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| 1 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. DSR 2.31 |
| 2 | Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil .DSR-2.28 |
| 3 | Earth 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: 2.1.1 All kinds of soil. (0 to 0.30 M) . DSR 2.1 (2.1.1) |
| 4 | 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. DSR 2.25 |
| 5 | Supplying and filling in plinth with sand under floors, including watering,ramming, consolidating and dressing complete.DSR 2.27 |
| 6 | 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) DSR 4.1.8 |
| 7 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but Excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. (Note :- Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design mix is payable/recoverable separately).(Note :- Cement content considered in this item is @ 330 kg/cum.Excess/less cement used as per design mix is payable/recoverable separately).All works upto plinth level DSR 5.33.1.1 |
| 8 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources.DSR 4.10 |
| 9 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but Excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. (Note :- Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design mix is payable/recoverable separately).(Note :- Cement content considered in this item is @ 330 kg/cum.Excess/less cement used as per design mix is payable/recoverable separately)All works above plinth level upto floor V level DSR 5.33.2.1 |
| 10 | 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.DSR .5.22A.6 |
| 11 | Brick work with common burnt clay (non modular) bricks of class-150 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) DSR. 6.1.2 |
| 12 | 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/Lindane E.C. 20% with 1% concentration DSR 2.35.3.1 |
| 13 | Brick work with common burnt clay (non modular) bricks of class -150 in superstructure above plinth level up to floor V level in all shapes and sizes in ::Cement mortar 1:4 (1 cement : 4 coarse sand) DSR 6.4.1 |
| 14 | Providing and fixing ISI marked flush door shutters conforming to IS :2202 (Part I) 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 bothfaces of shutters: 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws DSR 9.21.2 |
| 15 | Providing and fixing bright finished brass tower bolts (barrel type) withnecessary screws etc. complete :200x10 mm DSR 9.74.2 |
| 16 | Providing and fixing bright finished brass door latch with necessary screwsetc. complete :300x16x5 mm DSR 9.75.1 |
| 17 | Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete : (copper oxidized as per IS: 1378) 300x16 mm DSR 9.62.1 |
| 18 | Providing and fixing bright finished brass handles with screws etc.complete: 125 mm DSR 9.81.1 each |
| 19 | Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete DSR 9.82 |
| 20 | Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete. DSR 9.83 |
| 21 | 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. DSR 10.31 |
| 22 | 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). SI No. Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately) DSR 10.11.2 |
| 23 | Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thickM.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws andapplying a priming coat of approved steel primer.Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately)DSR. 10.15.2 |
| 24 | 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 DSR 10.25.2 |
| 25 | Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes |
| 26 | Providing and laying cement concrete in retaining walls, return walls, walls (anythickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing: 1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm (nominal size)DSR 4.2.3 |
| 27 | 12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) including cost of all material, labour, T&P etc. required for proper completion of work .DSR13.4.1 |
| 28 | 15 mm cement plaster on rough side of single or half brick wall of mix : 1:4 (1 cement: 4 fine sand) DSR 13.5.1 |
| 29 | Forming groove of uniform size in the top layer of washed stone gritplaster as per approved pattern using wooden battens, nailed to theunder layer, including removal of wooden battens, repair to the edgesof panels and finishing the groove complete as per specificationsand direction of the Engineer-in-charge : 15 mm wide and 15 mm deep groove DSR 13.73.1 |
| 30 | Plaster drip course/ groove in plastered surface or moulding toR.C.C. projections DSR 5.30 |
| 31 | 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 1 m x1 m x 400 micron, finished with 12 mm 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.DSR-12.22 |
| 32 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator,filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. 80 mm thick C.C. paver block of M-35 grade with approved color design and pattern.DSR-16.91.2 |
| 33 | 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 leads& lifts, spreading in uniform layers of specified thickness with motorgrader 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-III (size range 26.5 mm to0.075 mm ) having CBR Value-20 DSR 16.78.3 |
| 34 | 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 12mm thick cement mortar 1:3 (1 cement : 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. size 600 x 600 mm DSR 11.46.2 |
| 35 | 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.DSR8.31 |
| 36 | Providing 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.110 mm diameter. DSR 12.41.2 |
| 37 | Finishing with Deluxe Multi surface paint system for interiors andexteriors using Primer as per manufacturers specifications.Painting 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 |
| 38 | Distempering with 1st quality acrylic distemper, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre, of approvedbrand and manufacture, including applying additional coats wherever required, to achieve even shade and colour.Two coats DSR- 13.82.2 |
| 39 | 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. DSR 13.80 |
| 40 | Finishing with Deluxe Multi surface paint system for interiors andexteriors using Primer as per manufacturers specifications : Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr /10 sqm DSR- 13.48.1 |
| 41 | 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 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 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 65mm. DSR 22.7.1 |
| 42 | 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. 20mm dia nominal outer dia pipes DSR 18.8.2 |
| 43 | 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.25mm dia nominal outer dia pipes DSR 18.8.3 |
| 44 | 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 1.00 m 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 wall DSR 18.7.4 (32 mm dia) |
| 45 | 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: White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests DSR 17.1.1 |
| 46 | Providing and fixing wash basin with Ci brackets ,15mm C.P brass pillar taps 32mm C.P brass waste of standard pattern , including painting of fitting and bracket cutting and making good the wall wherever require white vitereous china wash basin Size 630x450mm with a single 15mm C.P brass pillar taps inculding all fittings DSR.17.7.2 |
| 47 | Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms. 1)CP Bib cock 15mm dia DSR 18.50.1 |
| 48 | Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. 15 mm nominal bore DSR 18.52.1 |
| 49 | Providing and Placing on terrace (at all floor level) polythene water storage tank, IS:12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipe but without fittings and the brass support for Tank. DSR (18.48) |
| 50 | Constructing brick masonary chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design :(a) Inside dimensions 455x610 mm and 45 cm deep for single pipe line : With common burnt clay F.P.S. (non modular) bricks of class designation M-150 DSR 19.30.1 |
| 51 | Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings, bases for columns DSR 4.3.1 |
| 52 | Wiring for light point fan point exhaust fan point call bell point/Street light 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. DSR 1.10.3 |
| 53 | Supplying and fixing suitable size Gl 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. (For light plugi to be used in non residential buildings).150 mm x 150 mm x 60 mm deep DSR 1.22.4 |
| 54 | Supplying and fixing suitable size Gl 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. (For light plugi to be used in non residential buildings).180 mm x 100 mm x 60 mm deep DSR 1.22.5 |
| 55 | Supplying and fixing following piano type switch/socket on the existing switch box cover Including connection ete as required.5/6 amps switch DSR 1.23.1 |
| 56 | Supplying and fixing following piano type switch/socket on the existing switch box cover Including connection ete as required. 3 pin 5/6 A socket outlet DSR 1.23.4 |
| 57 | Supplying and fixing following piano type switch/socket on the existing switch box cover Including connection ete as required 15/16 A switch DSR 1.23.3 |
| 58 | Supplying and fixing following piano type switch/socket on the existing switch box cover Including connection ete as required 6 pin 15/16 A socket outlet DSR 1.23.5 |
| 59 | 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 DRS 1.14.1 |
| 60 | 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 DSR 1.14.2 |
| 61 | 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 DSR 1.14.3 |
| 62 | 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 DSR 1.14.4 |
| 63 | 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) DSR 1.14.6 |
| 64 | Supplying and fixing metal box of following sizes (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including painting etc as required. 200 mm X 250 mm X 60 mm deep DSR 1.22.9 |
| 65 | Supplying and fixing 3 pin, 5 A ceiling rose on the existing junction box/ wooden block including connections elc, as required. DSR 1.33 |
| 66 | Earthing with G.I. earth pipe 4.5 metre long. 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe ete, with charcoal/coke and salt as required.DSR 5.2 |
| 67 | Providing and laying earth connection from earth electrode with 6 SWG dia wire in 15 mm dia G.L. pipe from earth electrode including connection with G.1. thimble wxcavation and felling as required. DSR 5.12 |
| 68 | Supplying and fixing 5A to 32 A rating. 240/415V, 10 kA. 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 Single pole DSR 2.10.1 |
| 69 | Supplying and fixing 5A to 32 A rating, 240/415V, 10kA, \\" 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 Double pole DSR 2.10.3 |
| 70 | Supplying and fixing of following way, single pole and neutral, sheet steel, MCB distribution board, 240 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) 8 way, Double door DSR 2.3.2 |
| 71 | Supplying and fixing of following way, single pole and neutral, sheet steel, MCB distribution board, 240 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) 12 way, Double door DSR 2.3.3 |
| 72 | Supplying and fixing Cable End Box (Loose wire box) (IP 43) suitable for following single pole and neutral, sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with testing and commissioning etc. as required. for 8 way, Double door SPN MCB DB DSR 2.23.2 |
| 73 | Supplying and fixing Cable End Box (Loose Wire Box) suitable for following single pole and neutral, Sheet steel, MCB distribution board, 240 Volts, on surface/recess, complete with testing and commissioning etc. as required. For 10 way, Double door SPN MCB DB DSR 2.23.3 |
| 74 | Supplying & Fixing single pole blanking plate in the existing MCB DB complete etc. as required DSR 2.11 |
| 75 | Installation of exhaust/fresh air fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required. Upto 450 mm DSR 1.50.1 |
| 76 | Supplying and fixing brass batten / angle holder including connection etc. as required. DSR 1.34 |
| 77 | Supply, Installation, Testing and Commissioning of 1200 m sweep, BEE 5 star rated, ceiling fan with Brush Less Difiet 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 18: 374-2019), THD less than 10 remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washes, temperature rise-75 degree C (max.), insulation resistance me than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC Supply, earthing etc. complete as required. DSR 9.1.3 |
| 78 | Supplying and fixing of 32 mm dia X 2.00 metres long 6.1. pipe (medium class) bracket for mounting of fluorescent HPMV/HPSV street light fitting on pole incluong bending the pipe to the required shape, 2 nos 40 mm x 3 mm' flat iron clamps with nuts, bolts and washer, painting the flat iron with primer and finish paint etc. as required. DSR 13.34 |
| 79 | Providing and fixing circular/ Hexagonal Gl box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick Gl sheet with its top surface hacked for proper bonding, top lid shall be screwed into the GI 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. Civil DSR 2023 vol-1 10.18 |
| 80 | Supply and fixing of LED tube light with heavy duty metal box type tube light fitting 1x22 watt. Suitable for up to 1x22 watt LED polycarbonate tube light complete including tube suitable for both surface & suspended complete in all respect. CAT-AA 2420 system lumens, >110Lm/W, PF>0.95, THD<10%, CRI>80, sheet thickness min 0.8 mm., tube with aluminium heat sink with 3 year warrantee DSR 23.07 |
| 81 | Supply and fixing of LED Street light Filting with mandatory driver set, having die cast aluminium body with toughend glass UV stabilized PC Cover and lenses suitable for 45 Wat. to 50 Wat, Confirming to IP 66, and TK07 and above protection having Company LOGO Engraved complete in all respect including Labour.CAT-AAA 5400-6000 system lumens, High Power LED with lenses, 120 Lm/W, PF>0.95, THD <10% at full load, CRI >70, Potled driver Set in Metal housing (NotCircuitory), Phase to Phase protection at 440V, >300V over voltage auto cut and restart feature. 4 KV inlermal Srge Protection, with 5 years warrantee DSR 23.14 |
| 82 | Supply and fixing of IP 20, Front Lit, Mid Power SMD tybel LED Light, recess Surface mounting round 10 Watt to 15 W Cut out Min 150 mm, Height Min 40 mm., LED Down Light having Powder coated die cast aluminium housing with heat sink, High purity/transmisivity UV Stabilized Non yellowiih diffuser/ Reflector for uniform light distribution, detachable driver set, suitable for 24 Hr Continuous Operation, Completein All respect. CAT- AA 1100-1650 system lumens, 110lm/W, PF>0.95, THD<10% at Full load, CRI>80, with 3 Year warantee. DSR 23.02 |
| 83 | 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. DSR 23.1.1.1 (300 mm Dia) |
| 84 | 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. DSR 23.12 |
| 85 | 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. 100 mm nominal size dia ( Item Code DSR-23.3.2) (150 mm Dia) |
| 86 | 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. 100 mm nominal size dia ( Item Code DSR-23.4.2) (150 mm Dia) |
| 87 | 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. DSR 23.8 {3.14x0.25x(0.09-0.0225)x60=3.18} |
| 88 | 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:.150 mm cap . ( Item Code DSR-23.13.2) |
| 89 | Providing and fixing GI pipe complete with GI fitings and clamps, I/C cutting and making good of walls /Lowering in bore well etc. 32 mm dia DSR 18.10.4 |
| 90 | 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.150 mm clamp . ( Item Code DSR-23.14.2) |
| 91 | Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). of: 150 mm Dia . ( Item Code DSR-23.15.2) |
| 92 | Fiberglass mesh with alkali-resistant coating having mass per unitarea > 145 g/m2, mesh size: 3.9x4.0 mm ±10% DSR 1257 |
| 93 | Adhesive Solvent Cement . DSR -8012 |
| 94 | Stainless steel Male Threaded Elbow 900 for 34.00 mm outer dia X 32 mm nominal dia threaded DSR 8931 |
| 95 | Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS PVC insulated copper conducter, single core cable in surface recessed steel conduit as required .2x2.5 sqmm + 1x2.5 sqmm earth wire. DSR E & M 1.7.2 Please Enable Macros to View BoQ information |