Construction of Rest House for Track Machine staff and allied works at BVR, DRU & TTR

A-List of items that are covered under DSR

B-List of items that are not covered under DSR

A1-List of items that are covered under DSR

Item Breakup - A-List of items that are covered under DSR

77 mm breadth with 25 mm minimum water seal, weighing not less than 260 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 6 673.4 4040.4 63 mm, 78 mm wide and effective height of 88 mm, weighing not less than 170 gms 17.80 Providing and fixing white vitreous china battery Each 6 7979.2 47875.2 based infrared sensor operated urinal of approx. size 610 x 390 x 370 mm having pre & post flushing with water (250 ml & 500 ml 64 consumption), having water inlet from back side, including fixing to wall with suitable brackets all as per manufacturers specification and direction of Engineer-in-charge. 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 ) 65 18.7.2 20 mm nominal dia Pipes Metre 90 335 30150 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 18.8 includes jointing 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. 66 18.8.2 20 mm nominal dia Pipes Metre 60 537.6 32256 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 67 18.9.3 25 mm nominal dia Pipes Metre 60 355.4 21324 68 18.9.4 32 mm nominal dia Pipes Metre 60 438.6 26316 18.15S BRASS FITTINGS Providing and fixing gun metal gate valve with 18.17 C.I. wheel of approved quality (screwed end) : 69 18.17.1 25 mm nominal bore Each 6 622.4 3734.4 70 18.17.2 32 mm nominal bore. Each 3 689.6 2068.8 Providing and fixing ball valve (brass) of 18.18 approved quality, High or low pressure, with plastic floats complete : 71 18.18.3 25 mm nominal bore Each 3 464.05 1392.15 18.31S C.I. SLUICE VALVES/ FIRE HYDRANTS & FIXTURES Providing and fixing G.I. Union in G.I. pipe 18.46 including cutting and threading the pipe and making long screws etc. complete (New work) : 72 18.46.3 25 mm nominal bore Each 6 439.25 2635.5 73 18.46.4 32 mm nominal bore Each 6 489.05 2934.3 18.48 Providing and placing on terrace (at all floor Per 15000 11 165000 levels) polyethylene water storage tank, IS : Litre 12701 marked, with cover and suitable locking 74 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 : 75 18.49.1 15 mm nominal bore Each 9 506.8 4561.2 18.59S AIR VALVE & WATER METER (BULK TYPE) 18.65 Providing and fixing PTMT soap Dish Holder Each 6 111.45 668.7 having length of 138mm, breadth 102mm, 76 height of 75mm with concealed fitting arrangements, weighing not less than 106 gms. 19.0 DRAINAGE 19.1S STONE WARE PIPES AND FITTINGS MYSORE DIVISION-ENGINEERING/SOUTH WESTERN 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. cover with 19.4 frame of 300 x 300 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 modular) Each 9 2707.65 24368.85 77 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 6 6937.9 41627.4 78 bricks of class designation 7.5 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 21.1 required 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 Kg 60 495.05 29703 79 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 wherever 21.1.2 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 90 598.6 53874 80 dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) 22.0 WATER PROOFING 22.1S General MYSORE DIVISION-ENGINEERING/SOUTH WESTERN RLY 22.6 Providing and laying water proofing treatment on Sqm 270 688.9 186003 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 81 consisting 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. 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 82 26.69.1 Cement mortar 1:6 (1 cement : 6 coarse sand) cum 90 9844.65 886018.5 Providing and laying half block masonry with factory made Precast concrete solid blocks of 100 mm thickness of grade M10 made of C&D 26.71 waste from approved manufacturer in superstructure above plinth level up to floor V level: 83 26.71.1 Cement mortar 1:4 (1 cement : 4 coarse sand) Sqm 45 1099.15 49461.75 Total 6961176.80 Item- 2 SW-II: Provision of PF shelter 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 27 260.3 7028.1 2.25 Filling available excavated earth (excluding rock) cum 42 196 8232 in trenches, plinth, sides of foundations etc. in 2 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: MYSORE DIVISION-ENGINEERING/SOUTH WESTERN RLY 4.2.3 1:2:4 (1 Cement : 2 coarse sand (zone-III) cum 30 9895.2 296856 derived from natural sources : 4 graded stone 3 aggregate 20 mm nominal size derived from natural sources) Centering and shuttering including strutting, 4.3 propping etc. and removal of form work for : 4 4.3.1 Foundations, footings, bases for columns Sqm 27 392.15 10588.05 10.0 STEEL WORK 10.1S General 10.2 Structural steel work riveted, bolted or welded in Kg 1200 133.7 160440 built up sections, trusses and framed work, 5 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. 6 10.16.2 Hot finished seamless type tubes Kg 5100 206.35 1052385 10.19 Providing and fixing mild steel round holding Kg 225 97.2 21870 7 down bolts with nuts and washer plates complete. 12.0 ROOFING 12.37S RAIN WATER SPOUT AND PIPE 12.50 Providing and fixing precoated galvanised iron Sqm 285 738.65 210515.25 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 8 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. 13.0 FINISHING 13.44S EXTERIOR FINISHING Painting with aluminium paint of approved brand 13.63 and manufacture to give an even shade . 9 13.63.1 Two or more coats on new work Sqm 132 146.8 19377.6 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 10 26.69.1 Cement mortar 1:6 (1 cement : 6 coarse sand) cum 15 9844.65 147669.75 Total 1934961.75 Item- 3 SW-III:-Path way 1.5 wide( 2 Nos x 300 length x 1.50 wide ) S No. Item No Description of Item Unit Qty Rate Amount 2.0 EARTH WORK 2.1S General MYSORE DIVISION-ENGINEERING/SOUTH WESTERN RLY 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 540 260.3 140562 4.0 CONCRETE WORK 4.1S CEMENT CONCRETE (CAST IN SITU) Providing and laying in position cement concrete 4.1 of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 4.1.6 1:3:6 (1 Cement : 3 coarse sand (zone-III) cum 270 7178.75 1938262.5 derived from natural sources : 6 graded stone 2 aggregate 40 mm nominal size derived from natural sources) 4.14S MISCELLANEOUS Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to 4.20 accelerate / retard setting of concrete, to i m p r o v e durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete. 4.20.1 All works upto plinth level : 4.20.1.4 Concrete of M25 grade with minimum cement cum 405 9439.05 3822815.25 3 content of 300 kg /cum 16.0 ROAD WORK 16.1S ROADS 16.3 Supplying and stacking at site. 4 16.3.1 90 mm to 45 mm size stone aggregate cum 540 2098.4 1133136 16.4 Laying, spreading and compacting stone cum 540 1046.95 565353 aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 5 tonne capacity in stages to proper 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 . Total 7600128.75 Item- 4 SW-IV:- Approach road for loading area( 150 m x 3.5 wide ) S No. Item No Description of Item Unit Qty Rate Amount 1.0 CARRIAGE OF MATERIALS By Mechanical Transport including loading, 1.1 unloading and stacking 1.1.18 Disposal of moorum/building rubbish/ malba/ cum 360 494.1 177876 similar unserviceable, dismantled or waste material by mechanical transport including 1 loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge. 2.0 EARTH WORK 2.1S General MYSORE DIVISION-ENGINEERING/SOUTH WESTERN RLY Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as 2.6 well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. 2 2.6.1 All kinds of soil cum 1380 177.5 244950 5.0 REINFORCEMENT CEMENT CONCRETE 5.22S STEEL REINFORCEMENT Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in 5.22A position and binding all complete above plinth level. 5.22A.6 Thermo-Mechanically Treated bars of grade Fe- Kg 7320 107.85 789462 3 500D or more. 16.0 ROAD WORK 16.1S ROADS 16.1 Preparation and consolidation of sub grade with Sqm 1575 218.9 344767.5 power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating 4 with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres. 16.42S CONCRETE PAVEMENTS 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). 16.43.2 Cement concrete manufactured in automatic cum 375 11098.45 4161918.75 5 batching plant (RMC plant) including transportation to site in transit mixer 16.45 Providing and fixing pre-moulded joint filler in per cm 300 5.3 1590 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 6 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.) 16.49S MISCELLANEOUS MYSORE DIVISION-ENGINEERING/SOUTH WESTERN RLY 16.69 Providing and laying at or near ground level cum 135 10117.6 1365876 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 7 except at sharp 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 to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). 16.79 Providing, laying, spreading and compacting cum 315 2914.3 918004.5 graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in 8 uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. 16.80 Construction of dry lean cement concrete sub cum 240 4148.65 995676 base over a prepared sub-grade 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 not to be less 9 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. Total 9000120.75 Item- 5 SW- V:- Drilling of Borewell and storage tank 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 G.I. pipes complete with G.I. 18.12 fittings including trenching and refilling etc. External work 1 18.12.6 50 mm dia nominal bore Metre 300 762.15 228645 18.15S BRASS FITTINGS Providing and fixing ball valve (brass) of 18.18 approved quality, High or low pressure, with plastic floats complete : 2 18.18.3 25 mm nominal bore Each 6 464.05 2784.3 18.31S C.I. SLUICE VALVES/ FIRE HYDRANTS & FIXTURES 18.48 Providing and placing on terrace (at all floor Per 1500 11 16500 levels) polyethylene water storage tank, IS : Litre 12701 marked, with cover and suitable locking 3 arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 23.0 RAIN WATER HARVESTING & TUBEWELLS 23.1S General MYSORE DIVISION-ENGINEERING/SOUTH WESTERN RLY Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, 23.3 conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. 4 23.3.2 150 mm nominal size dia Metre 90 793.25 71392.5 23.6 Supplying, filling, spreading & leveling gravels of cum 30 1538.25 46147.5 size range 5 mm to 10 mm, in the recharge pit, 5 over the existing layer of boulders, in required thickness, 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 top of bore 23.13 well housing/ casing pipe, removable as per requirement, all complete for borewell of: 6 23.13.2 150 mm dia Each 3 246.45 739.35 Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per 23.14 IS: 2800 (part I), including necessary bolts & nuts of required size complete. 7 23.14.2 150 mm clamp Each 3 2019.05 6057.15 Providing and fixing Bail plug/ Bottom plug of 23.15 required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). 8 23.15.2 150 mm dia Each 3 322 966 Total 373231.80

Item Breakup - A1-List of items that are covered under DSR