|
| 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 2 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 3 | Centering and shuttering including strutting, propping etc. and removal of form forFoundations, footings, bases of columns, etc. for mass concrete |
| 4 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 5 | Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 6 | Suspended floors, roofs, landings, balconies and access platform |
| 7 | 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 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): |
| 8 | 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 :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 common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 10 | Brick work with common burnt clay machine moulded perforated bricks of class designation 12.5 conforming to IS: 2222 in superstructure above plinth level up to floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) :With F.P.S.(non modular) bricks |
| 11 | Earth work filling in plinth in Rooms By cartege up to 6 km distance I/C all material labour T&P proper complition to the work . As per Analysis |
| 12 | 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). |
| 13 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. (Cold twisted bars ) |
| 14 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works |
| 15 | Providing and fixing 1 mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners,all necessary fittings complete, including applying a priming coat of approved steel primer.Using flats 30x6 mm for diagonal braces and central cross piece |
| 16 | Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with :5.5 mm thick glass panels |
| 17 | Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. |
| 18 | Supplying and filling in plinth with sand under floors, including watering,ramming, consolidating and dressing complete. |
| 19 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.40 mm thick with 20 mm nominal size stone aggregate |
| 20 | 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 20 mm 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. |
| 21 | 12mm thick plaster with 1:6 cement & F/sand of 1.25 FM minimum thickness not to be less than 10 mm I/C supply of all materials labour and T & P etc required for proper completion of work. |
| 22 | 12mm thick Rough surface plaster with 1:6 cement & F/sand of 1.25 FM minimum thickness not to be less than 10 mm I/C supply of all materials labour and T & P etc required for proper completion of work. |
| 23 | Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. 12 mm cement plaster |
| 24 | Forming groove of uniform size in the top layer of washed stone grit plaster as per approved pattern using wooden battens, nailed to the under layer, including removal of wooden battens, repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge :15 mm wide and 15 mm deep groove |
| 25 | Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour :New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre |
| 26 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade:New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) |
| 27 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work |
| 28 | S/ Fixing of information signboard |
| 29 | 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. |
| 30 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. |
| 31 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 32 | 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 : 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) |
| 33 | P/L aying of B/ballast |
| 34 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Cold twisted bars |
| 35 | Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. 12 mm cement plaster |
| 36 | Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. |
| 37 | 5/6 amps switch |
| 38 | 15/16 A switch |
| 39 | 3 pin 5/6 A socket outlet |
| 40 | 6 pin 15/16 A socket outlet |
| 41 | Supplying and fixing metal box of following sizes (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including painting etc. as required. |
| 42 | 150 mm X 75 mm X 60 mm deep |
| 43 | 150 mm X 150 mm X 60 mm deep |
| 44 | Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit asrequired. |
| 45 | 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire |
| 46 | 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire |
| 47 | Providing and fixing following capacity TP&N disconnector fuse switch unit inside the existing panel board with ISI marked HRC fuses including drilling holes in cubicle panel, making connections, etc. as required. |
| 48 | 32 A TP&N |
| 49 | Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, \"C\" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. |
| 50 | Single pole |
| 51 | Supplying and fixing following rating, double pole, 240 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required. |
| 52 | Supplying and laying 6 SWG G.I. wire at 0.50 metre below ground level for conductor earth electrode, including connection/ termination with GI thimble etc. as required. |
| 53 | Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, Power Factor not less than 0.9, Service Value (CM/M/W) minimum 6.00, Air delivery minimum 210 Cum/Min , 350 RPM (tolerance as per IS : 374-2019), THD less than 10%, remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 degree C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC Supply, earthing etc. complete as required. |
| 54 | Supply and fixing of LED tube light with batten suitable for upto 1x22 watt LED tube light fitting complete in all respect. CAT AAA |
| 55 | 0-30mts |
| 56 | 30-45 mts |
| 57 | 45-100 mts |
| 58 | 0-30mts |
| 59 | 30-45 mts |
| 60 | 45-100 mts |
| 61 | Development of tube well |
| 62 | Instalation of pump 1.5 HP |
| 63 | Shifting of machine boring and pipe etc. |
| 64 | Supply of blue casing pipe 113 mm dia ( 28 kg) |
| 65 | Supply of blue casing reipped screen pipe 113 mm dia . |
| 66 | Supply of PVC end cap 110 mm dia |
| 67 | Supply of 32 mm PVC.column pipe |
| 68 | Supply of P>V>C> Jointing solution (500 ml) |
| 69 | Supply of Boring cover 100 mm dia |
| 70 | Supply of 32 mm dia Clamp |
| 71 | Suppy of 1.5 H.P. Crompton Submersible pump |
| 72 | supply of Automatic control panel |
| 73 | Supply of 2.5 mm cable |
| 74 | Supply of 20 mm ( gune matle ) bult Valve |
| 75 | Supply of 20 mm G.I. Nepple |
| 76 | Supply of bentonite ( 40 kg weight ) |
| 77 | supply of steal supporting wire |
| 78 | Gravel packing in tube well construction in accordance in S.I. 4097 including providing fine medium and coarse in required grading and size as per actual requirement all complite as per direction engineer/ incharge (as per market rate ) |
| 79 | Supply and filling spreading & levelling coarse sand of size range 1.5 mm to 2.0 mm in recharge pit in requirement thickess over gravel layear of all leads & lifts complete as per direction of engineer-in charge . |
| 80 | Supply of extra Deep India Mark -ii H.P. Machine with cylinder . ( as per jal nigam ) |
| 81 | Supply of 32 mm dia G.i. Pipe medium quality class -B PWd SOR |
| 82 | Connecting Rod |
| 83 | Instalation of Hand pump machine |
| 84 | Interlocking |
| 85 | Earthwork in cutting or in embankment in ordinary soil excavation pits not exceeding 1/2 meter (20\") in depth and earth work in enbankment to be in 20cm (8\") layers, including ramming and dressing the surface to required levels and slopes and also including 1.5m (5\") lift and 30m (100\") lead. the earth form cutting to be used in making embankent or to be deposited as spoil banks within 30m (100\") distance as directed by the E/I. S.I.No-253 I/C Mechanical Compaction in layer by Road Roller DSR 1.1.2 |
| 86 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. |
| 87 | Red Please Enable Macros to View BoQ information |
