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| Sl. No. | Item Description |
| 1 | (A) CIVIL WORK:- HOSTEL BUILDINGCleaning Jungles including uprooting of trunk vegetation grass, bushes, wood trees and sapling of girth upto 30 cm measured at a height of 1 meter above ground level and removal of rubbish upto a distance of 50 meters out side the periphery of area cleared. (DSR-2.31) |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m (DSR 2.8.1) |
| 3 | Providing and injecting chemical emulsion for preconstructional antitermite treatment and creating a chemical barrier under and around the column pits wall trenches basement excavation top surface if plinth filling junction of wall and floor, along the the external perimeter of binding expansion joints, surrounding of pipes and conduits etc, complete (plinth area of the building at ground floor only shall be measured as per I.S.6313(PartII 1981)Alderine emulsifiable concentrate or any other approved material such as Heptrachlor or Chlordane will be used. The rate of application of chemical emulsion shall be as follows : (1)Treatment for masonary & foundation 5 liters per sqm. (2) Back fill in immediate contact with foundation 7.5 liters/sqm (3) Treatment of top surface of plinth filling 5 liters/sqm (4) Treatment of soil along external perimeter of building 7.5 liters/sqm. (5) Treatment of soil under apron along external perimter 5 liters/sqm. (DSR 2.35.3) |
| 4 | Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors.(DSR 4.1.8) |
| 5 | 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. 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 Concrete of M25 grade with minimum cement content of 330 kg /cum. (DSR-5.33.1.1) |
| 6 | Add for using extra cement in the items of design mix over and above the specified cement content therein. DSR 5.35 |
| 7 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete . Thermo-Mechanically Treated bars of grade Fe-500D or more. DSR-5.22.6 |
| 8 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand) (DSR-6.1.2) |
| 9 | Painting on D.P.C with two coats of air blown bitumen 85/50 or 85/25 1.7 kg/sqm approximate including cost of fuel if any. (DSR-4.13) |
| 10 | Excavating, supplying 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 trenches, plinth, sides of foundation etc. complete. DSR-2.25a |
| 11 | Sand filling in plinth under floors including watering, ramming, consolidating and dressing complete including lead up to 50m and lift upto 1.5m and including cost of sand. (DSR-2.27) |
| 12 | 15 mm cement plaster on rough side of single or half brick wall of mix (1 cement: 4 coarse sand) (DSR-13.5.1) |
| 13 | 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). (DSR-11.3.1) |
| 14 | Centering and shuttering including strutting, propping etc. and removal of form for all heights :Foundations, footings, bases of columns, etc. for mass concrete. (DSR 5.9.1) |
| 15 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : Lintels, beams, plinth beams, girders, bressumers and cantilevers. with water proof ply 12 mm thick DSR 5.9.21 |
| 16 | Centering and shuttering including strutting, propping etc. and removal of form for all heights :Columns,Pillars, Piers, Abutments, Posts and Struts.DSR 5.9.6 |
| 17 | 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. 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 Concrete of M25 grade with minimum cement content of 330 kg /cum. (DSR 5.33.2.1) |
| 18 | Providing and laying cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded Stone aggregate 20 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors. (DSR-4.1.3) |
| 19 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand). (DSR-6.4.2) |
| 20 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes inCement mortar 1:4 (1 cement : 4 coarse sand). (DSR-6.4.1) |
| 21 | Mild steel or iron work of small sizes and sections such as holding down bolts, hold fast tierods,gratings etc. ( when not included in an over all rates) wrought to required from including supply of steel and its wastage including cost of bolts, nuts if required for and welding, grinding and making holes as required completion of work fabrication of holes doors, chaukhats nosing. Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete (Hold fast). (DSR-10.2) |
| 22 | 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. [GRILL WITH Z-SECTION]. DSR-10.25.2 |
| 23 | 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.[angle 40x40x5]. DSR-10.31 |
| 24 | 12 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand. (DSR 13.4.2) |
| 25 | 15 mm cement plaster on rough side of single or half brick wall of mix:1:6 (1 cement: 6 coarse sand). (DSR 13.5.2) |
| 26 | Making grooves 10 to 12mm wide x 8mm deep in plaster of wall or in ceiling vertically or horizontally as required.Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. DSR-5.30 |
| 27 | Providing and laying of light cinder filling uder floor of toilets & other sunken roofs. MR |
| 28 | Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying : a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. This layer will be allowed to air cure for 4 hours. b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry. (DSR-22.5) |
| 29 | Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, erraces 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 Engineer-in-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 Engineer-in-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 Engineerin- 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 Engineerin- 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. (DSR 22.7.1) |
| 30 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS : 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm. (DSR-11.41.2) |
| 31 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS : 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:3 (1 cement : 3 coarse sand), including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm. (DSR-11.46.2) |
| 32 | Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 25 mm thick. (DSR-11.26.1) |
| 33 | Kota stone slabs 25 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. 25 mm thick. (DSR-11.27) |
| 34 | Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. Raj Nagar Plain white marble/ Udaipur green marble/ Zebra black marble (Area of slab upto 0.50 sqm). (DSR 8.2.1.1) |
| 35 | 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/sqm including pointing the joints with white cement and matching pigment etc., complete. (DSR 11.37) |
| 36 | Providing and fixing 1st quality ceramic glazed floor 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. (DSR-11.37A) |
| 37 | Providing & fixing ISI marked flush door shutters conforming IS: 2202 non- decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters (a) 35mm thick including ISI marked stainless steel butt hinges with necessary screws. (DSR-9.21.1)(a) Single leaf |
| 38 | Providing & fixing ISI marked flush door shutters conforming IS: 2202 non- decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters (a) 35mm thick including ISI marked stainless steel butt hinges with necessary screws. (PWD-9.21.1+9.26)(b) Double leaf |
| 39 | Prroviding & fixing of aluminium sheet in toilet doors. MR |
| 40 | 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 2nd class teak wood beading 62X19 mm. (DSR-9.51.1) |
| 41 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm). D.S.R.-13.47.1 |
| 42 | 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 INNER SIDE DSR-13.41.1 |
| 43 | 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. (DSR-13.80) |
| 44 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specificationsPainting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture. DSR-13.48.3 |
| 45 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications :Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture. DSR-13.48.2 |
| 46 | Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes (DSR 10.30.1) |
| 47 | Providing and fixing chromium plated brass curtain rod having wall thickness of 1.25mm with two chromium plated brass brackets fixed with C.P. brass screws and PVC sleeves etc., wherever necessary complete :25 mm dia (DSR- 9.46.3) |
| 48 | Providing & fixing Stainless steel 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. (a) 250mm x 16mm. (DSR -9.63.1) |
| 49 | Providing and fixing stainless steel towerbolts (barrel type) with necessary screws etc. complete (a) 250 mm x 16mm (DSR -9.63.2) |
| 50 | Providing and fixing stainless steel handles with screws etc. complete (a) 125 mm (DSR-9.66.1) |
| 51 | Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete.Single rubber stopper. (DSR-9.101.1) |
| 52 | Centering and shuttering including strutting, propping etc. and removal of form for all heights:-(a) Suspended floors, roofs, landings, balconies and access platform. with water proof ply 12 mm thick. (DSR 5.9.20) |
| 53 | Centering and shuttering including strutting, propping etc. and removal of form for all heights:-(b) Lintels, beams, plinth beams, girders, bressumers and cantilevers. with water proof ply 12 mm thick. DSR 5.9.21 |
| 54 | Centering and shuttering including strutting, propping etc. and removal of form for all heights:-Columns,Pillars, Piers, Abutments, Posts and Struts. DSR 5.9.6 |
| 55 | DRAIN ALONG APPRON:- 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. (DSR 2.8.1) |
| 56 | Brick work in 1:4 cement motar (cement : coarse sand) in foundation. DSR-6.1.1 |
| 57 | 12 mm cement plaster on rough side of single or half brick wall of mix : 1:3 (1 cement: 3 coarse sand) (DSR-13.9.1) |
| 58 | (B) SANITARY WORK:- Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required.(a) White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests. 17.1.1 |
| 59 | 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 Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap. 17.7.4 |
| 60 | Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS : 13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required.Kitchen sink with drain board of size 510x1040x200mm. 17.10.1.3 |
| 61 | Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including PVC waste fittings complete. 17.28.1.1(a) 32mm dia |
| 62 | Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including PVC waste fittings complete. 17.28.1.2(b) 40mm dia |
| 63 | 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. 17.31 |
| 64 | Providing and fixing CP Brass Single lever lelephonic wall mixture of quality & make and as per thedirection of Enginer-in-charge.(a) 15mm dia nominal dia. 17.22B |
| 65 | Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet. (a) 100 mm diameter. 18.22.1 |
| 66 | Providing and fixing Toilet paper holder.(a) C.P. brass. 17.34.1 |
| 67 | Providing & fixing PTMT towl rail complete with brackets fixed to wooden cleats with cp brass screws with concealed fitting arrangement of approved quality and colour. 600 mm. long towl rail length of 645 mm. width 78 mm. and effective height of 88 mm, weighing not less than 190 gms. 17.73.2 |
| 68 | Providing and fixing PTMT Liquid soap container 109 mm wide ,125 mm high and 112 mm distance from wall of standerd shape with bracket of the same material with snap fittings of approved quality and colour weighing not less than 105 gms. 17.71 |
| 69 | SOIL WASTE & VENT PIPES AND FITTINGS - IIProviding and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion . (i) Single socketed pipes.110mm diameter. 12.41.2 |
| 70 | 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 PVC sheet 1m x 1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement,punning,rounding the edges and making and finishing the outlet complete.(a) 110mm. 12.22 |
| 71 | Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50mm hard wood plugs, screwed with M.S. screws of required length including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete.110mm, 12.43.2 |
| 72 | Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. 12.44 |
| 73 | Supply and fixing of UPVC S.W.R. pipe type-B confirming to IS-13592 including jointing the pipes with rubber ring,lubricant and UPVC SWR cupler confirming to IS-14735. Also including excavation of treanches cutting of walls and holes and repairing the walls,floors and refilling the trenches as before but excluding supply and cost of other fIttlings such as elbow,bend,tee and y-tee including supply of al marerial labour and T&P.Required for proper completion of work. MR75 MM OD |
| 74 | Supply and fixing of UPVC S.W.R. pipe type-B confirming to IS-13592 including jointing the pipes with rubber ring,lubricant and UPVC SWR cupler confirming to IS-14735. Also including excavation of treanches cutting of walls and holes and repairing the walls,floors and refilling the trenches as before but excluding supply and cost of other fIttlings such as elbow,bend,tee and y-tee including supply of al marerial labour and T&P.Required for proper completion of work. MR110 MM O D |
| 75 | Supply and fixing of UPVC S.W.R. pipe nahni trap size 100x75,110/90 mm confirming to IS-14735 self cleaning design fixed in PCC 1:2:4 and supply and fixing of 125 mm dia heavy duty CP brass jali. MR |
| 76 | Supply and fixing of UPVC S.W.R. plain bend confirming to IS-14735. MRSIZE 75 MM |
| 77 | Supply and fixing of UPVC S.W.R. plain bend confirming to IS-14735. MRSIZE 110 MM |
| 78 | Supply and fixing of UPVC S.W.R. Cowel confirming to IS-14735.MRSIZE 100 MM |
| 79 | Supply and fixing of UPVC S.W.R. plain tee confirming to IS-14735.MRSIZE 75X75X75 MM |
| 80 | Supply and fixing of UPVC S.W.R. plain tee confirming to IS-14735.MRSIZE 110X110X110 MM |
| 81 | Supply and fixing of UPVC S.W.R. plain Y confirming to IS-14735.MRSIZE 75 MM |
| 82 | Supply and fixing of UPVC S.W.R. plain Y confirming to IS-14735.MRSIZE 110 MM |
| 83 | WATER SUPPLY PIPES AND FITTINGS - IIIProviding & fixing G.I. pipes complete with G.I. fittings & clamps including cutting & making good the walls etc.(internal work)Exposed on wall- 32mm dia nominal bore, 18.10.4 |
| 84 | WATER SUPPLY PIPES AND FITTINGS - IIIProviding & fixing G.I. pipes complete with G.I. fittings & clamps including cutting & making good the walls etc.(internal work)Exposed on wall- 50mm dia nominal bore, 18.10.6 |
| 85 | Painting G.I. pipes and fittings with two coats of anti corrosive bitumastic paint of approved quality.32mm dia nominal bore., 18.40.4 |
| 86 | Painting G.I. pipes and fittings with two coats of anti corrosive bitumastic paint of approved quality.50mm dia nominal bore. 18.40.6 |
| 87 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings including fixing the pipe with clamps at 1.00m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.(internal work)Exposed on wall20mm dia nominal outer dia pipes, 18.7.2 |
| 88 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings including fixing the pipe with clamps at 1.00m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.(internal work)Exposed on wall25mm dia nominal outer dia pipes, 18.7.3 |
| 89 | 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 1.00m 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 testiang of joints complete as per direction of Engineer in Charge.Concealed work including cutting chases and making good the walls etc.15mm dia nominal outer dia pipes, 18.8.1 |
| 90 | 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 1.00m 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 testiang of joints complete as per direction of Engineer in Charge.Concealed work including cutting chases and making good the walls etc.20mm dia nominal outer dia pipes, 18.8.2 |
| 91 | 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 1.00m 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 testiang of joints complete as per direction of Engineer in Charge.Concealed work including cutting chases and making good the walls etc.25mm dia nominal outer dia pipes, 18.8.3 |
| 92 | Providing & fixing CP brass bib cock of approved quality conforming to IS 8931 (a) 15mm nominal bore, 18.49.1 |
| 93 | Providing & fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms.(a) 15mm nominal bore, 18.51.1 |
| 94 | Providing & fixing C.P. brass angle valve for basin mixer and gyser points of approved quality conforming to IS 8931(a) 15mm nominal bore, 18.53 |
| 95 | Providing and fixing gun metal gate valve with wheel of approved quality.20 mm dia nominal bore, 18.17.1A |
| 96 | Providing and fixing gun metal gate valve with wheel of approved quality.25mm dia nominal bore, 18.17.1 |
| 97 | Providing and fixing gun metal gate valve with wheel of approved quality.32mm dia nominal bore, 18.17.2 |
| 98 | Providing and fixing gun metal gate valve with wheel of approved quality.50mm dia nominal bore, 18.17.4 |
| 99 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete20 mm nominal bore, 18.18.2 |
| 100 | Providing & fixing C.P. Brass extension nipple(size 15mmx50mm) of approved make and quality as per direction of Engineer-in-charge. 18.53A |
| 101 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank. IS:12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 18.48 |
| 102 | SCHEDULE OF QUANTITIES FOR INTERNAL SEWERAGE SYSTEM - IVExcavating trenches in all kind of soil of required width for pipes, cables etc. including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5 m. including getting out the excavated soil & then returning the soil as required,in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering, etc & disposig of surplus excavated soil as directed within a lead of 50m.Pipes, cables etc. exceeding 80mm dia. But not exceeding 300 mm dia. 2.10.1.2 |
| 103 | Providing, laying and joining glazed stone ware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete.150mm diameter, 19.1.2 |
| 104 | Providing & laying cement concrete 1:5:10 (1 cement :5 coarse sand :10 graded stone aggregate 40mm nominal size) alround S.W. Pipes including bed concrete as per standard design.150mm diameter S.W. Pipe, 19.2.2 |
| 105 | Providing and laying Non pressure NP 2 class (light duty) RCC pipe with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1cement : 2 fine sand ) including testing of joints etc. complete. 150mm diameter, 19.6.2 |
| 106 | Providing and laying Non pressure NP 2 class (light duty) RCC pipe with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1cement : 2 fine sand ) including testing of joints etc. complete. 250mm diameter, 19.6.3 |
| 107 | Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sand : 10 graded stone aggregate 40mm nominal size) upto the haunches of pipes including bed concrete as per standard design150 mm. dia. RCC Pipes, 19.3.2 |
| 108 | Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sand : 10 graded stone aggregate 40mm nominal size) upto the haunches of pipes including bed concrete as per standard design250 mm. dia. RCC Pipes, 19.3.4 |
| 109 | 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 300x300 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.150 x 100 mm. size P type With Sewer bricks conforming to IS : 4885, 19.4.2.2 |
| 110 | Constructing brick masonry manhole in cement mortar 1:4 (1 cement :4 coarse sand) RCC top slab with 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement :4 coarse sand :8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with floating coat fo neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nminal size) finished with a floating coat of neat cement complete as per standard design Inside size 90x80cms and 45cms deep including CI cover with frame (light duty) 455x610mm internal diamensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15kg).With FPS bricks of class designation 75 (i) For Sewer Line., 19.7.1.1 |
| 111 | Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement:3 coarse sand :6graded stone aggregate 20 mm nominal size) as per standard design.With 20x20 mm square bar, 19.15.1 |
| 112 | (C) SOAKPIT AND SEPTIC TANK:-Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.In all kind of soil upto 1.5m to 3.0m. depth, 2.6.1&2.26.1 |
| 113 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.In all kind of soil upto 3.0m to 4.50m. depth, 2.6.1&2.26.1*2 |
| 114 | Providing and laying of cement concrete in base excluding the cost of centring and shuttering by 1:2:4 (1 cement : 2 coarse sand : 4 gradded stone aggregae 20mm nominal size), 4.1.3 |
| 115 | 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. 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 Concrete of M25 grade with minimum cement content of 330 kg /cum. 5.33.2.1 |
| 116 | Brick work with brick of class designation 150 in foundation and plinth in cement mortar (1 cement : 4 coarse sand), 6.1.1 |
| 117 | Reinforcement for R.C.C. work including, straightening, cutting bending binding and placing in position complete. 5.22.1 |
| 118 | Centring and shuttering including struting , proping etc and removal of form for slab. 5.9.3 |
| 119 | 62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4( 1 cement: 2 coarse sand: 4 gradeed stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2( 1 cement hardener mix: 2 graded stone aggregate, 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture's specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. 11.5 |
| 120 | Providing M.S. foot rest including fixing with 20x20x10 cm. cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 gradded aggregate of nominal size 20mm ) as per standard design with 20x20mm sq bars. 19.15.1 |
| 121 | Providing and fixing C.I. tee at the inlet and outlet of septic tank., 7087 |
| 122 | Providing & fixing 75mm dia vent pipes.17.35.2.1 |
| 123 | Providing & fixing of 75mm dia cast iron terminal guard.17.56.2.1 |
| 124 | Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality.M.D. -10- Circular shape 500mm internal diameter. 19.19.2.2 |
| 125 | Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality.L.D. -2.5- Circular shape 450mm internal diameter. 19.19.1.3 |
| 126 | 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, 19.32.1 |
| 127 | (D)INTERNAL ELECTRICAL WORKS:- SUB-HEAD - I : INTERNAL WIRINGWiring 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 - A, 1.10.1 |
| 128 | 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. 1.11 |
| 129 | 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, 1.14.1 |
| 130 | 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, 1.14.2 |
| 131 | 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 4 sq. mm + 1 X 4 sq. mm earth wire, 1.14.3 |
| 132 | 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 4 sq. mm earth wire, 1.14.4 |
| 133 | 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, 1.14.5 |
| 134 | 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, 1.14.11 |
| 135 | Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 amps modular switch, connection etc. as required. DSR 1.31 |
| 136 | Supplying and fixing 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. DSR 1.32 |
| 137 | Supplying & fixing suitable size GI box wih modular plate and cover in front on surface or in recess including providing and fixing 25 A modular socket outlet and 25 A modular SP MCB, \\"C\\" curve including connections, painting etc. as required. DSR 1.57 |
| 138 | Supplying 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. DSR 1.25 |
| 139 | Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required. DSR 1.26 |
| 140 | Supplying and fixing 3 pin, 5 A ceiling rose on the existing junction box/ wooden block including connections etc. as required. 1.33 |
| 141 | Installation ,Testing, Commissioning of wall bracket /ceiling fittings of all sizes and shapes containing upto two GLS/CFL/LED lamps per fitting, complete with all accessories including connections etc. as required. 1.35 |
| 142 | Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. DSR Civil 10.18 |
| 143 | Supplying and fixing extra down rod of 10 cm length G.I. pipe, 15 mm dia, heavy gauge including painting etc. as required. (Note : More than 5 cm length shall be rounded to the nearest 10 cm and 5 cm or less shall be ignored)1.47 |
| 144 | Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required. 1.5Upto 450 mm sweep, 1.50.1 |
| 145 | Extra for fixing the Louvers/ shutters complete with frame for exhaust fans of all sizes. 1.51 |
| 146 | Supply of LED 4ft Batten with a nominal system lumen output of 2000 lumens and a minimum system efficacy of 100 lm/W. The luminaire shall have a rated system lifetime of 25,000 burning hours at L70. The luminaire should have a color temperature of 4000K and CRI>80. The luminaire shall meet IP20 rating with THD < 10% and PF > 0.9. The luminaire housing should made of extrusion Al with a PC diffuser. The total power consumption should not exceed 21W (including driver). NDSR |
| 147 | Supply of Surface mounting round 20 Watt , suitable for 24Hr Continuous Operation, 100lm/W, PF>0.95, THD <10% at full load, CRI>80, Avg Life Class 50000Hrs @L70, complete in all respect.NDSR |
| 148 | Supplying of Bulkhead type light fitting complete with, wire guard, holder, electronic ballast 1 x 10 W lamp including connections etc.Including connection with 1.5 sqmm FRLS PVC insulated copper conductor as required.NDSR |
| 149 | Supplying of LED mirror light luminaire with 10W watt complete with electronic ballast, lamp including connection etc. complete as required, Including connection with 1.5 sqmm FRLS PVC insulated copper conductor.NDSR |
| 150 | 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 6.85, Air delivery minimum 215 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. 1200 mm sweep ceiling fan, 19.1 |
| 151 | Supplying of following size exhaust fan complete with gravity louver and connection with 3 core flexible wire as required. 300 MM EXHAUST FAN , NDSR |
| 152 | SUBHEAD- III: DISTRIBUTION BOARD:-Providing and fixing following rating and breaking capacity and pole MCCB with thermomagnetic release and terminal spreaders in existing cubicle panel board including drilling holes in cubicle panel, making connections, etc. as required.125 A,36KA,FPMCCB, 2.2.14 |
| 153 | Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator)4 Way Double door, 2.4.1 |
| 154 | Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator)6 way Double door, 2.4.2 |
| 155 | Supplying and fixing following rating, four pole, 415 V, MCB in the existing MCB DB complete with connections, testing and commissioning etc. as required 63 AMPS 4P MCB, NDSR |
| 156 | Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, \\"C\\" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. 2.1Double pole, 2.10.3 |
| 157 | Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required. 2.11 |
| 158 | Supply, installation, testing and commissioning of electrical panel, modular type, front accessible only, free floor standing confirming to Minimum IP:43 degree of protection. The panel sheet structure shall undergo seven tank pre-treatment process before painting. The sheet steel shall be all of 2.0mm thick CRCA sheet. All the openable compartments of the panel shall be completely shrouded and provided with padlocking arrangement on all compartments including bus bar and cable alley chambers. The panel height shall not exceed 2200mm and the maximum operating height for any switchgear shall not be more than 1700mm. The panel shall be provided with minimum 75mm base channel frame fabricated from ISMC sections. All bus bar links in the panel shall be solid bus bars with coloured PVC shrinkable sleeves, no wires will be acceptable. Continuous earth bus shall run alround the panel with earthing studs provided at minimum 2 places. The control wiring shall be carried out with minimum 1.5/2.5 sqmm copper wires and adequate number of NO/NC, potential free contacts incorporated for remote operation of the starters. Proper sized cable termination gland plates shall be provided on cable alleys and knockouts for same shall be provided during fabrication stage itself. The panel shall be provided with a thermostatically controlled heating arrangement (200 W) to take care of high humidity conditions. A 5A socket service outlet (single phase) shall be provided in one of the compartments as ervice outlet in the panel. Panel shall be so designed at to have minimum 20% spare feeders/space. Panel shall undergo epoxy powder coated paint, colour as per IS:5 requirement. All cable terminations shall be from top. The complete panel shall be fuse less type, for control circuits 2A/6A MCB's to be used.All bus bars shall be of aluminium, electrolytic grade only. Maximum design density shall not exceed 1 Amps/Sqmm. All bus bars shall be insulated with coloured heat shrinkable PVC sleeved. All bus bar supports shall be non hygroscopic DMC/SMC supports.The panel shall be manufactured in conformance to requirements of local electrical inspector and it shall be contractors responsibility to get initial approval of drawings and also final approval of complete electrical works related to this section.The minimum clearances between bus bars shall be as follows :Phase to phase - minimum 20mm Phase to neutral-minimum 15mmMAIN LT PANEL- Incoming :-1 No 160 Amp. TP MCCB of 25KA (Ics=Icu) Breaking CapacityMetering :- 1 Set of CT's one of 160/ 5Amp ratio for Multifunction Meter1 Set of Phase Indication Lamp.Bus Bar :One (1) No. 200 Amp. FP aluminimum bus bar of suitable length.Outgoing :Phase indication lamps on each outgoing to be provided.125 Amps FP MCCB of 25KA - 2 No63 Amps FP MCCB of 25KA - 2 No32 Amps DP MCB of 10KA - 2 NoSpace for spare-2 Nos.Panel described as above, NDSR |
| 159 | SUBHEAD: - V - EARTHING:-Providing and fixing M.V. danger notice plate of 200 mm X 150 mm, made of mild steel, at least 2 mm thick, and vitreous enameled white on both sides, and with inscription in single red colour on front side as required. Details of cost for one each, 2.21 |
| 160 | Earthing with G.I. earth plate 600 mm x 600 mm x 6 mm thick including accessories , and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. (but with charcoal or coke and salt) as required. 5.4 |
| 161 | Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm), 5.9 |
| 162 | Providing and laying earth connection from earth electrode with 6 SWG dia G.I. Wire in 15 mm dia G.I. pipe from earth electrode including connection with G.I. thimble excavation and re-filling as required. 5.12 |
| 163 | Providing and fixing 25 mm x 5 mm G.I. strip on surface or in recess for connections etc. as required. 5.15 |
| 164 | SUB-HEAD -VI- TELEPHONE & LAN SYSTEM:- Supplying, drawing, connecting and testing of 0.5 mm dia annealed copper conductor PVC insulated PVC sheathed telephone wire in existing conduit/wire way duct etc. as required of following sizes:2 Pair (4 core), 1.18.2 |
| 165 | Providing, laying, connecting and testing of multi-core telephone armoured cable of conductor size 0.5mm dia annealed copper conductor PVC insulated PVC sheathed jelly filled (as per DOT specification) cable along wall or ceiling or through existing pipe. 10 Pair telephone cable, NDSR |
| 166 | Providing, fixing connecting and testing of under noted size of solderless telephone tag block Krone make in surface/recess in wall required size of M.S. box with hinged lockable cover duly stove enamel painted. 10 pair tag block, NDSR |
| 167 | Supplying 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.25mm dia PVC conduit, 1.21.2 |
| 168 | Supplying 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.32mm dia PVC conduit, 1.21.3 |
| 169 | Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc as required1 or 2 Module (75mmX75mm), 1.27.1 |
| 170 | Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as requiredTelephone socket outlet, 1.24.6 |
| 171 | SUB-HEAD -VII : L.T. CABLESLaying of one number PVC insulated and PVC sheathed / XLPE power Cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required.Up to 35 sq.mm. DSR 7.1.1 |
| 172 | Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size in the existing RCC/ HUME/ METAL pipe as requiredUp to 35 sq.mm. DSR 7.5.1 |
| 173 | Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on wall surface as required, Upto 35 sq. mm (clamped with 1mm thick saddle, DSR 7.7.1 |
| 174 | Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on cable tray as required.Upto 35 sq. mm (clamped with 1mm thick saddle), DSR 7.8.1 |
| 175 | Supply of following siz of 1.1KV grade multicore aluminium conductor XLPE insulated and PVC shethed armoured cable as per IS 7098:1988 with up to date amendment 3.5 x 35 sq.mm, NDSR |
| 176 | Supply of following siz of 1.1KV grade multicore aluminium conductor XLPE insulated and PVC shethed armoured cable as per IS 7098:1988 with up to date amendment 4 x 16 sq.mm, NDSR |
| 177 | Supply of following siz of 1.1KV grade multicore aluminium conductor XLPE insulated and PVC shethed armoured cable as per IS 7098:1988 with up to date amendment 3 x 6 sq.mm, NDSR |
| 178 | Supply of following siz of 1.1KV grade multicore aluminium conductor XLPE insulated and PVC shethed armoured cable as per IS 7098:1988 with up to date amendment 2 x 10 sq.mm, NDSR |
| 179 | Supplying and making cable end terminations with brass compression gland and aluminium lugs for following size of PVC insulated PVC sheathed/XLPE aluminium conductor cable of 1.1 KV grade, complete as required.2 X 6 sq. mm (19mm) , 9.1.1 |
| 180 | Supplying and making cable end terminations with brass compression gland and aluminium lugs for following size of PVC insulated PVC sheathed/XLPE aluminium conductor cable of 1.1 KV grade, complete as required.3½ X 35 sq. mm (32mm), 9.1.21 |
| 181 | Supplying and making cable end terminations with brass compression gland and aluminium lugs for following size of PVC insulated PVC sheathed/XLPE aluminium conductor cable of 1.1 KV grade, complete as required.4 X 16 sq. mm (28mm), 9.1.33 |
| 182 | SUB-HEAD - VIII : CABLE TRAY:- Supplying and installing following size of perforated Hot Dipped Galvanised Iron cable tray (Galvanisation thickness not less than 50 microns) with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with G.I. suspenders including G.I. bolts & nuts, etc. as required.150 mm wide x 50 mm depth x 1.6 mm thickness. DSR-4.6.2 |
| 183 | Supplying and installing following size of perforated Hot Dipped Galvanised Iron cable tray \\"bends\\" (galvanisation not less than 50 microns) with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with G.I. suspenders including G.I. bolts & nuts, etc. as required.150 mm wide x 50 mm depth x 1.6 mm thickness. DSR-4.7.2 |
| 184 | Supplying and installing following size of perforated Hot Dipped Galvanised Iron cable tray \\"Tee\\" (galvanisation not less than 50 microns) with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with G.I. suspenders including G.I. bolts & nuts, etc. as required.150 mm wide x 50 mm depth x 1.6 mm thickness., DSR-4.8.2 |
| 185 | (E) RAINWATER HARVESTING: - Earth work in excavation by mechanical means (Hydraulic excavatior)/manual means over areas(exceeding 30cm in depth. 1.5m in width as well as 10sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed.In all kind of soil upto 1.5m depth, 2.6.1 |
| 186 | Earth work in excavation by mechanical means (Hydraulic excavatior)/manual means over areas(exceeding 30cm in depth. 1.5m in width as well as 10sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressedIn all kind of soil upto 1.5m to 3.0m. depth, 2.6.1+2.26.1 |
| 187 | Earth work in excavation by mechanical means (Hydraulic excavatior)/manual means over areas(exceeding 30cm in depth. 1.5m in width as well as 10sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed In all kind of soil upto 3.0m to 4.5m. depth, 2.6.1+2.26.1*2 |
| 188 | Earth work in excavation by mechanical means (Hydraulic excavatior)/manual means over areas(exceeding 30cm in depth. 1.5m in width as well as 10sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressedIn all kind of soil upto 4.5m to 6.0m. Depth, 2.6.1+2.26.1*3 |
| 189 | Providing and laying in position cement concrete of specified grade excluding the ccost of centering and shuttering -All work up to plinth level:1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size)., 4.1.3 |
| 190 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:4 (1 cement : 4 coarse sand), 6.1.1 |
| 191 | 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. 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 Concrete of M25 grade with minimum cement content of 330 kg /cum. 5.33.2.1 |
| 192 | Add for using extra cement in the items of design mix over and above the specified cement content therein.DSR 5.35 |
| 193 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Mild steel and Medium Tnsile steel bars., 5.22.1 |
| 194 | Centring and shuttering including struting , proping etc and removal of form for :Suspended floors, roofs, landings, balconies and access platform., 5.9.3 |
| 195 | 15mm cement plaster on rough side of single or half brick wall mix 1:4 (1 cement : 4 coarse sand), 13.5.1 |
| 196 | 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, 19.15.1 |
| 197 | Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality.M.D. -10- Circular shape 500mm internal diameter, 19.19.2.2 |
| 198 | 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-incharge, upto 90 metre depth below ground level.Drilling of 300mm dia bore hole manually., 23.1.1.1 |
| 199 | Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge.150 mm nominal size dia, 23.4.2 |
| 200 | Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. 23.5 |
| 201 | Supplying, filling, spreading & leveling gravels of size range 5 mm to 10mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.23.6 |
| 202 | Supplying, filling, spreading & leveling coarase sand of size range 1.5 mm to 2mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer-in-charge. 23.7 |
| 203 | Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/coarse, in required grading & size as per actual requirement, all complete as per direction of Engineer-in-charge. 23.8 |
| 204 | EXTERNAL PIPE NETWORK SYSTEM:-Excavating trenches in all kind of soil of required width for pipes, cables etc. including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5 m. including getting out the excavated soil & then returning the soil as required,in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering, etc & disposig of surplus excavated soil as directed within a lead of 50m.Pipes, cables etc. exceeding 80mm dia. But not exceeding 300 mm dia. 2.10.1.2 |
| 205 | Providing, laying and joining glazed stone ware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete.150mm diameter, 19.1.2 |
| 206 | Providing & laying cement concrete 1:5:10 (1 cement :5 coarse sand :10 graded stone aggregate 40mm nominal size) alround S.W. Pipes including bed concrete as per standard design.150mm diameter S.W. Pipe, 19.2.2 |
| 207 | Constructing brick masonry manhole with 75 class designation F.P.S. bricks in cement mortar 1:4 (1 cement : 4 coarse sand) RCC top slab with 1:2:4 mix (1 cement : 2 coarse sand: 4graded stone aggregate 20mm nominal size); foundation concrete 1:4:8 mix (1 cement :4 coarse sand: 8 graded stone aggregate 40mm nominal size) inside plasstering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with a floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement complete as per standard design. a) Inside size 60x60 cm & 60 cm deep including C.I. cover with frame (light duty) total wt. of cover & frame to be not less than 38 Kg (wt. of cover 23 Kg & wt. of frame 15 Kg. AR |
| 208 | (F) C.C. ROAD:-Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all lead & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25 , DSR 16.78.2 |
| 209 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge. DSR 16.79 |
| 210 | P/L of 125 micron polythene sheets as per Material rate PWD AZAMGARH |
| 211 | Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site,spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber,finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately).Note:- Cement content considered in M-30 is @ 340 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately Cement concrete prepared with batch mixing machine, DSR 16.43.1 |
| 212 | (G) DRAIN (300X300 MM):-Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) DSR-6.1.1) |
| 213 | 12 mm cement plaster on rough side of single or half brick wall of mix : 1:3 (1 cement: 3 coarse sand), (DSR-13.9.1) |
| 214 | (H) BORING WITH SUMBERSIBLE PUMP:- 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.(a) Upto 90 metre depth below ground level., DSR 23.1.1.1 |
| 215 | 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.(b) Beyond 90 metre & upto 150 metre depth below ground level. DSR 23.2.1.1 |
| 216 | Supplying, assembling, lowering and fixing in vertical position in bore well,unplasticized PVC medium well casing (CM) pipe of required dia,conforming to IS: 12818, including required hire and labour charges, fittings& accessories etc. all complete, for all depths, as per direction of Engineer-in-charge.150 mm nominal size dia, DSR 23.3.2 |
| 217 | Supplying, assembling, lowering and fixing in vertical position in bore wellunplasticized PVC medium well screen (RMS) pipes with ribs, conformingto IS: 12818, including hire & labour charges, fittings & accessories etc.all complete, for all depths, as per direction of Engineer-in-charge.150 mm nominal size dia, DSR 23.4.2 |
| 218 | Supplying, filling, spreading & leveling coarse sand of size range 1.5 mmto 2 mm in recharge pit, in required thickness over gravel layer, for all leads& lifts, all complete as per direction of Engineer -in-charge.DSR 23.7 |
| 219 | Development of tube well in accordance with IS : 2800 (part I) and IS:11189, to establish maximum rate of usable water yield without sandcontent (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/cdisinfection of tubewell, all complete, including hire & labour charges ofair compressor, tools & accessories etc., all as per requirement anddirection of Engineer-in-charge.DSR 23.12 |
| 220 | Providing and fixing M.S. clamp of required dia to the top of casing/housingpipe of tubewell as per IS: 2800 (part I), including necessary bolts & nutsf required size complete.200 mm nominal size dia, DSR 23.14.3 |
| 221 | Providing and fixing Bail plug /Bottam plug of required dia to the bottam of pipe assembly of tubewell as per IS:2800 (PART-1)150 mm nominal size dia, 23.15.2 |
| 222 | Providing and fixing C.I. sluice valve . 100 mm nominal bore. Class I, 18.31.1.1 |
| 223 | Providing and fixing G.I. pipes complete with G.I. fittings including trenchingand refilling etc. 80 mm dia nominal boreBoring to building, 18.12.7 |
| 224 | Providing and fixing G.I. pipes complete with G.I. fittings including trenchingand refilling etc. 80 mm dia nominal boreColumn Pipe, 18.12.7 |
| 225 | Supply of tubewell motar pump of 500 lit/min discharge w.h. of control panel, support wire etc. complete 5.0 H.P. one emergency pump .KSB/EQ., M.R |
| 226 | Water supply tanker of 10000 litre capacity, M.R |
| 227 | Supply and fixing of nylon jali around the slotted pipescomplete as required. Up to 10 meter, M.R |
| 228 | Water testing report, M.R |
| 229 | Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge ,complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc.35 sq. mm 3-1/2 core, M.R |
| 230 | (I) EXTERNAL SANITARY:- Excavating trenches in all kind of soil of required width for pipes, cables etc. including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5 m. including getting out the excavated soil & then returning the soil as required,in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering, etc & disposig of surplus excavated soil as directed within a lead of 50m.Pipes, cables etc. exceeding 80mm dia. But not exceeding300 mm dia. 2.10.1.2 |
| 231 | Excavating trenches in all kind of soil of required width for pipes, cables etc. including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5 m. including getting out the excavated soil & then returning the soil as required,in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering, etc & disposig of surplus excavated soil as directed within a lead of 50m.Pipes, cables etc. exceeding 80mm dia. But not exceeding150mm diameter, 19.1.2 |
| 232 | Excavating trenches in all kind of soil of required width for pipes, cables etc. including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5 m. including getting out the excavated soil & then returning the soil as required,in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering, etc & disposig of surplus excavated soil as directed within a lead of 50m.Pipes, cables etc. exceeding 80mm dia. But not exceeding200mm diameter, 19.1.3 |
| 233 | Providing & laying cement concrete 1:5:10 (1 cement :5 coarse sand :10 graded stone aggregate 40mm nominal size) alround S.W. Pipes including bed concrete as per standard design.150mm diameter S.W. Pipe, 19.2.2 |
| 234 | Providing & laying cement concrete 1:5:10 (1 cement :5 coarse sand :10 graded stone aggregate 40mm nominal size) alround S.W. Pipes including bed concrete as per standard design.200mm diameter S.W. Pipe, 19.2.3 |
| 235 | Constructing brick masonry manhole in cement mortar 1:4 (1 cement :4 coarse sand) RCC top slab with 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement :4 coarse sand :8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with floating coat fo neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nminal size) finished with a floating coat of neat cement complete as per standard design Inside size 90x80cms and 45cms deep including CI cover with frame (light duty) 455x610mm internal diamensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15kg).With FPS bricks of class designation 75For Sewer Line, 19.7.1.1 |
| 236 | Constructing brick masonry manhole in cement mortar 1:4 (1 cement :4 coarse sand) RCC top slab with 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement :4 coarse sand :8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with floating coat fo neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nminal size) finished with a floating coat of neat cement complete as per standard design Inside size 90x80cms and 45cms deep including CI cover with frame (light duty) 455x610mm internal diamensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15kg).With FPS bricks of class designation 75Extra for depth of man hole size 90x80 cm, 19.8.1.1 |
| 237 | Providing orange colour safety foot rest of minimum 6mm thick plastic encapsulated as per IS : 10910 on 12mm dia steel bar conforming to IS: 1786 having minimum cross section as 23 mm x25mm and over all minimum length 263mm and width as 165mm with minimum 112mm space between protruded legs having 2mm 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 manufactures'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 20mm nominal size) complete as per design. 19.16 |
| 238 | Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) cement plastered on both sides with cement mortar ( 1 cement : 3 coarse sand) finished with a floating coat of neat cement and making necessary channels for the drain etc. complete :For pipes 100 to 250mm diameter, 19.21.1 |
| 239 | EXTERNAL WATER SUPPLY SYSTEM:- Excavating trenches in all kind of soil of required width for pipes, cables etc. including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5 m. including getting out the excavated soil & then returning the soil as required, in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering, etc & disposig of surplus excavated soil as directed within a lead of 50m.Pipes, cables etc. not exceeding 80mm dia.2.10.1.1 |
| 240 | Provding and fixing gun metal non return valve of approved quality (screwed end)Vertical, 18.19.5.2 |
| 241 | Providing & fixing G.I. pipes complete with G.I. fittings including tenching and refilling etc. External work32mm nominal bore., 18.12.4 |
| 242 | Providing & fixing G.I. pipes complete with G.I. fittings including tenching and refilling etc. External work50mm nominal bore., 18.12.6 |
| 243 | Providing & fixing G.I. pipes complete with G.I. fittings including tenching and refilling etc. External work65mm nominal bore., 18.12.7 |
| 244 | Providing & fixing sand of grading zone V or coaser grade alround the G.I. Pipes in external work.32 mm diameter pipe, 18.41.4 |
| 245 | Providing & fixing sand of grading zone V or coaser grade alround the G.I. Pipes in external work.50 mm diameter pipe, 18.41.6 |
| 246 | Providing & fixing sand of grading zone V or coaser grade alround the G.I. Pipes in external work.65mm diameter pipe, 18.41.7 |
| 247 | Providing and fixing gate valve (with cap complete with bolts, nuts, rubber insertion etc.32 mm nominal bore, 18.17.2 |
| 248 | Providing and fixing gate valve (with cap complete with bolts, nuts, rubber insertion etc.50 mm nominal bore, 18.17.4 |
| 249 | Providing and fixing gate valve (with cap complete with bolts, nuts, rubber insertion etc.65 mm nominal bore, 18.17.5 |
| 250 | Constructing masonry Chamber 60x60x75 cm, inside with 75 class designation brick work in cement mortar 1:4 (1 cement :4 coarse sand ) for sluice valve, with C.I. surface box 100mm top diameter, 160mm bottom diameter and 180mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) necessary excavation foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design :With F.P.S. bricks, 18.33.1 |
| 251 | Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete :25 to 40 mm dia nominal bore, 18.13.1 |
| 252 | Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete 50 to 80 mm dia nominal bore, 18.13.2 |
| 253 | Erection of steel tubular or rail pole strut in cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded sotne aggregate 40mm nominal size) foundation including excavation and refilling and secured with holding clamps, bolts, nuts, etc. as required. 11.4 |
| 254 | Painting with aluminium paint of approved brand and manufacture to given an even shed.Two or more coats on new work, 13.63 (rate taken from DSR-Civil-2023)13.63.1 |
| 255 | Supplying and embedding following dia G.I. pipe (medium class) in pole collar/ foundation (during casting) for cable entry including bending the pipe to the required shape complete as required. 40mm dia, 11.6.2 |
| 256 | Supplying and drawing following size of FRLS PVC insulated copper conductor, single core cable in existing surface/ recessed medium class PVC conduit as required. 3X2.5 sqmm, 1.17.12 |
| 257 | Earthing with GI earth pipe, 600 mm X 600 mm X 6 mm thick including accessories and providing masonary enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc, with charcoal/cock and salt as required. 5.4 |
| 258 | Supplying and Laying of 25 mm X 3 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection / terminating with nut, bolt, spring, washer etc. as required.( jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm), 5.9 |
| 259 | Supplying and Laying of 6 SWG G.I wire at 0.50 metre below ground level for conductor earth electrode, including connection / terminating with G.I. thimble etc. as required. 5.7 |
| 260 | Laying of one number PVC insulated and PVC sheathed/XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc. as required.Upto 35 sq. mm, 7.1.1 |
| 261 | Laying of one number PVC insulated and PVC sheathed/XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc. as required.Above 35 sq. mm and Upto 95 sq. mm. 7.1.2 |
| 262 | Laying of one number PVC insulated and PVC sheathed/XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc. as required.Above 95 sq. mm and Upto 185 sq. mm. 7.1.3 |
| 263 | Laying of one number PVC insulated and PVC sheathed/XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc. as required.Above 185 sq. mm and Upto 400 sq. mm. 7.1.4 |
| 264 | Supplying & making end termination with brass compression gland and aluminium lugs for the following size of PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.2 X 6 sqmm. (19mm). 9.1.1 |
| 265 | Supplying & making end termination with brass compression gland and aluminium lugs for the following size of PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.2 X 10 sqmm. (19mm). 9.1.2 |
| 266 | Supplying & making end termination with brass compression gland and aluminium lugs for the following size of PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.4 X 10 sqmm. (25mm), 9.1.32 |
| 267 | Supplying & making end termination with brass compression gland and aluminium lugs for the following size of PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.3.5 X 35 sqmm. (32mm), 9.1.21 |
| 268 | Supplying & making end termination with brass compression gland and aluminium lugs for the following size of PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.3.5 X 50 sqmm. (35mm), 9.1.22 |
| 269 | Supplying & making end termination with brass compression gland and aluminium lugs for the following size of PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.3.5 X 185 sqmm. (57mm), 9.1.27 |
| 270 | Supplying & making end termination with brass compression gland and aluminium lugs for the following size of PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.3.5 X 300 sqmm. (70mm), 9.1.30 |
| 271 | Providing, laying and fixing following dia G.I. pipe (medium class) in ground complete with G.I. fittings including trenching (75 cm deep) and refilling etc as required.100 mm Dia, 14.13.3 |
| 272 | Supplying, installation, testing & commissioning of Astronomical time switch of following configuration to be mounted in feeder pillars/lighting DBs for automatic switching On & Off of street lights at sunset & sun risr or twillight(Auto On, Auto Off, Auto modes) with manual override facility with 12/24 hour display format with suitable battery and indication for relay status i/c progamming at site complete required.02 output per phase and suitable for single phase supply, 15.4.2 |
| 273 | Supply of following size of 1.1 KV grade multicore aluminium conductor PVC sheathed armoured cable as per IS 1554. Make-Polycab or Eq 6 sqmm 2 core, MR |
| 274 | Supply of following size of 1.1 KV grade multicore aluminium conductor PVC sheathed armoured cable as per IS 1554. Make-Polycab or Eq 10 sqmm 2 core, MR |
| 275 | Supply of following size of 1.1 KV grade multicore aluminium conductor PVC sheathed armoured cable as per IS 1554. Make-Polycab or Eq 10 sqmm 4 core, MR |
| 276 | Supply of following size of 1.1 KV grade multicore aluminium conductor PVC sheathed armoured cable as per IS 1554. Make-Polycab or Eq 35 sqmm 3.5 core, MR |
| 277 | Supply of following size of 1.1 KV grade multicore aluminium conductor PVC sheathed armoured cable as per IS 1554. Make-Polycab or Eq 50 sqmm 3.5 core, MR |
| 278 | Supply of following size of 1.1 KV grade multicore aluminium conductor PVC sheathed armoured cable as per IS 1554. Make-Polycab or Eq 185 sqmm 3.5 core, MR |
| 279 | Supply of following size of 1.1 KV grade multicore aluminium conductor PVC sheathed armoured cable as per IS 1554. Make-Polycab or Eq 300 sqmm 3.5 core, MR |
| 280 | Supply of 7.50 m long steel tubular pole designated 410 SP-6 with single arm bracket including Clamps,bolts,nuts etc.complete in all respects. MR |
| 281 | Supply of LED street light fitting having die cast aluminium body and diffuser/reflector with driver set suitable for 75 watt to 90 Watt confirming to IP 66 protection complete in all respect. MR |
| 282 | 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. 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 Concrete of M25 grade with minimum cement content of 330 kg /cum, 5.33.2.1 |
| 283 | Brick work in super-structure above plinth level up to floor two level (up to two storeys) including necessary cutting and moulding of bricks as required and also including honey comb brick work thickness of wall not to be less than 1.5 brick thick. (1:6 cement & coarse sand). 6.4.2 |
| 284 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor Cement mortar 1:4 (1 cement :4 coarse sand), 6.13.2 |
| 285 | 12mm cement plaster in single coat on fair side of single or half brick wall for exterior plastering up to floor two level including internal rounded angles chamfers, and/or rounded angles not exceeding 80mm in girth and finished even and smooth no extra for mixing any additive. (1) 1 cement : 6 coarse sand.13.4.2 |
| 286 | 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), 13.47.1 |
| 287 | 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., 13.80 |
| 288 | 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. 9.48.1 |
| 289 | Painting two coat over priming coat (but including cost of priming coat) on steel and other metal surfaces up to 10 cm. width or girth or small articles not exceeding 0.10sqm in area white superior synthetic enamel such as LUXOL3,Hi-gloss apcolite superlac, DULUX specified brushing to give an even shade and including cleaning the surface of all dirt,dust and other foreign matter sand papering and stoping including cost of all materials, labour tools and plants etc. required for proper completion of the work. 13.41.1 |
| 290 | Centering and shuttering including strutting, propping etc. and removal of form for all heights :(a) Foundations, footings, bases of columns, etc. for mass concrete. 5.9.1 |
| 291 | Centering and shuttering including strutting, propping etc. and removal of form for all heights :(b) Columns,Pillars, Piers, Abutments, Posts and Struts. 5.9.6 |
| 292 | Centering and shuttering including strutting, propping etc. and removal of form for all heights :(c) Lintels, beams, plinth beams, girders, bressumers and cantilevers. 5.9.5 |
| 293 | 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. 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 Concrete of M25 grade with minimum cement content of 330 kg /cum. 5.33.2.1 |
| 294 | 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. 10.25.2 |
| 295 | Painting two coat over priming coat (but including cost of priming coat) on steel and other metal surfaces up to 10 cm. width or girth or small articles not exceeding 0.10sqm in area white superior synthetic enamel such as LUXOL3,Hi-gloss apcolite superlac, DULUX specified brushing to give an even shade and including cleaning the surface of all dirt,dust and other foreign matter sand papering and stoping including cost of all materials, labour tools and plants etc. required for proper completion of the work. 13.41.1 |
| 296 | 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), 13.47.1 |
| 297 | 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. 13.80 |
| 298 | Centering and shuttering including strutting, propping etc. and removal of form for all heights :(a) Foundations, footings, bases of columns, etc. for mass concrete. 5.9.1 |
| 299 | (b) Centering and shuttering including strutting, propping etc. and removal of form for all heights :(b) Columns,Pillars, Piers, Abutments, Posts and Struts. 5.9.6 |
| 300 | (c) Centering and shuttering including strutting, propping etc. and removal of form for all heights :Lintels, beams, plinth beams, girders, bressumers and cantilevers. 5.9.5 |
| 301 | Supply & fixing of fire extinguisher, ABC Type 6.00 kg. capacity(ISI Marked IS:15683 & TAC approved) comlete with initial charge and wall bracket, along with supply of all materials and labour for proper completion of work. PWD SOR 1131 A |
| 302 | Supply & fixing of CO2 type fire extinguisher, 6.5 kg. capacity(ISI Marked IS:2878 & TAC approved) comlete with initial charge and wall bracket, along with supply of all materials and labour for proper completion of work., PWD SOR 1132 A Please Enable Macros to View BoQ information |
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