Provision of General waiting room and PF widening with shelter at TKE, Additional PF shelter at ANF and PF shelter at SME SW-I: Provision of general waiting room and other passenger amenity works at TKE station SW-I b Provision of PF Shelter at PF-1 (SMET END) AT TKE SW-I c: Widening of platfrom at PF-1 ( SMET end) SW-II: ANF : Additional PF shelter of 180 Sqm with 3 spans, 5 granite Benches SW-III:SME: Provision of Low Cost Platform shelter at SME station ( 240 sqm in 4 bays)

Item Breakup - A-SW-I:-Provision of General waiting room and PF widening with shelter at TKE

prepare the surface even and smooth complete. 13.33S POINTING ON STONE WORK Pointing on stone work with cement mortar 1:3 13.33 (1 cement : 3 fine sand) : MYSORE DIVISION-ENGINEERING/SOUTH WESTERN RLY 43 13.33.1 Flush/ Ruled pointing Sqm 30 385.4 11562 13.37S INTERIOR FINISHING Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 13.41 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour : 13.41.1 New work (two or more coats) over and Sqm 100 185.65 18565 including water thinnable priming coat with 44 cement primer having VOC content less than 50 gram/litre 13.44S EXTERIOR FINISHING Finishing walls with Premium Acrylic Smooth 13.47 exterior paint with Silicone additives of required shade: 13.47.1 New work (Two or more coats applied @ 1.43 Sqm 140 171.1 23954 45 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) Finishing with Deluxe Multi surface paint system 13.48 for interiors and exteriors using Primer as per manufacturers specifications : 13.48.3 Painting Steel work with Deluxe Multi Surface Sqm 20 170.7 3414 Paint to give an even shade. Two or more coat 46 applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture Polishing on wood work with ready mixed wax 13.69 polish of approved brand and manufacture : 47 13.69.1 New work Sqm 15 197.65 2964.75 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 2 2434.25 4868.5 48 equivalent design mix) 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 cistern, including flush pipe, with 17.1 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 Each 4 6767.4 27069.6 49 size 580x440 mm with integral type foot rests 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 bend, 17.3 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 seat Each 2 8006.6 16013.2 50 and lid MYSORE DIVISION-ENGINEERING/SOUTH WESTERN RLY Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing 17.4 cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : 17.4.1 One urinal basin with 5 litre white P.V.C. Each 3 6258.75 18776.25 51 automatic flushing cistern Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm 17.7 C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: 17.7.2 White Vitreous China Wash basin size 630x450 Each 4 2226.35 8905.4 52 mm with a single 15 mm C.P. brass pillar tap 17.16A Providing and fixing 8 mm dia C.P. / S.S. Jet with Each 4 349.15 1396.6 flexible tube upto 1 metre long with S.S. 53 triangular plate to European type W.C. of quality and make as approved by Engineer - in - charge. Providing and fixing controlled flush, low level 17.19 cistern made of vitreous china with all fittings complete. 54 17.19.1 10 litre (full flush) capacity-white Each 4 2243.75 8975 17.31 Providing and fixing 600x450 mm bevelled edge Each 4 1607.95 6431.8 mirror of superior glass (of approved quality) 55 complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. 17.35 Providing and fixing soil, waste and vent pipes : 17.35.1 100 mm dia 56 17.35.1.1 Sand cast iron S&S pipe as per IS: 1729 Metre 30 1151.9 34557 17.35.2 75 mm diameter : 57 17.35.2.1 Sand cast iron S&S pipe as per IS: 1729 Metre 30 1044.75 31342.5 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 58 17.38.1.1 Sand cast iron S&S as per IS - 1729 Each 4 598.5 2394 Providing and fixing trap of self cleansing design with screwed down or hinged grating with or 17.60 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 59 17.60.1.2 Sand Cast Iron S&S as per IS: 1729 Each 4 1683.55 6734.2 Providing and fixing PTMT Bottle Trap for Wash 17.70 basin and sink. 17.70.1 Bottle trap 31mm single piece moulded with Each 2 367.1 734.2 height of 270 mm, effective length of tail pipe

77 mm breadth with 25 mm minimum water seal, weighing not less than 260 gms 17.72 Providing and fixing PTMT towel ring trapezoidal Each 4 231.95 927.8 shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face 61 with concealed fittings arrangement of approved quality and colour, weighing not less than 88 gms. 18.0 WATER SUPPLY 18.7S C.P.V.C. PIPES MYSORE DIVISION-ENGINEERING/SOUTH WESTERN RLY 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 ) 62 18.7.2 20 mm nominal dia Pipes Metre 75 335 25125 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 63 18.9.2 20 mm nominal dia Pipes Metre 50 274.3 13715 18.15S BRASS FITTINGS Providing and fixing brass bib cock of approved 18.15 quality : 64 18.15.1 15 mm nominal bore Each 6 353.25 2119.5 Providing and fixing brass stop cock of approved 18.16 quality : 65 18.16.1 15 mm nominal bore Each 6 353.25 2119.5 Providing and fixing ball valve (brass) of 18.18 approved quality, High or low pressure, with plastic floats complete : 66 18.18.3 25 mm nominal bore Each 6 464.05 2784.3 C.I. SLUICE VALVES/ FIRE HYDRANTS & 18.31S FIXTURES 18.48 Providing and placing on terrace (at all floor Per 2000 11 22000 levels) polyethylene water storage tank, IS : Litre 12701 marked, with cover and suitable locking 67 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 : 68 18.49.1 15 mm nominal bore Each 10 506.8 5068 18.59S AIR VALVE & WATER METER (BULK TYPE) 18.65 Providing and fixing PTMT soap Dish Holder Each 2 111.45 222.9 having length of 138mm, breadth 102mm, 69 height of 75mm with concealed fitting arrangements, weighing not less than 106 gms. 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 : 70 19.1.2 150 mm diameter Metre 30 695.8 20874 MYSORE DIVISION-ENGINEERING/SOUTH WESTERN RLY Constructing brick masonry circular type manhole 0.91 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand), inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (1 19.9 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size), and making necessary channel 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, all complete as per standard design : 0.91 m deep with S.F.R.C. cover and frame (heavy duty, HD-20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg., fixed in cement concrete 1:2:4 (1 19.9.1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately) : 19.9.1.1 With common burnt clay F.P.S. (non modular) Each 1 12725 12725 71 bricks of class designation 7.5 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 455x610 mm and 45 cm deep 19.30.1 for single pipe line : 19.30.1.1 With common burnt clay F.P.S. (non modular) Each 4 6937.9 27751.6 72 bricks of class designation 7.5 22.0 WATER PROOFING 22.1S General MYSORE DIVISION-ENGINEERING/SOUTH WESTERN RLY 22.6 Providing and laying water proofing treatment Sqm 70 688.9 48223 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 @ 0.488kg/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 of slurry of cement 73 @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. 26.0 NEW TECHNOLOGIES AND MATERIALS 26.41S NEW TECHNOLOGY ITEMS Providing and laying factory made Precast concrete solid blocks of 200 mm thickness of 26.69 grade M10 made of C&D waste from approved manufacturer in superstructure above plinth level up to floor V level 74 26.69.1 Cement mortar 1:6 (1 cement : 6 coarse sand) cum 30 9844.65 295339.5 Total 2074281.49 Item- 2 SW-I: b)Provision of PF Shelter at PF-1 (SMET END) AT TKE S No. Item No Description of Item Unit Qty Rate Amount 2.0 EARTH WORK 2.1S General Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including 2.8 dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 1 2.8.1 All kinds of soil. cum 28 260.3 7288.4 2.25 Filling available excavated earth (excluding cum 44 196 8624 rock) in trenches, plinth, sides of foundations 2 etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. 4.0 CONCRETE WORK 4.1S CEMENT CONCRETE (CAST IN SITU) Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, 4.2 buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing: 4.2.3 1:2:4 (1 Cement : 2 coarse sand (zone-III) cum 32 9895.2 316646.4 derived from natural sources : 4 graded stone 3 aggregate 20 mm nominal size derived from natural sources) 5.0 REINFORCEMENT CEMENT CONCRETE 5.9S FORM WORK MYSORE DIVISION-ENGINEERING/SOUTH WESTERN RLY Centering and shuttering including strutting, 5.9 propping etc. and removal of form for 5.9.1 Foundations, footings, bases of columns, etc. for Sqm 28 392.15 10980.2 4 mass concrete 8.0 CLADDING WORK 8.1S General Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base 8.2 cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels 8.2.2 Granite stone slab colour black, Cherry/Ruby red 5 8.2.2.2 Area of slab over 0.50 sqm Sqm 88 5136.3 451994.4 10.0 STEEL WORK 10.1S General 10.2 Structural steel work riveted, bolted or welded Kg 1244 133.7 166322.8 in built up sections, trusses and framed work, 6 including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. 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. 7 10.16.2 Hot finished seamless type tubes Kg 5320 206.35 1097782 10.19 Providing and fixing mild steel round holding Kg 240 97.2 23328 8 down bolts with nuts and washer plates complete. 11.0 FLOORING 11.41S VITRIFIED FLOOR TILES 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 11.56 (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 56 4481.3 250952.8 9 Cherry/Ruby Red or equivalent 12.0 ROOFING 12.1S SHEET ROOFING MYSORE DIVISION-ENGINEERING/SOUTH WESTERN RLY Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel 12.1 primer and two coats of approved paint on overlapping of sheets complete (up to 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. 12.1.3 0.63 mm thick with zinc coating not less than Sqm 300 1087.65 326295 10 275 gm/ m2 13.0 FINISHING 13.44S EXTERIOR FINISHING Painting with aluminium paint of approved 13.63 brand and manufacture to give an even shade . 11 13.63.1 Two or more coats on new work Sqm 140 146.8 20552 26.0 NEW TECHNOLOGIES AND MATERIALS 26.41S NEW TECHNOLOGY ITEMS Providing and laying factory made Precast concrete solid blocks of 200 mm thickness of 26.69 grade M10 made of C&D waste from approved manufacturer in superstructure above plinth level up to floor V level 12 26.69.1 Cement mortar 1:6 (1 cement : 6 coarse sand) cum 20 9844.65 196893 Total 2877659.00 Item- 3 SW-I: c) Widening of platfrom at PF-1 ( SMET end) S No. Item No Description of Item Unit Qty Rate Amount 2.0 EARTH WORK 2.1S General Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including 2.8 dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 1 2.8.1 All kinds of soil. cum 350 260.3 91105 16.0 ROAD WORK 16.42S CONCRETE PAVEMENTS 16.42 Cement concrete 1:2:4 (1 cement : 2 coarse cum 150 7993.8 1199070 sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required 2 slope and camber in panels as required including consolidation finishing and tamping complete. MYSORE DIVISION-ENGINEERING/SOUTH WESTERN 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 16.43 required slope/ 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). 16.43.1 Cement concrete prepared with batch mixing cum 200 10529.35 2105870 3 machine 16.45 Providing and fixing pre-moulded joint filler in per cm 3380 5.3 17914 expansion joints of RCC roads / CC pavements depth after making the joints dust free with high per cm pressure air jet cleaners, all complete as per width direction of the Engineer-in-Charge. (Pre- per 4 moulded joint fillers shall be made of bitumen metre hot sealing compound impregnated fibre board length having impregnation more than 35%, conforming to IS:1838 for fibre board and IS: 1834 for hot sealing bitumen compound grade A.) Total 3413959.00

Item Breakup - A-SW-II: ANF : Additional PF shelter of 180 Sqm with 3 spans, 5 granite Benches

Item Breakup - A-SW-III:SME: Provision of Low Cost Platform shelter at SME station ( 240 sqm in 4 bays)

A-SW-I:-Provision of General waiting room and PF widening with shelter

A-SW-II: ANF : Additional PF shelter of 180 Sqm with 3 spans, 5 granite

A-SW-III:SME: Provision of Low Cost Platform shelter at SME station (

B-SW-II: ANF : Additional PF shelter of 180 Sqm with 3 spans, 5 granite

A1-SW-I:a) Provision of general waiting room and other passenger