Construction of 6 units Type II and 4 Units Type III Quarters in lieu of abandoned/ un-serviceable staff quarters in the section ADEN/HQ/MB.

Rebate for dismantling existing building structure, removing debris and and other released material after dismantling structrue and its disposal outside railway land as per direction of 1 Engineer-in- charge with all labour and material such as doors, windows stell grils etc,(except rails and electric fittings) will be the property of the contractor.1. Contractor will qoute the rate for payment to railway on area basis. 2. Dumping areas to be arrange by the contractor at his own cost. 3. Rails and electric fittings will the property of Railways.

Item Breakup - A-DSR Items

nuts complete. MORADABAD DIVISION-ENGINEERING/NORTHERN RLY Providing and fixing chromium plated brass 9.92 handles with necessary screws etc. complete: 15 9.92.1 125 mm Each 30 226.5 6795 16 9.92.2 100 mm Each 30 199.2 5976 ANODISED ALUMINIUM FITTINGS (ALL 9.95S FITTINGS SHALL BE ISI MARKED) Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating 9.96 not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete : 17 9.96.2 250x16 mm Each 150 234.9 35235 Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) 9.97 transparent or dyed to required colour or shade, with necessary screws etc. complete : 18 9.97.2 250x10 mm Each 100 104.4 10440 19 9.97.3 200x10 mm Each 100 90.8 9080 20 9.97.4 150x10 mm Each 1600 75.55 120880 Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) 9.100 transparent or dyed to required colour or shade, with necessary screws etc. complete : 21 9.100.1 125 mm Each 200 60.05 12010 22 9.100.3 75 mm Each 500 46.3 23150 Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 9.101 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete. 23 9.101.2 Twin rubber stopper Each 50 62.25 3112.5 9.105S GYPSUM BOARD PARTITIONS 9.119 Providing and fixing factory made P.V.C. Metre 120 408.25 48990 door frame of size 50x47 mm with awall thickness of 5 mm, made out of extruded 5mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos of 150 mm long brackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be 24 reinforced with 19x19 mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100 mm size, complete as per manufacturer's specification and direction of Engineer- in-Charge. MORADABAD DIVISION-ENGINEERING/NORTHERN RLY Providing and fixing factory made panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19 mm x 19 mm for styles and 15x15 mm for top & bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture. M.S. frame covered with 5 mm thick heat moulded PVC 'C' channel of size 30 mm thickness, 70 mm width out of which 50 mm shall be flat and 20 mm shall be tapered in 45 degree angle on both side forming styles and 5 mm thick, 95 mm wide PVC sheet out of which 75mm shall be flat and 20 mm shall be tapered in 45 degree on the inner side to form top and bottom rail and 115 mm wide PVC sheet out of which 75 9.120 mm shall be flat and 20 mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided both side of the panel. 10 mm (5 mm x 2 ) thick, 20 mm wide cross PVC sheet be provided as gap insert for top rail & bottom rail, paneling of 5 mm thick both side PVC sheet to be fitted in the M.S. frame welded/ sealed to the styles & rails with 7 mm (5 mm+2 mm) thick x 15 mm wide PVC sheet beading on inner side, and joined together with solvent cement adhesive. An additional 5 mm thick PVC strip of 20 mm width is to be stuck on the interior side of the 'C' Channel using PVC solvent adhesive etc. complete as per direction of Engineer-in-charge, manufacturer's specification & drawing. 25 9.120.1 30 mm thick plain PVC door shutters Sqm 45 2455.1 110479.5 Providing and fixing wire gauge shutters using stainless steel grade 304 wire gauge with wire of dia 0.5 mm and average width 9.134 of aperture 1.4 mm in both directions for doors, windows and clerestory windows with necessary screws : 9.134.1 35 mm thick shutters With ISI marked stainless steel butt hinges 9.134.1.2 of required size 26 9.134.1.2.1 Second class teak wood Sqm 95 4631.8 440021 Providing and fixing fly proof stainless steel grade 304 wire gauge, to windows and clerestory windows using wire gauge with 9.135 average width of aperture 1.4 mm in both directions with wire of dia. 0.50 mm all complete. 27 9.135.2 With 12 mm mild steel U beading Sqm 95 1051.75 99916.25 Providing and fixing bright /matt finished Stainless Steel handles of approved quality 9.165 & make with necessary screws etc all complete. 28 9.165.1 125 mm Each 40 100.45 4018 Total 2131253.96 Item- 8 All items of DSR ch. No - 10(steel Work) S No. Item No Description of Item Unit Qty Rate Amount 10.0 STEEL WORK 10.1 Structural steel work in single section, fixed Kg 500 93.05 46525 with or without connecting plate, including 1 cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. MORADABAD DIVISION-ENGINEERING/NORTHERN RLY 10.2 Structural steel work riveted, bolted or Kg 500 111.95 55975 welded in built up sections, trusses and 2 framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 1.60 10.14 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge: 10.14.3 Profile E 10.14.3.1 Fixing with adjustable lugs with split end tail Metre 300 511.4 153420 3 to each jamb Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in 10.16 position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. 4 10.16.1 Hot finished welded type tubes Kg 500 154.9 77450 10.17 Providing and fixing M.S. fan clamp type I or Each 10 185.95 1859.5 II of 16 mm dia M.S. bar, bent to shape with hooked ends in R.C.C. slabs or beams during 5 laying, including painting the exposed portion of loop, all as per standard design complete. 10.18 Providing and fixing circular/ Hexagonal cast Each 60 185.2 11112 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 6 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. Steel work welded in built up sections/ framed work, including cutting, hoisting, 10.25 fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. 10.25.2 In gratings, frames, guard bar, ladder, Kg 1500 142.3 213450 7 railings, brackets, gates and similar works Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, 10.26 balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. 8 10.26.1 M.S. tube Kg 300 157.15 47145 MORADABAD DIVISION-ENGINEERING/NORTHERN RLY 10.28 Providing and fixing stainless steel ( Grade Kg 150 612.25 91837.5 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash 9 fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). Providing & fixing glass panes with putty and 10.30 glazing clips in steel doors, windows, clerestory windows, all complete with : 10.30.1 4.0 mm thick glass panes (weight not less Sqm 25 940.3 23507.5 10 than 10 kg/sqm) Total 722281.50 Item- 9 All items of DSR ch. No - 11(Flooring) S No. Item No Description of Item Unit Qty Rate Amount 11.0 FLOORING Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) 11.3 finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 11.3.1 40 mm thick with 20 mm nominal size stone Sqm 50 545 27250 1 aggregate 11.7 Cement concrete pavement with 1:2:4 (1 cum 12 7958.65 95503.8 cement : 2 coarse sand : 4 graded stone 2 aggregate 20 mm nominal size), including finishing complete. 11.9S TERRAZO FLOORING Providing and fixing glass strips in joints of 11.13 terrazo/ cement concrete floors. 3 11.13.1 40 mm wide and 4 mm thick Metre 100 79.5 7950 11.26S KOTA STONE FLOORING Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment 11.26 to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 4 11.26.1 25 mm thick Sqm 100 1706.6 170660 11.27 Kota stone slabs 20 mm thick in risers of Sqm 100 2038.55 203855 steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 5 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. 11.37S CERAMIC GLAZED TILES MORADABAD DIVISION-ENGINEERING/NORTHERN RLY 11.37 Providing and laying Ceramic glazed floor Sqm 100 935.6 93560 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 6 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. 11.37A Providing and fixing 1st quality ceramic Sqm 300 938.5 281550 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 7 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. 11.41S VITRIFIED FLOOR TILES Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 11.41A kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily. Double charge vitrified tile polished finish of 11.41A.1 size 8 11.41A.1.1 Size of Tile 600 x 600 mm Sqm 300 1286.6 385980 Glazed Vitrified tiles Matt/Antiskid finish of 11.41A.3 size 9 11.41A.3.1 Size of Tile 600 x 600 mm Sqm 150 1311.05 196657.5 Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in 11.46 skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. complete. 10 11.46.2 Size of Tile 600x600 mm Sqm 100 1466.5 146650 MORADABAD DIVISION-ENGINEERING/NORTHERN RLY Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement 11.56 mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. 11.56.1 Polished Granite stone slab colour of Black, Sqm 50 3908.8 195440 11 Cherry/Ruby Red or equivalent Total 1805056.30 Item- 10 All items of DSR ch. No - 12(Roofing) S No. Item No Description of Item Unit Qty Rate Amount 12.0 ROOFING 12.1S SHEET ROOFING 10 cm thick (average) mud phaska of damped brick earth on roofs laid to slope consolidated and plastered with 25 mm thick mud mortar mixed with bhusa @ 35 kg per cum of earth and gobri leaping with mix 1:1 12.16 (1 clay : 1 cow dung) and covered with flat tile bricks, grouted with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement and finished neat: 12.16.1 With common burnt clay F.P.S.(non modular) Sqm 300 905.8 271740 1 brick tile of class designation 10 Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), 12.21 including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design : 2 12.21.1 In 75x75 mm deep chase Metre 120 260.2 31224 12.22 Making khurras 45x45 cm with average Each 10 266.6 2666 minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) 3 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. Providing, fixing and embedding sand cast iron accessories for rain water pipes in the masonry surrounded with 12 mm thick 12.40 cement mortar of the same mix, as that of masonry (lead caulking will be paid for separately): Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including 12.41 jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 4 12.41.1 75 mm diameter Metre 70 213 14910 5 12.41.2 110 mm diameter Metre 170 319.75 54357.5 MORADABAD DIVISION-ENGINEERING/NORTHERN RLY Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain 12.42 water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. 12.42.1 Coupler 6 12.42.1.1 75 mm Each 32 79.8 2553.6 7 12.42.1.2 110 mm Each 32 119.95 3838.4 12.42.3 Single tee with door 8 12.42.3.1 75x75x75 mm Each 32 141.55 4529.6 9 12.42.3.2 110x110x110 mm Each 32 205.45 6574.4 12.42.5 Bend 87.5 degrees 10 12.42.5.1 75 mm bend Each 32 91.8 2937.6 11 12.42.5.2 110 mm bend Each 32 132 4224 12.42.6 Shoe (Plain) 12 12.42.6.1 75 mm Shoe Each 32 81.1 2595.2 13 12.42.6.2 110 mm Shoe Each 32 115.95 3710.4 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. 12.43 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. 14 12.43.1 75 mm Each 100 310.85 31085 15 12.43.2 110 mm Each 100 309.5 30950 12.44 Providing and fixing to the inlet mouth of Each 10 47.9 479 rain water pipe cast iron grating 15 cm 16 diameter and weighing not less than 440 grams. Providing & fixing UV stabilised fiberglass reinforced plastic sheet roofing up to any pitch, including fixing with polymer coated 'J' or 'L' hooks, bolts & nuts 8mm dia. G.I plain/bitumen washers complete but excluding the cost of purlins, rafters, trusses etc. The sheets shall be manufactured out of 2400 TEX panel rovigs incorporating 12.47 minimum 0.3% ultra-violet stabiliser in resin system under approximately 2400 psi and hot cured. They shall be of uniform pigmentation and thickness without air pockets and shall conform to IS 10192 and IS 12866.The sheets shall be opaque or translucent, clear or pigmented, textured or smooth as specified. 17 12.47.2 2 mm thick flat Sqm 60 1048.5 62910 MORADABAD DIVISION-ENGINEERING/NORTHERN RLY 12.50 Providing and fixing precoated galvanised Sqm 20 671.55 13431 iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in- charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid 18 scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. Total 544715.70 Item- 11 All items of DSR ch. No - 13(Finishing) S No. Item No Description of Item Unit Qty Rate Amount 13.0 FINISHING 13.4S CEMENT PLASTER (IN COARSE SAND) 13.4 12 mm cement plaster of mix : 1 13.4.2 1:6 (1 cement: 6 coarse sand) Sqm 2500 294.35 735875 15 mm cement plaster on rough side of 13.5 single or half brick wall of mix: 2 13.5.2 1:6 (1 cement: 6 coarse sand) Sqm 1200 339.1 406920 13.25 Extra for plastering: 13.26 Providing and applying plaster of paris putty Sqm 1500 214.3 321450 of 2 mm thickness over plastered surface to 3 prepare the surface even and smooth complete. Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gms/litre, of approved 13.42 manufacturer, of required shade and colour complete, as per manufacturer's specification. 4 13.42.1 Two or more coats on new work Sqm 2500 92.75 231875 Applying one coat of water thinnable cement 13.43 primer of approved brand and manufacture on wall surface : 5 13.43.1 Water thinnable cement primer Sqm 2500 64.45 161125 13.44S EXTERIOR FINISHING Finishing walls with water proofing cement 13.44 paint of required shade : 13.44.1 New work (Two or more coats applied @ Sqm 1500 97.6 146400 6 3.84 kg/10 sqm) Finishing with Deluxe Multi surface paint 13.48 system for interiors and exteriors using Primer as per manufacturers specifications : 13.48.1 Two or more coats applied on walls @ 1.25 Sqm 3500 158.95 556325 7 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr /10 sqm 13.50 Applying priming coat: 13.50.1 With ready mixed pink or Grey primer of Sqm 300 61.45 18435 8 approved brand and manufacture on wood work (hard and soft wood) Painting with synthetic enamel paint of 13.61 approved brand and manufacture to give an even shade : 9 13.61.1 Two or more coats on new work Sqm 500 131.45 65725 MORADABAD DIVISION-ENGINEERING/NORTHERN RLY 13.80 Providing and applying white cement based Sqm 2000 123.85 247700 putty of average thickness 1 mm, of 10 approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. Total 2891830.00 Item- 12 All items of DSR ch. No - 15(Dismantling work) S No. Item No Description of Item Unit Qty Rate Amount 15.0 DISMANTLING AND DEMOLISHING Demolishing cement concrete manually/ by mechanical means including disposal of 15.2 material within 50 metres lead as per direction of Engineer - in - charge. 15.2.1 Nominal concrete 1:3:6 or richer mix (i/c cum 12 2007.1 24085.2 1 equivalent design mix) Demolishing brick work manually/ by mechanical means including stacking of 15.7 serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. 2 15.7.4 In cement mortar cum 12 1698.45 20381.4 Total 44466.60 Item- 13 All items of DSR ch. No - 16(Road work) S No. Item No Description of Item Unit Qty Rate Amount 16.0 ROAD WORK 16.49S MISCELLANEOUS 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 16.91 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. 16.91.1 60mm thick cement concrete paver block of Sqm 250 932.35 233087.5 1 M-35 grade with approved colour, design & pattern. 16.93 Providing and placing in position 100 mm Sqm 60 2617.15 157029 thick factory made machine batched & machine mixed Precast RCC Rectangular Covers on drains of footpath of various sizes, of M-25 grade cement concrete for RCC work, including cost of centering, shuttering, reinforcement of 8 mm dia TMT bars of Fe 500 grade @ maximum 100mm 2 c/c on both ways , neat cement punning on finished surface, properly encased on all edges with 1.6 mm thick , 100 mm wide MS sheet duly painted over priming coat , reinforcement to be welded at edges with MS sheet and providing 2 Nos. 12 mm dia bar for hooks etc i/c cost of cartage, all leads & lift, handling at site etc. all complete as per direction of Engineer-in-Charge. Total 390116.50 Item- 14 All items of DSR ch. No - 17 (Sanitary installstions ) S No. Item No Description of Item Unit Qty Rate Amount MORADABAD DIVISION-ENGINEERING/NORTHERN RLY 17.0 SANITARY INSTALLATIONS 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 17.1 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: 17.1.1 White Vitreous china Orissa pattern W.C. Each 20 5781.35 115627 1 pan of size 580x440 mm with integral type foot rests Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush 17.2 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 : 17.2.1 W.C. pan with ISI marked white solid plastic Each 30 5540.55 166216.5 2 seat and lid 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, 17.7 including painting of fittings and brackets, cutting and making good the walls wherever require: 17.7.4 White Vitreous China Flat back wash basin Each 50 1679.6 83980 3 size 550x 400 mm with single 15 mm C.P. brass pillar tap 17.8 Providing and fixing white vitreous china Each 50 1500.05 75002.5 pedestal for wash basin completely recessed 4 at the back for the reception of pipes and fittings. 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, 17.10 including painting of fittings and brackets, cutting and making good the walls wherever required : 17.10.1 Kitchen sink with drain board 5 17.10.1.1 510x1040 mm bowl depth 250 mm Each 4 6008.45 24033.8 17.10.2 Kitchen sink without drain board 6 17.10.2.2 610x460 mm bowl depth 200 mm Each 6 3337.85 20027.1 17.31 Providing and fixing 600x450 mm beveled Each 50 1411.15 70557.5 edge mirror of superior glass (of approved 7 quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. 17.33 Providing and fixing 600x120x5 mm glass Each 12 942.15 11305.8 shelf with edges round off, supported on anodised aluminium angle frame with C.P. 8 brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. Providing and fixing soil, waste and vent 17.35 pipes : 17.35.1 100 mm dia 9 17.35.1.1 Sand cast iron S&S pipe as per IS: 1729 Metre 52.5 1018.05 53447.63 17.35.2 75 mm diameter : 10 17.35.2.1 Sand cast iron S&S pipe as per IS: 1729 Metre 61.5 931.55 57290.33 MORADABAD DIVISION-ENGINEERING/NORTHERN RLY Providing and filling the joints with spun 17.36 yarn, cement slurry and cement mortar 1:2 ( 1 cement : 2 fine sand) in S.C.I./ C.I. Pipes : 11 17.36.1 75 mm dia pipe Each 18.75 138.7 2600.63 12 17.36.2 100 mm dia pipe Each 18.75 163.45 3064.69 Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast iron/cast iron (spun) pipe embedded in and including cement concrete blocks 10x10x10 cm of 17.37 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including cost of cutting holes and making good the walls etc. : 13 17.37.1 For 100 mm dia pipe Each 45 308.45 13880.25 14 17.37.2 For 75 mm dia pipe Each 45 304.45 13700.25 Providing and fixing bend of required degree 17.38 with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. 17.38.1 100 mm dia 15 17.38.1.1 Sand cast iron S&S as per IS - 1729 Each 15 530.7 7960.5 17.38.2 75 mm dia 16 17.38.2.1 Sand cast iron S&S as per IS - 1729 Each 15 440 6600 Providing and fixing plain bend of required 17.39 degree. 17.39.1 100 mm dia 17 17.39.1.1 Sand cast iron S&S as per IS - 1729 Each 15 412.95 6194.25 17.39.2 75 mm dia 18 17.39.2.1 Sand cast iron S&S as per IS -1729 Each 15 311.55 4673.25 Providing and fixing double equal junction of required degree with access door, insertion 17.41 rubber washer 3 mm thick, bolts and nuts complete : 17.41.1 100x100x100x100 mm 19 17.41.1.1 Sand cast iron S&S as per IS - 1729 Each 15 1038.75 15581.25 17.41.2 75x75x75x75 mm 20 17.41.2.1 Sand cast iron S&S as per IS - 1729 Each 15 754.45 11316.75 Providing and fixing double equal plain 17.42 junction of required degree. 17.42.1 100x100x100x100 mm 21 17.42.1.1 Sand cast iron S&S as per IS - 1729 Each 15 861.2 12918 17.42.2 75x75x75x75 mm 22 17.42.2.1 Sand cast iron S&S as per IS - 1729 Each 15 579.15 8687.25 Providing and fixing single equal plain junction of required degree with access 17.43 door, insertion rubber washer 3 mm thick, bolts and nuts complete. 17.43.1 100x100x100 mm 23 17.43.1.1 Sand cast iron S&S as per IS - 1729 Each 15 671.2 10068 17.43.2 75x75x75 mm 24 17.43.2.1 Sand cast iron S&S as per IS - 1729 Each 15 573.8 8607 Providing and fixing single equal plain invert 17.50 branch of required degree : 17.50.1 100x100x100 mm 25 17.50.1.1 Sand cast iron S&S as per iron 1729 Each 15 620.35 9305.25 17.50.2 75x75x75 mm 26 17.50.2.1 Sand cast iron S&S as per IS - 1729 Each 15 498.9 7483.5 Providing and fixing door piece, insertion 17.55 rubber washer 3mm thick, bolts & nuts complete : 17.55.1 100 mm MORADABAD DIVISION-ENGINEERING/NORTHERN RLY 27 17.55.1.1 Sand cast iron S&S as per IS - 1729 Each 15 711.35 10670.25 17.55.2 75 mm 28 17.55.2.1 Sand cast iron S&S as per IS - 1729 Each 15 433.3 6499.5 17.56 Providing and fixing terminal guard : 17.56.1 100 mm 29 17.56.1.1 Sand cast iron S&S as per IS - 1729 Each 15 392.9 5893.5 17.56.2 75 mm 30 17.56.2.1 Sand cast iron S&S as per IS - 1729 Each 15 318.25 4773.75 17.57 Providing and fixing collar : 17.57.1 100 mm 31 17.57.1.1 Sand cast iron S&S as per IS - 1729 Each 15 399.6 5994 17.57.2 75 mm 32 17.57.2.1 Sand cast iron S&S as per IS - 1729 Each 15 271.45 4071.75 Providing and fixing shielded coupling for 17.57A Hubless centrifugally cast iron pipe Providing lead caulked joints to sand cast 17.58 iron/centrifugally cast (spun) iron pipes and fittings of diameter : 33 17.58.1 100 mm Each 37.5 549.65 20611.88 34 17.58.2 75 mm Each 37.5 466.4 17490 Providing and fixing M.S. stays and clamps 17.59 for sand cast iron/ centrifugally cast (spun) iron pipes of diameter : 35 17.59.1 100 mm Each 18.75 128.65 2412.19 36 17.59.2 75 mm Each 18.75 80.1 1501.88 Providing and fixing trap of self cleansing design with screwed down or hinged grating 17.60 with or without vent arm complete, including cost of cutting and making good the walls and floors : 17.60.1 100 mm inlet and 100 mm outlet 37 17.60.1.1 Sand cast iron S&S as per IS: 3989 Each 7.5 1604.1 12030.75 17.60.2 100 mm inlet and 75 mm outlet 38 17.60.2.1 Sand cast iron S&S as per IS - 3989 Each 7.5 1671 12532.5 17.72 Providing and fixing PTMT towel ring Each 8 204.7 1637.6 trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm 39 from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 gms. Providing and fixing PTMT towel rail complete with brackets fixed to wooden 17.73 cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. 17.73.1 450 mm long towel rail with total length of Each 6 573.6 3441.6

of 88 mm, weighing not less than 170 gms 17.73.2 600 mm long towel rail with total length of Each 8 600.35 4802.8

of 88 mm, weighing not less than 190 gms. Total 934492.93 Item- 15 All items of DSR ch. No - 18(Water supply) S No. Item No Description of Item Unit Qty Rate Amount 18.0 WATER SUPPLY 18.7S C.P.V.C. PIPES MORADABAD DIVISION-ENGINEERING/NORTHERN RLY 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 18.8 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 wall etc. 1 18.8.1 15 mm nominal dia Pipes Metre 30 441.15 13234.5 2 18.8.2 20 mm nominal dia Pipes Metre 370 513.75 190087.5 3 18.8.3 25 mm nominal dia Pipes Metre 200 626.05 125210 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded 18.9 fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.-External work 4 18.9.6 50 mm nominal dia Pipes Metre 15 811.85 12177.75 5 18.9.8 80 mm nominal dia Pipes Metre 20 1990.4 39808 18.15S BRASS FITTINGS Providing and fixing gun metal gate valve 18.17 with C.I. wheel of approved quality (screwed end) : 6 18.17.4 50 mm nominal bore Each 16 878.25 14052 Providing and fixing ball valve (brass) of 18.18 approved quality, High or low pressure, with plastic floats complete : 7 18.18.1 15 mm nominal bore Each 18 348.85 6279.3 Providing and fixing uplasticised PVC 18.21 connection pipe with brass unions : Providing and fixing C.P. brass shower rose 18.22 with 15 or 20 mm inlet : 8 18.22.1 100 mm diameter Each 6 166.35 998.1 9 18.22.2 150 mm diameter Each 8 190.1 1520.8 C.I. SLUICE VALVES/ FIRE HYDRANTS & 18.31S FIXTURES Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm 18.32 nominal size), i/c 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) 12mm thick, finished with a floating coat of neat cement complete as per standard design : 18.32.1 With common burnt clay F.P.S.(non modular) Each 5 1712.15 8560.75 10 bricks of class designation 7.5 MORADABAD DIVISION-ENGINEERING/NORTHERN RLY 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 18.33 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 : 18.33.1 With common burnt clay F.P.S.(non modular) Each 5 10102.5 50512.5 11 bricks of class designation 7.5 Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm 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 20 mm nominal 18.34 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 : 18.34.1 With common burnt clay F.P.S.(non modular) Each 5 17577.9 87889.5 12 bricks of class designation 7.5 Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and 18.46 making long screws etc. complete (New work) : 13 18.46.1 15 mm nominal bore Each 10 262.3 2623 14 18.46.2 20 mm nominal bore Each 10 289.05 2890.5 15 18.46.3 25 mm nominal bore Each 10 369.35 3693.5 16 18.46.6 50 mm nominal bore Each 5 706.7 3533.5 Providing and fixing G.I. Union in existing G.I. pipe line, cutting and threading the pipe and making long screws, including 18.47 excavation, refilling the earth or cutting of wall and making good the same complete wherever required : 17 18.47.1 15 mm nominal bore Each 5 682.9 3414.5 18.48 Providing and placing on terrace (at all floor Litre 5002 9.7 48519.4 levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable 18 locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 18.49S C.P. BRASS FITTINGS Providing and fixing C.P. brass bib cock of 18.49 approved quality conforming to IS:8931 : 19 18.49.1 15 mm nominal bore Each 20 434.2 8684 Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS 18.50 standards and weighing not less than 810 gms. 20 18.50.1 15 mm nominal bore Each 10 715.05 7150.5 MORADABAD DIVISION-ENGINEERING/NORTHERN RLY Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS 18.51 standards and weighing not less than 690 gms. 21 18.51.1 15 mm nominal bore Each 100 708.4 70840 Providing and fixing C.P. brass stop cock 18.52 (concealed) of standard design and of approved make conforming to IS:8931. 22 18.52.1 15 mm nominal bore Each 30 594.75 17842.5 Providing and fixing C.P. brass angle valve 18.53 for basin mixer and geyser points of approved quality conforming to IS:8931 23 18.53.1 15mm nominal bore Each 100 500.35 50035 18.54S PTMT FITTINGS Providing and fixing PTMT bib cock of 18.54 approved quality and colour. 18.54.1 15mm nominal bore, 86 mm long, weighing Each 10 109.85 1098.5 24 not less than 88 gms Providing and fixing PTMT pillar cock of 18.56 approved quality and colour. 18.56.1 15 mm nominal bore, 107 mm long, Each 6 180.8 1084.8 25 weighing not less than 110 gms Providing and fixing PTMT grating of 18.58 approved quality and colour. 18.58.1 Circular type 26 18.58.1.1 100 mm nominal dia Each 30 33.2 996 27 18.58.1.2 125 mm nominal dia with 25 mm waste hole Each 30 45.25 1357.5 18.59S AIR VALVE & WATER METER (BULK TYPE) Providing and fixing PTMT extension nipple 18.75 for water tank pipe, fittings of approved quality and colour. 18.75.3 25mm nominal bore, weighing not less than Each 11 100.55 1106.05 28 62 gms Cutting holes up to 30x30 cm in walls 18.76 including making good the same: 18.76.1 With common burnt clay F.P.S. (non Each 100 362.4 36240 29 modular) bricks Total 811439.95 Item- 16 All items of DSR ch. No - 19(Drainage) S No. Item No Description of Item Unit Qty Rate Amount 19.0 DRAINAGE 19.1S STONE WARE PIPES AND FITTINGS Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture 19.1 of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : 1 19.1.1 100 mm diameter Metre 75 375.75 28181.25 2 19.1.2 150 mm diameter Metre 75 591.4 44355 3 19.1.4 250 mm diameter Metre 75 1293.9 97042.5 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone 19.3 aggregate 40 mm nominal size) up to haunches of S.W. pipes including bed concrete as per standard design : 4 19.3.1 100 mm diameter S.W. pipe Metre 75 425.6 31920 5 19.3.2 150 mm diameter S.W. pipe Metre 75 689.75 51731.25 MORADABAD DIVISION-ENGINEERING/NORTHERN RLY 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. 19.4 cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: 19.4.1 100x100 mm size P type 19.4.1.1 With common burnt clay F.P.S. (non Each 18.75 2453.55 46004.06 6 modular) bricks of class designation 7.5 Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed 19.6 with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 7 19.6.2 150 mm dia. R.C.C. pipe Metre 37.5 493.1 18491.25 8 19.6.3 250 mm dia. R.C.C. pipe Metre 37.5 811.15 30418.13 9 19.6.4 300 mm dia. R.C.C. pipe Metre 37.5 902.05 33826.88 Providing and fixing in position pre-cast 19.19 R.C.C. manhole cover and frame of required shape and approved quality 19.19.1 L D- 2.5 19.19.1.1 Rectangular shape 600x450 mm internal Each 6 1255.25 7531.5 10 dimensions 11 19.19.1.2 Square shape 450 mm internal dimensions Each 6 1047.8 6286.8 12 19.19.1.3 Circular shape 450 mm internal diameter Each 4.5 1047.8 4715.1 19.20 Supplying and fixing C.I. cover 300x300 mm Each 22.5 671.75 15114.38 without frame for gully trap (standard 13 pattern) the weight of cover to be not less than 4.5 kg 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 20 19.21 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement and making necessary channels for the drain etc. complete : 14 19.21.1 For pipes 100 to 250 mm diameter Each 12 683.7 8204.4 15 19.21.2 For pipes 250 to 300 mm diameter Each 12 785.9 9430.8 Extra for depth beyond 45 cm of brick 19.31 masonry chamber : Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb 19.32 shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design. 19.32.1 With common burnt clay F.P.S. (non Each 2.25 28029.15 63065.59 16 modular) bricks of class designation 7.5 Total 496318.89 Item- 17 All items of DSR ch. No - 21 (ALUMINIUM WORK) S No. Item No Description of Item Unit Qty Rate Amount 21.0 ALUMINIUM WORK MORADABAD DIVISION-ENGINEERING/NORTHERN RLY Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM 21.1 rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) : 21.1.1 For fixed portion 21.1.1.2 Powder coated aluminium (minimum Kg 262.5 466.3 122403.75 1 thickness of powder coating 50 micron) For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings 21.1.2 wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately) 21.1.2.2 Powder coated aluminium (minimum Kg 187.5 564.8 105900 2 thickness of powder coating 50 micron) Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene 21.3 gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item): 21.3.2 With float glass panes of 5 mm thickness Sqm 75 1325.55 99416.25 3 (weight not less than 12.50 kg/sqm) Filling the gap in between aluminium frame & adjacent RCC/ Brick/ Stone work by providing weather silicon sealant over 21.8 backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete. 4 21.8.1 Upto 5mm depth and 5 mm width Metre 112.5 85.25 9590.63 Total 337310.63 Item- 18 All items of DSR ch. No - 22 (water proofing) S No. Item No Description of Item Unit Qty Rate Amount 22.0 WATER PROOFING 22.5 Providing and laying water proofing Sqm 100 516.6 51660 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 1 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. MORADABAD DIVISION-ENGINEERING/NORTHERN RLY 22.6 Providing and laying water proofing Sqm 200 585.55 117110 treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying: (a) after surface preparation, first layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. (b) laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than 10 cm. (c) third layer of 1.5 mm thickness consisting of slurry of cement @ 2 1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around. (d) fourth and final layer of brick tiling with cement mortar (which will be paid for separately. For the purpose of measurement the entire treated surface will be measured. Total 168770.00 Item- 19 All items of DSR ch. No - 23 (RAIN WATER HARVESTING) S No. Item No Description of Item Unit Qty Rate Amount 23.0 RAIN WATER HARVESTING & TUBEWELLS 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 23.1 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. 23.1.1 All types of soil 1 23.1.1.1 300 mm dia Metre 15 592.05 8880.75 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 23.2 log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre & upto 150 metre depth below ground level. Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 23.3 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. 2 23.3.3 200 mm nominal size dia Metre 15 951.95 14279.25 Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with 23.4 ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. 3 23.4.2 150 mm nominal size dia Metre 15 681.9 10228.5 MORADABAD DIVISION-ENGINEERING/NORTHERN RLY 23.5 Supplying, filling, spreading & leveling stone cum 11.25 1302.3 14650.88 boulders of size range 5 cm to 20 cm, in 4 recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. 23.6 Supplying, filling, spreading & leveling cum 11.25 1309 14726.25 gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of 5 boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. 23.7 Supplying, filling, spreading & leveling cum 11.25 1309 14726.25 coarse sand of size range 1.5 mm to 2 mm 6 in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in-charge. Providing and fixing suitable size threaded mild steel cap or spot welded plate to the 23.13 top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of: 7 23.13.2 150 mm dia Each 1 210.75 210.75 Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of 23.14 tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. 8 23.14.2 150 mm clamp Each 1 1609.25 1609.25 Providing and fixing Bail plug/ Bottom plug 23.15 of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). 9 23.15.2 150 mm dia Each 1 281.75 281.75 Total 79593.63