Construction of balance work of Trip shed at NED station(Except track portion).

Item Breakup - A1-DSR 2023

panels as required including consolidation finishing and tamping complete. NANDED DIVISION-ENGINEERING/SOUTH CENTRAL RLY Providing and laying design mix cement concrete of M-30 grade, in roads/taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved and specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ 16.43 camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction and longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately). 54 16.43.1 Cement concrete prepared with batch mixing machine cum 75 10529.35 789701.25 16.49S MISCELLANEOUS 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, 16.78 spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge. 16.78.1 With material conforming to Grade-I (size range 75 mm to 0.075 mm) having cum 225 2784 626400 55 CBR Value-30 16.80 Construction of dry lean cement concrete sub base over a prepared sub-grade cum 150 4148.65 622297.5 with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per specifications, cement content 56 not to be less than 150 Kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, for all leads & lifts, laid with a mechanical paver, compacting with 8-10 tonne vibratory roller, finishing and curing etc. complete as per direction of Engineer-in- charge. 17.0 SANITARY INSTALLATIONS 17.1S General 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 17.1 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: 17.1.1 White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral Each 1 6767.4 6767.4 57 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, 17.2 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 : 58 17.2.1 W.C. pan with ISI marked white solid plastic seat and lid Each 1 6515.55 6515.55 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 17.7 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: 17.7.1 White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. Each 4 2648.85 10595.4 59 brass pillar taps Providing and fixing P.V.C. low level flushing cistern with manually controlled 17.18 device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete. 60 17.18.1 10 litre capacity - White Each 2 1190.65 2381.3 Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. 17.28 waste fittings complete. 17.28.1 Semi rigid pipe 61 17.28.1.1 32 mm dia Each 4 103.9 415.6 17.35 Providing and fixing soil, waste and vent pipes : 17.35.1 100 mm dia 62 17.35.1.1 Sand cast iron S&S pipe as per IS: 1729 Metre 55 1151.9 63354.5 18.0 WATER SUPPLY 18.7S C.P.V.C. PIPES Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, and all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This 18.7 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 ) 63 18.7.1 15 mm nominal dia Pipes Metre 80 286.8 22944 64 18.7.3 25 mm nominal dia Pipes Metre 150 401.55 60232.5 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass 18.9 threaded 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 65 18.9.1 15 mm nominal dia Pipes Metre 80 244.7 19576 66 18.9.3 25 mm nominal dia Pipes Metre 150 355.4 53310 18.15S BRASS FITTINGS 18.15 Providing and fixing brass bib cock of approved quality : 67 18.15.1 15 mm nominal bore Each 4 353.25 1413 18.16 Providing and fixing brass stop cock of approved quality : 68 18.16.1 15 mm nominal bore Each 4 353.25 1413 NANDED DIVISION-ENGINEERING/SOUTH CENTRAL RLY Providing and fixing gun metal gate valve with C.I. wheel of approved quality 18.17 (screwed end) : 69 18.17.1 25 mm nominal bore Each 4 622.4 2489.6 18.21 Providing and fixing uplasticised PVC connection pipe with brass unions : 18.21.2 45 cm length 70 18.21.2.1 15 mm nominal bore Each 10 97.75 977.5 19.0 DRAINAGE 19.1S STONE WARE PIPES AND FITTINGS Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with 19.6 collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 71 19.6.7 600 mm dia. R.C.C. pipe Metre 200 2243.4 448680 Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size),foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 19.7 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light 19.7.1 duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : 72 19.7.1.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Each 8 12770.55 102164.4 21.0 ALUMINIUM WORK 21.1S General 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 21.1 EPDM 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 / panelling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, panelling and dash fasteners to be paid for separately) : 21.1.1 For fixed portion 21.1.1.1 Anodised aluminium (anodised transparent or dyed to required shade Kg 53.2 495.05 26336.66 73 according to IS: 1868, Minimum anodic coating of grade AC 15) For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required 21.1.2 including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately) 21.1.2.1 Anodised aluminium (anodised transparent or dyed to required shade Kg 57.4 598.6 34359.64 74 according to IS: 1868, Minimum anodic coating of grade AC 15) Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the 21.3 architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item): 75 21.3.1 With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) Sqm 33.04 1176.8 38881.47 Total 40953994.79