1.5mm thick laminate with S M screws and duly connected. |
| 38 | Point wiring for independent plug in PVC trunking (casing-capping) with 1.5 sq.mm (2+1E) FRLSH grade copper wire, modular type switch, earthing and required accessories as per specification no. WG-PW/SW |
| 39 | Supplying and erecting flushtype shock proof plugsocket 6A & 16A (6pin) with 16A switch combined with indicator lamp and fuse with gang box on wooden board. |
| 40 | Supplying and erecting electronic type step regulator for ceiling fan 600/ 900/ 1200/ 1400 mm. sweep, complete erected on provided switch board. |
| 41 | Supplying & erecting mains with 2x2.5 sq.mm FRLSH copper PVC insulated wire laid in provided conduit/ trunking/ inside pole /bus bars or any other places. as per specification no. WG-MA/BW |
| 42 | Supplying, erecting & marking SPMCB 6Ato32A ,B-series with rated short-circuit breaking capacity(Icn) 10kA in provided distribution board as per specification no. SW-MCB |
| 43 | Supplying, erecting & marking FPMCB 40A to 63A, with rated short- circuit breaking capacity (Icn) 10kA in provided distribution board as per specification no. SW-MCB |
| 44 | Supplying & erecting ready to use Retrofit T8 LED, 18 / 20 watt tube light with polycarbonate body, heat sink, integrated HF electronic driver complete & compatible to T8 / T12 LED luminaire by disconnecting starter & ballast if necessary as per specification No. FG-LP/RET. |
| 45 | Supplying and erecting Energy Saving Ceiling fan of 3 star rating as per BEE 230 V A.C. 50 cycles 1200 mm complete erected in position as per specification no. FG-FN/CF |
| 46 | Supplying, installing and testing earthing with copper earth plate size 30 x 30 x 0.315 cm complete with all accessories of copper materials & recording the results as per specification no. EA-EP |
| 47 | Supplying and erecting single pole and neutral distribution board (SPNDB), with 2 ways for incoming and 6 ways (6 poles) for outgoing SP MCBs, with door, 1.2mm thickness surface/flush mounted, IP 43 Protection on provided iron/GI frame as per specification no. SW-MCBDB |
| 48 | Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 metres . Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location with all lifts and lead upto 1000m as per relevent clauses of section-300 of specification. |
| 49 | Construction of granular sub-base by providing well graded material like natural sand crushed gravel or crushed stone having CBR >30, preading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator or plant mix method at OMC, and compacting with vibratory rollers of 80 to 100 kN static weight to achieve the desired density, complete as per Clause 401 of Specification. Plant Mix Method For Grading-I Material |
| 50 | Construction of granular sub-base by providing well graded material like natural sand crushed gravel or crushed stone having CBR >30, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator or plant mix method at OMC, and compacting with vibratory rollers of 80 to 100 kN static weight to achieve the desired density, complete as per Clause 401 of Specification. Plant Mix Method For Grading-III Material |
| 51 | Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8- 10 tonnes vibratory roller, finishing and curing as per clause 601 of specification complete in all respect. (Without Batch Mix Plant and paver machine ) |
| 52 | Cement Concrete Pavement Construction of un-reinforced, dowel jointed,plain cement concrete pavement M-30 gradeconcrete over a prepared sub base with cement , coarse and fine aggregate conforming to IS383, maximum size of coarse aggregate notexceeding 25 mm, mixed in a batching andmixing plant as per approved mix design,transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in acontinuous operation including provision ofcontraction, expansion, construction andlongitudinal joints, joint filler, separationmembrane, sealant primer, joint sealant,debonding strip, admixtures as approved, curing compound, finishing to lines and grades as perdrawing as per IRC 15 2011 and as per relevantclauses of section 602 of specifications complete but including cost of steel in dowel bar and tie rods etc. (Without Batch Mix Plant and paver machine ) |
| 53 | Construction of shoulders with approved material/ selected soil i/c excavation all lifts & leads i/c grading to required slope & camber of 4% and compacting using vibratory roller of 80 to 100 kn static weight to meet req. as per relevant clause of 400 |
| 54 | Providing and fixing FRP Dual Toilet(Western commode and Indian WC)Size – 4 fit x8 fit x7fit HBoth Side Finising1} Platform – Made up of Angle 32x3 and suporting angle 25x3. 2) Flooring - FRP panel of 5mm thickness and 12 \\" above from ground level.3} Side Panel- 32mm wall panel made in ms pipe 1’x1’ MS pipe with lamination of FRP moulded sheet 2 mm thick on both side.4) Door –FRP door sheet lamination to pipe structure 2\\"x1/2\\".5) Water tank - 200 liter plastic tank Overhead.6) Seat - Ceramic WC Seat with flush tank & FRP wash Basin out side with plumbing arrangement.7) Electical - One inside and one out side and Providing and fixing FRP Boidigester Tank Capacity -1500 liter Uses-12 person Size- 5ft x 3.5 ft x 3.25 ft H with 4 mm thick with reinforcement of angle and pipes of 110 mm inlet and 90 mm outlet PVC pipe and 20 mm UPVC gas pipe, 1 kg Bacteria powder will be proveded. Excluding the cost of civil works to be done. |
| 55 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work 25 mm dia nominal bore |
| 56 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 25 mm nominal bore |
| 57 | Constructing soak pit 1.20x1.20x1.70 m filled with brickbats including S.W. drain pipe 100 mm diameter and 1.20 m long complete as per standard design. |
| 58 | Providing and fixing powder coated aluminium work (minimum thickness of powder coating 50 micron) consisting of tee/ angle sections, of approved make conforming to IS : 733 in frames of false ceiling including aluminium angle cleats with necessary C.P. brass/ stainless steel sunk screws, aluminium perimeter angles fixed to wall with stainless steel rawl plugs @ 450 mm centre to centre and fixing the frame work to G.I. level adjusting hangers 6 mm dia. with necessary cadmium plated machine screws all complete as per approved architectural drawings and direction of the Engineer-in- charge (level adjusting hangers, ceiling cleats and expansion hold fasteners to be paid for separately). |
| 59 | Total impact of GST for the purpose of CTC Please Enable Macros to View BoQ information |
