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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 in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 2 | All kinds of soil. |
| 3 | 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 up to 50 m and lift up to 1.5 m. |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 5 | 1:3:6 (1 Cement : 3 coarse sand(zone-III) : 6 graded stone aggregate 20 mm nominal size). |
| 6 | 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) |
| 7 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc., up to floor five level, excluding the cost of centering, shuttering and finishing : |
| 8 | 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 9 | Making plinth protection 50 mm thick of cement concrete 1: 3: 6 (1 cement: 3 coarse sand: 6 graded stone aggregate 20 mm nominal size) over 75 mm bed of dry brick ballast 40 mm nominal size well ramed and consolidated and grouted with fine sand including finishing the top smooth |
| 10 | Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. |
| 11 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand(Zone III) : 4 graded stone aggregate 12.5mm nominal size). |
| 12 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : |
| 13 | 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size). |
| 14 | 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. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : |
| 15 | 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size). |
| 16 | Centring and shuttering including strutting, propping etc. and removal of form for |
| 17 | Foundations, footings, bases of columns etc. for mass concrete. |
| 18 | Walls (any thickness) including attached pilasters, buttresses, plinth andstring courses etc. |
| 19 | Edges of slabs and breaks in floors and walls. |
| 20 | Under 20 cm wide |
| 21 | Columns, Pillars, Piers, Abutments, Posts and Struts. |
| 22 | Suspended floors, roofs, landings, balconies and access platform. |
| 23 | Lintels, beams, plinth beams, girders, bressumers and cantilevers. |
| 24 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level. |
| 25 | Cold twisted/TMT bars |
| 26 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : |
| 27 | Cement mortar 1: 6 (1 cement: 6 coarse sand) |
| 28 | Extra for brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level |
| 29 | Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer. |
| 30 | Steel work in built up tubular ( round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. |
| 31 | Hot finished welded type tubes. |
| 32 | Providing and fixing aluminium tower bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade with necessary screws etc. complete : |
| 33 | 200x10 mm |
| 34 | Providing and fixing aluminium D handles ISI marked (powder coated) with necessary screws etc. complete : |
| 35 | 250 mm |
| 36 | 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 @ 3.3kg/sqm including grouting the joints with white cement and matching pigments etc., complete. |
| 37 | Size of Tile 600x600 mm |
| 38 | Providing gola 75x75mm in cement concrete 1:2:4 (1 cement :2 coarse sand : 4 stone aggregate 10 mm and down gauge) including finishing with cement mortar 1:3(1 cement : 3 fine sand) as per standard design |
| 39 | In 75x75mm deep chase |
| 40 | Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1mx1mx400 micron, finished with 12mm cement plaster 1:3 (1 cement :3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. |
| 41 | 12 mm cement plaster of mix : |
| 42 | 1:6 (1 cement: 6 fine sand) |
| 43 | 18mm Cement plaster in two coats under layer 12mm thick cement plaster 1 : 5 (1 cement : 5 coarse sand) finished with a top layer 6mm thick cement plaster 1 : 6 (1 cement : 6 fine sand) |
| 44 | 1:6 (1 cement: 6 fine sand) |
| 45 | 6 mm cement plaster of mix : |
| 46 | 1:3 (1 cement: 3 fine sand) |
| 47 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 48 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade. |
| 49 | New work (two or more coats) over and including water thinnable priming coat with cement primer. |
| 50 | Finishing walls with Acrylic exterior paint of required shade : : |
| 51 | New work (Two or more coat and including priming coat of exterior primer applied @ 2.20 kg/10 sqm). |
| 52 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : |
| 53 | Two or more coats on new work. |
| 54 | Providing and laying RBM (River Bed Material) including loading, carrying, unloading, spreading, compacting and watering complete item. |
| 55 | Providing and injecting chemical emulsion for pre/post constructional Anti-termite treatment, creating continuous chemical barrier under and around the column pits, walls, trenches, basement excavation,top surface of the plinth filling, junction of wall and floor,along the external perimeter of building,expansion joints, over the top surface of consolidated earth on which apron is to be laid, surrounding of pipe and conduits with chloropyriphos emulsifiable concentrates of 20% concentration, including cost of chemical, diluting in water to 1% concentration, labour, HOM of equipments, complete as per specifications.(plinth area of building at ground floor only shall be measured). |
| 56 | Providing and fixing following PVC pipes alongwith necessary assesories and fitting (such as tee, elbow, bends etc )complete items |
| 57 | PVC pipe (100 mm nominal dia) |
| 58 | Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary 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 required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass/ stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) : |
| 59 | For fixed portion |
| 60 | Powder coated aluminium (minimum thickness of powder coating 50 micron) |
| 61 | For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately). |
| 62 | Powder coated aluminium (minimum thickness of powder coating 50 micron) |
| 63 | Providing and fixing ACP 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 . |
| 64 | 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): |
| 65 | With float glass panes of 5.0 mm thickness |
| 66 | Providing and fixing wire gauge 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): |
| 67 | Providing and fixing anodised aluminium grill (anodised transparent or dyed to required shade according to IS: 1868 with minimum anodic coating of grade AC 15) of approved design/pattern, with approved standard section and fixed to the existing window frame with C.P brass/ stainless steel screws @ 200mm centre to centre, including cutting the grill to proper opening size for fixing and operation of handles and fixing approved anodised aluminium standard section around the opening, all complete as per requirement and direction of Engineer-in-charge. (Only weight of grill to be measured for payment) |
| 68 | Providing and fixing aluminium lock handles for aluminium sliding shutters. |
| 69 | Providing and fixing 100mm brass locks (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete. |
| 70 | Providing and fixing double action hydraulic floor spring of approved brand and manufacture conforming to IS : 6315, having brand logo embossed on the body / plate with double spring mechanism and door weight upto 125 kg., for doors, including cost of cutting floors ,embedding in floors as required and making good the same matching to the existing floor finishing and cover plates with brass pivot and single piece M.S. sheet outer box with slide plate etc. complete as per the direction of Engineer-in-charge. |
| 71 | With stainless steel cover plate minimum 1.25 mm thickness. |
| 72 | Constructing brick masonry circular manhole 1.22 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand) inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with a floating coat of neat cement foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design : |
| 73 | 1.68 m deep with SFRC Cover and frame (heavy duty HD- 20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete.(Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately) : |
| 74 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 75 | Extra depth for circular type manhole 1.22 m internal dia (at bottom) beyond 1.68 m to 2.29 m : |
| 76 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.6 |
| 77 | Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design : |
| 78 | With 20 mm diameter round bar |
| 79 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : |
| 80 | 300 mm dia. R.C.C. pipe |
| 81 | 450 mm dia. R.C.C. pipe |
| 82 | Providing and laying Plain Cement Concrete (PCC) of M10 grade (1 cement: 3 coarse sand: 6 graded stone aggregate 40 mm nominal size) as pipe bedding and haunching, surrounding the RCC pipe 450 mm diameter from the bottom up to the spring level, including the cost of materials, labour, mixing, conveying, laying, compacting, and curing complete. |
| 83 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c trenching and refilling. |
| 84 | 80 mm dia. nominal bore (medium) |
| 85 | 25 mm dia. nominal bore (medium) |
| 86 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete |
| 87 | 25 mm nominal bore |
| 88 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) |
| 89 | 80 mm nominal bore |
| 90 | esign, Engineering, Fabrication, Supply, Erection, Testing, and Commissioning of a 125,000 Litres per Day (125 KLPD) capacity Skid Mounted, Compact Modular Sewage Treatment Plant (STP). The job includes the fabrication of a multi-stage MS treatment train (6 mm thick plates with stiffeners, internal FRP lining, and external Epoxy coating) comprising a Primary Aeration Chamber (40 KL), Secondary Aeration Chamber (35 KL), Tube Settler Clarifier (25 KL) with media, Prefilter Sump (10 KL), and Sludge Holding Tank (10 KL). The scope encompasses the supply and installation of all electro-mechanical equipment in a 1 Working + 1 Standby (1W+1S) configuration, including Twin Lobe Blowers (150 m³/hr, 5 HP) , Sewage Transfer Pumps (2 HP) , Secondary Transfer Pumps (2 HP) , and Sludge Recirculation Pumps (2 HP). The job further includes a comprehensive Automatic Electrical Control Panel with level control logic, auto-changeover, and motor protection (MCCB/Overload) , along with an Electromagnetic Water Flow Meter , Multimedia Filter (MMF), and Activated Carbon Filter (ACF). Includes all internal interconnecting piping, valves, instrumentation, trial runs, and operator training. (Excluding Civil RCC works, main power cabling to panel, and freight) . Please Enable Macros to View BoQ information |
