Sales : +91-777 804 8217
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 25-05-2026 | date6 | Date | 03-06-2026 |
| 2 | 25-05-2026 | date7 | Date | 03-06-2026 |
| Sl. No. | Item Description |
| 1 | Clearing jungle including up rooting of trunk vegetation grass bush wood trees and sapling of girth upto 30cm. Measured at a height of 1 meter above ground level and removal of rubbish upto a distance of 50m. outside the periphery of area cleared as per DSR No. 2.31 |
| 2 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar. As per DSR No. 15.7.4 |
| 3 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil as per DSR No. 2.8.1 |
| 4 | 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. In all kind of soil upto 1.5m to 3.0m. depth_DSR_2.8.1+2.26.1 |
| 5 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50m and lift up to 1.5m,as directed by Engineer-in-Charge. All kinds of soil. as per DSR No. 2.6.1 |
| 6 | Providing and injecting chemical emulsion for PRE-CONSTRUCTIONAL anti-termite treatment and creating a chemical barrier under and around the column pits, wall trenche basement excavation top surface if plinth filling junction of wall and floor along the external per meter of binding expension joints surrounding of pipes and conduit etc. Complete (Plinth area of building at ground floor only shall be measured as per I.S. 6313 part II 1981). Aldrine emulsificable concentrate of any other approved material such as Hepthachlor or Chlordance will be used. The rate of application of chemical emulsion shall be as follows: I. Treatment for masonry and foundation 5 liters/sqm., II. Back fill in immediate contact with foundation 7.5 liters/sqm., III. Treatment of top surface of plinth filling 5 liters/sqm., IV. Treatment juction of soil along external per meter building 7.50 liters/sqm., V. Treatment of soil under apron along external perimeter 5 liters/sqm. as per PWD Deoria SOR, Page no. 17, New Item DSR No. 1 |
| 7 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. as per DSR no 2.27 |
| 8 | 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 nom_DSR_4.1.8 |
| 9 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the _DSR_5.3 |
| 10 | Brick work with common burnt clay (non modular) bricks of class -150 in foundation and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand) as per DSR No- 6.1.1 |
| 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) as per DSR No- 6.1.2 |
| 12 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.:All works upto plinth level. Concrete of M25 grade with minimum cement content of 330 kg /cum. DSR-5.33.1.1 |
| 13 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: All works above Plinth Lvl. Concrete of M25 grade with minimum cement content of 330 kg /cum. DSR-5.33.2.1 |
| 14 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete in Thermo-Mechanically Treated bars of grade Fe-500D or more. As per DSR. No.- 5.22.6 |
| 15 | Add for using extra cement in the items of design mix over and above the specified cement content therein. DSR-5.35 |
| 16 | Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. as per DSR-4.13 |
| 17 | Brick work with common burnt clay bricks of M-150 Class in super structure above plinth level upto floor V level in all shapes and sizes in cement mortar 1:6 ( 1 cement : 6 coarse sand ) as per DSR no 6.4.2 |
| 18 | Brick work with common burnt clay bricks of Class-150 in super structure above plinth level upto floor V level in all shapes and sizes in cement mortar 1:4 (1 cement : 4 coarse sand ) as per DSR no 6.13.2 (Half Brick Wall) |
| 19 | Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 40x40x5 mm, joints mitred and welded by angle iron 40x40x5 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. As per DSR-10.31 |
| 20 | 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. As per DSR no. 9.48.1 |
| 21 | 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, priming coat of approved steel primer, but excluding the cost of other fittings,glass panes complete all as per approved design, (sectional weight of only steel members shall be measured for payment). as per DSR no. 10.11.1 |
| 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. In grantings, frames, guard bar, ladder, railing, brackets, gates and similar works as per DSR no. 10.25.2 |
| 23 | 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 1 st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 35 mm thick including ISI marked Stainless Steel butt hinges with necessary. Extra for cutting rebate in flush door shutters as per DSR No- 9.21.1 |
| 24 | Providing and fixing glass panes with putty and glazing clips in steel doors, windows, clerestory, all complete with 4.0 mm thick glass panes. As per IS 10.30.1 |
| 25 | 12 mm thick cement plaster of mix 1:6 ( 1 cement & 6 course sand ) as per DSR 13.4.2 |
| 26 | 15 mm thick cement plaster of mix 1:6 ( 1 cement & 6 course sand ) as per DSR 13.5.2 |
| 27 | 15 mm thick cement plaster of mix 1:4 ( 1 cement & 4 coarse sand ) as per DSR 13.5.1 |
| 28 | Making Grooves cutting 10 to 12 mm wide and 8 mm deep a in plaster as per DSR No- 5.30 |
| 29 | 15 mm cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement on the rough side of single or half brick wall.) as per IS 13.10 |
| 30 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone ) finished with floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. 40 mm thick floor 20 mm nominal size stone aggregate. As DSR No. 11.3.1 |
| 31 | Providing and fixing 18 mm thick Granite (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. Granite stone slab of colour black, Cherry/Ruby red. (Slab area above 0.50 Sq.M.) As per DSR no- 8.2.2.2 |
| 32 | Providing and laying Ceramic glazed floor tiles of size 300 x 300 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. As per DSR no. 11.37 |
| 33 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to 1S: 16622 (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. As per DSR no. 8.31 |
| 34 | Providing and applying white cement based putty of average thickness 1 mm of approved brand and manufacturer, over the plasterd wall surface even and smooth surface. As per DSR no. -13.80 |
| 35 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture as per DSR no. -13.62.1 |
| 36 | Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour : New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre as per DSR no. -13.41.1 |
| 37 | 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) as per DSR no. -13.47.1 |
| 38 | 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 65 mm. as per DSR no. -22.7.1 |
| 39 | Providing & fixing oxidized M.S. sliding door bolts ISI marked with nuts and screws etc complete (300mm x 16mm). As per DSR-9.62.1 |
| 40 | Providing & fixing oxidized M.S. tower bolts ISI marked with nuts and screws etc complete (250mm x 10mm). As per DSR-9.63.1 |
| 41 | Providing & fixing oxidized M.S. Door Handle ISI marked with nuts and screws etc complete (125mm). As per DSR-9.66.1 |
| 42 | 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. 75 mm diameter as per IS No. 12.41.1 |
| 43 | 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. As per DSR- 12.41.2 |
| 44 | Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for 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. 110 mm bend. As per DSR-12.42.5.2 |
| 45 | Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm 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. 110 mm. As per DSR-12.43.2 |
| 46 | 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. As per DSR-12.22 |
| 47 | Centering and shuttering including stutting, propping etc. and removal of form. Beam /Band as per DSR-5.9.5 |
| 48 | Centering and shuttering including stutting, propping etc. and removal of form. Column as per DSR-5.9.6 |
| 49 | Centering and shuttering including stutting, propping etc. and removal of form. Foundation as per DSR-5.9.1 |
| 50 | Centering and shuttering including stutting, propping etc. and removal of form. Slab as per DSR-5.9.3 |
| 51 | Centering and shuttering including stutting, propping etc. and removal of form. Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. as per DSR-5.9.2 |
| 52 | 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_DSR_17.1.1 |
| 53 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required. One urinal basin with 5 litre white P.V.C. automatic flushing cistern _DSR_17.4.1 |
| 54 | 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 . a) White Vitreous China Flat back wash basin size 550 x 400 mm with single 15 mm C.P. brass pillar tap. _DSR-17.7.4 |
| 55 | Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including PVC waste fittings complete.Semi rigid pipe 32mm dia_DSR_17.28.1.1 |
| 56 | Supplying & Fixing of CP soap tray fixed to the wall with PVC rubber plug with CP brass screws.. _DSR_18.65 |
| 57 | Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet : 100 mm diameter_DSR_18.22 |
| 58 | Providing & fixing soil, waste and vent pipes. a) 100mm dia Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989. _DSR_17.35.1.2 |
| 59 | Providing & fixing soil, waste and vent pipes. b) 75mm dia Centrifugally cast (spun) iron socketed pipe as per IS: 3989. . _DSR_17.35.2.2 |
| 60 | Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes & fitting of diameters. a) 100mm _DSR_17.58.1 |
| 61 | Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes & fitting of diameters. b) 75mm _DSR_17.58.2 |
| 62 | Providing & fixing M.S. holder bat clamps of approved design to sand cast iron/centrifugally cast (Spun) iron S & S pipe embeded in & including cement concrete blocks 10x10x10cm. of 1:2:4 mix (1 cement : 2 coarse : 4 graded stone aggregate 20mm nominal size). Including cost of cutting holes & making good the walls etc. a) for 100mm dia pipe. _DSR_17.37.1 |
| 63 | Providing & fixing M.S. holder bat clamps of approved design to sand cast iron/centrifugally cast (Spun) iron S & S pipe embeded in & including cement concrete blocks 10x10x10cm. of 1:2:4 mix (1 cement : 2 coarse : 4 graded stone aggregate 20mm nominal size). Including cost of cutting holes & making good the walls etc. b) for 75mm dia pipe. _DSR_17.37.2 |
| 64 | Providing and laying cement concrete 1:5:10(1 cement : 5 coarse sand : 10 graded stone aggregate 20mm nominal size) around P.V.C Soil and waste pipe including bed concrete as per standard design (embedded in the flooring / ground) For 75 to 110 mm dia _DSR_19.2.1 |
| 65 | Providing & fixing cast iron trap of self cleansing design with or without ventarm complete, including cost of cutting & making good the walls & floors. a) 100mm inlet & 75mm outlet. Sand cast iron S&S as per IS - 3989 _DSR_17.60.2.1 |
| 66 | Providing & fixing coller.a) 100mm dia. Sand cast iron S&S as per IS - 3989 _DSR_17.57.1.2 |
| 67 | Providing & fixing coller.b) 75mm dia. Sand cast iron S&S as per IS - 3989 _DSR_17.57.2.2 |
| 68 | Providing and fixing plain cast iron S & S sanitary bend. a) 100mm dia. Sand cast iron S&S as per IS : 3989_DSR_17.39.1.2 |
| 69 | Providing and fixing plain cast iron S & S sanitary bend. b) 75mm dia. Sand cast iron S&S as per IS : 3989_DSR_17.39.2.2 |
| 70 | Providing and fixing bend of required degree with access door, insertion rubber washer 3mm thick, bolts and nuts complete. a) 100mm dia. Sand cast iron S&S as per IS : 3989 _DSR_17.38.1.2 |
| 71 | Providing and fixing bend of required degree with access door, insertion rubber washer 3mm thick, bolts and nuts complete. b) 75mm dia. Sand cast iron S&S as per IS : 3989 _DSR_17.38.2.2 |
| 72 | Providing and fixing centrifugaly cast iron single equal plain junction of required degree. 100x100x100mm Sand cast iron S&S as per IS - 3989 _DSR_17.44.1.2 |
| 73 | Providing and fixing centrifugaly cast iron single equal plain junction of required degree. 75x75x75mm Sand cast iron S&S as per IS - 3989 _DSR_17.44.2.2 |
| 74 | Providing and fixing cast iron terminal guard. 100 mm Sand cast iron S&S as per IS - 3989 _DSR_17.56.1.2 |
| 75 | Providing and fixing cast iron terminal guard. 75 mm Sand cast iron S&S as per IS - 3989 _DSR_17.56.2.2 |
| 76 | 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. 25mm dia nominal outer dia pipes_DSR_18.7.3 |
| 77 | 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. 32mm dia nominal outer dia pipes _DSR_18.7.4 |
| 78 | 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 & Concealed work including cutting chases and making good the walls etc. 15mm dia nominal outer dia pipes_DSR_18.8.1 |
| 79 | 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 & Concealed work including cutting chases and making good the walls etc. 20mm dia nominal outer dia pipes _DSR_18.8.2 |
| 80 | Providing and fixing 45 cm long unplasticised PVC connection pipe with brass unions. a) 15mm nominal bore _ DSR-18.21.2.1 |
| 81 | Providing & fixing CP brass bib cock of approved quality conforming to IS 8931 a) 15mm nominal bore _ DSR-18.49.1 |
| 82 | 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_ DSR-18.50.1 |
| 83 | Providing & fixing C.P. brass angle valve for basin mixer and gyser points of approved quality conforming to IS 8931 a) 15mm nominal bore _ DSR-18.53.1 |
| 84 | Providing and fixing gun metal gate valve with wheel of approved quality. a) 25mm dia nominal bore_ DSR-18.17.1 |
| 85 | Providing and fixing gun metal gate valve with wheel of approved quality. d) 32mm dia nominal bore_ DSR-18.17.2 |
| 86 | Providing and fixing brass stop cock of approved quality. a) 15 mm nominal bore_ DSR-18.16.1 |
| 87 | Providing and fixing brass stop cock of approved quality.b) 20 mm nominal bore_ DSR-18.16.2 |
| 88 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank of approved brand and manufacture 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. _ DSR-18.48 |
| 89 | Providing and fixing soil, waste and vent pipes : 75mm diameter : Centrifugally cast (spun) iron socketed pipe as per IS: 3989. DSR-17.35.2.2 |
| 90 | 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) DSR-19.15.1 |
| 91 | 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_DSR_19.19.1.3 |
| 92 | Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks of class designation 75 and S.W. drain pipe 100 mm diameter, 1.8m long complete as per standard design. With F.P.S. bricks_DSR_19.32.1 |
| 93 | 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. a) Pipes 80mm to 300mm diameter. DSR-2.10.1.2 |
| 94 | Providing, laying and joining glazed stone ware pipes grade 'A' with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete. 100mm diameter. DSR-19.1.1 |
| 95 | Providing, laying and joining glazed stone ware pipes grade 'A' 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. DSR-19.1.2 |
| 96 | 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. 100mm diameter S.W. Pipe. DSR-19.2.1 |
| 97 | 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. DSR-19.2.2 |
| 98 | Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm 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 ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design :With common burnt clay F.P.S.(non modular) bricks of .class designation 7.5_DSR_18.33.1 |
| 99 | 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 7.5_ DSR-19.7.1.1 |
| 100 | Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. Group C._DSR_1.10.3 |
| 101 | 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 |
| 102 | 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 |
| 103 | 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 A modular switch, connections etc. as required. _DSR_1.31 |
| 104 | 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 A modular socket outlet and 15/16 A modular switch, connections etc. as required. _DSR_1.32 |
| 105 | Supply & fixing of tubelight with metal heavy duty box type batten light fitting 1x22 Watt suitable for upto 1x22 Watt LED polycorbonate complete including tube suitable for both surface & suspended complete in all respects. CAT-AAA 2620 system lumens> 120Lm/W, PF>0.95, 10% at full load CRI>80, sheet thickness min 0.8 mm, tube with aluminium heat sink> 300, V over volatge protection 2.5 KV internal Surge Protection with (5 year warrenty) (1175 * 0.8475)_ (PWD S.O.R. 2024)- 23.07 |
| 106 | Supply & fixing of IP 20 front Lit mid power SDM type LED light surface mounting round 6 to 9 Watt cutout min. 150mm Ht. min. 40mm/ LED down lighter having powder coated die cast aluminium housing with heat sink, high purity transmisivity UV stablized non yellowish diffuser/ reflector for uniform light distribution detachable driver set suitable for 24 hrs continuous operation complete in all respects. CAT-AAA220-1080 system lumens> 120Lm/W, PF>0.95, 10% at full load CRI>80, sheet thickness min 0.8 mm, tube with aluminium heat sink> 300, V over volatge protection 2.5 KV internal Surge Protection with (5 year warrenty) (955 * 0.8475) _ (PWD S.O.R. 2024)- 23.01 |
| 107 | Supplying and fixing 3pin, 5A ceiling rose on the existing junction box/ wooden block including connections etc. as required._DSR_1.33 |
| 108 | Supplying and fixing brass batten/ angle holder including connection etc. as required._DSR_1.34 |
| 109 | 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.._DSR_1.35 |
| 110 | Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required. Upto 450 mm sweep_DSR_1.50.1 |
| 111 | Extra for fixing the louvers/ shutters complete with frame for a exhaust fan of all sizes._DSR_1.51 |
| 112 | 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, neutralbus bar, earth bar, din bar, interconnections, powder painted. 4 way (4 + 12), Double Door_DSR_2.4.1 |
| 113 | Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, \\"C\\" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. Single pole_DSR_2.10.1 |
| 114 | Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, \\"C\\" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. Single pole and neutral_DSR_2.10.2 |
| 115 | Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, \\"C\\" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. Double pole_DSR_2.10.3 |
| 116 | Supplying and fixing single pole blanking plate in the existing MCB DB complete etc as required._DSR_2.11 |
| 117 | Supplying and fixing of 240/415 V, 10 kA, \\"C\\" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. MCB 63 Amp. TPN _PWD_1017 |
| 118 | Supplying and fixing of 240/415 V, 10 kA, \\"C\\" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. MCB 40 Amp. TPN _PWD_1016 |
| 119 | Supplying and fixing of 240/415 V, 10 kA, \\"C\\" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. MCB 63 Amp. FP 10kA _PWD_1020(A) |
| 120 | Supplying and fixing of 240/415 V, 10 kA, \\"C\\" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. MCB 40 Amp. FP 10kA _PWD_1020 |
| 121 | Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground levelover a cushionof 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 allrespect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc. 35 sq. mm 3-1/2 core (PWD S.O.R. 2024- 20a.1.11) |
| 122 | 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 _DSR_10.1.1 |
| 123 | Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required. 3½ X 35 sq. mm (32mm) _DSR_11.1.21 |
| 124 | Supplying and making end termination with brass Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required._DSR_5.6 |
| 125 | Providing and fixing 4mm dia copper wire on surface or in recess for loop earthing as required._DSR_5.17 |
| 126 | Providing and fixing H.T. danger notice plate of 250 mm X 200 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.._DSR_2.22 |
| 127 | Supply of 300mm sweep Exhaust Fan. (Rate Sanctioned by S.E. R.E.D. Circle Jhansi) Please Enable Macros to View BoQ information |
| SR No | FileName | File Description |
| 1 | Click here to download tender document | Tender Documents |
| 2 | Click here to download tender document | Tender Documents |
| 3 | Click here to download tender document | Tender Documents |
| 4 | Click here to download tender document | Tender Documents |
Copyright © 2026 · All Rights Reserved. Terms of Usage | Privacy Policy
For Tender Information Services Visit : TenderDetail