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Tender Value
₹18.3 Cr
EMD Value
₹36.6 L
Closing Date
12 Jun 2026, 3:00 pm7d left
Construction of 120 Units Type-II (Multi-storey) new quarters at stations (KTHE, GGJ, ULN, BLG, DRG, AY,ACND, DYD, PTH, RZN, RDL, SLPR & AYC) of Lucknow Division on Northern Railway under Dy.CE/C/AY.
258-Tender-DyCE-C-AY-NR
258-Tender-DyCE-C-AY-NR
Open
12 Months
Lucknow, Uttar Pradesh
₹0
₹36.6 L
22 May 2026
22 May 2026
29 May 2026
B-Schedule "B" ( Non Schedule items ): 3859979.00 Below/P
Item Breakup - A-Schedule(Items of DSR -2021):
slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. 11.37S CERAMIC GLAZED TILES 11.39 Providing and laying rectified Glazed Ceramic Sqm 1100 1142.8 1257080 floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in colours White, 4 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 grouting the joints with white cement and matching pigments etc., complete. 11.41S VITRIFIED FLOOR TILES Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid 11.41 on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. 5 11.41.2 Size of Tile 600x600 mm Sqm 4840 1416.65 6856586 NR-PROJECT-LKO-ENGINEERING/NORTHERN RLY Total 11878592.00 Item- 9 All items of chapter-12 "Roofing Work " of DSR-2021 S No. Item No Description of Item Unit Qty Rate Amount 12.0 ROOFING 12.1S SHEET ROOFING Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone 12.21 aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design : 1 12.21.1 In 75x75 mm deep chase Metre 1100 260.2 286220 12.22 Making khurras 45x45 cm with average Each 176 266.6 46921.6 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 2 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 jointing with seal ring 12.41 conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 3 12.41.2 110 mm diameter Metre 1540 319.75 492415 Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes 12.42 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 4 12.42.1.2 110 mm Each 220 119.95 26389 12.42.5 Bend 87.5 degrees 5 12.42.5.2 110 mm bend Each 176 132 23232 12.42.6 Shoe (Plain) 6 12.42.6.2 110 mm Shoe Each 176 115.95 20407.2 Total 895584.80 Item- 10 All items of chapter-13 "Finishing work " of DSR-2021 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 13.4.1 1:4 (1 cement: 4 coarse sand) Sqm 1100 307.25 337975 2 13.4.2 1:6 (1 cement: 6 coarse sand) Sqm 15400 294.35 4532990 15 mm cement plaster on rough side of single 13.5 or half brick wall of mix: 3 13.5.1 1:4 (1 cement: 4 coarse sand) Sqm 1100 354.5 389950 4 13.5.2 1:6 (1 cement: 6 coarse sand) Sqm 15400 339.1 5222140 13.16S 6MM CEMENT PLASTER 5 13.18 Neat cement punning. Sqm 220 67.8 14916 Distempering with oil bound washable 13.41 distemper of approved brand and manufacture to give an even shade : NR-PROJECT-LKO-ENGINEERING/NORTHERN RLY 13.41.1 New work (two or more coats) over and Sqm 22000 162.55 3576100 6 including water thinnable priming coat with cement primer 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 @ 3.84 Sqm 11000 97.6 1073600 7 kg/10 sqm) Painting with synthetic enamel paint of 13.61 approved brand and manufacture to give an even shade : 8 13.61.1 Two or more coats on new work Sqm 4400 131.45 578380 13.80 Providing and applying white cement based Sqm 22000 123.85 2724700 putty of average thickness 1 mm, of approved 9 brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. Total 18450751.00 Item- 11 All items of chapter-15 "Dismantling and Demolishing work " of DSR-2021 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. 15.2.2 Nominal concrete 1:4:8 or leaner mix (i/c cum 220 1239.6 272712 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 220 1698.45 373659 Total 646371.00 Item- 12 All items of chapter-16 "Road work " of DSR-2021 S No. Item No Description of Item Unit Qty Rate Amount 16.0 ROAD WORK 16.1S ROADS 16.1 Preparation and consolidation of sub grade Sqm 1100 180.5 198550 with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and 1 consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres. 16.2 Extra for compaction of earth work in cum 660 20.55 13563 embankment under optimum moisture 2 conditions to give at least 95% of the maximum dry density (proctor density). 16.3 Supplying and stacking at site. 3 16.3.2 63 mm to 45 mm size stone aggregate cum 220 1624.5 357390 4 16.3.10 Moorum cum 110 888.3 97713 16.4 Laying, spreading and compacting stone cum 220 865.8 190476 aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper 5 grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density . 16.49S MISCELLANEOUS NR-PROJECT-LKO-ENGINEERING/NORTHERN RLY 16.69 Providing and laying at or near ground level cum 110 8613.55 947490.5 factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp 6 curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in- charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in- charge). 16.75 Providing and laying C.C. pavement of mix M- cum 330 8277.55 2731591.5 25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush 7 etc. complete as per specifications and directions of Engineer-in-charge. (The panel shuttering work shall be paid for separately). (Note:- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately). Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and 16.91 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. 16.91.2 80 mm thick C.C. paver block of M-30 grade Sqm 1100 1011.2 1112320 8 with approved color design and pattern. Total 5649094.00 Item- 13 All items of chapter-17 "Sanitary installations work " of DSR-2021 S No. Item No Description of Item Unit Qty Rate Amount 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 pipe, 17.1 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 Each 88 5781.35 508758.8 1 of size 580x440 mm with integral type foot rests NR-PROJECT-LKO-ENGINEERING/NORTHERN RLY Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush 17.3 bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : 17.3.1 W.C. pan with ISI marked white solid plastic Each 176 6941.3 1221668.8 2 seat and lid 17.7A Providing and fixing wash basin with C.I. Each 264 3459.05 913189.2 brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, 3 cutting and making good the walls wherever required:- (a) White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer 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 4 17.10.1.1 510x1040 mm bowl depth 250 mm Each 88 6008.45 528743.6 17.22B Providing and fixing CP Brass Single lever Each 88 6119.15 538485.2 telephonic wall mixer of quality & make as 5 approved by Engineer in charge. (a) 15 mm nominal dia Providing and fixing P.V.C. waste pipe for sink 17.28 or wash basin including P.V.C. waste fittings complete. 17.28.2 Flexible pipe 6 17.28.2.1 32 mm dia Each 264 104.35 27548.4 7 17.28.2.2 40 mm dia Each 88 104.35 9182.8 17.34 Providing and fixing toilet paper holder : 8 17.34.1 C.P. brass Each 264 680.8 179731.2 Total 3927308.00 Item- 14 All items of chapter-18 "Water Supply work " of DSR-2021 S No. Item No Description of Item Unit Qty Rate Amount 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, including all CPVC plain & brass threaded fittings, including fixing 18.7 the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.-Internal work - Exposed on wall 1 18.7.1 15 mm nominal dia Pipes Metre 2200 255.9 562980 2 18.7.2 20 mm nominal dia Pipes Metre 2200 325.1 715220 3 18.7.3 25 mm nominal dia Pipes Metre 1100 408.55 449405 4 18.7.4 32 mm nominal dia Pipes Metre 1100 500.95 551045 5 18.7.6 50 mm nominal dia Pipes Metre 550 927 509850 NR-PROJECT-LKO-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 pipes & fittings with one 18.8 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. 6 18.8.2 20 mm nominal dia Pipes Metre 1100 513.75 565125 7 18.8.3 25 mm nominal dia Pipes Metre 1100 626.05 688655 8 18.8.4 32 mm nominal dia Pipes Metre 440 712.75 313610 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes 18.9 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 9 18.9.2 20 mm nominal dia Pipes Metre 220 275.25 60555 10 18.9.3 25 mm nominal dia Pipes Metre 440 370.65 163086 11 18.9.4 32 mm nominal dia Pipes Metre 220 435.05 95711 12 18.9.6 50 mm nominal dia Pipes Metre 110 811.85 89303.5 Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and 18.10 making good the walls etc.-Internal work - Exposed on wall 13 18.10.1 15 mm dia nominal bore Metre 220 304.15 66913 14 18.10.2 20 mm dia nominal bore Metre 220 373.35 82137 15 18.10.6 50 mm dia nominal bore Metre 110 893.2 98252 Providing and fixing G.I. Pipes complete with G.I. fittings and clamps, i/c making good the 18.11 walls etc. concealed pipe, including painting with anti corrosive bitumastic paint, cutting chases and making good the wall : 16 18.11.2 20 mm dia nominal bore Metre 220 541.1 119042 Providing and fixing G.I. pipes complete with 18.12 G.I. fittings including trenching and refilling etc.-External work 17 18.12.3 25 mm dia nominal bore Metre 220 417.95 91949 18 18.12.4 32 mm dia nominal bore Metre 220 457.7 100694 19 18.12.6 50 mm dia nominal bore Metre 110 654.2 71962 18.15S BRASS FITTINGS Providing and fixing gun metal gate valve with 18.17 C.I. wheel of approved quality (screwed end) : 20 18.17.1 25 mm nominal bore Each 110 532.35 58558.5 21 18.17.1A 20 mm nominal bore Each 110 461.75 50792.5 22 18.17.4 50 mm nominal bore Each 22 878.25 19321.5 C.I. SLUICE VALVES/ FIRE HYDRANTS & 18.31S FIXTURES NR-PROJECT-LKO-ENGINEERING/NORTHERN RLY 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 nominal size), 18.32 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 88 1712.15 150669.2 23 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) : 24 18.46.3 25 mm nominal bore Each 110 369.35 40628.5 25 18.46.4 32 mm nominal bore Each 110 409.45 45039.5 26 18.46.6 50 mm nominal bore Each 110 706.7 77737 18.48 Providing and placing on terrace (at all floor Litre 88000 9.7 853600 levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable 27 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 : 28 18.49.1 15 mm nominal bore Each 352 434.2 152838.4 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. 29 18.50.1 15 mm nominal bore Each 176 715.05 125848.8 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. 30 18.51.1 15 mm nominal bore Each 264 708.4 187017.6 Providing and fixing C.P. brass stop cock 18.52 (concealed) of standard design and of approved make conforming to IS:8931. 31 18.52.1 15 mm nominal bore Each 440 594.75 261690 Providing and fixing C.P. brass angle valve for 18.53 basin mixer and geyser points of approved quality conforming to IS:8931 32 18.53.1 15mm nominal bore Each 110 500.35 55038.5 Total 7474274.50 Item- 15 All items of chapter-19 "Drainage work " of DSR-2021 S No. Item No Description of Item Unit Qty Rate Amount 19.0 DRAINAGE 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: NR-PROJECT-LKO-ENGINEERING/NORTHERN RLY 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 : 1 19.6.4 300 mm dia. R.C.C. pipe Metre 220 902.05 198451 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 mm nominal size), inside 19.7 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 concrete 1:2:4 (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 duty) 455x610 mm internal dimensions, total 19.7.1 weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : 19.7.1.1 With common burnt clay F.P.S. (non modular) Each 44 11687.1 514232.4 2 bricks of class designation 7.5 19.8 Extra for depth for manholes : 19.8.1 Size 90x80 cm 19.8.1.1 With common burnt clay F.P.S. (non modular) Metre 44 8127.45 357607.8 3 bricks of class designation 7.5 Extra for depth beyond 45 cm of brick 19.31 masonry chamber : Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of 19.35 cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete 4 19.35.1 450 mm dia RCC pipes. Metre 220 2385.5 524810 Total 1595101.20 Item- 16 All items of chapter -21- Aluminium Works of DSR - 2021 S No. Item No Description of Item Unit Qty Rate Amount 21.0 ALUMINIUM WORK 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 rubber/ neoprene gasket 21.1 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 NR-PROJECT-LKO-ENGINEERING/NORTHERN RLY 21.1.1.1 Anodised aluminium (anodised transparent or Kg 220 433.95 95469 1 dyed to required shade 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 21.1.2 wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately) 21.1.2.1 Anodised aluminium (anodised transparent or Kg 88 531.8 46798.4 2 dyed to required shade 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 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 88 1325.55 116648.4 3 (weight not less than 12.50 kg/sqm) Total 258915.80 Item- 17 All items of chapter -22- Water Proofing works of DSR - 2021 S No. Item No Description of Item Unit Qty Rate Amount 22.0 WATER PROOFING 22.5 Providing and laying water proofing treatment Sqm 330 516.6 170478 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) 1 Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry. 22.14 Grading roof for water proofing treatment with 22.14.1 Cement concrete 1:2:4 (1 cement : 2 coarse cum 220 7510.75 1652365 2 sand : 4 graded stone aggregate 20mm nominal size) Total 1822843.00
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