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| 1 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. |
| 2 | All kinds of soil |
| 3 | 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 upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 4 | All kinds of soil. |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 6 | 1:5:10 (1 cement : 5 coarse sand (zone-lll) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 7 | Making plinth protection 50 mm cement concrete 1:3:6 thick cement : 3 coarse sand (zone-lll) derived from natural sources : graded stone aggregate 20 mm nominal size derived from natural sources) over 75 mm 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. |
| 8 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. |
| 9 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 10 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: |
| 11 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 12 | Providing & fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing of edges to give high gloss finish etc. complete at all levels. |
| 13 | Granite stone slab colour black, Cherry/Ruby red |
| 14 | Area of slab over 0.50 sqm |
| 15 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. |
| 16 | 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. |
| 17 | Size of Tile 600x600 mm |
| 18 | Apply for grouting the joints with white cement and matching pigment in the items of fixing of vitrified floor tiles/skirting. |
| 19 | Providing corrugated G.S. sheet roofing/Wall including vertical /horizontal curved/plain surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to 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. |
| 20 | 0.80 mm thick with zinc coating not less than 275 gm/m? |
| 21 | Providing and fixing M.S. holder bat clamps of approved design to C.l. or S.C.I. rain water pipes embedded in and including cement concrete blocks 10x10x10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and cost of cutting holes and making good the walls etc. : |
| 22 | 100 mm diameter |
| 23 | Providing and fixing false ceiling at all heights including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50 mm long with 6 mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.|. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25 mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and also finishing to a flush finish of tapered and square edges f the board with recommended jointing compound , jointing tapes , finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and two coats of primer suitable for board, all as per manufacturer's specification and including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed, all in complete as per drawings, specification and direction of the Engineer Charge but excluding the cost of painting with : |
| 24 | 12.5 mm thick tapered edge gypsum plain board conforming to IS: 12.5 2095- (Part I) :2011 (Board with BIS certification marks) |
| 25 | 12 mm cement plaster of mix |
| 26 | 1:6 (1 cement: 6 fine sand) |
| 27 | 6 mm cement plaster of mix |
| 28 | CEMENT PLASTER (IN FINE SAND) 20 mm cement plaster of mix : |
| 29 | 1:6 (1 cement: 6 fine sand) |
| 30 | Finishing walls with textured exterior paint of required shade |
| 31 | New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm |
| 32 | Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S.clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after .The scaffolding system shall be stiffened with bracings, runners,connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineerin-charge .The elevational area of the scaffolding shall be measured for payment purpose .The payment will be made once irrespective of duration of scaffolding. |
| 33 | Cleaning of under ground sump, Over Head R.C.C. Tank ( independent staging) including disposal of slit and rubbish, all as per direction of Engineer-in-Charge. The cleaning shall consist following operations:(i)Tank shall be emptied of water by pumping & bottom shall be cleaned of silt and other deposits(ii) Entire surface area of the sump shall then scrubbed thoroughly with wire brush etc. and pressure washed with water. |
| 34 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. |
| 35 | MAINTAIN THE GRAVITY HENCE ADDITIONAL DEPTH REQUIRED IN EXCAVATION |
| 36 | With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 |
| 37 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. |
| 38 | Nominal concrete 1:4:8 or leaner mix (including equivalent design mix) |
| 39 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. |
| 40 | In cement mortar |
| 41 | Providing and laying 75 mm thick compacted bed of dry brick aggregate of 40 mm thick nominal size including spreading, well ramming, consolidating and grouting with jamuna sand, including finishing smooth etc. complete as per direction of Engineerin- charge. |
| 42 | Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. |
| 43 | Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. |
| 44 | Laying old cement cocrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (Old CC paver blocks shall be supplied by the department free of cost). (300-132) |
| 45 | Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. |
| 46 | Providing and fixing M.S. stays and clamps for sand cast iron/ centrifugally cast (spun) iron pipes of diameter |
| 47 | 100 mm |
| 48 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. |
| 49 | 80 mm nominal dia Pipes |
| 50 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. |
| 51 | External work |
| 52 | 65 mm dia nominal bore (MAIN CHANNEL) |
| 53 | 100 mm dia nominal bore |
| 54 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : |
| 55 | 25 mm nominal bore |
| 56 | Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : |
| 57 | 25 to 40 mm nominal bore |
| 58 | 26 to 40 mm nominal bore |
| 59 | Constructing masonry Chamber 60x45x50 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for water meter complete with C.I. double flap surface box 400x200x200 mm (inside) with locking arrangement and RCC top slab 1:1.5:3 mix (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size), including necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand:10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design . |
| 60 | With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 |
| 61 | Cutting holes up to 30x30 cm in walls including making good the same: |
| 62 | With common burnt clay F.P.S. (non modular) bricks |
| 63 | Providing and fixing G.I. Union in existing G.I. pipe line, cutting and threading the pipe and making long screws, including excavation, refilling the earth or cutting of wall and making good the same complete wherever required : |
| 64 | 80 mm Nominal bore |
| 65 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete |
| 66 | 25 mm nominal bore |
| 67 | Providing and fixing gun metal non- return valve of approved quality (screwed end) : |
| 68 | 80 mm nominal bore |
| 69 | Horizontal |
| 70 | Vertical |
| 71 | Filling the gap in between aluminium frame & adjacent RCC/ Brick/ Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete. |
| 72 | Upto 5 mm depth and 5 mm width |
| 73 | Providing & fixing false ceiling at all heights with GRG (Glass Fibre Reinforced Gypsum) false ceiling tiles of Size 595x595 mm of approved texture, design and patterns having moisture content less than 2%, humidity resistance of 99%, NRC0.50 to 0.75 as per IS 8225:1987, Non combustible as per BS 476 (part 4)-1970 and light reflectance of 85% (minimum) to be laid in true horizontal level suspended on interlocking metal T-Grid of hot dipped galvanised iron section of 0.33mm thick (galvanized @ 120 grams per sqm including both sides) comprising of main-T runners of size 15x32 mm of length 3000 mm, cross - T of size 15x32 mm of length 1200 mm and secondary intermediate cross-T of size 15x32 mm of length 600mm to form grid module of size 600 x 600 mm, suspended from ceiling using galvanised mild steel items (galvanizing @ 80 grams per sqm) i.e. 50 mm long, 8 mm outer diameter M-6 dash fasteners, 6 mm dia fully threaded hanger rod upto 1000 mm length and L-shape level adjuster of size 85x25x2 mm. Galvanised iron perimeter wall angle of size 24x24x0.40 mm of length 3000 mm to be fixed on periphery wall / partition with the help of plastic rawl plugs at 450 mm center to center and 40 mm long \dry wall wood screws. The work shall be carried out as per specifications, drawing and as per directions of the Engineer-in-Charge. |
| 74 | With fully perforated 12 mm thick micro tegular edgedor 10 mm thick square edged GRG false ceiling tiles. |
| 75 | P/f of GI Reducer 80mmX65mm complete |
| 76 | P/f of GI Elbow 45° or required angle complete . |
| 77 | Providing and fixing of fountain nozzle of approved make/well reputed, material and design, including supply of required type (Jet / Foam / Cascade / Adjustable pattern) as per site requirement; complete in stainless steel/brass body, threaded connection, washers, sealing tape, testing & alignment; including making connection with existing fountain pipeline, ensuring proper pressure adjustments and spray pattern, with sensor light complete as per direction of Engineer-in-Charge.” |
| 78 | Providing and fixing GI socket of approved make, medium class, suitable for GI pipes of required diameter, including necessary threading, jointing, sealing tape, testing of joints and complete as per the direction of Engineer-in-Charge.” |
| 79 | SITC of 5 HP motor starter control panel well reputed brand , made of powder-coated MS sheet steel enclosure, dust and vermin proof, suitable for indoor/outdoor installation, complete with main switch/isolator, DOL/Star-Delta starter as required, contactors, OLR, MCB/HRC fuses, push buttons, indicating lamps, copper wiring all accessories.Including supplying, laying, fixing and termination of suitable size PVC insulated copper power/control cable between panel and motor pump, providing MS junction/terminal box with glands, lugs, ferrules, proper earthing, testing and commissioning complete to operate the motor pump, as per direction of Engineer-in-Charge. (main fountain front rajmahal) |
| 80 | SITC of 1.5 HP motor starter control panel well reputed brand fabricated from powder-coated MS sheet steel enclosure, dust and vermin proof, suitable for indoor/outdoor installation, complete with main switch/isolator, DOL starter, contactors, overload relay, MCB/HRC fuses, push buttons, indicating lamps, copper wiring and all required accessories.Including supplying, laying, fixing and termination of suitable size PVC insulated copper power/control cable between panel and motor pump, providing MS junction/terminal box with cable glands, lugs, ferrules, proper earthing, testing and commissioning complete for satisfactory operation of the motor pump, as per direction of Engineer-in-Charge. (Near Hockey Ground) . |
| 81 | Supply, installation, testing and commissioning of 5 HP motor pump set of approved make for water supply, complete with TEFC induction motor coupled with centrifugal pump, suitable for required head and discharge, mounted on MS base frame, including foundation bolts, anti-vibration pads, suction and delivery connections, nuts, bolts, washers, painting, alignment and all necessary accessories.Including electrical connection, earthing, trial run and testing to ensure satisfactory operation, complete as per direction of Engineer-in-Charge. |
| 82 | Supply, installation, testing and commissioning of 1.5 HP motor pump set for water supply, complete with TEFC induction motor coupled with centrifugal pump, suitable for required head and discharge, mounted on MS base frame, including foundation bolts, anti-vibration pads, suction and delivery connections, nuts, bolts, washers, painting, alignment and all necessary accessories.Including electrical connection, earthing, trial run and testing to ensure satisfactory operation, complete as per direction of Engineer-in-Charge. |
| 83 | Providing and fixing 6 nos. multicolour fountain light suitable for underwater application, complete with waterproof light controller, including supply and laying of 2 sqmm copper wiring/cable of required size from controller to fountain light, with proper insulation, protection, termination, testing and commissioning, complete in all respects as per specifications and direction of Engineer-in-Charge. |
| 84 | Cleaning of chocked pipe line including skilled manpower, supervising engineer etc. for cleaning and partial mudding of manholes and dechocking of pipe lines. Dechocking and flushing of pipe line from one manhole to another from 150 mm dia upto 300 mm Please Enable Macros to View BoQ information |
