Sr.DEN/Central/MDU - Goods shed improvement proposals at KON, VDP & MNM

B-(List of works which are not covered in USSOR & DSR - 2021)

A1-(List of works which are covered in Delhi schedule of Rates Above/

A1a-(List of steel items which are covered in Delhi schedule of Above/

A1b-(List of works which are covered in Delhi schedule of Rates Above/

Item Breakup - A1-(List of works which are covered in Delhi schedule of Rates 2021)

water proofing compound, laid over a bed of 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand) and finished neat complete. 13.0 FINISHING 13.1S CEMENT PLASTER (IN FINE SAND) 13.1 12 mm cement plaster of mix : 15 13.1.2 1:6 (1 cement: 6 fine sand) Sqm 30 282 8460 CEMENT PLASTER WITH A FLOATING COAT 13.7S OF NEAT CEMENT 12 mm cement plaster finished with a 13.7 floating coat of neat cement of mix : 16 13.7.1 1:3 (1 cement: 3 fine sand) Sqm 8 374.15 2993.2 13.11S CEMENT PLASTER IN TWO COATS 13.11 18 mm cement plaster in two coats under Sqm 40 442.75 17710 layer 12 mm thick cement plaster 1:5 (1 17 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster 1:6 (1 cement : 6 fine sand). Distempering with oil bound washable 13.41 distemper of approved brand and manufacture to give an even shade : 13.41.1 New work (two or more coats) over and Sqm 40 162.55 6502 18 including water thinnable priming coat with cement primer 13.44S EXTERIOR FINISHING 13.50 Applying priming coat: 13.50.3 With ready mixed red oxide zinc chromate Sqm 5 55.5 277.5 19 primer of approved brand and manufacture on steel galvanised iron/ steel works Wall painting with acrylic emulsion paint of 13.60 approved brand and manufacture to give an even shade : 20 13.60.1 Two or more coats on new work Sqm 40 137.85 5514 Total 245512.78 ix) Goodshed building with Labour room, Merchant room & Toilet facilities a) Foundation and Plinth Item- 9 Level S No. Item No Description of Item Unit Qty Rate Amount 2.0 EARTH WORK MADURAI DIVISION-ENGINEERING/SOUTHERN 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 well as 10 sqm on 2.6 plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in- charge. 1 2.6.1 All kinds of soil cum 480 205.45 98616 2.25 Filling available excavated earth cum 310 253.95 78724.5 (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 2 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 4.0 CONCRETE WORK 4.1S CEMENT CONCRETE (CAST IN SITU) Providing and laying in position cement concrete of specified grade excluding the 4.1 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 35 6670.25 233458.75 derived from natural sources: 6 graded 3 stone aggregate 40 mm nominal size derived from natural sources) 4.10S DAMP-PROOF COURSE 4.10 Providing and laying damp-proof course Sqm 50 370.85 18542.5 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived 4 from natural sources: 4 graded stone aggregate 12.5mm nominal size derived from natural sources) 5.0 REINFORCED CEMENT CONCRETE 5.9S FORM WORK Centering and shuttering including 5.9 strutting, propping etc. and removal of form for 5.9.1 Foundations, footings, bases of columns, Sqm 90 307.95 27715.5 5 etc. for mass concrete 5.9.5 Lintels, beams, plinth beams, girders, Sqm 220 608.35 133837 6 bressumers and cantilevers 5.9.6 Columns, Pillars, Piers, Abutments, Posts Sqm 41 804.25 32974.25 7 and Struts 5.33S DESIGN MIX CONCRETE MADURAI DIVISION-ENGINEERING/SOUTHERN RLY Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete w o r k ; u s i n g coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag c e m e n t , admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, 5.33 curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. 5.33.1 All works upto plinth level 5.33.1.2 Concrete of M30 grade with minimum cum 28.6 8825.35 252405.01 8 cement content of 350 kg /cum 6.0 MASONRY WORK Brick work with common burnt clay F.P.S. 6.1 (non modular) bricks of class designation 7.5 in foundation and plinth in: 6.1.2 Cement mortar 1:6 (1 cement : 6 coarse cum 45 6658.25 299621.25 9 sand) Total 1175894.76 ix) Goodshed building with Labour room, Merchant room & Toilet facilities-b) Super structure for Item- 10 Ground floor S No. Item No Description of Item Unit Qty Rate Amount 4.0 CONCRETE WORK 4.1S CEMENT CONCRETE (CAST IN SITU) Providing and laying in position cement concrete of specified grade excluding the 4.1 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 38 6670.25 253469.5 derived from natural sources: 6 graded 1 stone aggregate 40 mm nominal size derived from natural sources) 5.0 REINFORCED CEMENT CONCRETE 5.9S FORM WORK Centering and shuttering including 5.9 strutting, propping etc. and removal of form for 5.9.3 Suspended floors, roofs, landings, Sqm 660 766.55 505923 2 balconies and access platform 5.9.5 Lintels, beams, plinth beams, girders, Sqm 185 608.35 112544.75 3 bressumers and cantilevers 5.9.6 Columns, Pillars, Piers, Abutments, Posts Sqm 210 804.25 168892.5 4 and Struts 5.12S PRE-CAST RCC MADURAI DIVISION-ENGINEERING/SOUTHERN RLY 5.16 Providing, hoisting and fixing above plinth cum 3 18644.6 55933.8 level up to floor five level precast reinforced cement concrete in shelves, including setting in cement mortar 1:3 (1cement : 3 coarse sand), cost of required centering, shuttering and finishing with 5 neat cement punning on exposed surfaces but , excluding the cost of reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). 5.33S DESIGN MIX CONCRETE Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete w o r k ; u s i n g coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag c e m e n t , admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, 5.33 curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works above plinth level upto floor V 5.33.2 level 5.33.2.2 Concrete of M30 grade with minimum cum 114.5 10477.75 1199702.38 6 cement content of 350 kg /cum 6.0 MASONRY WORK Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 6.4 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : 6.4.2 Cement mortar 1:6 (1 cement : 6 coarse cum 170 8288.35 1409019.5 7 sand) 6.12S HALF BRICK MASONRY Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class 6.13 designation 7.5 in superstructure above plinth level up to floor V level. 6.13.2 Cement mortar 1:4 (1 cement :4 coarse Sqm 110 1018.05 111985.5 8 sand) 6.15 Extra for providing and placing in position Sqm 110 86.45 9509.5

course of half brick masonry. 8.0 CLADDING WORK MADURAI DIVISION-ENGINEERING/SOUTHERN RLY 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 8.2 laid over 20 mm thick base 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 of edges to give high gloss finish etc. complete at all levels. Granite stone slab of all colour and texture 8.2.3 except black, Cherry/Ruby red 10 8.2.3.2 Area of slab over 0.50 sqm Sqm 10 3301.45 33014.5 8.6 Mirror polishing on marble work/Granite Sqm 10 417.6 4176 11 work/stone work where ever required to give high gloss finish complete. 8.20S STONE WORK DRY CLADDING 8.31 Providing and fixing Ist quality ceramic Sqm 250 1063.45 265862.5 glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by 12 Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. 9.0 WOOD AND P.V.C. WORK 9.1S FRAMES AND TRUSSES Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in 9.1 position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately). 13 9.1.1 Second class teak wood cum .5 131576.95 65788.48 Providing and fixing 25 mm thick shutters 9.16 for cup board etc. : Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard 9.20 wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. 9.20.1 35 mm thick including ISI marked Stainless Sqm 25 3086.1 77152.5 14 Steel butt hinges with necessary screws 9.23 Extra for providing lipping with 2nd class Sqm 25 401.4 10035 teak wood battens 25 mm minimum depth 15 on all edges of flush door shutters (over all area of door shutter to be measured). 9.40S MISCELLANEOUS-WOOD WORK Providing and fixing fly proof galvanized M.S. wire gauge to windows and clerestory windows using wire gauge with average 9.51 width of aperture 1.4 mm in both directions with wire of dia 0.63 mm all complete. 16 9.51.2 With 12 mm mild steel U beading Sqm 20 812.4 16248 MADURAI DIVISION-ENGINEERING/SOUTHERN RLY 9.53 Providing 40x5 mm flat iron hold fast 400 Each 52 194.35 10106.2 mm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs 17 and embedding in cement concrete block 300x100x150 mm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size). 9.72S BRASS FITTINGS Providing and fixing bright finished brass 9.74 tower bolts (barrel type) with necessary screws etc. complete : 18 9.74.1 250x10 mm Each 26 374.35 9733.1 19 9.74.3 150x10 mm Each 13 232.3 3019.9 9.76 Providing and fixing bright finished brass Each 13 723.8 9409.4 100 mm mortice latch and lock with 6 20 levers and a pair of lever handles of approved quality with necessary screws etc. complete. Providing and fixing bright finished brass 9.81 handles with screws etc. complete: 21 9.81.1 125 mm Each 13 205.1 2666.3 22 9.81.2 100 mm Each 13 189.85 2468.05 9.82 Providing and fixing bright finished brass Each 13 109.6 1424.8 23 hanging type floor door stopper with necessary screws, etc. complete. ANODISED ALUMINIUM FITTINGS (ALL 9.95S FITTINGS SHALL BE ISI MARKED) Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), 9.96 transparent or dyed to required colour or shade, with nuts and screws etc. complete : 24 9.96.2 250x16 mm Each 13 234.9 3053.7 Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) 9.100 transparent or dyed to required colour or shade, with necessary screws etc. complete : 25 9.100.1 125 mm Each 10 60.05 600.5 9.105S GYPSUM BOARD PARTITIONS 9.119 Providing and fixing factory made P.V.C. Metre 52 408.25 21229 door frame of size 50x47 mm with awall thickness of 5 mm, made out of extruded 5mm 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 26 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. MADURAI DIVISION-ENGINEERING/SOUTHERN 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 9.120 out of which 75 mm shall be flat and 20 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, paneling 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. 9.120.2 30 mm thick pre laminated PVC door Sqm 16 2455.1 39281.6 27 shutters Providing and fixing wire gauge shutters using stainless steel grade 304 wire gauge with wire of dia 0.5 mm and average width 9.134 of aperture 1.4 mm in both directions for doors, windows and clerestory windows with necessary screws : MADURAI DIVISION-ENGINEERING/SOUTHERN RLY Providing and fixing factory made uPVC white colour fixed glazed windows/ventilators comprising of uPVC multi-chambered frame and mullion (where ever required) extruded profiles duly reinforced with 1.60 +/- 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), , uPVC extruded glazing beads of appropriate dimension, EPDM gasket, G.I fasteners 100 x 8 mm size for fixing frame to finished wall, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame shall be mitred cut and 9.147B fusion welded at all corners, mullion (if required) shall be also fusion welded including drilling of holes for fixing hardware's and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer- in-Charge. (Single / double glass panes and silicon sealant shall be paid separately). Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made. 9.147B.1 Fixed window / ventilator made of (small Sqm 6 7249.9 43499.4 series) frame 47 x 50 mm & mullion 47 x 68 mm both having wall thickness of 1.9 28 +/- 0.2 mm and single glazing bead of appropriate dimension. (Area upto 0.75 sqm.) Providing and fixing factory made uPVC white colour sliding glazed window upto 1.50 m in height dimension comprising of uPVC multi-chambered frame with in-built roller track and sash extruded profiles duly reinforced with 1.60 +/- 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), appropriate dimension of uPVC extruded glazing beads and uPVC extruded interlocks, EPDM gasket, wool pile, zinc alloy (white powder coated) touch locks with hook, zinc alloy body with single nylon rollers (weight bearing capacity to be 40 kg), G.I fasteners 100 x 8 mm size for 9.147D fixing frame to finished wall and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, including drilling of holes for fixing hardware's and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes, wire mesh and silicon sealent shall be paid separately). Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made. MADURAI DIVISION-ENGINEERING/SOUTHERN RLY 9.147D.4 Three track three panels sliding window Sqm 20 9642.6 192852 with fly proof S.S wire mesh (Two nos. glazed & one no. wire mesh panels) made of (big series) frame 116 x 45 mm & sash

2.3 +/- 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of window above 1.75 sqm). 10.0 STEEL WORK 10.17 Providing and fixing M.S. fan clamp type I Each 10 185.95 1859.5 or II of 16 mm dia M.S. bar, bent to shape with hooked ends in R.C.C. slabs or beams 30 during laying, including painting the exposed portion of loop, all as per standard design complete. Steel work welded in built up sections/ framed work, including cutting, hoisting, 10.25 fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. 10.25.2 In gratings, frames, guard bar, ladder, Kg 2500 142.3 355750 31 railings, brackets, gates and similar works 11.0 FLOORING 11.37S CERAMIC GLAZED TILES 11.38 Providing and laying Ceramic glazed floor Sqm 62 1107.05 68637.1 tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red 32 Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ sq.m including pointing the joints with white cement and matching pigments etc., complete. 11.41S VITRIFIED FLOOR TILES Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, 11.46 in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. complete. 33 11.46.2 Size of Tile 600x600 mm Sqm 315 1466.5 461947.5 12.0 ROOFING 12.1S SHEET ROOFING 12.20 Providing and laying pressed clay tiles (as Sqm 380 620 235600 per approved pattern 20 mm nominal thickness of approved size) on roofs jointed with cement mortar 1:4 (1 cement :

water proofing compound, laid over a bed of 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand) and finished neat complete. 13.0 FINISHING 13.1S CEMENT PLASTER (IN FINE SAND) 13.1 12 mm cement plaster of mix : 35 13.1.2 1:6 (1 cement: 6 fine sand) Sqm 950 282 267900 MADURAI DIVISION-ENGINEERING/SOUTHERN RLY CEMENT PLASTER WITH A FLOATING COAT 13.7S OF NEAT CEMENT 12 mm cement plaster finished with a 13.7 floating coat of neat cement of mix : 36 13.7.1 1:3 (1 cement: 3 fine sand) Sqm 520 374.15 194558 13.11S CEMENT PLASTER IN TWO COATS 13.11 18 mm cement plaster in two coats under Sqm 550 442.75 243512.5 layer 12 mm thick cement plaster 1:5 (1 37 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster 1:6 (1 cement : 6 fine sand). Distempering with oil bound washable 13.41 distemper of approved brand and manufacture to give an even shade : 13.41.1 New work (two or more coats) over and Sqm 950 162.55 154422.5 38 including water thinnable priming coat with cement primer 13.44S EXTERIOR FINISHING 13.50 Applying priming coat: 13.50.3 With ready mixed red oxide zinc chromate Sqm 20 55.5 1110 39 primer of approved brand and manufacture on steel galvanised iron/ steel works Wall painting with acrylic emulsion paint of 13.60 approved brand and manufacture to give an even shade : 40 13.60.1 Two or more coats on new work Sqm 550 137.85 75817.5 Varnishing with varnish of approved brand 13.67 and manufacture : 13.67.1 Two or more coats of glue sizing with copal Sqm 30 197.4 5922 41 varnish over an under coat of flatting varnish 13.80 Providing and applying white cement Sqm 1500 123.85 185775 based putty of average thickness 1 mm, of 42 approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 14.0 REPAIRS TO BUILDING 14.26S WOOD WORK Providing and fixing bright finished brass 14.35 hard drawn hooks and eyes : 43 14.35.4 150 mm Each 30 60.05 1801.5 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) : MADURAI DIVISION-ENGINEERING/SOUTHERN RLY Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / 21.3 neoprene 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 30 1325.55 39766.5 44 (weight not less than 12.50 kg/sqm) Total 6932980.96 ix) Goodshed building with Labour room, Merchant room & Toilet facilities- c) Watering and sanitary Item- 11 arrangements S No. Item No Description of Item Unit Qty Rate Amount 2.0 EARTH WORK Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on 2.6 plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in- charge. 1 2.6.1 All kinds of soil cum 30 205.45 6163.5 5.0 REINFORCED CEMENT CONCRETE 5.12S PRE-CAST RCC 5.12 Providing, hoisting and fixing above plinth cum 3 9673.5 29020.5 level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required 2 centering, shuttering but , excluding cost of reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). 6.0 MASONRY WORK Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 6.4 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : 6.4.2 Cement mortar 1:6 (1 cement : 6 coarse cum 12 8288.35 99460.2 3 sand) 12.0 ROOFING 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 12.41 jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 4 12.41.2 110 mm diameter Metre 36 319.75 11511 Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain 12.42 water pipes 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 MADURAI DIVISION-ENGINEERING/SOUTHERN RLY 5 12.42.1.2 110 mm Each 4 119.95 479.8 12.42.3 Single tee with door 6 12.42.3.2 110x110x110 mm Each 4 205.45 821.8 12.42.5 Bend 87.5 degrees 7 12.42.5.2 110 mm bend Each 4 132 528 12.42.6 Shoe (Plain) 8 12.42.6.2 110 mm Shoe Each 4 115.95 463.8 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, 12.43 screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 9 12.43.2 110 mm Each 24 309.5 7428 12.44 Providing and fixing to the inlet mouth of Each 5 47.9 239.5 rain water pipe cast iron grating 15 cm 10 diameter and weighing not less than 440 grams. 13.0 FINISHING 13.4S CEMENT PLASTER (IN COARSE SAND) 13.4 12 mm cement plaster of mix : 11 13.4.2 1:6 (1 cement: 6 coarse sand) Sqm 100 294.35 29435 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 17.1 flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: 17.1.1 White Vitreous china Orissa pattern W.C. Each 7 5781.35 40469.45 12 pan of 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, overflow arrangement with 17.3 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 Each 3 6941.3 20823.9 13 plastic seat and lid Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in 17.5 C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required : 17.5.1 Single half stall urinal with 5 litre P.V.C. Each 4 10128.3 40513.2 14 automatic flushing cistern MADURAI DIVISION-ENGINEERING/SOUTHERN RLY Providing and fixing one piece construction white vitreous china squatting plate with an integral longitudinal flushing pipe, white P.V.C. automatic flushing cistern, with fittings, standard size G.I. / PVC flush pipe 17.6 for back and front flush with standard spreader pipes with fittings, G.I clamps and C.P. brass coupling complete, including painting of fittings and cutting and making good the walls and floors etc. wherever required : 17.6.1 Single squatting plate with 5 litre P.V.C. Each 2 7752.6 15505.2 15 automatic flushing cistern Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, 17.7 including painting of fittings and brackets, cutting and making good the walls wherever require: 17.7.2 White Vitreous China Wash basin size Each 5 1913.75 9568.75 16 630x450 mm with a single 15 mm C.P. brass pillar tap Providing and fixing P.V.C. waste pipe for 17.28 sink or wash basin including P.V.C. waste fittings complete. 17.28.2 Flexible pipe 17 17.28.2.1 32 mm dia Each 5 104.35 521.75 18 17.28.2.2 40 mm dia Each 5 104.35 521.75 17.31 Providing and fixing 600x450 mm beveled Each 5 1411.15 7055.75 edge mirror of superior glass (of approved 19 quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. Providing and fixing soil, waste and vent 17.35 pipes : 17.35.1 100 mm dia 20 17.35.1.1 Sand cast iron S&S pipe as per IS: 1729 Metre 40 1018.05 40722 Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast iron/cast iron (spun) pipe embedded in and including cement concrete blocks 17.37 10x10x10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including cost of cutting holes and making good the walls etc. : 21 17.37.1 For 100 mm dia pipe Each 8 308.45 2467.6 Providing and fixing plain bend of required 17.39 degree. 17.39.1 100 mm dia 22 17.39.1.1 Sand cast iron S&S as per IS - 1729 Each 4 412.95 1651.8 Providing and fixing heel rest sanitary 17.40 bend 17.40.1 100 mm dia 23 17.40.1.1 Sand cast iron S&S as per IS - 1729 Each 4 513.3 2053.2 Providing and fixing double equal plain 17.42 junction of required degree. 17.42.1 100x100x100x100 mm 24 17.42.1.1 Sand cast iron S&S as per IS - 1729 Each 4 861.2 3444.8 Providing and fixing PTMT towel rail complete with brackets fixed to wooden 17.73 cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. MADURAI DIVISION-ENGINEERING/SOUTHERN RLY 17.73.2 600 mm long towel rail with total length of Each 4 600.35 2401.4

of 88 mm, weighing not less than 190 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, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of 18.8 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 wall etc. 26 18.8.2 20 mm nominal dia Pipes Metre 60 513.75 30825 27 18.8.3 25 mm nominal dia Pipes Metre 60 626.05 37563 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded 18.9 fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.-External work 28 18.9.6 50 mm nominal dia Pipes Metre 50 811.85 40592.5 29 18.9.8 80 mm nominal dia Pipes Metre 50 1990.4 99520 18.15S BRASS FITTINGS Providing and fixing brass bib cock of 18.15 approved quality : 30 18.15.1 15 mm nominal bore Each 10 303.85 3038.5 Providing and fixing gun metal gate valve 18.17 with C.I. wheel of approved quality (screwed end) : 31 18.17.1 25 mm nominal bore Each 2 532.35 1064.7 32 18.17.4 50 mm nominal bore Each 2 878.25 1756.5 33 18.17.6 80 mm nominal bore Each 2 2227.6 4455.2 Providing and fixing uplasticised PVC 18.21 connection pipe with brass unions : Providing and fixing C.P. brass shower rose 18.22 with 15 or 20 mm inlet : 34 18.22.1 100 mm diameter Each 7 166.35 1164.45 C.I. SLUICE VALVES/ FIRE HYDRANTS & 18.31S FIXTURES 18.48 Providing and placing on terrace (at all Litre 10000 9.7 97000 floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and 35 suitable 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 angle valve 18.53 for basin mixer and geyser points of approved quality conforming to IS:8931 36 18.53.1 15mm nominal bore Each 10 500.35 5003.5 Providing and fixing PTMT grating of 18.58 approved quality and colour. 18.58.1 Circular type 37 18.58.1.1 100 mm nominal dia Each 10 33.2 332 MADURAI DIVISION-ENGINEERING/SOUTHERN RLY 18.59S AIR VALVE & WATER METER (BULK TYPE) 18.65 Providing and fixing PTMT soap Dish Holder Each 7 96.75 677.25 having length of 138mm, breadth 102mm, 38 height of 75mm with concealed fitting arrangements, weighing not less than 106 gms. 19.0 DRAINAGE Constructing brick masonry circular type manhole 0.91 m internal dia at bottom and 0.56m 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 cement : 19.9 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 19.9.1 concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12mm thick cement plaster at the external surface shall be paid for separately) : 19.9.1.1 With common burnt clay F.P.S. (non Each 3 11886.45 35659.35 39 modular) bricks of class designation 7.5 Constructing brick masonry circular manhole 1.52 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, 19.13 foundation concrete 1:3:6 (1 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 : Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement 19.15 concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design : 40 19.15.1 With 20x20 mm square bar Each 3 461.35 1384.05 Providing and fixing in position pre-cast 19.19 R.C.C. manhole cover and frame of required shape and approved quality 19.19.1 L D- 2.5 41 19.19.1.3 Circular shape 450 mm internal diameter Each 2 1047.8 2095.6 Constructing brick masonry road gully chamber 50x45x60 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse 19.27 sand) including 500x450 mm pre-cast R.C.C. horizontal grating with frame complete as per standard design : MADURAI DIVISION-ENGINEERING/SOUTHERN RLY 19.27.1 With common burnt clay F.P.S. (non Each 7 5589.45 39126.15 42 modular) bricks of class designation 7.5 Total 774529.40 SW II Development of Goods shed at Vadipatti station i) Ramp with kerb wall for Tractor loading Item- 12 20m x 10m at VDP S No. Item No Description of Item Unit Qty Rate Amount 2.0 EARTH WORK 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 2.8 on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, 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 45 286.85 12908.25 2.25 Filling available excavated earth cum 90 253.95 22855.5 (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 2 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 4.0 CONCRETE WORK 4.1S CEMENT CONCRETE (CAST IN SITU) Providing and laying in position cement concrete of specified grade excluding the 4.1 cost of centering and shuttering - All work up to plinth level : 4.1.8 1:4:8 (1 Cement : 4 coarse sand (zone-III) cum 32 6326.05 202433.6 derived from natural sources : 8 graded 3 stone aggregate 40 mm nominal size derived from natural sources) 5.0 REINFORCED CEMENT CONCRETE 5.9S FORM WORK Centering and shuttering including 5.9 strutting, propping etc. and removal of form for 5.9.2 Walls (any thickness) including attached Sqm 150 669.55 100432.5 4 pilasters, butteresses, plinth and string courses etc. 5.33S DESIGN MIX CONCRETE Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete w o r k ; u s i n g coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag c e m e n t , admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, 5.33 curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. MADURAI DIVISION-ENGINEERING/SOUTHERN RLY 5.33.1 All works upto plinth level 5.33.1.2 Concrete of M30 grade with minimum cum 50 8825.35 441267.5 5 cement content of 350 kg /cum 5.35 Add for using extra cement in the items of Quintal 17.5 688.45 12047.88 6 design mix over and above the specified cement content therein. 16.0 ROAD WORK 16.1S ROADS 16.3 Supplying and stacking at site. 7 16.3.9 Good earth cum 90 624.55 56209.5 Total 848154.73 SW II Development of Goods shed at Vadipatti station- ii) CC flooring for Tractor stacking area at Item- 13 VDP ( 150mx38m) S No. Item No Description of Item Unit Qty Rate Amount 1.0 CARRIAGE OF MATERIALS By Mechanical Transport including 1.1 loading,unloading and stacking 1.1.18 Disposal of moorum/building rubbish/ cum 90 411.3 37017 malba/ similar unserviceable, dismantled or waste material by mechanical transport 1 including 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 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 2.8 on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 2 2.8.1 All kinds of soil. cum 140 286.85 40159 2.25 Filling available excavated earth cum 60 253.95 15237 (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 3 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 4.0 CONCRETE WORK 4.1S CEMENT CONCRETE (CAST IN SITU) Centering and shuttering including 4.3 strutting, propping etc. and removal of form work for : 4.3.2 Retaining walls, return walls, walls (any Sqm 750 669.55 502162.5 thickness) including attached pilasters, 4 buttresses, plinth and string courses fillets, kerbs and steps etc. 5.0 REINFORCED CEMENT CONCRETE 5.33S DESIGN MIX CONCRETE 5.35 Add for using extra cement in the items of Quintal 630 688.45 433723.5 5 design mix over and above the specified cement content therein. 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. 15.2.1 Nominal concrete 1:3:6 or richer mix (i/c cum 600 2007.1 1204260 6 equivalent design mix) 16.0 ROAD WORK MADURAI DIVISION-ENGINEERING/SOUTHERN RLY 16.1S ROADS 16.3 Supplying and stacking at site. 7 16.3.9 Good earth cum 60 624.55 37473 16.49S MISCELLANEOUS 16.75 Providing and laying C.C. pavement of mix cum 1900 8277.55 15727345 M-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 etc. complete as per 8 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). 16.79 Providing, laying, spreading and cum 860 2803.65 2411139 compacting 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 uniform 9 layers with mechanical paverfinisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge. Total 20408516.00 SW II Development of Goods shed at Vadipatti station - iii) Tractor stacking area - Fencing Item- 14 arrangements (380m) S No. Item No Description of Item Unit Qty Rate Amount 2.0 EARTH WORK Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on 2.6 plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in- charge. 1 2.6.1 All kinds of soil cum 40 205.45 8218 4.0 CONCRETE WORK 4.1S CEMENT CONCRETE (CAST IN SITU) Providing and laying in position cement concrete of specified grade excluding the 4.1 cost of centering and shuttering - All work up to plinth level : 4.1.3 1:2:4 (1 cement : 2 coarse sand (zone-III) cum 40 7365.15 294606 derived from natural sources : 4 graded 2 stone aggregate 20 mm nominal size derived from natural sources) 10.0 STEEL WORK Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, 10.16 fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. 3 10.16.1 Hot finished welded type tubes Kg 38000 154.9 5886200 13.0 FINISHING MADURAI DIVISION-ENGINEERING/SOUTHERN RLY Painting with synthetic enamel paint of 13.61 approved brand and manufacture to give an even shade : 4 13.61.1 Two or more coats on new work Sqm 920 131.45 120934 Total 6309958.00 SW II Development of Goods shed at Vadipatti station:- iv) Construction of building with Integrated Item- 15 facilities for staff and Labour - a) Foundation and Plinth Level S No. Item No Description of Item Unit Qty Rate Amount 2.0 EARTH WORK Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on 2.6 plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in- charge. 1 2.6.1 All kinds of soil cum 250 205.45 51362.5 2.25 Filling available excavated earth cum 150 253.95 38092.5 (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 2 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 4.0 CONCRETE WORK 4.1S CEMENT CONCRETE (CAST IN SITU) Providing and laying in position cement concrete of specified grade excluding the 4.1 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 18 6670.25 120064.5 derived from natural sources: 6 graded 3 stone aggregate 40 mm nominal size derived from natural sources) 4.10S DAMP-PROOF COURSE 4.10 Providing and laying damp-proof course Sqm 25 370.85 9271.25 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived 4 from natural sources: 4 graded stone aggregate 12.5mm nominal size derived from natural sources) 5.0 REINFORCED CEMENT CONCRETE 5.9S FORM WORK Centering and shuttering including 5.9 strutting, propping etc. and removal of form for 5.9.1 Foundations, footings, bases of columns, Sqm 38 307.95 11702.1 5 etc. for mass concrete 5.9.5 Lintels, beams, plinth beams, girders, Sqm 100 608.35 60835 6 bressumers and cantilevers 5.9.6 Columns, Pillars, Piers, Abutments, Posts Sqm 40 804.25 32170 7 and Struts 5.33S DESIGN MIX CONCRETE MADURAI DIVISION-ENGINEERING/SOUTHERN RLY Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete w o r k ; u s i n g coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag c e m e n t , admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, 5.33 curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. 5.33.1 All works upto plinth level 5.33.1.2 Concrete of M30 grade with minimum cum 98.5 8825.35 869296.98 8 cement content of 350 kg /cum 6.0 MASONRY WORK Brick work with common burnt clay F.P.S. 6.1 (non modular) bricks of class designation 7.5 in foundation and plinth in: 6.1.2 Cement mortar 1:6 (1 cement : 6 coarse cum 23 6658.25 153139.75 9 sand) Total 1345934.58 SW II Development of Goods shed at Vadipatti station:- iv) Construction of building with Integrated Item- 16 facilities for staff and Labour - b) Super structure for Ground floor S No. Item No Description of Item Unit Qty Rate Amount 4.0 CONCRETE WORK 4.1S CEMENT CONCRETE (CAST IN SITU) Providing and laying in position cement concrete of specified grade excluding the 4.1 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 15 6670.25 100053.75 derived from natural sources: 6 graded 1 stone aggregate 40 mm nominal size derived from natural sources) 5.0 REINFORCED CEMENT CONCRETE 5.9S FORM WORK Centering and shuttering including 5.9 strutting, propping etc. and removal of form for 5.9.3 Suspended floors, roofs, landings, Sqm 265 766.55 203135.75 2 balconies and access platform 5.9.5 Lintels, beams, plinth beams, girders, Sqm 107 608.35 65093.45 3 bressumers and cantilevers 5.9.6 Columns, Pillars, Piers, Abutments, Posts Sqm 88 804.25 70774 4 and Struts 5.12S PRE-CAST RCC MADURAI DIVISION-ENGINEERING/SOUTHERN RLY 5.16 Providing, hoisting and fixing above plinth cum 2 18644.6 37289.2 level up to floor five level precast reinforced cement concrete in shelves, including setting in cement mortar 1:3 (1cement : 3 coarse sand), cost of required centering, shuttering and finishing with 5 neat cement punning on exposed surfaces but , excluding the cost of reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). 5.23S MISCELLANEOUS 5.23 Smooth finishing of the exposed surface of Sqm 300 253.05 75915 6 R.C.C. work with 6 mm thick cement mortar 1:3 (1 Cement : 3 fine sand). 5.33S DESIGN MIX CONCRETE Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete w o r k ; u s i n g coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag c e m e n t , admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, 5.33 curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works above plinth level upto floor V 5.33.2 level 5.33.2.1 Concrete of M25 grade with minimum cum 44.15 10306.2 455018.73 7 cement content of 330 kg /cum 6.0 MASONRY WORK Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 6.4 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : 6.4.2 Cement mortar 1:6 (1 cement : 6 coarse cum 75 8288.35 621626.25 8 sand) 6.12S HALF BRICK MASONRY Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class 6.13 designation 7.5 in superstructure above plinth level up to floor V level. 6.13.1 Cement mortar 1:3 (1 cement :3 coarse Sqm 45 1043.1 46939.5 9 sand) 6.15 Extra for providing and placing in position Sqm 45 86.45 3890.25

course of half brick masonry. 8.0 CLADDING WORK MADURAI DIVISION-ENGINEERING/SOUTHERN RLY 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 8.2 laid over 20 mm thick base 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 of edges to give high gloss finish etc. complete at all levels. Granite stone slab of all colour and texture 8.2.3 except black, Cherry/Ruby red 11 8.2.3.2 Area of slab over 0.50 sqm Sqm 10 3301.45 33014.5 8.6 Mirror polishing on marble work/Granite Sqm 10 417.6 4176 12 work/stone work where ever required to give high gloss finish complete. 8.20S STONE WORK DRY CLADDING 8.31 Providing and fixing Ist quality ceramic Sqm 135 1063.45 143565.75 glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by 13 Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. 9.0 WOOD AND P.V.C. WORK 9.1S FRAMES AND TRUSSES Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in 9.1 position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately). 14 9.1.1 Second class teak wood cum .25 131576.95 32894.24 Providing and fixing 25 mm thick shutters 9.16 for cup board etc. : Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard 9.20 wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. 9.20.1 35 mm thick including ISI marked Stainless Sqm 12 3086.1 37033.2 15 Steel butt hinges with necessary screws 9.23 Extra for providing lipping with 2nd class Sqm 12 401.4 4816.8 teak wood battens 25 mm minimum depth 16 on all edges of flush door shutters (over all area of door shutter to be measured). 9.40S MISCELLANEOUS-WOOD WORK Providing and fixing fly proof galvanized M.S. wire gauge to windows and clerestory windows using wire gauge with average 9.51 width of aperture 1.4 mm in both directions with wire of dia 0.63 mm all complete. 17 9.51.2 With 12 mm mild steel U beading Sqm 25 812.4 20310 MADURAI DIVISION-ENGINEERING/SOUTHERN RLY 9.53 Providing 40x5 mm flat iron hold fast 400 Each 24 194.35 4664.4 mm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs 18 and embedding in cement concrete block 300x100x150 mm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size). 9.72S BRASS FITTINGS Providing and fixing bright finished brass 9.74 tower bolts (barrel type) with necessary screws etc. complete : 19 9.74.1 250x10 mm Each 6 374.35 2246.1 20 9.74.3 150x10 mm Each 6 232.3 1393.8 9.76 Providing and fixing bright finished brass Each 6 723.8 4342.8 100 mm mortice latch and lock with 6 21 levers and a pair of lever handles of approved quality with necessary screws etc. complete. Providing and fixing bright finished brass 9.81 handles with screws etc. complete: 22 9.81.1 125 mm Each 6 205.1 1230.6 23 9.81.2 100 mm Each 6 189.85 1139.1 9.82 Providing and fixing bright finished brass Each 6 109.6 657.6 24 hanging type floor door stopper with necessary screws, etc. complete. ANODISED ALUMINIUM FITTINGS (ALL 9.95S FITTINGS SHALL BE ISI MARKED) Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), 9.96 transparent or dyed to required colour or shade, with nuts and screws etc. complete : 25 9.96.2 250x16 mm Each 6 234.9 1409.4 Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) 9.100 transparent or dyed to required colour or shade, with necessary screws etc. complete : 26 9.100.1 125 mm Each 12 60.05 720.6 9.105S GYPSUM BOARD PARTITIONS 9.119 Providing and fixing factory made P.V.C. Metre 25 408.25 10206.25 door frame of size 50x47 mm with awall thickness of 5 mm, made out of extruded 5mm 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 27 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. MADURAI DIVISION-ENGINEERING/SOUTHERN 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 9.120 out of which 75 mm shall be flat and 20 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, paneling 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. 9.120.2 30 mm thick pre laminated PVC door Sqm 10 2455.1 24551 28 shutters Providing and fixing wire gauge shutters using stainless steel grade 304 wire gauge with wire of dia 0.5 mm and average width 9.134 of aperture 1.4 mm in both directions for doors, windows and clerestory windows with necessary screws : MADURAI DIVISION-ENGINEERING/SOUTHERN RLY Providing and fixing factory made uPVC white colour fixed glazed windows/ventilators comprising of uPVC multi-chambered frame and mullion (where ever required) extruded profiles duly reinforced with 1.60 +/- 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), , uPVC extruded glazing beads of appropriate dimension, EPDM gasket, G.I fasteners 100 x 8 mm size for fixing frame to finished wall, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame shall be mitred cut and 9.147B fusion welded at all corners, mullion (if required) shall be also fusion welded including drilling of holes for fixing hardware's and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer- in-Charge. (Single / double glass panes and silicon sealant shall be paid separately). Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made. 9.147B.1 Fixed window / ventilator made of (small Sqm 10 7249.9 72499 series) frame 47 x 50 mm & mullion 47 x 68 mm both having wall thickness of 1.9 29 +/- 0.2 mm and single glazing bead of appropriate dimension. (Area upto 0.75 sqm.) Providing and fixing factory made uPVC white colour sliding glazed window upto 1.50 m in height dimension comprising of uPVC multi-chambered frame with in-built roller track and sash extruded profiles duly reinforced with 1.60 +/- 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), appropriate dimension of uPVC extruded glazing beads and uPVC extruded interlocks, EPDM gasket, wool pile, zinc alloy (white powder coated) touch locks with hook, zinc alloy body with single nylon rollers (weight bearing capacity to be 40 kg), G.I fasteners 100 x 8 mm size for 9.147D fixing frame to finished wall and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, including drilling of holes for fixing hardware's and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes, wire mesh and silicon sealent shall be paid separately). Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made. MADURAI DIVISION-ENGINEERING/SOUTHERN RLY 9.147D.4 Three track three panels sliding window Sqm 25 9642.6 241065 with fly proof S.S wire mesh (Two nos. glazed & one no. wire mesh panels) made of (big series) frame 116 x 45 mm & sash

2.3 +/- 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of window above 1.75 sqm). 10.0 STEEL WORK Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and 10.6 outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. 10.6.3 80x0.90 mm M.S. laths with 0.90 mm thick Sqm 5 2718.9 13594.5 31 top cover 10.17 Providing and fixing M.S. fan clamp type I Each 6 185.95 1115.7 or II of 16 mm dia M.S. bar, bent to shape with hooked ends in R.C.C. slabs or beams 32 during laying, including painting the exposed portion of loop, all as per standard design complete. Steel work welded in built up sections/ framed work, including cutting, hoisting, 10.25 fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. 10.25.2 In gratings, frames, guard bar, ladder, Kg 1200 142.3 170760 33 railings, brackets, gates and similar works 11.0 FLOORING 11.37S CERAMIC GLAZED TILES 11.38 Providing and laying Ceramic glazed floor Sqm 27 1107.05 29890.35 tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red 34 Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ sq.m including pointing the joints with white cement and matching pigments etc., complete. 11.41S VITRIFIED FLOOR TILES Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, 11.46 in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. complete. 35 11.46.2 Size of Tile 600x600 mm Sqm 140 1466.5 205310 12.0 ROOFING MADURAI DIVISION-ENGINEERING/SOUTHERN RLY 12.1S SHEET ROOFING 12.20 Providing and laying pressed clay tiles (as Sqm 155 620 96100 per approved pattern 20 mm nominal thickness of approved size) on roofs jointed with cement mortar 1:4 (1 cement :

water proofing compound, laid over a bed of 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand) and finished neat complete. 13.0 FINISHING 13.1S CEMENT PLASTER (IN FINE SAND) 13.1 12 mm cement plaster of mix : 37 13.1.2 1:6 (1 cement: 6 fine sand) Sqm 540 282 152280 13.11S CEMENT PLASTER IN TWO COATS 13.11 18 mm cement plaster in two coats under Sqm 220 442.75 97405 layer 12 mm thick cement plaster 1:5 (1 38 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster 1:6 (1 cement : 6 fine sand). Distempering with oil bound washable 13.41 distemper of approved brand and manufacture to give an even shade : 13.41.1 New work (two or more coats) over and Sqm 840 162.55 136542 39 including water thinnable priming coat with cement primer 13.44S EXTERIOR FINISHING 13.50 Applying priming coat: 13.50.3 With ready mixed red oxide zinc chromate Sqm 50 55.5 2775 40 primer of approved brand and manufacture on steel galvanised iron/ steel works Wall painting with acrylic emulsion paint of 13.60 approved brand and manufacture to give an even shade : 41 13.60.1 Two or more coats on new work Sqm 220 137.85 30327 Varnishing with varnish of approved brand 13.67 and manufacture : 13.67.1 Two or more coats of glue sizing with copal Sqm 26 197.4 5132.4 42 varnish over an under coat of flatting varnish 13.80 Providing and applying white cement Sqm 760 123.85 94126 based putty of average thickness 1 mm, of 43 approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 14.0 REPAIRS TO BUILDING 14.26S WOOD WORK Providing and fixing bright finished brass 14.35 hard drawn hooks and eyes : 44 14.35.4 150 mm Each 24 60.05 1441.2 21.0 ALUMINIUM WORK MADURAI DIVISION-ENGINEERING/SOUTHERN 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/ 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) : Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / 21.3 neoprene 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 35 1325.55 46394.25 45 (weight not less than 12.50 kg/sqm) Total 3404865.42 SW II Development of Goods shed at Vadipatti station:- iv) Construction of building with Integrated Item- 17 facilities for staff and Labour - c) Watering and sanitary arrangements Watering and sanitary arrangements S No. Item No Description of Item Unit Qty Rate Amount 2.0 EARTH WORK Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on 2.6 plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in- charge. 1 2.6.1 All kinds of soil cum 30 205.45 6163.5 5.0 REINFORCED CEMENT CONCRETE 5.12S PRE-CAST RCC 5.12 Providing, hoisting and fixing above plinth cum 3 9673.5 29020.5 level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required 2 centering, shuttering but , excluding cost of reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). 6.0 MASONRY WORK Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 6.4 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : 6.4.2 Cement mortar 1:6 (1 cement : 6 coarse cum 12 8288.35 99460.2 3 sand) 13.0 FINISHING 13.4S CEMENT PLASTER (IN COARSE SAND) MADURAI DIVISION-ENGINEERING/SOUTHERN RLY 13.4 12 mm cement plaster of mix : 4 13.4.2 1:6 (1 cement: 6 coarse sand) Sqm 60 294.35 17661 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 17.1 flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: 17.1.1 White Vitreous china Orissa pattern W.C. Each 3 5781.35 17344.05 5 pan of 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, overflow arrangement with 17.3 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 Each 2 6941.3 13882.6 6 plastic seat and lid Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in 17.5 C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required : 17.5.1 Single half stall urinal with 5 litre P.V.C. Each 3 10128.3 30384.9 7 automatic flushing cistern Providing and fixing one piece construction white vitreous china squatting plate with an integral longitudinal flushing pipe, white P.V.C. automatic flushing cistern, with fittings, standard size G.I. / PVC flush pipe 17.6 for back and front flush with standard spreader pipes with fittings, G.I clamps and C.P. brass coupling complete, including painting of fittings and cutting and making good the walls and floors etc. wherever required : 17.6.1 Single squatting plate with 5 litre P.V.C. Each 2 7752.6 15505.2 8 automatic flushing cistern Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, 17.7 including painting of fittings and brackets, cutting and making good the walls wherever require: 17.7.2 White Vitreous China Wash basin size Each 4 1913.75 7655 9 630x450 mm with a single 15 mm C.P. brass pillar tap Providing and fixing P.V.C. waste pipe for 17.28 sink or wash basin including P.V.C. waste fittings complete. MADURAI DIVISION-ENGINEERING/SOUTHERN RLY 17.28.2 Flexible pipe 10 17.28.2.1 32 mm dia Each 2 104.35 208.7 11 17.28.2.2 40 mm dia Each 2 104.35 208.7 17.31 Providing and fixing 600x450 mm beveled Each 3 1411.15 4233.45 edge mirror of superior glass (of approved 12 quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. Providing and fixing soil, waste and vent 17.35 pipes : 17.35.1 100 mm dia 13 17.35.1.1 Sand cast iron S&S pipe as per IS: 1729 Metre 40 1018.05 40722 Providing and fixing plain bend of required 17.39 degree. 17.39.1 100 mm dia 14 17.39.1.1 Sand cast iron S&S as per IS - 1729 Each 4 412.95 1651.8 Providing and fixing heel rest sanitary 17.40 bend 17.40.1 100 mm dia 15 17.40.1.1 Sand cast iron S&S as per IS - 1729 Each 4 513.3 2053.2 Providing and fixing double equal plain 17.42 junction of required degree. 17.42.1 100x100x100x100 mm 16 17.42.1.1 Sand cast iron S&S as per IS - 1729 Each 4 861.2 3444.8 Providing and fixing PTMT towel rail complete with brackets fixed to wooden 17.73 cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. 17.73.2 600 mm long towel rail with total length of Each 2 600.35 1200.7

of 88 mm, weighing not less than 190 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, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of 18.8 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 wall etc. 18 18.8.2 20 mm nominal dia Pipes Metre 40 513.75 20550 19 18.8.3 25 mm nominal dia Pipes Metre 40 626.05 25042 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded 18.9 fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.-External work 20 18.9.6 50 mm nominal dia Pipes Metre 30 811.85 24355.5 21 18.9.8 80 mm nominal dia Pipes Metre 30 1990.4 59712 18.15S BRASS FITTINGS Providing and fixing brass bib cock of 18.15 approved quality : MADURAI DIVISION-ENGINEERING/SOUTHERN RLY 22 18.15.1 15 mm nominal bore Each 10 303.85 3038.5 Providing and fixing gun metal gate valve 18.17 with C.I. wheel of approved quality (screwed end) : 23 18.17.1 25 mm nominal bore Each 2 532.35 1064.7 24 18.17.4 50 mm nominal bore Each 2 878.25 1756.5 25 18.17.6 80 mm nominal bore Each 2 2227.6 4455.2 Providing and fixing uplasticised PVC 18.21 connection pipe with brass unions : Providing and fixing C.P. brass shower rose 18.22 with 15 or 20 mm inlet : 26 18.22.1 100 mm diameter Each 5 166.35 831.75 C.I. SLUICE VALVES/ FIRE HYDRANTS & 18.31S FIXTURES 18.48 Providing and placing on terrace (at all Litre 2000 9.7 19400 floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and 27 suitable 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 angle valve 18.53 for basin mixer and geyser points of approved quality conforming to IS:8931 28 18.53.1 15mm nominal bore Each 10 500.35 5003.5 Providing and fixing PTMT grating of 18.58 approved quality and colour. 18.58.1 Circular type 29 18.58.1.1 100 mm nominal dia Each 10 33.2 332 18.59S AIR VALVE & WATER METER (BULK TYPE) 18.65 Providing and fixing PTMT soap Dish Holder Each 7 96.75 677.25 having length of 138mm, breadth 102mm, 30 height of 75mm with concealed fitting arrangements, weighing not less than 106 gms. 19.0 DRAINAGE Constructing brick masonry circular type manhole 0.91 m internal dia at bottom and 0.56m 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 cement : 19.9 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 19.9.1 concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12mm thick cement plaster at the external surface shall be paid for separately) : MADURAI DIVISION-ENGINEERING/SOUTHERN RLY 19.9.1.1 With common burnt clay F.P.S. (non Each 3 11886.45 35659.35 31 modular) bricks of class designation 7.5 Constructing brick masonry circular manhole 1.52 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, 19.13 foundation concrete 1:3:6 (1 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 : Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement 19.15 concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design : 32 19.15.1 With 20x20 mm square bar Each 3 461.35 1384.05 Providing and fixing in position pre-cast 19.19 R.C.C. manhole cover and frame of required shape and approved quality 19.19.1 L D- 2.5 33 19.19.1.3 Circular shape 450 mm internal diameter Each 2 1047.8 2095.6 Constructing brick masonry road gully chamber 50x45x60 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse 19.27 sand) including 500x450 mm pre-cast R.C.C. horizontal grating with frame complete as per standard design : 19.27.1 With common burnt clay F.P.S. (non Each 6 5589.45 33536.7 34 modular) bricks of class designation 7.5 Total 529694.90 SW II Development of Goods shed at Vadipatti station:- vii) Construction of RPF booth building at Item- 18 VDP - a) Foundation and Plinth Level S No. Item No Description of Item Unit Qty Rate Amount 2.0 EARTH WORK Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on 2.6 plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in- charge. 1 2.6.1 All kinds of soil cum 12 205.45 2465.4 2.25 Filling available excavated earth cum 3 253.95 761.85 (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 2 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 2.27 Supplying and filling in plinth with sand cum 2 2161.2 4322.4 3 under floors, including watering, ramming, consolidating and dressing complete. 4.0 CONCRETE WORK 4.1S CEMENT CONCRETE (CAST IN SITU) Providing and laying in position cement concrete of specified grade excluding the 4.1 cost of centering and shuttering - All work up to plinth level : MADURAI DIVISION-ENGINEERING/SOUTHERN RLY 4.1.6 1:3:6 (1 Cement : 3 coarse sand (zone-III) cum 4 6670.25 26681 derived from natural sources: 6 graded 4 stone aggregate 40 mm nominal size derived from natural sources) 4.10S DAMP-PROOF COURSE 4.10 Providing and laying damp-proof course Sqm 3 370.85 1112.55 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived 5 from natural sources: 4 graded stone aggregate 12.5mm nominal size derived from natural sources) 5.0 REINFORCED CEMENT CONCRETE 5.1S CAST IN SITU 5.3 Reinforced cement concrete work in cum 1.5 10719.3 16078.95 beams, suspended floors, roofs having slope up to 15 degree landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five 6 level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). 5.9S FORM WORK Centering and shuttering including 5.9 strutting, propping etc. and removal of form for 5.9.1 Foundations, footings, bases of columns, Sqm 7 307.95 2155.65 7 etc. for mass concrete 5.9.3 Suspended floors, roofs, landings, Sqm 10 766.55 7665.5 8 balconies and access platform 5.9.5 Lintels, beams, plinth beams, girders, Sqm 4 608.35 2433.4 9 bressumers and cantilevers 6.0 MASONRY WORK Brick work with common burnt clay F.P.S. 6.1 (non modular) bricks of class designation 7.5 in foundation and plinth in: 6.1.2 Cement mortar 1:6 (1 cement : 6 coarse cum 5 6658.25 33291.25 10 sand) Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 6.4 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : 6.4.2 Cement mortar 1:6 (1 cement : 6 coarse cum 7.5 8288.35 62162.63 11 sand) 10.0 STEEL WORK Steel work welded in built up sections/ framed work, including cutting, hoisting, 10.25 fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. 10.25.2 In gratings, frames, guard bar, ladder, Kg 200 142.3 28460 12 railings, brackets, gates and similar works 11.0 FLOORING 11.41S VITRIFIED FLOOR TILES MADURAI DIVISION-ENGINEERING/SOUTHERN RLY Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, 11.46 in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. complete. 13 11.46.2 Size of Tile 600x600 mm Sqm 7 1466.5 10265.5 12.0 ROOFING 12.1S SHEET ROOFING 12.20 Providing and laying pressed clay tiles (as Sqm 10 620 6200 per approved pattern 20 mm nominal thickness of approved size) on roofs jointed with cement mortar 1:4 (1 cement :

water proofing compound, laid over a bed of 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand) and finished neat complete. 13.0 FINISHING 13.1S CEMENT PLASTER (IN FINE SAND) 13.1 12 mm cement plaster of mix : 15 13.1.2 1:6 (1 cement: 6 fine sand) Sqm 30 282 8460 CEMENT PLASTER WITH A FLOATING COAT 13.7S OF NEAT CEMENT 12 mm cement plaster finished with a 13.7 floating coat of neat cement of mix : 16 13.7.1 1:3 (1 cement: 3 fine sand) Sqm 8 374.15 2993.2 13.11S CEMENT PLASTER IN TWO COATS 13.11 18 mm cement plaster in two coats under Sqm 40 442.75 17710 layer 12 mm thick cement plaster 1:5 (1 17 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster 1:6 (1 cement : 6 fine sand). Distempering with oil bound washable 13.41 distemper of approved brand and manufacture to give an even shade : 13.41.1 New work (two or more coats) over and Sqm 40 162.55 6502 18 including water thinnable priming coat with cement primer 13.44S EXTERIOR FINISHING 13.50 Applying priming coat: 13.50.3 With ready mixed red oxide zinc chromate Sqm 5 55.5 277.5 19 primer of approved brand and manufacture on steel galvanised iron/ steel works Wall painting with acrylic emulsion paint of 13.60 approved brand and manufacture to give an even shade : 20 13.60.1 Two or more coats on new work Sqm 40 137.85 5514 Total 245512.78 SW II Development of Goods shed at Manamadurai -i) CC paving on Handling area 600m x 2.5m on Item- 19 other side of Road no.6 S No. Item No Description of Item Unit Qty Rate Amount 1.0 CARRIAGE OF MATERIALS By Mechanical Transport including 1.1 loading,unloading and stacking MADURAI DIVISION-ENGINEERING/SOUTHERN RLY 1.1.18 Disposal of moorum/building rubbish/ cum 150 411.3 61695 malba/ similar unserviceable, dismantled or waste material by mechanical transport 1 including 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 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 2.8 on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 2 2.8.1 All kinds of soil. cum 225 286.85 64541.25 2.25 Filling available excavated earth cum 150 253.95 38092.5 (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 3 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 4.0 CONCRETE WORK 4.1S CEMENT CONCRETE (CAST IN SITU) Centering and shuttering including 4.3 strutting, propping etc. and removal of form work for : 4 4.3.1 Foundations, footings, bases for columns Sqm 360 307.95 110862 11.0 FLOORING 11.7 Cement concrete pavement with 1:2:4 (1 cum 790 7958.65 6287333.5 cement : 2 coarse sand : 4 graded stone 5 aggregate 20 mm nominal size), including finishing complete. 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. 15.2.1 Nominal concrete 1:3:6 or richer mix (i/c cum 150 2007.1 301065 6 equivalent design mix) 16.0 ROAD WORK 16.1S ROADS 16.3 Supplying and stacking at site. 7 16.3.9 Good earth cum 150 624.55 93682.5 16.49S MISCELLANEOUS 16.79 Providing, laying, spreading and cum 150 2803.65 420547.5 compacting 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 uniform 8 layers with mechanical paverfinisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge. Total 7377819.25 SW II Development of Goods shed at Manamadurai -ii) Cement Concrete Drainage arrangements at Item- 20 MNM ( 800m) S No. Item No Description of Item Unit Qty Rate Amount 2.0 EARTH WORK MADURAI DIVISION-ENGINEERING/SOUTHERN 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 well as 10 sqm on 2.6 plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in- charge. 1 2.6.1 All kinds of soil cum 960 205.45 197232 4.0 CONCRETE WORK 4.1S CEMENT CONCRETE (CAST IN SITU) Providing and laying in position cement concrete of specified grade excluding the 4.1 cost of centering and shuttering - All work up to plinth level : 4.1.8 1:4:8 (1 Cement : 4 coarse sand (zone-III) cum 145 6326.05 917277.25 derived from natural sources : 8 graded 2 stone aggregate 40 mm nominal size derived from natural sources) Centering and shuttering including 4.3 strutting, propping etc. and removal of form work for : 3 4.3.1 Foundations, footings, bases for columns Sqm 250 307.95 76987.5 5.0 REINFORCED CEMENT CONCRETE 5.1S CAST IN SITU Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, 5.2 abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 5.2.2 1:1.5:3 (1 cement : 1.5 coarse sand(zone- cum 420 10185.05 4277721 III) derived from natural sources : 3 graded 4 stone aggregate 20 mm nominal size derived from natural sources) 5.9S FORM WORK Centering and shuttering including 5.9 strutting, propping etc. and removal of form for 5.9.1 Foundations, footings, bases of columns, Sqm 160 307.95 49272 5 etc. for mass concrete 5.9.2 Walls (any thickness) including attached Sqm 2560 669.55 1714048 6 pilasters, butteresses, plinth and string courses etc. 5.12S PRE-CAST RCC 5.12 Providing, hoisting and fixing above plinth cum 80 9673.5 773880 level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required 7 centering, shuttering but , excluding cost of reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). Total 8006417.75 SW II Development of Goods shed at Manamadurai -iii) Repair works on the Handling area 600m x Item- 21 15m S No. Item No Description of Item Unit Qty Rate Amount 1.0 CARRIAGE OF MATERIALS MADURAI DIVISION-ENGINEERING/SOUTHERN RLY By Mechanical Transport including 1.1 loading,unloading and stacking 1.1.18 Disposal of moorum/building rubbish/ cum 180 411.3 74034 malba/ similar unserviceable, dismantled or waste material by mechanical transport 1 including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge. 15.0 DISMANTLING AND DEMOLISHING Dismantling manually/ by mechanical means including stacking of serviceable 15.43 material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge : 2 15.43.2 bituminous road Sqm 900 353.65 318285 16.0 ROAD WORK 16.1S ROADS 16.1 Preparation and consolidation of sub grade Sqm 9000 180.5 1624500 with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to 3 camber and 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. Providing and applying tack coat using bitumen emulsion conforming to IS:8887, 16.31 using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom. 16.31.1 With rapid setting bitumen emulsion 4 16.31.1.1 On W.B.M / W.M.M. @ 0.4kg/sqm Sqm 9000 11.6 104400 5 16.31.1.2 On bituminous surface @ 0.25kg/sqm Sqm 9000 7.9 71100 16.49S MISCELLANEOUS Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equiped with 16.55 electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specificatons and directions of Engineer-in-Charge. 16.55.1 50 to 100 mm average compacted cum 900 7756.4 6980760 thickness with bitumen of grade VG-30 @ 6 3.50% (percentage by weight of total mix) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. Providing and laying semi- dense Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped 16.56 with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in- Charge. MADURAI DIVISION-ENGINEERING/SOUTHERN RLY 16.56.1 25 mm compacted thickness with bitumen Sqm 9000 249.4 2244600 of grade VG-30 @ 5% (percentage by weight of total mix) and lime filler @ 2% 7 (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. 16.79 Providing, laying, spreading and cum 2300 2803.65 6448395 compacting 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 uniform 8 layers with mechanical paverfinisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge. Total 17866074.00 SW II Development of Goods shed at Manamadurai -iv) Construction of RPF booth building at MNM - Item- 22 a) Foundation and Plinth Level S No. Item No Description of Item Unit Qty Rate Amount 2.0 EARTH WORK Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on 2.6 plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in- charge. 1 2.6.1 All kinds of soil cum 12 205.45 2465.4 2.25 Filling available excavated earth cum 3 253.95 761.85 (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 2 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 2.27 Supplying and filling in plinth with sand cum 2 2161.2 4322.4 3 under floors, including watering, ramming, consolidating and dressing complete. 4.0 CONCRETE WORK 4.1S CEMENT CONCRETE (CAST IN SITU) Providing and laying in position cement concrete of specified grade excluding the 4.1 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 4 6670.25 26681 derived from natural sources: 6 graded 4 stone aggregate 40 mm nominal size derived from natural sources) 4.10S DAMP-PROOF COURSE 4.10 Providing and laying damp-proof course Sqm 3 370.85 1112.55 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived 5 from natural sources: 4 graded stone aggregate 12.5mm nominal size derived from natural sources) 5.0 REINFORCED CEMENT CONCRETE 5.1S CAST IN SITU MADURAI DIVISION-ENGINEERING/SOUTHERN RLY 5.3 Reinforced cement concrete work in cum 1.5 10719.3 16078.95 beams, suspended floors, roofs having slope up to 15 degree landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five 6 level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). 5.9S FORM WORK Centering and shuttering including 5.9 strutting, propping etc. and removal of form for 5.9.1 Foundations, footings, bases of columns, Sqm 7 307.95 2155.65 7 etc. for mass concrete 5.9.3 Suspended floors, roofs, landings, Sqm 10 766.55 7665.5 8 balconies and access platform 5.9.5 Lintels, beams, plinth beams, girders, Sqm 4 608.35 2433.4 9 bressumers and cantilevers 6.0 MASONRY WORK Brick work with common burnt clay F.P.S. 6.1 (non modular) bricks of class designation 7.5 in foundation and plinth in: 6.1.2 Cement mortar 1:6 (1 cement : 6 coarse cum 5 6658.25 33291.25 10 sand) Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 6.4 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : 6.4.2 Cement mortar 1:6 (1 cement : 6 coarse cum 7.5 8288.35 62162.63 11 sand) 10.0 STEEL WORK Steel work welded in built up sections/ framed work, including cutting, hoisting, 10.25 fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. 10.25.2 In gratings, frames, guard bar, ladder, Kg 200 142.3 28460 12 railings, brackets, gates and similar works 11.0 FLOORING 11.41S VITRIFIED FLOOR TILES Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, 11.46 in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. complete. 13 11.46.2 Size of Tile 600x600 mm Sqm 7 1466.5 10265.5 12.0 ROOFING 12.1S SHEET ROOFING MADURAI DIVISION-ENGINEERING/SOUTHERN RLY 12.20 Providing and laying pressed clay tiles (as Sqm 10 620 6200 per approved pattern 20 mm nominal thickness of approved size) on roofs jointed with cement mortar 1:4 (1 cement :

water proofing compound, laid over a bed of 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand) and finished neat complete. 13.0 FINISHING 13.1S CEMENT PLASTER (IN FINE SAND) 13.1 12 mm cement plaster of mix : 15 13.1.2 1:6 (1 cement: 6 fine sand) Sqm 30 282 8460 CEMENT PLASTER WITH A FLOATING COAT 13.7S OF NEAT CEMENT 12 mm cement plaster finished with a 13.7 floating coat of neat cement of mix : 16 13.7.1 1:3 (1 cement: 3 fine sand) Sqm 8 374.15 2993.2 13.11S CEMENT PLASTER IN TWO COATS 13.11 18 mm cement plaster in two coats under Sqm 40 442.75 17710 layer 12 mm thick cement plaster 1:5 (1 17 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster 1:6 (1 cement : 6 fine sand). Distempering with oil bound washable 13.41 distemper of approved brand and manufacture to give an even shade : 13.41.1 New work (two or more coats) over and Sqm 40 162.55 6502 18 including water thinnable priming coat with cement primer 13.44S EXTERIOR FINISHING 13.50 Applying priming coat: 13.50.3 With ready mixed red oxide zinc chromate Sqm 5 55.5 277.5 19 primer of approved brand and manufacture on steel galvanised iron/ steel works Wall painting with acrylic emulsion paint of 13.60 approved brand and manufacture to give an even shade : 20 13.60.1 Two or more coats on new work Sqm 40 137.85 5514 Total 245512.78 Item- 23 Pollution control measures like Green belt cover at KON 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 18.9 fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.-External work 1 18.9.3 25 mm nominal dia Pipes Metre 500 370.65 185325 Providing and fixing G.I. pipes complete 18.12 with G.I. fittings including trenching and refilling etc.-External work 2 18.12.3 25 mm dia nominal bore Metre 600 417.95 250770 18.15S BRASS FITTINGS Providing and fixing brass bib cock of 18.15 approved quality : 3 18.15.1 15 mm nominal bore Each 60 303.85 18231 MADURAI DIVISION-ENGINEERING/SOUTHERN RLY Providing and fixing gun metal gate valve 18.17 with C.I. wheel of approved quality (screwed end) : 4 18.17.1 25 mm nominal bore Each 50 532.35 26617.5 Total 480943.50 Item- 24 Pollution control measures like Green belt cover at VDP 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 18.9 fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.-External work 1 18.9.3 25 mm nominal dia Pipes Metre 600 370.65 222390 Providing and fixing G.I. pipes complete 18.12 with G.I. fittings including trenching and refilling etc.-External work 2 18.12.3 25 mm dia nominal bore Metre 500 417.95 208975 18.15S BRASS FITTINGS Providing and fixing brass bib cock of 18.15 approved quality : 3 18.15.1 15 mm nominal bore Each 60 303.85 18231 Providing and fixing gun metal gate valve 18.17 with C.I. wheel of approved quality (screwed end) : 4 18.17.1 25 mm nominal bore Each 50 532.35 26617.5 Total 476213.50 Item- 25 Pollution control measures like Green belt cover at MNM 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 18.9 fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.-External work 1 18.9.3 25 mm nominal dia Pipes Metre 450 370.65 166792.5 Providing and fixing G.I. pipes complete 18.12 with G.I. fittings including trenching and refilling etc.-External work 2 18.12.3 25 mm dia nominal bore Metre 400 417.95 167180 18.15S BRASS FITTINGS Providing and fixing brass bib cock of 18.15 approved quality : 3 18.15.1 15 mm nominal bore Each 40 303.85 12154 Providing and fixing gun metal gate valve 18.17 with C.I. wheel of approved quality (screwed end) : 4 18.17.1 25 mm nominal bore Each 50 532.35 26617.5 Total 372744.00

Item Breakup - A1a-(List of steel items which are covered in Delhi schedule of Rates 2021)

Item Breakup - A1b-(List of works which are covered in Delhi schedule of Rates 2021)