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| Sl. No. | Item Description |
| 1 | INTERLOCKING TILE BLOCKSExcavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift.By P-line |
| 2 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-Ill) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)PCC BELOW BRICK EDGING |
| 3 | Providing and laying 60 mm 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 50 mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge.Pathway |
| 4 | Supplying and filling in plinth with sand under floors, including watering,ramming, consolidating and dressing complete. |
| 5 | Earth -work in exacavation in trenches for foundation and for pipes, cable etc. in ordinary soil (Loan clay or sand) including lift upto 1.5 m lead upto 50 m. and dressing of sides and ramming of bottoms and disposal of surplus excavated earth as directed by the Engineer. i/c within a lead of 30 m. pathway |
| 6 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 15 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand)pathway |
| 7 | 12 mm cement plaster 1 cement : 6 coarse sand |
| 8 | GRASS PAVER Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift.By P-line |
| 9 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-Ill) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)PCC BELOW BRICK EDGING |
| 10 | Providing and laying 500x500x40 mm thick Turf paver (Turfpave XD) on 150 mm thick sub grade of compacted bed of 20 mm thick nominal size stone aggregate and base course and filling with 150 mm thick Jamuna sand, including spreading, well ramming, consolidating and finishing smooth etc. all complete as per direction of Engineer-in-charge. |
| 11 | Supplying and filling in plinth with sand under floors, including watering,ramming, consolidating and dressing complete. |
| 12 | Earth -work in exacavation in trenches for foundation and for pipes, cable etc. in ordinary soil (Loan clay or sand) including lift upto 1.5 m lead upto 50 m. and dressing of sides and ramming of bottoms and disposal of surplus excavated earth as directed by the Engineer. i/c within a lead of 30 m. pathway |
| 13 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 15 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand)pathway |
| 14 | 12 mm cement plaster 1 cement : 6 coarse sand |
| 15 | EPDM FLOORING Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift.By P-line |
| 16 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-Ill) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)PCC BELOW BRICK EDGING |
| 17 | EPDM Rubber flooring kids play area |
| 18 | Supplying and filling in plinth with sand under floors, including watering,ramming, consolidating and dressing complete. |
| 19 | Earth -work in exacavation in trenches for foundation and for pipes, cable etc. in ordinary soil (Loan clay or sand) including lift upto 1.5 m lead upto 50 m. and dressing of sides and ramming of bottoms and disposal of surplus excavated earth as directed by the Engineer. i/c within a lead of 30 m. kids play area |
| 20 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 15 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand)kids play area |
| 21 | 12 mm cement plaster 1 cement : 6 coarse sand |
| 22 | COLOURED/PATTERN INTERLOCKING TILE BLOCKSExcavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift.By P-line |
| 23 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-Ill) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)PCC BELOW BRICK EDGING |
| 24 | Providing and laying 60 mm thick faciory made cement concreteinterlocking 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 50 mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge.Pathway |
| 25 | Supplying and filling in plinth with sand under floors, including watering,ramming, consolidating and dressing complete. |
| 26 | Earth -work in exacavation in trenches for foundation and for pipes, cable etc. in ordinary soil (Loan clay or sand) including lift upto 1.5 m lead upto 50 m. and dressing of sides and ramming of bottoms and disposal of surplus excavated earth as directed by the Engineer. i/c within a lead of 30 m. pathway |
| 27 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 15 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand)pathway |
| 28 | 12 mm cement plaster 1 cement : 6 coarse sand |
| 29 | INTERLOCKING PAVER BLOCK DIFFERENT COLOUR AT YOGA DECK Providing and laying 60 mm 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 50 mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge.Pathway |
| 30 | Supplying and filling in plinth with sand under floors, including watering,ramming, consolidating and dressing complete. |
| 31 | Earth -work in exacavation in trenches for foundation and for pipes, cable etc. in ordinary soil (Loan clay or sand) including lift upto 1.5 m lead upto 50 m. and dressing of sides and ramming of bottoms and disposal of surplus excavated earth as directed by the Engineer. i/c within a lead of 30 m. pathway |
| 32 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 15 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand)pathway |
| 33 | 12 mm cement plaster 1 cement : 6 coarse sand |
| 34 | SLOPE AREA EDGE TREATMENT Earth work in excavation 2.1.1 (DSR 2023 )Retainig wall |
| 35 | P.C.C. in 1 : 4 : 8 with cement, coarse sand & 20 mm gauge stone ballast 4.1.8 (DSR 2023 )Retainig wall |
| 36 | Rcc work in foundation & wall in M-20 5.1.2 (DSR 2023 )In FoundationIn Wall |
| 37 | Centering and shuttering including strutting, propping etc. and removal of form for : In Foundation 5.9.1 (DSR 2023 ) |
| 38 | In Wall 5.9.2 (DSR 2023 ) |
| 39 | Rainforcement work in Rcc 5.22.6 (DSR 2023 ) |
| 40 | Fencing Barbed wirwe |
| 41 | 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.ANGLE (DSR-10.25.2) |
| 42 | KIDS PLAY EQUIPMENTSUnit Play System |
| 43 | Rope Play System |
| 44 | Two Seater See Saw - double Type |
| 45 | Single Wave Slide |
| 46 | Z shape Climber |
| 47 | Spring Rider |
| 48 | Spring Rider |
| 49 | CHAIN LINK FENCING/BOUNDARY WALLEarth 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. |
| 50 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 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) ,including cost of form- work,in foundation and floors. |
| 51 | Centering and shuttering including strutting, propping etc. and removal of form for (b) Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 52 | Centering and shuttering including strutting, propping etc. and removal of form for (c) Foundations, footings, bases of columns, etc. for mass concrete |
| 53 | Centering and shuttering including strutting, propping etc. and removal of form for (d) Columns, Pillars, Piers, Abutments, Posts and Struts |
| 54 | Providing and laying in position specified grade of reinforced cement concrete, excluding the 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) All work up to plinth level : |
| 55 | 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 spiralstair 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 fromnatural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 56 | 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 spiralstair 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 fromnatural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 57 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 58 | Providing and fixing G.I. chain link fabric fencing of required width in meshsize 50x50 mm including strengthening with 2 mm dia wire or nuts, boltsand washers as required complete as per the direction of Engineer-incharge.Made of G.I. wire of dia 4 mm |
| 59 | TOILET BLOCKEarth 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.All kinds of soil |
| 60 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :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) |
| 61 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 62 | Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor:With Chlorpyriphos E.C. 20% with 1% concentration |
| 63 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per 1S: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.All works above plinth level upto floor V levelGround Floor |
| 64 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per 1S: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.All works above plinth level upto floor V level[slab] |
| 65 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per 1S: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.All works above plinth level upto floor V level[beam] |
| 66 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per 1S: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.All works upto plinth level upto floor V level[FOUNDATION] |
| 67 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per 1S: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.All works above plinth level upto floor V level[COLOUM] |
| 68 | Centering and shuttering including strutting, propping etc. and removal of form forFoundations, footings, bases of columns, etc. for mass concrete |
| 69 | Centering and shuttering including strutting, propping etc. and removal of form forLintels, beams, plinth beams, girders, bressumers and cantilevers |
| 70 | Centering and shuttering including strutting, propping etc. and removal of form forColumns, Pillars, Piers, Abutments, Posts and Struts |
| 71 | Centering and shuttering including strutting, propping etc. and removal of form forSuspended floors, roofs, landings, balconies and access platform |
| 72 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 15 in foundation and plinth in:Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 73 | Brick work with common burnt clay machine moulded modular bricks of class designation 15 in exposed brick work including making horizontal and vertical grooves 10 mm wide 12 mm deep complete in cement mortar 1:6 (1 cement : 6 coarse sand).Above plinth level upto floor V levelGround Floor |
| 74 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 15 in foundations and plinth in :cement mortar 1:4 (1 cement : 4 coarse sand) |
| 75 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 76 | 15 mm thick plinth plaster [1 cement : 4 coarse sand] |
| 77 | 6 mm cement plaster of mix :1:3 (1 cement : 3 fine sand) |
| 78 | Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. |
| 79 | Providing and fixing 18mm thick gang saw cut (premoulded and prepolished) machine cut for kitchen platforms, vanity counters, window sills , facias and similar locations of required size of approved shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1 cement : 4 coarse sand) with joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edge to give high gloss finish etc. complete at all levels.Granite of any colour and shadeArea of slab over 0.50 Sqm.( For Counter) |
| 80 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sgm including pointing the joints with white cement and matching pigment etc., complete. |
| 81 | 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. |
| 82 | 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 |
| 83 | Providing and fixing of Flush doors commercial quality conforming to I.S. 2202 part-I (1983) including fixing of wooden cleats and stoppers and including fixing and adjustment of hinges, bolts locks, handles spring fitting with necessary screws to be supplied departmentally. 35 mm thickSingle leaf |
| 84 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding |
| 85 | Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D,F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment). Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 86 | Providing and fixing angle iron frames for doors, windows and ventilators of mild steel angle sections of size 35x35x5 mm, 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 necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge. |
| 87 | Providing & fixing fly proof wire gauze to windows, clerestory windows & doors with M.S. Flat 15x3 mm and nuts & bolts complete.Stainless steel (grade 304) wire gauze of 0.5 mm dia wire and 1.4 mm aperture on both sides |
| 88 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : New work (two or more coats) over and including water thinnable priming coat with cement primer |
| 89 | 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 base coat of water proofing cement paint applied @ 2.20 kg/10 Sqm. |
| 90 | 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. |
| 91 | Providing and fixing 150 mm bright finished floor brass door stopper with rubber cushion, necessary brass screws etc. to suit shutter thickness complete. |
| 92 | Providing and fixing aluminium sliding door 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 nuts and screws etc. complete 250 X 16 mm |
| 93 | 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 :(a) 250 mm x 10mm |
| 94 | Providing and fixing aluminium handles, 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 : 125 mm |
| 95 | Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations:(a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment.(b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs.(c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge.(d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep.(e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test.“All above operations to be done in order and as directed and specified by the Engineer-in-Charge :With average thickness of 120 mm and minimum thickness at khurra as 65 mm. |
| 96 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work |
| 97 | French spirit polishing : Two or more coats on new works including a coat of wood filler |
| 98 | Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 3.8-4.7 mm thick glass panes |
| 99 | Construction of drain alongwith apron. |
| 100 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge. |
| 101 | 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 |
| 102 | Providing and fixing of fagade at all heights with extruded hollow Clay/ Terracotta ventilated rainscreen tiles of height 250/ 300/ 400 mm andlength of 595 mm of approved texture,design and pattern having FlexuralStrength/ Modulus of Rupture of 2 14 N/m? and maximum water absorptionof 10% tested as per ISO 10545-4:2004(E) and ISO 10545-3:1995respectively in true level fixed to a supporting aluminium framework(Alloy6063 T5/T6) consisting of vertical ‘T’ (for intermediates)! ‘L'(for ends/termination)/ Tubular sections (at corners)of size 80x60x2 mm/ 40x60x2 mm / 40x40x2 mm respectively, spaced at maximum spacing of 600 mm c/c matching to the tile vertical grid, and horizontal aluminium ‘C’-clampsof size 56x25x2 mm thickness of length 150 mm at junction of tiles and oflength 75 mm at wall ends/ corners fixed on top of the vertical sections atspacing of 250/ 300/ 400 mm c/c matching to the tile horizontal grid withtwo numbers of self-drilling / self-tapping SS screws of size 5.5x25 mmwith EPDM washers. The vertical ‘T'/'L/ Tubular’ sections shall be fixedto the wall using HDG (hot-dip-galvanized) steel L-brackets (galvanizing thickness of minimum 80 microns)of size 110x80x6 mm at intermediate vertical aluminium profiles and of size 220x110x12 mm at outer corners and stainless steel grade 304,M10 full threaded anchor fasteners with nylon sleeve 100 mm long (for brick work) and M8 expansion anchor fasteners 75 mm long for concrete surface, spacing of brackets to be based on a structural/ static calculation. Thebrackets shall be of length 175 mm at junction of two vertical aluminium profiles and of length 100 mm at intermediate points of vertical profiles and shall be fixed to the vertical aluminium T I L I Tubular profiles using two numbers self-drilling/ self-tapping SS screws of size 5.5x25 mm with EPDM washers.EPDM gaskets to be fixed in between brackets and vertical profiles. The tiles shall be mounted on the 'C' clamps such that the tiles are supported at top and bottom at both ends. The tiles shall be additionally secured to the horizontal 'C' clamps using special SS clips of required size which shall be inserted and pressed into position on the 'C' clamps holding the tiles and the cut-tiles hall be glued at points to the horizontal 'C' clamps by using MS Polymer sealant adhesive. The vertical joint open groove between two adjacent tiles shall be 5 mm. The tiles and system shall be designed to resist wind load as per IS 875 (Part 3) according to different zones. The tiles shall be installed using the ventilated rain screen principle with provision for natural ventilation of the space between the fagade tiles and the structural wall. The work shall be carried out as per specification, drawing and as per direction of the Engineer-in-Charge.With 16 mm thickness (+/- 10%) terracotta tiles of other thangrey colors |
| 103 | PLUMBING & FIRE FIGHTING WORKProviding and fixing floor mounted, white vitreous china single piece, double traps syphonic water closet of approved brand/make, shape, size and pattern including integrated white vitreous china cistern of capacity 10 litre with dual flushing system, including all fittings and fixtures with seat cover, cistern fittings, nuts, bolts and gasket etc including making connection with the existing P/S trap, complete in all respect as per directions of Engineer-in-Charge. |
| 104 | Providing and fixing white vitreous urinal of approx. size 610 x 390 x 370 mm having pre & post flushing with water (250 ml & 500 ml consumption), having water inlet from back side, including fixing to wall with suitable brackets all as per manufacturers specification and direction of Engineer-in-charge. |
| 105 | Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require:White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap |
| 106 | Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge. |
| 107 | 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. |
| 108 | Providing and fixing toilet paper holder :C.P. brass |
| 109 | Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 :15 mm nominal bore |
| 110 | Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:893115 mm nominal bore |
| 111 | Providing and fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of Engineer-in-charge. |
| 112 | Providing and fixing uplasticised PVC connection pipe with brass unions :45 cm length15 mm nominal bore |
| 113 | Providing and fixing PTMT Waste Coupling for wash basin and sink, of approved quality and colour.Waste coupling 31 mm dia of 79 mm length and 62mm breadth weighing not less than 45 gms |
| 114 | Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. |
| 115 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : form work. 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 116 | 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 1mx1mx400micron, 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. |
| 117 | Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. |
| 118 | Providing and fixing SWR uPVC pipes (Type-B) confirming to IS 13592 : 1992 complete with all fittings e.g. plain or door bends, junctions, cowls, offsets, access pieces etc. jointing with rubber rings and solvent cement including fixing the pipes on wall face with galvanized iron holder bat clamps or suspended below ceiling with galvanized iron hangers/supports and fasteners all as approved by the engineer in charge including Cutting holes in walls, floors excavation, refilling and disposal of surplus earth wherever required and making good . The rates shall be inclusive of painting of all supports and clamps with a coat of red oxide primer and two or more coats of synthetic enamel paint of approved colour and Quality to give an even shade including surface preparation.(Sample of holder bat clamps,hangers / supports to be approved by the Engineer-in-Charge.) 110 mm OD |
| 119 | Providing and fixing uPVC agricultural pipes conforming to IS:4985 (6 kg/sqcm) including all fittings, e.g. couplings, tees, bends, reducers and screwed adoptors jointing with solvent cement joint as per manufacturers' recommendations. [for Waste Connections Pipes] 40 mm OD |
| 120 | Providing and fixing uPVC agricultural pipes conforming to IS:4985 (6 kg/sqcm) including all fittings, e.g. couplings, tees, bends, reducers and screwed adoptors jointing with solvent cement joint as per manufacturers' recommendations. [for Waste Connections Pipes] 63 mm OD |
| 121 | Providing and fixing uPVC P-Trap with extension piece including setting with cement concrete 1:2:4 (1 cement : 2 coarse sand: 4 hand stone ballast 20 MM nominal size) the inlet from floor level to trap rim to be grouted and cemented neat manner including cutting and making good the floor & wall wherever requiredcomplete in all respects110 mm inlet and 110 mm outlet. |
| 122 | Providing and fixing in position 110x63 mm OD uPVC reducing elbow including fix to floor with cement mortar. |
| 123 | Providing and fixing 110 mm OD uPVC inlet fitting/ Extension Piece with 2 or 3 inlets of 40 to 63 mm OD, fixed to uPVC trap with solvent cement joint and set in cement concrete as per drawing complete. |
| 124 | Providing and fixing uPVC agricultural pipes conforming to IS:4985 (6 kg/sqcm) including all fittings, e.g. couplings, tees, bends, reducers and screwed adoptors jointing with solvent cement joint as per manufacturers' recommendations. [for Rain Water Pipes] 160 mm OD |
| 125 | Providing and fixing of GI clamps with EPDM rubber lining Zinc plated for support of vertical rain water pipes, embedded in walls with anchor fastner etc. including cost of cutting holes and making good the walls complete in all respects.For 160 mm OD Pipe |
| 126 | Providing and fixing in position 125x125 mm stainless steel grating for floor trap/floor drain including fix to floor with cement mortar. |
| 127 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge.Concealed work including cutting chases and making good the walls etc.20 mm nominal outer dia .Pipes. |
| 128 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge.Concealed work including cutting chases and making good the walls etc.25 mm nominal outer dia .Pipes. |
| 129 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge.Concealed work including cutting chases and making good the walls etc.32 mm nominal outer dia .Pipes. |
| 130 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc.Internal work - Exposed on wall32 mm dia nominal bore |
| 131 | Painting G.I. pipes and fittings with synthetic enamel white paint with two coats over a ready mixed priming coat, both of approved quality for new work :32 mm dia nominal bore |
| 132 | Providing and fixing forged brass ball valve of brass body with hard chrome plated steel ball inside PTFE (Teflon) seat & ring with chrome plated centre handle with female BSP threads complete in all respects.32 mm nominal bore |
| 133 | Providing and fixing forged brass single acting air release valve with screwed inlet 25 mm dia. |
| 134 | Providing and fixing threaded end brass digital water meter complete in all respect.32 mm dia. |
| 135 | Providing and fixing of Single phase electrical actuator operated wafer type rubber lined butterfly valve with by pass arrangement as per drawing attached including level controller, 3 nos. normal butter fly valves,necessary control and Power cables ( Maximum 10 M. Length of each type) and control panel installed on OH tank filling line near the tanks complete in all respects.32 mm dia. |
| 136 | Providing and placing on terrace (at all floor levels) polyethylene waterstorage tank, IS : 12701 marked, with cover and suitable lockingarrangement and making necessary holes for inlet, outlet and overflowpipes but without fittings and the base support for tank. |
| 137 | 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.All kinds of soil |
| 138 | Excavating trenches of required width for pipes, cables etc. including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5m including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposing of surplus excavated soil as directed, within a lead of 50m.All kinds of soilPipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia. |
| 139 | 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 upto 1.5 m. |
| 140 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : For Bed Concrete of Sewer Lines.1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 141 | Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design :180x150 mm size P type With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 142 | Providing, laying and jointing HDPE Double Wall Coil (DWC) SN-8 Grade pipes confirming to IS: 16098 including all fittings wherever required e.g., tees, bends of any degree, couplings, adapters, plugs, unions etc. and jointing as manufacturer recommondation etc. including testing of joints etc. complete.150 mm dia. |
| 143 | Providing, laying and jointing HDPE Double Wall Coil (DWC) SN-8 Grade pipes confirming to IS: 16098 including all fittings wherever required e.g., tees, bends of any degree, couplings, adapters, plugs, unions etc. and jointing as manufacturer recommondation etc. including testing of joints etc. complete.200 mm dia. |
| 144 | Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone- III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone- III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making making channels 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 complete as per standard design :Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 145 | Extra for depth for manholes :Size 90x80 cm With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 146 | Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910 on 12mm dia steel bar conforming to IS : 1786 having minimum cross section as 23 mmx25mm and over all minimum length 263 mm and width as 165mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture's permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design. |
| 147 | Providing and fixing carbon-di-oxide type fire extinguishers consisting of welded M.S. cylinderical body, squeeze lever discharge valve fitted with pressure indicating guage internal discharge tube 30 cms long high pressure discharge hose, discharge nozzle, suspension bracket conforming to IS:15683 finished externally with red enamel paint and fixed to wall with brackets complete with internal charge.Capacity 4.5 Kg. |
| 148 | Providing and fixing ABC Powder type fire extinguishers consisting of welded M.S. cylinderical body, squeeze lever discharge valve fitted with pressure indicating guage internal discharge tube 30 cms long high pressure discharge hose, discharge nozzle, suspension bracket conforming to IS:15683 finished externally with red enamel paint and fixed to wall with brackets complete with internal charge.Capacity 6.0 Kg. |
| 149 | SEPTIC TANK WITH SOAK PITExcavation in Foundation in ordinary soil (Loam clay, or sand) including lift upto 1.5 metre (5 fts.) and lead upto 30m (100 fts) & including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in-charge upto a distance of 30 m. (100 fts) from the foundation trenches. (Rate is including Royality).From 0.00 mt to 1.50 mt |
| 150 | Excavation in Foundation in ordinary soil (Loam clay, or sand) including lift upto 1.5 metre (5 fts.) and lead upto 30m (100 fts) & including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in-charge upto a distance of 30 m. (100 fts) from the foundation trenches. (Rate is including Royality).1.50mt to 3.0 mt |
| 151 | Excavation in Foundation in ordinary soil (Loam clay, or sand) including lift upto 1.5 metre (5 fts.) and lead upto 30m (100 fts) & including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in-charge upto a distance of 30 m. (100 fts) from the foundation trenches. (Rate is including Royality).3.0 mt to 4.50 mt |
| 152 | Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) and curing complete,including cost of form- work, in foundation and floors. |
| 153 | R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone grit im the proportion of 1:1.5:3 in lintels of doors and windows excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. strength of the concrete shall not beless than M-200. As in item no. 3 above but for slabs (Using 1:1.5:3 Mix concrete) |
| 154 | M-150 brick work in 1:6 (one cement and Six coarse sand sand of 2.25 fineness modulus) mortar in foundation & plinth including supply of all materials, labour and T & P etc required for proper completion of the work. |
| 155 | P/F Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. |
| 156 | Cement concrete flooring 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 12-20mm nominal size laid in one layer neat cement (25 mm thick floor). |
| 157 | 15 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering up to floor two level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1) 1 cement : 4 Coarse sand |
| 158 | Providing and fixing soil, waste and vent pipes : 75mm diameter : Sand cast iron S&S pipe as per IS: 1729 |
| 159 | Providing M.S. foot rests including fixing in manoholes with 20x20x10 cm cement concrete blocks 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) as per standard design:(With 20x20mm square bar) |
| 160 | Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 161 | ELECTRICAL WORKS - TOILET BLOCKWiring 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.Group C |
| 162 | Group/Loop Control Point wiring in PVC conduit, with modular type switch :-Wiring for group controlled (looped) light point/fan point/exhaust fan point/ call bell point (without independent switch etc.) with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed PVC conduit, and earthing the point with 1.5 sq. mm FRLS PVC insulated copper conduc tor single core cable etc. as required.Group C |
| 163 | Twin Control Point wiring in PVC conduit, with modular type switch :-Wiring for twin control light point with 1.5 Sq.mm FRLS PVC insulated copper conductor single core cable in surface/recessed medium class PVC conduit, 2 way 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. |
| 164 | Power plug wiring in PVC conduit (2 x 4 Sq.Mm.) :-Wiring for light /power plug with 2 x 4 Sq.mm. FRLS PVC insulated, copper conductor single core cable in surface / recessed medium class PVC conduit along with 1 no. 4 Sq.mm FRLS PVC insulated copper conductor single core cable for loop earthing as required. |
| 165 | Circuit / Sub main wiring in PVC conduit :-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 as required. 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire. |
| 166 | Circuit / Sub main wiring in PVC conduit :-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 as required. 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire. |
| 167 | Circuit / Sub main wiring in PVC conduit :-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 as required. 2 x 6 sq.mm. + 1 x 6 sq.mm. Earth wire |
| 168 | Circuit / Sub main wiring in PVC conduit :-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 as required. 2 x 10 sq.mm. + 1 x 6 sq.mm. Earth wire |
| 169 | Circuit / Sub main wiring in PVC conduit :-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 as required. 2 x 16 sq.mm. + 1 x 6 sq.mm. Earth wire |
| 170 | Circuit / Sub main wiring in PVC conduit :-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 as required. 4 X 10 sq. mm + 2 X 6 sq. mm earth wire |
| 171 | Circuit / Sub main wiring in PVC conduit :-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 as required. 4 x 16 sq.mm. + 2 x 6 sq.mm. Earth wire |
| 172 | Supply and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required.20 mm |
| 173 | Supply and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required.25 mm |
| 174 | Supply and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required.32 mm |
| 175 | Supplying and fixing of METAL BOX following sizes (nominal size) on surface or in recesss with suitable size of phenolic laminated sheet cover in front including painting etc as required.150 mm X 150 mm X 60 mm deep |
| 176 | Supplying and fixing of METAL BOX following sizes (nominal size) on surface or in recesss with suitable size of phenolic laminated sheet cover in front including painting etc as required.200mm x 150mm x 100mm deep |
| 177 | Supplying and fixing of METAL BOX following sizes (nominal size) on surface or in recesss with suitable size of phenolic laminated sheet cover in front including painting etc as required.250mm x 300mm x 100mm deep |
| 178 | Supply and fixing of suitable size GI box with modular plate and cover in front on surface or in recess including providing and fixing 3 pin 5/6 amps modular socket outlet and 5/6 amps. modular switch, connection etc. as required. |
| 179 | S/F power plug point modular type accessories :-Supply and fixing of suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 amps modular socket outlet and 15/16 amps. modular switch, connection etc. as required. |
| 180 | S/F modular type electronic fan regulator :-Supply and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required. |
| 181 | Supply and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required. |
| 182 | Supplying and fixing brass batten/ angle holder including connection etc. as required. |
| 183 | Supplying and fixing 20 A, 240 volts, SPN industrial type socket outlet, with 2 pole and earth, metal enclosed plug top alongwith 20 amps “C” curve, SP, MCB, in sheet steel enclosure, on surface or in recess, with chained metal cover for the socket out let and complete with connections, testing and commissioning etc. as required. |
| 184 | Supplying & fixing single pole, blanking plate in the existing MCB DB complete etc. as required. |
| 185 | Supplying and fixing following way, horizontal type three poleand neutral, sheet steel, MCB distribution board, 415 V, onsurface/ recess, complete with tinned copper bus bar, neutralbus bar, earth bar, din bar, interconnections, powder paintedincluding earthing etc. as required. (But without MCB/RCCB/Isolator)6 way, Double door |
| 186 | Supplying and fixing following rating, four pole, (three phase and neutral), 415 volts, residual current circuit breaker (RCCB), having a sensitivity current upto 300 milliamperes in the existing MCB DB complete with connections, testing and commissioning etc. as required.63 amps |
| 187 | Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for connections etc. as required. |
| 188 | Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing along with existing surface / recessed conduit / submain wiring / cable as required. |
| 189 | Providing and fixing 4 mm dia copper wire on surface or in recess for loop earthing along with existing surface / recessed conduit / submain wiring / cable as required. |
| 190 | Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thickincluding accessories, and providing masonry enclosure withcover plate having locking arrangement and watering pipe of2.7 metre long etc. with charcoal/ coke and salt as required. |
| 191 | Supply, installation, testing and commissioning of 4ft 20W LED Batten delivering an initial system lumen of 2000 lumens & the luminaire shall be with system efficacy ≥ 100 lm/W. The housing should be made of Extruded Aluminium with polycarbonate diffuser. The operating CCT shall be 5700K with CRI of ≥80. The luminaire shall be with BIS Registered electronic driver with input voltage range of 150 to 270V , PF ≥ 0.95 ,THD ≤ 10%, 50,000 Hrs LED Life with L70 Criteria and Ingress Protection of IP20. Luminaire shall have minimum surge protection of 2.5KV. The luminaire shall be with following certifications: LM79 & LM80 issued by LED manufacture along with Photo Biological Safety Standard. Wipro Cat. Ref. LL20-281-XX57AL5IB |
| 192 | Supply, installation, testing and commissioning of 24W Surface Mounted Round Led Downlighter delivering minimum system lumen of 2400 lm & the luminaire shall be with system efficacy ≥ 100 lm / W. Housing is Pressure Die Cast Aluminium, powder coated white with Optics: HET Diffuser. Ingress Protection should be IP20. The operating CCT shall be 5700K with CRI of ≥80. The luminaire shall be BIS Registered with isolated type electronic driver in polycarbonate / metal enclosure with input voltage range of 100 to 265V , THD ≤ 10% & PF ≥ 0.90, 50,000 Hrs LED Life with L70 Criteria. The LED Driver shall be of same make and made in India for ease of repair and service. The LED shall be SMD type. Luminaire shall have minimum surge protection of 2.5KV. The luminaire shall be with following certifications: LM79 & LM80 issued by LED manufacturer along with Photo Biological Safety Standard. Wipro Cat. Ref. LD06-301XXX-57SMBT |
| 193 | Supply, installation, testing and commissioning of 18W Surface Mounted Round Led Downlighter delivering minimum system lumen of 1800 lm & the luminaire shall be with system efficacy ≥ 100 lm / W. Housing is Pressure Die Cast Aluminium, powder coated white. IP20 , Optics: HET Diffuser. The operating CCT shall be 5700K with CRI of ≥80. The luminaire shall be BIS Registered with isolated type electronic driver in polycarbonate / metal enclosure with input voltage range of 100 to 265V , THD ≤ 10% & PF ≥ 0.90, 50,000 Hrs LED Life with L70 Criteria. The LED Driver shall be of same make and made in India for ease of repair and service. The LED shall be SMD type. Luminaire shall have minimum surge protection of 2.5KV. The luminaire shall be with following certifications: LM79 & LM80 issued by LED manufacturer along with Photo Biological Safety Standard. Wipro Cat. Ref. LD06-221XXX-57SMBT |
| 194 | Supply, installation, testing and commissioning of 10W Bulkhead delivering minimum system lumen of 1000 lm & the luminaire shall be with system efficacy ≥ 100 lm / W. Housing & Rim is Pressure Die Cast Aluminium. The Luminaire shouuld have ingress protection of IP65 and IK rating of IK08 along with Opal Polycarbonate Diffuser. The operating CCT shall be 5700K with CRI of ≥80. The luminaire shall be BIS Registered and should have input voltage range of 140 to 280V along with THD ≤ 10% & PF ≥ 0.95. The Luminaire shouuld have a life class of 50,000 Hrs LED Life with L70 Criteria. Luminaire shall have minimum surge protection of 2.5KV. The luminaire shall be with following certifications: LM79 & LM80 issued by LED manufacturer along with Photo Biological Safety Standard. Wipro Cat. Ref. LW07-141-XXX-57-G1 |
| 195 | Supply of AC 230/250 volts, 50 HZ exhaust fan including providing nuts, bolts, mounting frame, Louvers shutters and other accessories etc. complete 250-300 mm sweep (Heavey Duty) |
| 196 | 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 (CMM/W) minimum 6.00, Air delivery minimum 210 CMM, 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. |
| 197 | Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as requiredUpto 450 mm sweep |
| 198 | Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc conforming to IS 14930, Part II complete with fitting and cutting, jointing etc.direct in ground (75 cm below ground level) including excavation and refilling the trench but excluding sand cushioning and protective covering etc., complete as required.200 mm dia (OD-200 mm & ID-175 mm nominal) |
| 199 | Supply and fixing of following sizes of 25mm medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. |
| 200 | Supply and fixing of following sizes of 32mm medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. |
| 201 | Supplying and fixing of GI box of following size modules, alongwith modular base & cover plate for modular switches in recess etc as required.1 or 2 Module (75mmX75mm) |
| 202 | Supply and drawing of UTP 4 pair Cat 6 LAN cable in the existing surface/recessed PVC conduit as required.one run |
| 203 | Supplying and drawing co-axial TV cable RG-6 grade, 0.7 mm solid copper conductor PE insulated, shielded with fine tinned copper braid and protected with PVC sheath in the existing surface/ recessed steel/ PVC conduit as required |
| 204 | Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc as required.Telephone socket outlet |
| 205 | Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc as required.TV antenna socket outlet |
| 206 | Supply and laying of ISI marked aluminium conductor FR XLPE insulated cable as per IS 7098, & cable, armoured, served, sheathed 1100 volts grade.10 sqmm 4 core |
| 207 | Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required4 X 10 sq. mm (25mm) |
| 208 | GAZEBOEarth 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. |
| 209 | Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand :8 stone grit 40 mm nominal size) and curing complete,including cost of form- work,in foundation and floors. |
| 210 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.All works upto plinth level |
| 211 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.All works above plinth level upto floor V level |
| 212 | Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in anover all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. |
| 213 | M-150 brick work in 1:6 (one cement and six coarse sand sand of 2.25 fineness modulus) mortar in foundation & plinth including supply of all materials, labour and T & P etc required for proper completion of the work. |
| 214 | Same as in item no. 6 above but in super-structure above plinth level up to floor two level ( up to two storeys ) including necessary cutting and moulding of brick work as required and also including honey combed brick work in thickness of wall more than 12cms. |
| 215 | Kota stone slab flooring over 20 mm (average) thick base laid over andjointed with grey cement slurry mixed with pigment to match the shade ofthe slab, including rubbing and polishing complete with base of cementmortar 1: 4 (1 cement : 4 coarse sand) : |
| 216 | 12 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering up to floor two level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1)1 cement : 6 coarse sand |
| 217 | Finishing walls with acrylic smooth extarior paint with silicon addtives of required shed. Two or more coat applied @1.43 ltr/10sqm. Over and including base coat of water proofing cement paint applied @ 2.20kg/10 sqm. |
| 218 | Wall lining butch work upto 10m height with Dholpur stone 40 mm thick rough facing on the exposed surface with stone strips of minimum length 300 mm and required width, including embedding every tenth layer and bottom most layer in masonry or concrete after making necessary chases of size 75x75 mm and by providing layer of 75 mm thick strips i/c 12 mm thick bed of cement mortar 1:3 (1 Cement : 3 coarse sand) i/c ruled pointing in cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment to match the shade of stone complete as per direction of Engineer-in-charge. |
| 219 | Providing and applying white cement based putty of average thickness1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 220 | 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 221 | 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 |
| 222 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work |
| 223 | Centering and shuttering including strutting, propping etc. and removalof form forFoundations, footings, bases of columns, etc. for mass concrete |
| 224 | Centering and shuttering including strutting, propping etc. and removalof form forLintels, beams, plinth beams, girders, bressumers andcantilevers |
| 225 | 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 |
| 226 | Providing corrugated G.S. sheet roofing including vertical / curved 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.1.00 mm thick with zinc coating not less than 275 gm/m? |
| 227 | Painting on G.S. sheet with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :New work (two or more coats) including a coat of approvedsteel primer but excluding a coat of mordant solution |
| 228 | KIOSK BLOCKEarth 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.All kinds of soil |
| 229 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :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) |
| 230 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 231 | Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor:With Chlorpyriphos E.C. 20% with 1% concentration |
| 232 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per 1S: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.All works above plinth level upto floor V level[Lintel band] Ground Floor |
| 233 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per 1S: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.All works above plinth level upto floor V level[slab] |
| 234 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per 1S: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.All works above plinth level upto floor V level[beam] |
| 235 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per 1S: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.All works upto plinth level upto floor V level[FOUNDATION] |
| 236 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per 1S: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.All works above plinth level upto floor V level[COLOUM] |
| 237 | Centering and shuttering including strutting, propping etc. and removal of form forFoundations, footings, bases of columns, etc. for mass concrete |
| 238 | Centering and shuttering including strutting, propping etc. and removal of form forLintels, beams, plinth beams, girders, bressumers and cantilevers |
| 239 | Centering and shuttering including strutting, propping etc. and removal of form forColumns, Pillars, Piers, Abutments, Posts and Struts |
| 240 | Centering and shuttering including strutting, propping etc. and removal of form forSuspended floors, roofs, landings, balconies and access platform |
| 241 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 15 in foundation and plinth in:Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 242 | Brick work with common burnt clay machine moulded F.P.S. (non modular) bricks of class designation 15 in exposed brick work including making horizontal and vertical grooves 10 mm wide 12 mm deep complete in cement mortar 1:6 (1 cement : 6 coarse sand).Ground Floor |
| 243 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 15 in foundations and plinth in :cement mortar 1:4 (1 cement : 4 coarse sand) |
| 244 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 245 | 15 mm thick plinth plaster [1 cement : 4 coarse sand] |
| 246 | 12 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand) |
| 247 | 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) |
| 248 | Providing and fixing 18mm thick gang saw cut (premoulded and prepolished) machine cut for kitchen platforms, vanity counters, window sills , facias and similar locations of required size of approved shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1 cement : 4 coarse sand) with joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edge to give high gloss finish etc. complete at all levels.Granite of any colour and shadeArea of slab over 0.50 Sqm.( For Counter) |
| 249 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sgm including pointing the joints with white cement and matching pigment etc., complete. |
| 250 | 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. |
| 251 | 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 |
| 252 | Providing and fixing of Flush doors commercial quality conforming to I.S. 2202 part-I (1983) including fixing of wooden cleats and stoppers and including fixing and adjustment of hinges, bolts locks, handles spring fitting with necessary screws to be supplied departmentally. 35 mm thickSingle leaf |
| 253 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding |
| 254 | Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D,F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment). Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 255 | Providing and fixing angle iron frames for doors, windows and ventilators of mild steel angle sections of size 35x35x5 mm, 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 necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge. |
| 256 | Providing & fixing fly proof wire gauze to windows, clerestory windows & doors with M.S. Flat 15x3 mm and nuts & bolts complete.Stainless steel (grade 304) wire gauze of 0.5 mm dia wire and 1.4 mm aperture on both sides |
| 257 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : New work (two or more coats) over and including water thinnable priming coat with cement primer |
| 258 | 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 base coat of water proofing cement paint applied @ 2.20 kg/10 Sqm. |
| 259 | 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. |
| 260 | Providing and fixing 150 mm bright finished floor brass door stopper with rubber cushion, necessary brass screws etc. to suit shutter thickness complete. |
| 261 | Providing and fixing aluminium sliding door 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 nuts and screws etc. complete 250 X 16 mm |
| 262 | 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 :(a) 250 mm x 10mm |
| 263 | Providing and fixing aluminium handles, 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 : 125 mm |
| 264 | Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations:(a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment.(b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs.(c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge.(d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth ofapproved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep.(e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test.“All above operations to be done in order and as directed and specified by the Engineer-in-Charge :With average thickness of 120 mm and minimum thickness at khurra as 65 mm. |
| 265 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work |
| 266 | French spirit polishing : Two or more coats on new works including a coat of wood filler |
| 267 | Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 3.8-4.7 mm thick glass panes |
| 268 | Construction of drain alongwith apron. |
| 269 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge. |
| 270 | Providing and fixing of fagade at all heights with extruded hollow Clay/ Terracotta ventilated rainscreen tiles of height 250/ 300/ 400 mm andlength of 595 mm of approved texture,design and pattern having FlexuralStrength/ Modulus of Rupture of 2 14 N/m? and maximum water absorptionof 10% tested as per ISO 10545-4:2004(E) and ISO 10545-3:1995respectively in true level fixed to a supporting aluminium framework(Alloy6063 T5/T6) consisting of vertical ‘T’ (for intermediates)! ‘L'(for ends/termination)/ Tubular sections (at corners)of size 80x60x2 mm/ 40x60x2 mm / 40x40x2 mm respectively, spaced at maximum spacing of 600 mm c/c matching to the tile vertical grid, and horizontal aluminium ‘C’-clampsof size 56x25x2 mm thickness of length 150 mm at junction of tiles and oflength 75 mm at wall ends/ corners fixed on top of the vertical sections atspacing of 250/ 300/ 400 mm c/c matching to the tile horizontal grid withtwo numbers of self-drilling / self-tapping SS screws of size 5.5x25 mmwith EPDM washers. The vertical ‘T'/'L/ Tubular’ sections shall be fixedto the wall using HDG (hot-dip-galvanized) steel L-brackets (galvanizing thickness of minimum 80 microns)of size 110x80x6 mm at intermediate vertical aluminium profiles and of size 220x110x12 mm at outer corners and stainless steel grade 304,M10 full threaded anchor fasteners with nylon sleeve 100 mm long (for brick work) and M8 expansion anchor fasteners 75 mm long for concrete surface, spacing of brackets to be based on a structural/ static calculation. Thebrackets shall be of length 175 mm at junction of two vertical aluminium profiles and of length 100 mm at intermediate points of vertical profiles and shall be fixed to the vertical aluminium T I L I Tubular profiles using two numbers self-drilling/ self-tapping SS screws of size 5.5x25 mm with EPDM washers.EPDM gaskets to be fixed in between brackets and vertical profiles. The tiles shall be mounted on the 'C' clamps such that the tiles are supported at top and bottom at both ends. The tiles shall be additionally secured to the horizontal 'C' clamps using special SS clips of required size which shall be inserted and pressed into position on the 'C' clamps holding the tiles and the cut-tiles hall be glued at points to the horizontal 'C' clamps by using MS Polymer sealant adhesive. The vertical joint open groove between two adjacent tiles shall be 5 mm. The tiles and system shall be designed to resist wind load as per IS 875 (Part 3) according to different zones. The tiles shall be installed using the ventilated rain screen principle with provision for natural ventilation of the space between the fagade tiles and the structural wall. The work shall be carried out as per specification, drawing and as per direction of the Engineer-in-Charge.With 16 mm thickness (+/- 10%) terracotta tiles of other thangrey colors |
| 271 | 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 |
| 272 | Providing corrugated G.S. sheet roofing including vertical / curved 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.1.00 mm thick with zinc coating not less than 275 gm/m? |
| 273 | Painting on G.S. sheet with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :New work (two or more coats) including a coat of approved steel primer but excluding a coat of mordant solution |
| 274 | GUARD ROOMEarth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: All kinds of soil |
| 275 | Filling of available excavated earth in trenches, plinth, sides of foundation etc. inlayers not exceeding 20 cms in depth, consolidating each deposited layer by ramming and watering including lead upto 50m & lift upto 1.50m. |
| 276 | Filling Carted of earth |
| 277 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 278 | Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil. |
| 279 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :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) |
| 280 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana Ordinary Portland /Portland Slag cement, admixtures recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for thefollowing grades of concrete.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. Concrete of M25 grade with minimum cement content of 330 kg /cum. All work upto plinth level |
| 281 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana Ordinary Portland /Portland Slag cement, admixtures recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for thefollowing grades of concrete.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. Concrete of M25 grade with minimum cement content of 330 kg /cum. All work upto above plinth level |
| 282 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 283 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 15 in foundation and plinth in:-Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 284 | Brick work with common burnt clay machine moulded F.P.S. (non modular) bricks of class designation 15 in exposed brick work including making horizontal and vertical grooves 10 mm wide 12 mm deep complete in cement mortar 1:6 (1 cement : 6 coarse sand).Above plinth level upto floor V level |
| 285 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 15 in superstructure above plinth level up to floor V level.Cement mortar 1:4 (1 cement : 4 coarse sand |
| 286 | Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) :Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor:With Chlorpyriphos E.C. 20% with 1% concentration |
| 287 | Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws |
| 288 | Providing and fixing angle iron frames for doors, windows and ventilators of mild steel angle sections of size 35x35x5 mm, 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 necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge.Fabrication of M.S Angle Iron door frame |
| 289 | Providing and fixing angle iron frames for doors, windows and ventilators of mild steel angle sections of size 35x35x5 mm, 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 necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge.Fabrication of Z section steel windows |
| 290 | Providing and fixing angle iron frames for doors, windows and ventilators of mild steel angle sections of size 35x35x5 mm, 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 necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge.Fabrication of M.S grill |
| 291 | Fixing of M.S Chaukhat DOOR |
| 292 | WINDOW |
| 293 | Providing and fixing fly proof galvanized M.S. wire gauge to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm all complete.With 12 mm mild steel U beading |
| 294 | 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 Eaching of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate |
| 295 | Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement. 18 mm thick |
| 296 | Providing and fixing glass strips in joints of terrazo/ cement concrete floors.40 mm wide and 4 mm thick |
| 297 | 12 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand) |
| 298 | 15 mm cement plaster on rough side of single or half brick wall of mix:1:6 (1 cement: 6 coarse sand) |
| 299 | 6 mm cement plaster of mix : 1:3 (1 cement : 3 Coarse sand) |
| 300 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. |
| 301 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :13.41.1 New work (two or more coats) over and including water thinnable priming coat with cement primer |
| 302 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work |
| 303 | 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 @ 2.20 kg/10 sqm) |
| 304 | Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs,balconies, terraces etc consisting of following operations(a) Applying a slurry coat of neat cement using 2.75 kg/sqm ofcement admixed with water proofing compound conformingto IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment.(b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofingcompound conforming to IS : 2645 and approved by Engineerin-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test.“All above operations to be done in order and as directed and specified by the Engineer-in-Charge : 22.7.1 With average thickness of 120 mm and minimum thickness at khurra as 65 mm. |
| 305 | Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections |
| 306 | Making Plinth protection 50mm thick of cement concrete 1:3:6(1 cement:3 coarse sand : 6 graded stone aggregate 20mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth. |
| 307 | Making Apron drain of width 150mm and depth as per required of site but minimum 150 mm with neat finish & required slope as per apporoved by E/I. |
| 308 | Centering and shuttering including strutting, propping etc. and removalof form for :Foundations, footings, bases of columns, etc. for mass concrete |
| 309 | Centering and shuttering including strutting, propping etc. and removalof form for :Columns, Pillars, Piers, Abutments, Posts and Struts |
| 310 | Centering and shuttering including strutting, propping etc. and removalof form for :Lintels, beams, plinth beams, girders, bressumers and |
| 311 | Centering and shuttering including strutting, propping etc. and removalof form for :Suspended floors, roofs, landings, balconies and access |
| 312 | 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 |
| 313 | Providing corrugated G.S. sheet roofing including vertical / curved 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.1.00 mm thick with zinc coating not less than 275 gm/m? |
| 314 | Painting on G.S. sheet with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :New work (two or more coats) including a coat of approved steel primer but excluding a coat of mordant solution |
| 315 | gang saw cut stone with machine cut edges of uniform colour and size upto 1mx1m, fixed to structural steel frame work and/ or with the help of cramps, pins etc. and sealing the joints with approved weather sealant as per Architectural drawing and direction of Engineer-in-charge. (The steel frame work, stainless steel cramps and pins etc. shall be paid for separately).Red sand stone - 30 mm thick gang saw cut stone |
| 316 | GATEEarth 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. |
| 317 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 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) ,including cost of form- work,in foundation and floors. |
| 318 | Providing and laying in position specified grade of reinforced cement concrete, excluding the 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) All work up to plinth level : |
| 319 | As in item 3 above but in R.C.C. columns having strength not less than M-20 |
| 320 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 321 | Finishing walls (two coat) with exterior Emulsion Paint (Apex Approved Brand) Premium Acrylic Smooth exterior paint with Silicone additives of required shade : New work (Two or more coats applied @ 1.25 ltr/ 10sqm over and including priming coat of exterior primer applied @ 0.75 Ltr/ 10 sqm) |
| 322 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.Fixed to steel windows by welding |
| 323 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 Itr/10 sqm over an under coat of primer applied @ 0.80 Itr/10 sqm of approved brand and manufacture |
| 324 | KOTA STONE ON STEPSProviding and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-Ill) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)PCC BELOW BRICK EDGING |
| 325 | Kota stone slab flooring over 20 mm (average) thick base laid over andjointed with grey cement slurry mixed with pigment to match the shade ofthe slab, including rubbing and polishing complete with base of cementmortar 1: 4 (1 cement : 4 coarse sand) : |
| 326 | Supplying and filling in plinth with sand under floors, including watering,ramming, consolidating and dressing complete. |
| 327 | Earth -work in exacavation in trenches for foundation and for pipes, cable etc. in ordinary soil (Loan clay or sand) including lift upto 1.5 m lead upto 50 m. and dressing of sides and ramming of bottoms and disposal of surplus excavated earth as directed by the Engineer. i/c within a lead of 30 m. pathway |
| 328 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 15 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand)pathway |
| 329 | 12 mm cement plaster 1 cement : 6 coarse sand |
| 330 | BENCH & DUSTBINProviding and Fixing RCC Bench with hand rest of size 1500 mm length X 890mm height. Reinforced suitably to promote long use and to prevent damage during handling, transportation, erection. Manufactured by using M30 grade of concrete. |
| 331 | LOG TREE TYPE |
| 332 | LANDSCAPINGSupplying and stacking sludge at site including royalty and carriage upto 5 km lead complete (sludge measured in stacks will be reduced by 8% for payment). |
| 333 | Supplying and stacking at site dump manure from approved source including carriage upto 1 km (manure measured in stacks will be reduced by 8% for payment) : Screened through sieve of I.S. designation 4.75 mm |
| 334 | Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge. |
| 335 | Spreading of sludge, dump manure or/and good earth in required thickness (cost of sludge dump manure or/and good earth to be paid separately). |
| 336 | Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%), flooding with water, dressing, including removal of rubbish and surplus earth, if any with all leads and lifts ( cost of manure, sludge or extra good earth if needed to be paid for separately).Holes 0.9 m dia. and 0.90 m deep. |
| 337 | Grassing with selection No.1 grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if needed (the good earth shall be paid for separately). With grass Turf. |
| 338 | Providing and stacking of Phoenix sylvestris Roxb. (Wild date palm/khajur) of height 150-165 cm. in Big HDPE Bag as per direction of the officer-in-charge. |
| 339 | Providing and stacking of Murraya Koenigii spreng (Kadipatta/meetha neem) of ht 45-60 cm well developed in earthen pots of size 20 cm. per directionof the officer-in-charge. |
| 340 | TREESMimusops elengi (Maulsri) height 240 cm., well developed with thick stem in big in big size HDPE bag |
| 341 | Lagerstroemia indicia white of height 175 cm. multibranched in polybag of size 25 cm |
| 342 | Plumeria alba height 240 cm., 3-4 branches and thick stem in big size HDPE bag |
| 343 | Tabebuia sp. height 240 cm. in big polybag size 25 cm |
| 344 | Lagerstroemia flosreginae height 240 cm.in big poly bag size 25 cm |
| 345 | Bauhinia blakeana (Kachnar) height 240 cm. in big poly bag size 25 cm |
| 346 | PALMS/BAMBOOS/AGAVEProviding and displaying of Raphis Palm having ht. 75 cm to 90 cm with 15 to 18 equal suckers, well developed, full of fresh and healthy leaves from bottom to top in 35 cm PVC Pots/C.Pots & as per direction of the officer-in-charge. |
| 347 | Furcaira variegated well developed with fresh & healthy foliage 8 to 10 leaves in 30 cm Earthen Pot |
| 348 | Providing and Displaying Cycus revoluta specimen , having 45 to 50 fresh and healthy, leaves having 30cm to 35cm circumfrance of base stem well developed in 40 cm challi, as per direction of the officer-in-charge. |
| 349 | SHRUBSAglaonema Parrot Jungle plant (three in one), having ht. 30 cm and above with 20 to 25 leaves, well developed, fresh & healthy in 25 cm size of Earthen pot / Plastic pot. |
| 350 | Tabernaemontana coronaria- Chandni dwarf of height 15 cm., well branched in earthen pot of size 25 cm |
| 351 | Ixora stricta dwarf of height 45 cm, with 8-10 branches, and healthy foliage, bushy in big size HDPE bag |
| 352 | Providing and stacking of Murraya exotica of height 90 cm. in poly bags of size 15 cm as per direction of the officer-in-charge. |
| 353 | Hibiscus rosasinensis-profusion of height 90-105 cm., bushy in big size HDPE bag |
| 354 | GROUND COVERProviding and stacking of Wedelia trilobata,full of leaves in 15 cm size of Earthen Pot/Plastic Pot & as per direction of the officer-in-charge. |
| 355 | Providing and stacking of Daniella variegated, with 3 to 4 variegated leaves in 20 cm size of Earthen Pot/Plastic Pot & as per direction of the officer-in-charge. |
| 356 | Tradescantia zebrina, full of leaves in Earthen Pot/Plastic Pot of size 15 cm.. |
| 357 | Asparagus sprengeri of height 30 cm to 45 cm, full of leafy branches in 20 cm size of Earthen Pot / Plastic Pot. |
| 358 | Syngonium miniature dwarf, having height 30-45 cm. with 2-3 suckers healthy foliage in Earthen Pot/Plastic Pot of size 20 cm.. |
| 359 | Hymenocalis litorals,having height 30-45 cm. with 2-3 suckers healthy foliage in Earthen Pot/Plastic Pot of size 20 cm.. |
| 360 | Zephyranthes candida white, full of leaves in Earthen Pot/Plastic Pot of size 15 cm.. |
| 361 | GRASSOphiopogon, Green/Black full of leaves in 15 cm size of Earthen Pot / Plastic Pot. |
| 362 | Ophiopogon jaburan ( variegated ),full of variegated leaves in 20 cm Earthen Pot/Plastic Pot |
| 363 | Penesetum grass of ht. 30cm with multi branches in Poly bag of size 20 cm |
| 364 | Grassing with selection No. 1 Doob grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if needed (the grass and good earth shall be paid for separately).Supplying & stacking of selection 1 lawn Grass at site fresh & free from weeds having proper roots in green including loading, unloading, carriage and all taxes paid etc.and as per direction of officer in chargeIn rows 5 cm apart in both directions |
| 365 | SUBMERSIBLE PUMPProviding and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 ( 1cement : 2 Coarse sand : 4 graded stone aggregate 20 mm nominal size ) |
| 366 | Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer –in-charge, upto 90 metre depth below ground level.All types of soil300 mm dia |
| 367 | Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer –in-charge, beyond 90 metre & upto 150 metre depth below ground level.All types of soil300 mm dia |
| 368 | Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. |
| 369 | Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 mild steel screwed and socketed/plain ended casing pipes of required dia, conforming to IS: 4270, of reputed & approved make, including painted with outside surface with two coats of anticorrosive paint of approved brand and manufacture, including required hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer-in-charge.100 mm nominal size dia having minimum wall thickness 5.40 mm |
| 370 | Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 plain slotted (having slot of size 1.6/3.2 mm) mild steel threaded and socketed/ plain bevel ended pipe (type A) of required dia, conforming to IS: 8110, of reputed and approved make, having wall thickness not less than 5.40 mm, including painted with outside surface with two coats of anticorrosive bitumestic paint of approved brand and manufacture, including hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer -in-charge.100 mm nominal size dia |
| 371 | Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by \\"V\\" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. |
| 372 | Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of:200 mm dia |
| 373 | Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete.200 mm clamp. |
| 374 | Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I).200 mm dia |
| 375 | Providing, laying, testing & commissioning of 'B' class heavy duty G.I. pipe conforming to IS 1239 including welding, fittings like elbows, tees, flanges, tapers, nuts, bolts, gaskets etc. and fixing the pipe on the wall/ceiling with suitable clamp/support frame and painting with two or more coats of synthetic enamel paint of required shade complete as required :80 mm dia. |
| 376 | Supplying, fixing, testing and commissioning of butterfly valve of PN 1.6 rating with bronze/gunmetal seat duly ISI marked complete with nuts, bolts, washers, gaskets conforming to IS 13095 of following sizes as required :80 mm dia |
| 377 | Providing, installation, testing and commissioning of non-return valve of following sizes confirming to IS:5312 complete with rubber gasket, GI bolts, nuts,washers etc.as required :80 mm dia |
| 378 | Supply, Lowering, installation & testing of submersible pumping set with 1 HP to 2HP motor 4 stage pump suitable for 15-20 m3 hr. at 60 to 100 mtr. Head respectively. With Three Phase. |
| 379 | Providing & fixing submersible aluminium cable 6 sq.mm. from submersible pump to panel board. |
| 380 | Providing & fixing Panel Board for submersible pump fitted with DOL starter ammeter, voltmeter single phase preventer standard/indo/cop make MCB of off switch push bottom duly wired and made out of 16/18 SWG sheet. |
| 381 | Drinking water faclities Please Enable Macros to View BoQ information |
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