Building Repair & Renovation Tenders

washers etc. complete (Copper oxidised as per IS 1378). Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary 9.66 screws etc. complete (Copper oxidised as per IS 1378) 34 9.66.1 125 mm Each 48 39.95 1917.6 9.105S GYPSUM BOARD PARTITIONS 9.119 Providing and fixing factory made P.V.C. door Metre 30 492.7 14781 frame of size 50x47 mm with a wall thickness of 5 mm, made out of extruded 5 mm 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 35 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. JAIPUR DIVISION-ENGINEERING/NORTH WESTERN 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 mm shall be flat and 20 9.120 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, panelling 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. 36 9.120.2 30 mm thick pre laminated PVC door shutters Sqm 12 3663.8 43965.6 10.0 STEEL WORK 10.1S General 10.2 Structural steel work riveted, bolted or welded in Kg 1300 133.7 173810 built up sections, trusses and framed work, 37 including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. Providing and fixing 1 mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm 10.5 M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. 10.5.1 Using M.S. angels 40x40x6 mm for diagonal Sqm 12 5804.35 69652.2 38 braces Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and 10.16 applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. 39 10.16.1 Hot finished welded type tubes Kg 1500 194.4 291600 10.18 Providing and fixing circular/ Hexagonal cast iron Each 4 220.65 882.6 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 40 proper bonding, top lid 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, fixing in position 10.25 and applying a priming coat of approved steel primer using structural steel etc. as required. 10.25.2 In gratings, frames, guard bar, ladder, railings, Kg 950 172.6 163970 41 brackets, gates and similar works JAIPUR DIVISION-ENGINEERING/NORTH WESTERN RLY Providing & fixing fly proof wire gauze to 10.29 windows, clerestory windows & doors with M.S. Flat 15x3 mm and nuts & bolts complete. 10.29.1 Galvanised M.S. Wire gauze with 0.63 mm dia Sqm 110 844.7 92917 42 wire and 1.4 mm aperture on both sides Providing and fixing glass panes with putty and 10.30 glazing clips in steel doors, windows, clerestory windows, all complete with : 43 10.30.1 4.0 mm thick glass panes Sqm 95 1064.65 101141.75 11.0 FLOORING 11.1S General Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished 11.3 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 85 614.2 52207 44 aggregate 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 to match the shade of 11.26 the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 45 11.26.1 25 mm thick Sqm 40 1948.25 77930 11.37S CERAMIC GLAZED TILES 11.37 Providing and laying Ceramic glazed floor tiles of Sqm 125 1096.55 137068.75 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 Red Brown, laid on 20 46 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. 11.41S 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 11.41 make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ s q m including grouting the joints with white cement and matching pigments etc., complete. 47 11.41.2 Size of Tile 600x600 mm Sqm 300 1553.45 466035 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 mortar 1:4 (1 cement : 4 11.56 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 4481.3 224065 48 Cherry/Ruby Red or equivalent 12.0 ROOFING 12.1S SHEET ROOFING JAIPUR DIVISION-ENGINEERING/NORTH WESTERN RLY 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 : 49 12.21.1 In 75x75 mm deep chase Metre 48 305.15 14647.2 12.22 Making khurras 45x45 cm with average minimum Each 6 298.25 1789.5 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. 50 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 sand stone slab for roofing and laying them in cement mortar 1 : 4 (1 cement : 4 coarse sand) over wooden karries or R.C.C. battens or 12.23 structural steel sections (Karries or battens or structural steel sections to be paid separately), including pointing the ceiling joints with cement mortar 1:3 (1 cement : 3 fine sand ) complete : 12.23.1 Red sand stone slab 51 12.23.1.1 40 to 50 mm thick Sqm 35 1138.2 39837 12.37S RAIN WATER SPOUT AND PIPE Providing and fixing M.S. holder bat clamps of approved design to C.I. or S.C.I. rain water pipes embedded in and including cement concrete 12.38 blocks 10x10x10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and cost of cutting holes and making good the walls etc. : 52 12.38.1 100 mm diameter Each 8 362.85 2902.8 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 12.41 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 53 12.41.2 110 mm diameter Metre 25 377.4 9435 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 54 12.42.1.2 110 mm Each 6 136.15 816.9 12.50 Providing and fixing precoated galvanised iron Sqm 350 738.65 258527.5 profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05 mm) 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 55 microns minimum to avoid 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. JAIPUR DIVISION-ENGINEERING/NORTH WESTERN RLY Providing and fixing Gl Clip in Metal Ceiling System of 600x600 mm module which includes providing and fixing 'C' wall angle of size 20x30x20 mm made of 0.5 mm thick pre painted steel along the perimeter of the room with help of nylon sleeves and wooden screws at 300 mm center to centre, suspending the main C carrier of size 10x38x10 mm made of G.I steel 0.7 mm thick from the soffit with help of soffit cleat 37x27x25x1.6 mm, rawl plugs of size 38x12 mm and C carrier suspension clip and main carrier 12.54 bracket at 1000 mm c/c. Inverted triangle shaped Spring Tee having height of 24 mm and width of 34 mm made of Gl steel 0.45 mm thick is then fixed to the main C carrier and in direction perpendicular to it at 600 mm centers with help of suspension brackets. Wherever the main C carrier and spring T have to join, C carrier and spring T connectors have to be used. All sections to be galvanized @ 120 gms/sqm (both side inclusive), fixing with clip in tiles into spring T with : 12.54.1 GI Metal Ceiling Clip in plain Bevelled edge global Sqm 200 2221.7 444340 white color tiles of size 600x600 and 0.5 mm thick with 25 mm height, made of G I sheet 56 having galvanizing of 100 gms/ sqm (both sides inclusive) and electro statically polyester powder coated of thickness 60 microns (minimum), including factory painted after bending. 13.0 FINISHING 13.1S CEMENT PLASTER (IN FINE SAND) 13.1 12 mm cement plaster of mix : 57 13.1.1 1:4 (1 cement: 4 fine sand) Sqm 52 347.05 18046.6 15 mm cement plaster on the rough side of single 13.2 or half brick wall of mix : 58 13.2.2 1:6 (1 cement: 6 fine sand) Sqm 38 383 14554 13.3 20 mm cement plaster of mix : 59 13.3.2 1:6 (1 cement: 6 fine sand) Sqm 435 450 195750 13.4S CEMENT PLASTER (IN COARSE SAND) 13.4 12 mm cement plaster of mix : 60 13.4.2 1:6 (1 cement: 6 coarse sand) Sqm 125 343.65 42956.25 13.6 20 mm cement plaster of mix : 61 13.6.2 1:6 (1 cement: 6 coarse sand) Sqm 110 466.05 51265.5 CEMENT PLASTER WITH A FLOATING COAT OF 13.7S NEAT CEMENT 15 mm cement plaster on rough side of single or 13.8 half brick wall finished with a floating coat of neat cement of mix : 62 13.8.2 1:4 (1 cement: 4 fine sand) Sqm 80 477.9 38232 13.20S PEBBLE DASH PLASTER 13.26 Providing and applying plaster of paris putty of 2 Sqm 300 262.7 78810 63 mm thickness over plastered surface to prepare the surface even and smooth complete. 13.33S POINTING ON STONE WORK Pointing on stone work with cement mortar 1:3 (1 13.33 cement : 3 fine sand) : 64 13.33.2 Raised and cut pointing Sqm 150 701.05 105157.5 13.44S EXTERIOR FINISHING Finishing with Deluxe Multi surface paint system 13.48 for interiors and exteriors using Primer as per manufacturers specifications : 13.48.1 Two or more coats applied on walls @ 1.25 ltr/10 Sqm 550 193.7 106535 65 sqm over and including one coat of Special primer applied @ 0.75 ltr /10 sqm JAIPUR DIVISION-ENGINEERING/NORTH WESTERN RLY Painting with synthetic enamel paint of approved 13.61 brand and manufacture to give an even shade : 66 13.61.1 Two or more coats on new work Sqm 550 155.9 85745 14.0 REPAIRS TO BUILDING 14.1S General Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq.meters and under, including cutting the patch in proper shape, 14.1 raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge. 67 14.1.1 With cement mortar 1:4 (1 cement : 4 fine sand) Sqm 80 547.4 43792 Replacing sand stone slabs in roofing, laid in cement mortar 1:4 (1 cement : 4 coarse sand), including necessary repairs and cement pointing 14.14 with same mortar complete, including disposal of rubbish to dumping ground, all complete as per direction of Engineer-in-Charge. 68 14.14.1 Red/ white sand stone slabs 30 to 50 mm thick Sqm 19 1365.85 25951.15 14.75AS ROUTINE MAINTENANCE WORK 14.76 Cleaning and desilting of gully trap chamber, Each 6 108.3 649.8 including removal of rubbish mixed with earth 69 etc. and disposal of same, all as per the direction of Engineer-in-charge. Providing & fixing White vitreous china water closet squatting pan (Indian type) along with S or P trap including dismantling of old WC seat and S or P trap at site complete with all operations 14.80 including all necessary materials, labour and disposal of dismantled material including malba, all complete as per the direction of Engineer-in charge. 70 14.80.2 Orissa pattern W.C Pan of size 580x440 mm Each 2 4478.75 8957.5 15.0 DISMANTLING AND DEMOLISHING 15.1S General Demolishing cement concrete manually/ by mechanical means including disposal of material 15.2 within 50 metres lead as per direction of Engineer - in - charge. 15.2.1 Nominal concrete 1:3:6 or richer mix (including cum 30 2434.25 73027.5 71 equivalent design mix) 15.3 Demolishing R.C.C. work manually/ by cum 8 3551.25 28410 mechanical means including stacking of steel 72 bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. Dismantling tile work in floors and roofs laid in 15.23 cement mortar including stacking material within 50 metres lead. 73 15.23.1 For thickness of tiles 10 mm to 25 mm Sqm 29 73.4 2128.6 15.56 Dismantling old plaster or skirting raking out Sqm 175 54.65 9563.75 joints and cleaning the surface for plaster 74 including disposal of rubbish to the dumping ground within 50 metres lead. 15.60 Disposal of building rubbish / malba / similar cum 75 263.95 19796.25 unserviceable, dismantled or waste materials by mechanical means, including loading, 75 transporting, unloading to approved municipal dumping ground or as approved by Engineer-in- charge, beyond 50 m initial lead, for all leads including all lifts involved. 17.0 SANITARY INSTALLATIONS 17.1S General JAIPUR DIVISION-ENGINEERING/NORTH WESTERN RLY Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass 17.7 waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: 17.7.3 White Vitreous China Wash basin size 550x400 Each 5 2301.75 11508.75 76 mm with a pair of 15 mm C.P. brass pillar taps 17.7B Providing and fixing wash basin with C.I. brackets, Each 5 1550.6 7753 15 mm PTMT pillar cock, 32 mm PTMT waste coupling of standard pattern, including painting of 77 fittings and brackets, cutting and making good the walls wherever required. White Vitreous China Flat back wash basin size 550x400 mm with single 15 mm PTMT pillar cock. 17.8 Providing and fixing white vitreous china pedestal Each 5 1683.35 8416.75 78 for wash basin completely recessed 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. 17.10 brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required : 17.10.2 Kitchen sink without drain board 79 17.10.2.1 610x510 mm bowl depth 200 mm Each 3 4940.8 14822.4 Providing and fixing mirror of superior glass (of approved quality) and of required shape and size 17.32 with plastic moulded frame of approved make and shade with 6 mm thick hard board backing : 80 17.32.2 Rectangular shape 453x357 mm Each 6 1361.8 8170.8 Providing and fixing PTMT Waste Coupling for 17.69 wash basin and sink, of approved quality and colour. 17.69.2 Waste coupling 38 mm dia of 83 mm length and Each 5 122.4 612 81 77mm breadth, weighing not less than 60 gms Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP 17.73 brass screws with concealed fittings arrangement of approved quality and colour. 17.73.1 450 mm long towel rail with total length of 495 Each 5 673.4 3367 82 mm, 78 mm wide and effective height of 88 mm, weighing not less than 170 gms 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 18.7 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 ) 83 18.7.1 15 mm nominal dia Pipes Metre 42 286.8 12045.6 84 18.7.2 20 mm nominal dia Pipes Metre 35 335 11725 85 18.7.3 25 mm nominal dia Pipes Metre 35 401.55 14054.25 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings and fixing the pipe with clamps at 1.00 m spacing. This includes jointing 18.8 of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. JAIPUR DIVISION-ENGINEERING/NORTH WESTERN RLY 86 18.8.2 20 mm nominal dia Pipes Metre 15 537.6 8064 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 jointing of 18.9 pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work 87 18.9.1 15 mm nominal dia Pipes Metre 150 244.7 36705 Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making 18.10 good the walls etc. ( Internal work - Exposed on wall ) 88 18.10.1 15 mm dia nominal bore Metre 35 366.4 12824 89 18.10.2 20 mm dia nominal bore Metre 45 437.3 19678.5 Providing and fixing G.I. pipes complete with G.I. 18.12 fittings including trenching and refilling etc. External work 90 18.12.1 15 mm dia nominal bore Metre 35 322.15 11275.25 91 18.12.2 20 mm dia nominal bore Metre 85 368.6 31331 92 18.12.4 32 mm dia nominal bore Metre 55 540.3 29716.5 93 18.12.6 50 mm dia nominal bore Metre 110 762.15 83836.5 18.15S BRASS FITTINGS Providing and fixing C.P. brass shower rose with 18.22 15 or 20 mm inlet 94 18.22.1 100 mm diameter Each 12 193.95 2327.4 18.31S C.I. SLUICE VALVES/ FIRE HYDRANTS & FIXTURES 18.48 Providing and placing on terrace (at all floor Per 3500 11 38500 levels) polyethylene water storage tank, IS : Litre 12701 marked, with cover and suitable locking 95 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 stop cock 18.52 (concealed) of standard design and of approved make conforming to IS:8931. 96 18.52.1 15 mm nominal bore Each 25 670.45 16761.25 Providing and fixing C.P. brass angle valve for 18.53 basin mixer and geyser points of approved quality conforming to IS:8931 97 18.53.1 15mm nominal bore Each 40 574.3 22972 18.54S PTMT FITTINGS Providing and fixing PTMT bib cock of approved 18.54 quality and colour. 18.54.2 15 mm nominal bore, 122 mm long, weighing not Each 25 161.2 4030 98 less than 99 gms Providing and fixing PTMT stop cock of approved 18.55 quality and colour. 18.55.1 15 mm nominal bore, 86 mm long, weighing not Each 25 118.5 2962.5 99 less than 88 gms Providing and fixing PTMT pillar cock of approved 18.56 quality and colour. 18.56.2 15 mm nominal bore, 125 mm long foam flow, Each 25 224.1 5602.5 100 weighing not less than 120 gms Providing and fixing PTMT grating of approved 18.58 quality and colour. 18.58.1 Circular type 101 18.58.1.1 100 mm nominal dia Each 25 37.6 940 18.59S AIR VALVE & WATER METER (BULK TYPE) JAIPUR DIVISION-ENGINEERING/NORTH WESTERN RLY Providing and fixing PTMT Ball cock of approved quality, colour and make complete with Epoxy 18.62 coated aluminium rod with L.P./ H.P.H.D. plastic ball. 18.62.1 15 mm nominal bore, 105 mm long, weighing not Each 12 182.1 2185.2 102 less than 138 gms 18.63 Providing and fixing PTMT angle stop cock 15 mm Each 48 156.9 7531.2 103 nominal bore, weighing not less than 85 gms Providing and fixing unplasticised P.V.C. 18.74 connection pipe with PTMT Nuts, collar and bush of approved quality and colour. 104 18.74.2 15 mm nominal bore with 45 cm length Each 15 121.9 1828.5 19.0 DRAINAGE 19.1S STONE WARE PIPES AND FITTINGS Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement 19.1 mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : 105 19.1.1 100 mm diameter Metre 40 443.6 17744 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand :10 graded stone 19.2 aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design : 106 19.2.1 100 mm diameter S.W. pipe Metre 40 964.75 38590 Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff 19.6 mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 107 19.6.2 150 mm dia. R.C.C. pipe Metre 45 556.45 25040.25 Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement: 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:1.5:3 mix (1 cement : 19.30 1.5 fine sand : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design: Inside dimensions 600x 850 mm and 45 cm deep 19.30.3 for pipe line with three or more inlets : 19.30.3.1 With common burnt clay F.P.S. (non modular) Each 12 9594.35 115132.2 108 bricks of class designation 7.5 19.33 Constructing soak pit 1.20x1.20x1.20 m filled Each 12 2890.1 34681.2 with brick bats including S.W. drain pipe 100 mm 109 diameter and 1.20 m long complete as per standard design. 21.0 ALUMINIUM WORK 21.1S General JAIPUR DIVISION-ENGINEERING/NORTH WESTERN 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 rubber/ 21.1 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 21.1.1.2 Powder coated aluminium (minimum thickness of Kg 450 530.9 238905 110 powder coating 50 micron) For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever 21.1.2 required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately) 21.1.2.2 Powder coated aluminium (minimum thickness of Kg 385 634.45 244263.25 111 powder coating 50 micron) Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. 21.3 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 (weight Sqm 15 1505.25 22578.75 112 not less than 12.50 kg/sqm) 22.0 WATER PROOFING 22.1S General 22.6 Providing and laying water proofing treatment on Sqm 110 688.9 75779 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 @ 0.488kg/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 than10 cm. (c) third layer of 1.5 mm thickness consisting 113 of slurry of cement @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. 22.14 Grading roof for water proofing treatment with 22.14.1 Cement concrete 1:2:4 (1 cement : 2 coarse sand cum 35 8042.3 281480.5 114 : 4 graded stone aggregate 20 mm nominal size) 24.0 CONSERVATION OF HERITAGE BUILDINGS 24.1S General JAIPUR DIVISION-ENGINEERING/NORTH WESTERN RLY 24.1 Raking out joints of stone masonry surface to the Sqm 125 72.45 9056.25 required width and depth, with due care and precaution, by mechanical / manual means, 115 including preparing and cleaning the surface for re-pointing/ refilling of joints, including disposal of rubbish to the dumping ground within 50 metre lead. Total 8260755.20

Renovation of Drivers' Restroom at Bus Garage, BKTPP Township. ( As per enclosed Schedule of work as provided in Annexure-I of NIT)

OD54350/2026-2027:Designing, fabricating, testing, installing and fixing in position Curtain Wall with Aluminium Composite Panel Cladding, with open grooves for linear as well as curvilinear portions of the building , for all heights and all levels etc. including: a) Structural analysis & design and preparation of shop drawings for pressure equalisation or rain screen principle as required, proper drainage of water to make it watertight including checking of all the structural and functional design. b) Providing, fabricating and supplying and fixing panels of aluminium composite panel cladding in pan shape in metalic colour of approved shades made out of 4mm thick aluminium composite panel material consisting of 3mm thick FR grade mineral core sandwiched between two Alumini um sheets (each0.5mm thick). The aluminium composite panel cladding sheet shall be coil coated, with Kynar 500based PVDF / Lumiflon based fluoropolymer resin coating of approved colour and shade on face # 1 and polymer (Service) coating on face # 2 as specified using stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backer rods etc. c) The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanised with serrations and serrated washers to arrest the wind load movement, fasteners, SS 316 Pins and anchor bolts of approved make in SS 316, Nylon separators to prevent bi-metallic contacts all complete required to perform as per specification and drawing The item includes cost of all material & labour component, the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working curtain wall with aluminium composite panel cladding, cleaning and protection of the curtain wall with aluminium composite panel cladding till the handing over of the building for occupation. Base frame work for ACP cladding is payable under the relevant aluminium item.s The Contractor shall provide curtain wall with aluminium composite panel cladding, having all the performance characteristics all complete , as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer-in-Charge. However, for the purpose of payment, only the actual area on the external face of the curtain wall with Aluminum Composite Panel Cladding (including width of groove) shall be measured in sqm. up to two decimal places..( MODIFIED OD of DAR 25.7 using 3mmthick ACP )