Name of work:- Balance ABSS works at CKP, GP, PPO, DPS, JRLI, MOU, RKSN, GMH, BUF, SNY, CBSA, BJMD and BMPR

B- (Item Directory -CPWD HORTICULTURE 2020-Ver-2) 3415356.89 Below/P

C-(RCC Box with pushing (internal size 7.5m x5m) for 10Mtr length ) 4580026.68 Below/P

Item Breakup - A-Schedule - A (CPWD DSR 2023 Items)

of 88 mm, weighing not less than 170 gms 18.0 WATER SUPPLY 18.4S PP-R PIPES Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes confirming to IS 15801, UV stabilized & anti - microbial fusion welded, having thermal stability for hot & cold water 18.4 supply, including all PP - R plain & brass threaded polypropylene random fittings and fixing the pipe with clamps at 1.00 m spacing. This includes testing of joints complete as per direction of Engineer-in- Charge. ( Internal Exposed on walls ) 61 18.4.4 PN - 16 Pipe, 40mm OD (SDR-7.4) Metre 6230 545.75 3400022.5 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 and 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 walls etc. 62 18.8.1 15 mm nominal dia Pipes Metre 5340 497.8 2658252 C.I. SLUICE VALVES/ FIRE HYDRANTS & 18.31S FIXTURES CHAKRADHARPUR JHARKHAND DIVISION-GATI SHAKTI/SOUTH EASTERN R 18.48 Providing and placing on terrace (at all Per 178000 11 1958000 floor levels) polyethylene water storage Litre tank, IS : 12701 marked, with cover and 63 suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 18.54S PTMT FITTINGS Providing and fixing PTMT bib cock of 18.54 approved quality and colour. 18.54.1 15 mm nominal bore, 86 mm long, Each 356 125.6 44713.6 64 weighing not less than 88 gms 21.0 ALUMINIUM WORK 21.1S General Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene 21.1 gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / panelling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, panelling and dash fasteners to be paid for separately) : 21.1.1 For fixed portion 21.1.1.1 Anodised aluminium (anodised Kg 6230 495.05 3084161.5 transparent or dyed to required shade 65 according to IS: 1868, Minimum anodic coating of grade AC 15) For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for 21.1.2 fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately) 21.1.2.1 Anodised aluminium (anodised Kg 8010 598.6 4794786 transparent or dyed to required shade 66 according to IS: 1868, Minimum anodic coating of grade AC 15) Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / 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): 21.3.1 With float glass panes of 4.0 mm thickness Sqm 5340 1176.8 6284112 67 (weight not less than 10kg/sqm) Total 475757401.81 Item- 2 (Detailed for Construction of type-III quarter 15 Nos) S No. Item No Description of Item Unit Qty Rate Amount 2.0 EARTH WORK 2.1S General CHAKRADHARPUR JHARKHAND DIVISION-GATI SHAKTI/SOUTH EASTERN R Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in 2.6 depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. 1 2.6.1 All kinds of soil cum 416 177.5 73840 2.25A Excavating, supplying and filling of local cum 375 700.5 262687.5 earth (including royalty) by mechanical transport upto a lead of 5km also including 2 ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. 2.27 Supplying and filling in plinth with sand cum 92 2123.75 195385 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 : 4.1.3 1:2:4 (1 cement : 2 coarse sand (zone-III) cum 92 7878.5 724822 derived from natural sources : 4 graded 4 stone aggregate 20 mm nominal size derived from natural sources) 4.1.5 1:3:6 (1 Cement : 3 coarse sand (zone-III) cum 58 7294.7 423092.6 derived from natural sources : 6 graded 5 stone aggregate 20 mm nominal size derived from natural sources) Centering and shuttering including 4.3 strutting, propping etc. and removal of form work for : 6 4.3.1 Foundations, footings, bases for columns Sqm 375 392.15 147056.25 4.10S DAMP-PROOF COURSE 4.11 Providing and laying damp-proof course Sqm 92 495.75 45609 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived 7 from natural sources : 4 graded stone aggregate 20mm nominal size derived from natural sources). 5.0 REINFORCEMENT CEMENT CONCRETE 5.1S CAST IN SITU Providing and laying in position specified grade of reinforced cement concrete, 5.1 excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone- cum 191 9045.75 1727738.25 III) derived from natural sources : 3 graded 8 stone aggregate 20 mm nominal size derived from natural sources) 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 63 10852.95 683735.85 III) derived from natural sources : 3 graded 9 stone aggregate 20 mm nominal size derived from natural sources) CHAKRADHARPUR JHARKHAND DIVISION-GATI SHAKTI/SOUTH EASTERN R 5.3 Reinforced cement concrete work in cum 404 11505.5 4648222 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 10 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 375 392.15 147056.25 11 etc. for mass concrete 5.9.3 Suspended floors, roofs, landings, Sqm 2441 927.25 2263417.25 12 balconies and access platform 5.9.5 Lintels, beams, plinth beams, girders, Sqm 1875 736.4 1380750 13 bressummers and cantilevers 5.9.6 Columns, Pillars, Piers, Abutments, Posts Sqm 941 961.3 904583.3 14 and Struts 5.12S PRE-CAST RCC 5.12 Providing, hoisting and fixing above plinth cum 41 10585.9 434021.9 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 15 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). 5.22S STEEL REINFORCEMENT Steel reinforcement for R.C.C. work including straightening, cutting, bending, 5.22 placing in position and binding all complete upto plinth level. 5.22.6 Thermo-Mechanically Treated bars of Kg 16500 107.85 1779525 16 grade Fe-500D or more. Steel reinforcement for R.C.C. work including straightening, cutting, bending, 5.22A placing in position and binding all complete above plinth level. 5.22A.6 Thermo-Mechanically Treated bars of Kg 66566 107.85 7179143.1 17 grade Fe-500D or more. 6.0 MASONRY WORK 6.1S General 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 58 7132.25 413670.5 18 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 191 9105.95 1739236.45 19 sand) 6.12S HALF BRICK MASONRY CHAKRADHARPUR JHARKHAND DIVISION-GATI SHAKTI/SOUTH EASTERN R 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 191 1123.8 214645.8 20 sand) 6.26S EXPOSED BRICK WALL 6.47 Providing and laying Autoclaved Aerated cum 450 8333.65 3750142.5 Concrete (AAC) blocks masonry with 150 mm to 300 mm thick with Grade -1 AAC blocks of density 551 to 650 kg/cum conforming to IS: 2185 (Part 3) in super structure above plinth level up to floor V 21 level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar all complete as per direction of Engineer-in-Charge. (The payment of RCC band and reinforcement shall be made for separately). 8.0 CLADDING WORK 8.1S General Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture 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 to edges to give high gloss finish etc. complete at all levels Granite stone slab colour black, 8.2.2 Cherry/Ruby red 22 8.2.2.2 Area of slab over 0.50 sqm Sqm 92 5136.3 472539.6 9.0 WOOD AND P.V.C. WORK 9.1S FRAMES AND TRUSSES 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 Sqm 283 3473.85 983099.55 23 Stainless Steel butt hinges with necessary screws 9.40S MISCELLANEOUS-WOOD WORK Providing and fixing M.S. grills of required pattern in frames of windows etc. with 9.48 M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. 24 9.48.1 Fixed to steel windows by welding Kg 6000 219.1 1314600 ANODISED ALUMINIUM FITTINGS (ALL 9.95S FITTINGS SHALL BE ISI MARKED) Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS 9.97 : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete : 25 9.97.2 250x10 mm Each 240 115.15 27636 CHAKRADHARPUR JHARKHAND DIVISION-GATI SHAKTI/SOUTH EASTERN R 26 9.97.4 150x10 mm Each 60 82.55 4953 9.105S GYPSUM BOARD PARTITIONS 9.119 Providing and fixing factory made P.V.C. Metre 150 492.7 73905 door frame of size 50x47 mm with a wall thickness of 5 mm, made out of extruded 5 mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos of 150 mm long brackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be 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. 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, panelling of 5 mm thick both side PVC sheet to be fitted in the M.S. frame welded/ sealed to the styles & rails with 7 mm (5 mm+2 mm) thick x 15 mm wide PVC sheet beading on inner side, and joined together with solvent cement adhesive. An additional 5 mm thick PVC strip of 20 mm width is to be stuck on the interior side of the 'C' Channel using PVC solvent adhesive etc. complete as per direction of Engineer-in-charge, manufacturer's specification & drawing. 28 9.120.1 30 mm thick plain PVC door shutters Sqm 58 3182.95 184611.1 Providing and fixing bright /matt finished Stainless Steel handles of approved 9.165 quality & make with necessary screws etc all complete. 29 9.165.1 125 mm Each 240 119.2 28608 10.0 STEEL WORK 10.1S General 10.1 Structural steel work in single section, Kg 941 117.35 110426.35 fixed with or without connecting plate, 30 including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. CHAKRADHARPUR JHARKHAND DIVISION-GATI SHAKTI/SOUTH EASTERN R 10.2 Structural steel work riveted, bolted or Kg 3000 133.7 401100 welded in built up sections, trusses and framed work, including cutting, hoisting, 31 fixing in position and applying a priming coat of approved steel primer all complete. 10.3 Providing and fixing in position collapsible Sqm 21.8 11439.6 249383.28 steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and 32 bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer. 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 666 172.6 114951.6 33 railings, brackets, gates and similar works 10.28 Providing and fixing stainless steel ( Grade Kg 1125 772.4 868950 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, including fixing the railing with necessary accessories & 34 stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). 11.0 FLOORING 11.26S KOTA STONE FLOORING Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with 11.26 pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 35 11.26.1 25 mm thick Sqm 375 1948.25 730593.75 11.27 Kota stone slabs 20 mm thick in risers of Sqm 75 2354.7 176602.5 steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 36 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. 11.37S CERAMIC GLAZED TILES CHAKRADHARPUR JHARKHAND DIVISION-GATI SHAKTI/SOUTH EASTERN R 11.37A Providing and fixing 1st quality ceramic Sqm 1316 1112.7 1464313.2 glazed floor 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 37 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. 11.41S VITRIFIED FLOOR TILES Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with 11.41A grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily. Double charge vitrified tile polished finish 11.41A.1 of size 38 11.41A.1.1 Size of Tile 600 x 600 mm Sqm 733 1453.65 1065525.45 Glazed Vitrified tiles Matt/Antiskid finish of 11.41A.3 size 39 11.41A.3.1 Size of Tile 600 x 600 mm Sqm 225 1464.85 329591.25 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 & 11.46 shade, 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. 40 11.46.1 Size of Tile 500x500 mm Sqm 225 1593.9 358627.5 12.0 ROOFING 12.37S RAIN WATER SPOUT AND PIPE 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. 41 12.41.2 110 mm diameter Metre 191 377.4 72083.4 CHAKRADHARPUR JHARKHAND DIVISION-GATI SHAKTI/SOUTH EASTERN R 12.50 Providing and fixing precoated galvanised Sqm 191 738.65 141082.15 iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in- charge) of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05 mm) with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have 42 protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. Providing and fixing precoated galvanised steel sheet roofing accessories of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05 mm) with Zinc 12.51 coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete : 43 12.51.1 Ridges plain (500 - 600mm) Metre 92 532.35 48976.2 13.0 FINISHING 13.1S CEMENT PLASTER (IN FINE SAND) 13.1 12 mm cement plaster of mix : 44 13.1.2 1:6 (1 cement: 6 fine sand) Sqm 566 333.35 188676.1 13.4S CEMENT PLASTER (IN COARSE SAND) 15 mm cement plaster on rough side of 13.5 single or half brick wall of mix: 45 13.5.2 1:6 (1 cement: 6 coarse sand) Sqm 2516 395.35 994700.6 13.20S PEBBLE DASH PLASTER 13.26 Providing and applying plaster of paris Sqm 4691 262.7 1232325.7 putty of 2 mm thickness over plastered 46 surface to prepare the surface even and smooth complete. 13.37S INTERIOR FINISHING Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of 13.41 approved manufacturer and of required shade and colour all complete to achieve even shade and colour : 13.41.1 New work (two or more coats) over and Sqm 4691 185.65 870884.15 including water thinnable priming coat 47 with cement primer having VOC content less than 50 gram/litre 13.44S EXTERIOR FINISHING Finishing walls with water proofing cement 13.44 paint of required shade : 13.44.1 New work (Two or more coats applied @ Sqm 2816 116.9 329190.4 48 3.84 kg/10 sqm) CHAKRADHARPUR JHARKHAND DIVISION-GATI SHAKTI/SOUTH EASTERN R Finishing with Deluxe Multi surface paint system for interiors and exteriors using 13.48 Primer as per manufacturers specifications : 13.48.3 Painting Steel work with Deluxe Multi Sqm 658 170.7 112320.6 Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm 49 over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture Painting with aluminium paint of approved 13.63 brand and manufacture to give an even shade . 50 13.63.1 Two or more coats on new work Sqm 41 146.8 6018.8 17.0 SANITARY INSTALLATIONS 17.1S General Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including 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 15 6767.4 101511 51 pan of size 580x440 mm with integral type foot rests Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually 17.2 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 : 17.2.1 W.C. pan with ISI marked white solid Each 15 6515.55 97733.25 52 plastic seat and lid 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: 17.7.1 White Vitreous China Wash basin size Each 30 2648.85 79465.5 53 630x450 mm with a pair of 15 mm C.P. brass pillar taps Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 17.10 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required : 17.10.2 Kitchen sink without drain board 54 17.10.2.1 610x510 mm bowl depth 200 mm Each 15 4940.8 74112 Providing and fixing mirror of superior glass (of approved quality) and of required 17.32 shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing : 17.32.3 Oval shape 450x350 mm (outer Each 30 1377.1 41313 55 dimensions) Providing and fixing soil, waste and vent 17.35 pipes : CHAKRADHARPUR JHARKHAND DIVISION-GATI SHAKTI/SOUTH EASTERN R 17.35.2 75 mm diameter : 56 17.35.2.1 Sand cast iron S&S pipe as per IS: 1729 Metre 191 1044.75 199547.25 Providing and filling the joints with spun yarn, cement slurry and cement mortar 17.36 1:2 ( 1 cement : 2 fine sand) in S.C.I./ C.I. Pipes : 57 17.36.1 75 mm dia pipe Each 58 168.2 9755.6 17.71 Providing and fixing PTMT liquid soap Each 30 168.35 5050.5 container 109 mm wide, 125 mm high and 112 mm distance from wall of standard 58 shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. 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. 17.73.1 450 mm long towel rail with total length of Each 30 673.4 20202

of 88 mm, weighing not less than 170 gms 18.0 WATER SUPPLY 18.4S PP-R PIPES Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes confirming to IS 15801, UV stabilized & anti - microbial fusion welded, having thermal stability for hot & cold water 18.4 supply, including all PP - R plain & brass threaded polypropylene random fittings and fixing the pipe with clamps at 1.00 m spacing. This includes testing of joints complete as per direction of Engineer-in- Charge. ( Internal Exposed on walls ) 60 18.4.4 PN - 16 Pipe, 40mm OD (SDR-7.4) Metre 375 545.75 204656.25 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 and 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 walls etc. 61 18.8.1 15 mm nominal dia Pipes Metre 191 497.8 95079.8 C.I. SLUICE VALVES/ FIRE HYDRANTS & 18.31S FIXTURES 18.48 Providing and placing on terrace (at all Per 15000 11 165000 floor levels) polyethylene water storage Litre tank, IS : 12701 marked, with cover and 62 suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 18.54S PTMT FITTINGS Providing and fixing PTMT bib cock of 18.54 approved quality and colour. 18.54.1 15 mm nominal bore, 86 mm long, Each 60 125.6 7536 63 weighing not less than 88 gms 21.0 ALUMINIUM WORK 21.1S General CHAKRADHARPUR JHARKHAND DIVISION-GATI SHAKTI/SOUTH EASTERN R 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 21.1 gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / panelling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, panelling and dash fasteners to be paid for separately) : 21.1.1 For fixed portion 21.1.1.1 Anodised aluminium (anodised Kg 1125 495.05 556931.25 transparent or dyed to required shade 64 according to IS: 1868, Minimum anodic coating of grade AC 15) For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for 21.1.2 fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately) 21.1.2.1 Anodised aluminium (anodised Kg 1500 598.6 897900 transparent or dyed to required shade 65 according to IS: 1868, Minimum anodic coating of grade AC 15) Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / 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): 21.3.1 With float glass panes of 4.0 mm thickness Sqm 242 1176.8 284785.6 66 (weight not less than 10kg/sqm) 26.0 NEW TECHNOLOGIES AND MATERIALS 26.41S NEW TECHNOLOGY ITEMS 26.72 Providing and laying 60mm thick factory Sqm 750 829.75 622312.5 made cement concrete paver block of approved shape and colour of M -30 grade made of C&D waste by block making 67 machine with vibratory compaction laid in required pattern and including over 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. Total 45557547.23 Item- 3 (Detailed for Boaring of Deep Tube Well) S No. Item No Description of Item Unit Qty Rate Amount 2.0 EARTH WORK 2.1S General CHAKRADHARPUR JHARKHAND DIVISION-GATI SHAKTI/SOUTH EASTERN R 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 1 2.8.1 All kinds of soil. cum 5 260.3 1301.5 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 3 7878.5 23635.5 derived from natural sources : 4 graded 2 stone aggregate 20 mm nominal size derived from natural sources) 4.1.6 1:3:6 (1 Cement : 3 coarse sand (zone-III) cum 3 7178.75 21536.25 derived from natural sources : 6 graded 3 stone aggregate 40 mm nominal size derived from natural sources) 5.0 REINFORCEMENT CEMENT CONCRETE 5.1S CAST IN SITU Providing and laying in position specified grade of reinforced cement concrete, 5.1 excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone- cum 2 9045.75 18091.5 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 5.9.3 Suspended floors, roofs, landings, Sqm 40 927.25 37090 5 balconies and access platform 5.22S STEEL REINFORCEMENT Steel reinforcement for R.C.C. work including straightening, cutting, bending, 5.22 placing in position and binding all complete upto plinth level. 5.22.6 Thermo-Mechanically Treated bars of Kg 1000 107.85 107850 6 grade Fe-500D or more. 6.0 MASONRY WORK 6.1S General 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 7132.25 35661.25 7 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 5 9105.95 45529.75 8 sand) 8.0 CLADDING WORK 8.1S General CHAKRADHARPUR JHARKHAND DIVISION-GATI SHAKTI/SOUTH EASTERN R 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 to edges to give high gloss finish etc. complete at all levels Granite stone slab colour black, 8.2.2 Cherry/Ruby red 9 8.2.2.1 Area of slab upto 0.50 sqm Sqm 50 5413.5 270675 10 8.2.2.2 Area of slab over 0.50 sqm Sqm 50 5136.3 256815 11.0 FLOORING 11.1S General Brick on edge flooring with bricks of class designation 7.5 on a bed of 12 mm 11.1 cement mortar, including filling the joints with same mortar, with common burnt clay non modular bricks: 11 11.1.2 1:6 (1cement : 6 coarse sand) Sqm 40 965.55 38622 13.0 FINISHING 13.1S CEMENT PLASTER (IN FINE SAND) 13.3 20 mm cement plaster of mix : 12 13.3.2 1:6 (1 cement: 6 fine sand) Sqm 60 450 27000 17.0 SANITARY INSTALLATIONS 17.1S General 17.29 Providing and fixing 100 mm sand cast Each 30 53.25 1597.5 13 Iron grating for gully trap. Providing and fixing soil, waste and vent 17.35 pipes : 17.35.1 100 mm dia 14 17.35.1.1 Sand cast iron S&S pipe as per IS: 1729 Metre 100 1151.9 115190 Providing and fixing plain bend of required 17.39 degree. 17.39.1 100 mm dia 15 17.39.1.1 Sand cast iron S&S as per IS - 1729 Each 20 470.45 9409 18.0 WATER SUPPLY 18.4S PP-R PIPES Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes confirming to IS:15801 UV stabilized & anti - microbial fusion welded, having thermal stability for hot & cold water supply, 18.6 including all PP - R plain & brass threaded polypropylene random fittings, including trenching, refilling & testing of joints complete as per direction of Engineer-in- Charge. External work 16 18.6.1 PN - 16 Pipe, 20mm OD (SDR-7.4) Metre 500 224.95 112475 17 18.6.2 PN - 16 Pipe, 25 mm OD (SDR-7.4) Metre 400 265.05 106020 18 18.6.3 PN - 16 Pipe, 32 mm OD (SDR-7.4) Metre 150 316.25 47437.5 19 18.6.4 PN - 16 Pipe, 40 mm OD (SDR-7.4) Metre 200 415.1 83020 20 18.6.6 PN - 10 Pipe, 63 mm OD (SDR-11) Metre 10920 597.75 6527430 18.7S C.P.V.C. PIPES CHAKRADHARPUR JHARKHAND DIVISION-GATI SHAKTI/SOUTH EASTERN R Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, and all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 18.7 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. ( Internal work - Exposed on wall ) 21 18.7.2 20 mm nominal dia Pipes Metre 100 335 33500 18.15S BRASS FITTINGS Providing and fixing brass bib cock of 18.15 approved quality : 22 18.15.2 20 mm nominal bore Each 40 379.2 15168 Providing and fixing gun metal gate valve 18.17 with C.I. wheel of approved quality (screwed end) : 23 18.17.1A 20 mm nominal bore Each 20 539.95 10799 24 18.17.4 50 mm nominal bore Each 10 1026.65 10266.5 C.I. SLUICE VALVES/ FIRE HYDRANTS & 18.31S FIXTURES 18.48 Providing and placing on terrace (at all Per 11000 11 121000 floor levels) polyethylene water storage Litre tank, IS : 12701 marked, with cover and 25 suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 23.0 RAIN WATER HARVESTING & TUBEWELLS 23.1S General Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ 23.1 bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in- charge, upto 90 metre depth below ground level. 23.1.2 Rocky strata including Boulders 26 23.1.2.1 300 mm dia Metre 450 1695.1 762795 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ 23.2 bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in- charge, beyond 90 metre & upto 150 metre depth below ground level. 23.2.2 Rocky strata including Boulders 27 23.2.2.1 300 mm dia Metre 150 1870.6 280590 Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to 23.3 IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. 28 23.3.3 200 mm nominal size dia Metre 450 1113.35 501007.5 CHAKRADHARPUR JHARKHAND DIVISION-GATI SHAKTI/SOUTH EASTERN R Total 9621512.75 Item- 4 ( Details for Construction of 7m wide road ) S No. Item No Description of Item Unit Qty Rate Amount 2.0 EARTH WORK 2.1S General Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in 2.6 depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. 1 2.6.1 All kinds of soil cum 1405 177.5 249387.5 2.25A Excavating, supplying and filling of local cum 180 700.5 126090 earth (including royalty) by mechanical transport upto a lead of 5km also including 2 ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. 2.27 Supplying and filling in plinth with sand cum 7.2 2123.75 15291 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 : 4.1.2 1:1 1/2:3 (1 Cement: 1 1/2 coarse sand cum 20 8340.85 166817 (zone-III) derived from natural sources : 3 4 graded stone aggregate 20 mm nominal size derived from natural sources) 4.1.3 1:2:4 (1 cement : 2 coarse sand (zone-III) cum 7.2 7878.5 56725.2 derived from natural sources : 4 graded 5 stone aggregate 20 mm nominal size derived from natural sources) 4.1.5 1:3:6 (1 Cement : 3 coarse sand (zone-III) cum 502.5 7294.7 3665586.75 derived from natural sources : 6 graded 6 stone aggregate 20 mm nominal size derived from natural sources) Centering and shuttering including 4.3 strutting, propping etc. and removal of form work for : 7 4.3.1 Foundations, footings, bases for columns Sqm 27 392.15 10588.05 4.10S DAMP-PROOF COURSE 4.11 Providing and laying damp-proof course Sqm 22.5 495.75 11154.38 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived 8 from natural sources : 4 graded stone aggregate 20mm nominal size derived from natural sources). 5.0 REINFORCEMENT CEMENT CONCRETE 5.1S CAST IN SITU Providing and laying in position specified grade of reinforced cement concrete, 5.1 excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone- cum 107 9045.75 967895.25 III) derived from natural sources : 3 graded 9 stone aggregate 20 mm nominal size derived from natural sources) CHAKRADHARPUR JHARKHAND DIVISION-GATI SHAKTI/SOUTH EASTERN R 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 7.2 10852.95 78141.24 III) derived from natural sources : 3 graded 10 stone aggregate 20 mm nominal size derived from natural sources) 5.3 Reinforced cement concrete work in cum 27 11505.5 310648.5 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 11 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 1520 392.15 596068 12 etc. for mass concrete 5.9.3 Suspended floors, roofs, landings, Sqm 180 927.25 166905 13 balconies and access platform 5.9.5 Lintels, beams, plinth beams, girders, Sqm 387 736.4 284986.8 14 bressummers and cantilevers 5.9.6 Columns, Pillars, Piers, Abutments, Posts Sqm 90 961.3 86517 15 and Struts 5.12S PRE-CAST RCC 5.12 Providing, hoisting and fixing above plinth cum .9 10585.9 9527.31 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 16 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). 5.22S STEEL REINFORCEMENT Steel reinforcement for R.C.C. work including straightening, cutting, bending, 5.22 placing in position and binding all complete upto plinth level. 5.22.6 Thermo-Mechanically Treated bars of Kg 9450 107.85 1019182.5 17 grade Fe-500D or more. Steel reinforcement for R.C.C. work including straightening, cutting, bending, 5.22A placing in position and binding all complete above plinth level. 5.22A.6 Thermo-Mechanically Treated bars of Kg 4950 107.85 533857.5 18 grade Fe-500D or more. 6.0 MASONRY WORK 6.1S General CHAKRADHARPUR JHARKHAND DIVISION-GATI SHAKTI/SOUTH EASTERN R 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 10.8 7132.25 77028.3 19 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 45 9105.95 409767.75 20 sand) 9.0 WOOD AND P.V.C. WORK 9.105S GYPSUM BOARD PARTITIONS Providing and fixing bright /matt finished Stainless Steel handles of approved 9.165 quality & make with necessary screws etc all complete. 21 9.165.1 125 mm Each 3.6 119.2 429.12 10.0 STEEL WORK 10.1S General 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 378 172.6 65242.8 22 railings, brackets, gates and similar works 11.0 FLOORING 11.1S General Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of 11.3 neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 11.3.1 40 mm thick with 20 mm nominal size Sqm 157.5 614.2 96736.5 23 stone aggregate 12.0 ROOFING 12.37S RAIN WATER SPOUT AND PIPE 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. 24 12.41.2 110 mm diameter Metre 18 377.4 6793.2 13.0 FINISHING 13.1S CEMENT PLASTER (IN FINE SAND) 13.1 12 mm cement plaster of mix : 25 13.1.1 1:4 (1 cement: 4 fine sand) Sqm 189 347.05 65592.45 13.4S CEMENT PLASTER (IN COARSE SAND) 15 mm cement plaster on rough side of 13.5 single or half brick wall of mix: 26 13.5.2 1:6 (1 cement: 6 coarse sand) Sqm 180 395.35 71163 13.20S PEBBLE DASH PLASTER 13.26 Providing and applying plaster of paris Sqm 189 262.7 49650.3 putty of 2 mm thickness over plastered 27 surface to prepare the surface even and smooth complete. 13.37S INTERIOR FINISHING CHAKRADHARPUR JHARKHAND DIVISION-GATI SHAKTI/SOUTH EASTERN R Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of 13.41 approved manufacturer and of required shade and colour all complete to achieve even shade and colour : 13.41.1 New work (two or more coats) over and Sqm 189 185.65 35087.85 including water thinnable priming coat 28 with cement primer having VOC content less than 50 gram/litre 13.44S EXTERIOR FINISHING Finishing walls with water proofing cement 13.44 paint of required shade : 13.44.1 New work (Two or more coats applied @ Sqm 180 116.9 21042 29 3.84 kg/10 sqm) Finishing with Deluxe Multi surface paint system for interiors and exteriors using 13.48 Primer as per manufacturers specifications : 13.48.3 Painting Steel work with Deluxe Multi Sqm 45 170.7 7681.5 Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm 30 over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture 16.0 ROAD WORK 16.1S ROADS 16.1 Preparation and consolidation of sub grade Sqm 15220 218.9 3331658 with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to 31 camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres. 16.3 Supplying and stacking at site. 32 16.3.1 90 mm to 45 mm size stone aggregate cum 165 2098.4 346236 33 16.3.2 63 mm to 45 mm size stone aggregate cum 165 1636.05 269948.25 34 16.3.10 Moorum cum 35 768.25 26888.75 16.4 Laying, spreading and compacting stone cum 360 1046.95 376902 aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in 35 stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density . 16.9 Scarifying metalled (water-bound) road Sqm 3490 33.3 116217 surface including disposal of rubbish, lead upto 50 m and consolidation of the 36 aggregate received from scarifying with power road roller of 8 to 10 tonne capacity. 16.25S SURFACE DRESSING 16.25 Surface dressing on new surface with Sqm 3490 225.35 786471.5 paving bitumen of grade VG - 10 of approved quality using 2.25 kg of bitumen per sqm with 1.65 cum of stone chippings 37 13.2 mm nominal size per 100 sqm of road surface, including consolidation with road roller of 6 to 8 tonne capacity etc. complete: CHAKRADHARPUR JHARKHAND DIVISION-GATI SHAKTI/SOUTH EASTERN R 16.26 Surface dressing on new surface in two Sqm 6000 311.85 1871100 coats with bitumen of grade VG -10 of approved quality using 1.8 kg of bitumen per sqm with 1.5 cum of stone chippings 13.2 mm nominal size per 100 sqm of road surface for first coat and 1.1 kg. of 38 bitumen per sqm with 1.00 cu. metre of stone chippings 11.2 mm nominal size per 100 sqm of road surface for second coat, including consolidation of each coat separately with road roller of 6 to 8 tonne capacity etc. complete. 16.30S PREMIX CARPET Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying 16.30 the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications : 39 16.30.1 On W.B.M. @ 0.75 Kg / sqm Sqm 3490 60.5 211145 Providing and laying Bitumen Penetration Macadam with hard stone aggregate of quality, size and grading as specified, with bitumen of suitable penetration grade, including required key aggregate as specified, spreading coarse aggregate with the help of self propelled/ tipper tail 16.36 mounted aggregate spreader and applying bitumen by a pressure distributor and then spreading key aggregate with the help of aggregate spreader complete, including consolidation with road roller of minimum 8 to 10 tonne capacity to achieve specified values of compaction and surface accuracy : 16.36.1 For 50 mm compacted thickness using Sqm 6000 505.65 3033900 coarse aggregate of size 50-20 mm graded @ 0.60 cum per 10 sqm key 40 aggregate of size 12.5 mm graded @ 0.15 cum per 10 sqm. With paving asphalt grade VG - 10 @ 50 kg/ 10 sqm. Providing and laying bitumen mastic wearing course (as per specifications) with industrial bitumen of grade 85/25 conforming to IS : 702, prepared by using mastic cooker and laid to required level and slope, including providing antiskid surface with bitumen precoated fine grained hard stone chipping of approved 16.37 size at the rate of 0.005 cum per 10 sqm and at approximate spacing of10 cm centre to centre in both directions, pressed into surface protruding 1 mm to 4 mm over mastic surface, including cleaning the surface, removal of debris etc. all complete. (Considering bitumen using 10.2% as per MORTH specification). 41 16.37.1 25 mm thick Sqm 3490 854.15 2980983.5 16.40S SEAL COAT CHAKRADHARPUR JHARKHAND DIVISION-GATI SHAKTI/SOUTH EASTERN R 16.41 Providing and laying seal coat over Sqm 6000 130.85 785100 prepared surface of road with bitumen heated in bitumen boiler fitted with the spray set spraying using 98 kg of bitumen of grade VG - 10 and blinding surface with 42 0.90 cum of stone aggregate of 6.7 mm size (Passing 11.2 mm sieve and retained on 2.36 mm sieve) per 100 sqm of road surface, including rolling and finishing with power road roller all complete.. 16.42S CONCRETE PAVEMENTS Providing and laying design mix cement concrete of M-30 grade, in roads/taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved and specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, 16.43 levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction and longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately). 16.43.1 Cement concrete prepared with batch cum 1843.5 10529.35 19410856.73 43 mixing machine 16.47S PAINTING AREA/RUNWAY MARKING Painting road surface marking with adequate nos of coats to give uniform finish with ready mixed road marking paint conforming to IS : 164, on 16.48 bituminous surface in white/yellow shade, including cleaning the surface of all dirt, scales, oil, grease and foreign material etc. complete. 44 16.48.1 New work (Two or more coats) Sqm 160 288.9 46224 16.49S MISCELLANEOUS 16.62 Providing and applying 2.5 mm thick road Sqm 233 747.8 174237.4 marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and 45 profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. CHAKRADHARPUR JHARKHAND DIVISION-GATI SHAKTI/SOUTH EASTERN R 16.68 Providing and laying 60mm thick factory Sqm 2198 972 2136456 made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & 46 shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. 16.69 Providing and laying at or near ground cum 41.5 10117.6 419880.4 level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints 47 except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform 16.78 layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. 16.78.1 With material conforming to Grade-I (size cum 3634 2784 10117056 48 range 75 mm to 0.075 mm) having CBR Value-30 26.0 NEW TECHNOLOGIES AND MATERIALS 26.41S NEW TECHNOLOGY ITEMS 26.72 Providing and laying 60mm thick factory Sqm 45 829.75 37338.75 made cement concrete paver block of approved shape and colour of M -30 grade made of C&D waste by block making 49 machine with vibratory compaction laid in required pattern and including over 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. Total 55740183.03 Item- 5 ( Green Patches and landscaping) S No. Item No Description of Item Unit Qty Rate Amount 2.0 EARTH WORK 2.1S General Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan 2.1 including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: 1 2.1.1 All kinds of soil Sqm 152 129.85 19737.2 CHAKRADHARPUR JHARKHAND DIVISION-GATI SHAKTI/SOUTH EASTERN R Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in 2.6 depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. 2 2.6.1 All kinds of soil cum 475 177.5 84312.5 2.25 Filling available excavated earth cum 285 196 55860 (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 3 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. 2.25A Excavating, supplying and filling of local cum 170 700.5 119085 earth (including royalty) by mechanical transport upto a lead of 5km also including 4 ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. 2.27 Supplying and filling in plinth with sand cum 38 2123.75 80702.5 5 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 : 4.1.2 1:1 1/2:3 (1 Cement: 1 1/2 coarse sand cum 28.5 8340.85 237714.23 (zone-III) derived from natural sources : 3 6 graded stone aggregate 20 mm nominal size derived from natural sources) 5.0 REINFORCEMENT CEMENT CONCRETE 5.1S CAST IN SITU Providing and laying in position specified grade of reinforced cement concrete, 5.1 excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone- cum 28.5 9045.75 257803.88 III) derived from natural sources : 3 graded 7 stone aggregate 20 mm nominal size derived from natural sources) 26.0 NEW TECHNOLOGIES AND MATERIALS 26.41S NEW TECHNOLOGY ITEMS 26.72 Providing and laying 60mm thick factory Sqm 447.5 829.75 371313.13 made cement concrete paver block of approved shape and colour of M -30 grade made of C&D waste by block making 8 machine with vibratory compaction laid in required pattern and including over 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. Total 1226528.44 Item- 6 (Parking Area) S No. Item No Description of Item Unit Qty Rate Amount 2.0 EARTH WORK 2.1S General CHAKRADHARPUR JHARKHAND DIVISION-GATI SHAKTI/SOUTH EASTERN R Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan 2.1 including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: 1 2.1.1 All kinds of soil Sqm 400 129.85 51940 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in 2.6 depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. 2 2.6.1 All kinds of soil cum 250 177.5 44375 2.25A Excavating, supplying and filling of local cum 16743 700.5 11728471.5 earth (including royalty) by mechanical transport upto a lead of 5km also including 3 ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. 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 : 4.1.3 1:2:4 (1 cement : 2 coarse sand (zone-III) cum 50 7878.5 393925 derived from natural sources : 4 graded 4 stone aggregate 20 mm nominal size derived from natural sources) 4.1.5 1:3:6 (1 Cement : 3 coarse sand (zone-III) cum 973 7294.7 7097743.1 derived from natural sources : 6 graded 5 stone aggregate 20 mm nominal size derived from natural sources) Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, 4.2 parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing: 4.2.3 1:2:4 (1 Cement : 2 coarse sand (zone-III) cum 1010 9895.2 9994152 derived from natural sources : 4 graded 6 stone aggregate 20 mm nominal size derived from natural sources) 6.0 MASONRY WORK 6.1S General 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 18 7132.25 128380.5 7 sand) 16.0 ROAD WORK 16.30S PREMIX CARPET CHAKRADHARPUR JHARKHAND DIVISION-GATI SHAKTI/SOUTH EASTERN R Providing and laying bitumen mastic wearing course (as per specifications) with industrial bitumen of grade 85/25 conforming to IS : 702, prepared by using mastic cooker and laid to required level and slope, including providing antiskid surface with bitumen precoated fine grained hard stone chipping of approved 16.37 size at the rate of 0.005 cum per 10 sqm and at approximate spacing of10 cm centre to centre in both directions, pressed into surface protruding 1 mm to 4 mm over mastic surface, including cleaning the surface, removal of debris etc. all complete. (Considering bitumen using 10.2% as per MORTH specification). 8 16.37.2 40 mm thick Sqm 420 1365.5 573510 16.42S CONCRETE PAVEMENTS Providing and laying design mix cement concrete of M-30 grade, in roads/taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved and specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, 16.43 levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction and longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately). 16.43.1 Cement concrete prepared with batch cum 600 10529.35 6317610 9 mixing machine 16.49S MISCELLANEOUS 16.68 Providing and laying 60mm thick factory Sqm 500 972 486000 made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & 10 shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform 16.78 layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. 16.78.1 With material conforming to Grade-I (size cum 2719 2784 7569696 11 range 75 mm to 0.075 mm) having CBR Value-30 CHAKRADHARPUR JHARKHAND DIVISION-GATI SHAKTI/SOUTH EASTERN R Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, 16.91 compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer- in-Charge. 16.91.2 80 mm thick C.C. paver block of M-30 Sqm 64.8 1091.5 70729.2 12 grade with approved color design and pattern. Total 44456532.30 Item- 7 ( Pathway 3m wide & Boulder pitching) S No. Item No Description of Item Unit Qty Rate Amount 2.0 EARTH WORK 2.1S General Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan 2.1 including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: 1 2.1.1 All kinds of soil Sqm 3000 129.85 389550 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in 2.6 depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. 2 2.6.1 All kinds of soil cum 180 177.5 31950 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 : 4.1.5 1:3:6 (1 Cement : 3 coarse sand (zone-III) cum 105 7294.7 765943.5 derived from natural sources : 6 graded 3 stone aggregate 20 mm nominal size derived from natural sources) 16.0 ROAD WORK 16.1S ROADS 16.1 Preparation and consolidation of sub grade Sqm 1050 218.9 229845 with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to 4 camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres. 16.49S MISCELLANEOUS CHAKRADHARPUR JHARKHAND DIVISION-GATI SHAKTI/SOUTH EASTERN R 16.68 Providing and laying 60mm thick factory Sqm 1050 972 1020600 made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & 5 shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. 16.69 Providing and laying at or near ground cum 21 10117.6 212469.6 level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints 6 except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). 16.72 Supplying and stacking of hard stone (for cum 1288 995.85 1282654.8 7 stone pitching) 22.5 cm thick at site. 16.73 Dry stone pitching 22.5 cm thick laid in Sqm 5600 659.05 3690680 courses and required profile with hammer dressed stones having no side less than 15 8 cm, with minimum depth of 20 cm including preparing the bedding surface etc. all complete. (Payment for Stone to be made separately). Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform 16.78 layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. 16.78.1 With material conforming to Grade-I (size cum 105 2784 292320 9 range 75 mm to 0.075 mm) having CBR Value-30 19.0 DRAINAGE 19.1S STONE WARE PIPES AND FITTINGS Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of 19.35 cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete 10 19.35.1 450 mm dia RCC pipes. Metre 300 2676.55 802965 Total 8718977.90 Item- 8 (fly ash brick work boundary wall 150 m) S No. Item No Description of Item Unit Qty Rate Amount 2.0 EARTH WORK 2.1S General CHAKRADHARPUR JHARKHAND DIVISION-GATI SHAKTI/SOUTH EASTERN R 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 1 2.8.1 All kinds of soil. cum 41.81 260.3 10883.14 2.27 Supplying and filling in plinth with sand cum 2.06 2123.75 4374.93 2 under floors, including watering, ramming, consolidating and dressing complete. Surface dressing of the ground including removing vegetation and in-equalities not 2.28 exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. 3 2.28.1 All kinds of soil Sqm 141.52 34.15 4832.91 2.32 Clearing grass and removal of the rubbish Sqm 1342.5 8.95 12015.38 4 up to a distance of 50 m outside the periphery of the area cleared. 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 8.36 7878.5 65864.26 derived from natural sources : 4 graded 5 stone aggregate 20 mm nominal size derived from natural sources) Centering and shuttering including 4.3 strutting, propping etc. and removal of form work for : 6 4.3.1 Foundations, footings, bases for columns Sqm 99.71 392.15 39101.28 4.3.3 Columns, piers, abutments, pillars, posts Sqm 180.12 961.3 173149.36 7 and struts 5.0 REINFORCEMENT CEMENT CONCRETE 5.1S CAST IN SITU Providing and laying in position specified grade of reinforced cement concrete, 5.1 excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 5.1.3 1:2:4 (1 cement : 2 coarse sand (zone-III) cum 17.9 8583.4 153642.86 derived from natural sources : 4 graded 8 stone aggregate 20 mm nominal size derived from natural sources) 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 13.43 10852.95 145755.12 III) derived from natural sources : 3 graded 9 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 CHAKRADHARPUR JHARKHAND DIVISION-GATI SHAKTI/SOUTH EASTERN R 5.9.5 Lintels, beams, plinth beams, girders, Sqm 199.42 736.4 146852.89 10 bressummers and cantilevers 5.22S STEEL REINFORCEMENT Steel reinforcement for R.C.C. work including straightening, cutting, bending, 5.22 placing in position and binding all complete upto plinth level. 5.22.6 Thermo-Mechanically Treated bars of Kg 1790 107.85 193051.5 11 grade Fe-500D or more. 6.0 MASONRY WORK 6.1S General 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 26.85 7132.25 191500.91 12 sand) 6.26S EXPOSED BRICK WALL Brick work with clay flyash F.P.S. (non modular) brick of class designation 7.5 in 6.32 superstructure above plinth level up to floor five level in : 6.32.2 Cement mortar 1:6 (1 cement : 6 coarse cum 134.25 9095.05 1221010.46 13 sand) 10.0 STEEL WORK 10.1S General 10.2 Structural steel work riveted, bolted or Kg 4502.97 133.7 602047.09 welded in built up sections, trusses and framed work, including cutting, hoisting, 14 fixing in position and applying a priming coat of approved steel primer all 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 581.75 333.35 193926.36 15 mm cement plaster on the rough side 13.2 of single or half brick wall of mix : 16 13.2.2 1:6 (1 cement: 6 fine sand) Sqm 581.75 383 222810.25 13.37S INTERIOR FINISHING Colour washing such as green, blue or buff 13.39 to give an even shade : 13.39.1 New work (two or more coats) with a base Sqm 1253 53.3 66784.9 17 coat of white washing with lime 13.44S EXTERIOR FINISHING Painting with synthetic enamel paint of 13.61 approved brand and manufacture to give an even shade : 18 13.61.1 Two or more coats on new work Sqm 192.98 155.9 30085.58 16.0 ROAD WORK 16.49S MISCELLANEOUS CHAKRADHARPUR JHARKHAND DIVISION-GATI SHAKTI/SOUTH EASTERN R 16.53 Providing and fixing concertina coil fencing Metre 385.97 375.8 145047.53 with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain 19 horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in- charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick)and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately) Total 3622736.71 Item- 9 (boundary wall , Platform Surfacing) S No. Item No Description of Item Unit Qty Rate Amount 2.0 EARTH WORK 2.1S General Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in 2.6 depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. 1 2.6.1 All kinds of soil cum 228 177.5 40470 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, for all lift, 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 162 260.3 42168.6 2.25 Filling available excavated earth cum 70 196 13720 (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 3 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. 2.27 Supplying and filling in plinth with sand cum 22 2123.75 46722.5 4 under floors, including watering, ramming, consolidating and dressing complete. Surface dressing of the ground including removing vegetation and in-equalities not 2.28 exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. 5 2.28.1 All kinds of soil Sqm 270 34.15 9220.5 2.32 Clearing grass and removal of the rubbish Sqm 540 8.95 4833 6 up to a distance of 50 m outside the periphery of the area cleared. 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 : CHAKRADHARPUR JHARKHAND DIVISION-GATI SHAKTI/SOUTH EASTERN R 4.1.3 1:2:4 (1 cement : 2 coarse sand (zone-III) cum 5.4 7878.5 42543.9 derived from natural sources : 4 graded 7 stone aggregate 20 mm nominal size derived from natural sources) 4.1.5 1:3:6 (1 Cement : 3 coarse sand (zone-III) cum 17 7294.7 124009.9 derived from natural sources : 6 graded 8 stone aggregate 20 mm nominal size derived from natural sources) Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, 4.2 parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing: 4.2.3 1:2:4 (1 Cement : 2 coarse sand (zone-III) cum 47 9895.2 465074.4 derived from natural sources : 4 graded 9 stone aggregate 20 mm nominal size derived from natural sources) Centering and shuttering including 4.3 strutting, propping etc. and removal of form work for : 10 4.3.1 Foundations, footings, bases for columns Sqm 108 392.15 42352.2 4.3.3 Columns, piers, abutments, pillars, posts Sqm 13.5 961.3 12977.55 11 and struts 4.5S CEMENT CONCRETE PRECAST Providing and fixing at or near ground level precast cement concrete in kerbs, edgings etc. as per approved pattern and 4.6 setting in position with cement mortar 1:3 (1 Cement : 3 coarse sand), including the cost of required centering, shuttering complete. 4.6.1 1:1 1/2:3 (1 Cement: 1 1/2 coarse sand cum 8 8726.85 69814.8 (zone-III) derived from natural sources: 3 12 graded stone aggregate 20 mm nominal size derived from natural sources). 4.10S DAMP-PROOF COURSE 4.13 Providing & applying a coat of residual Sqm 10.5 146.15 1534.58 petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg per square 13 metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. 5.0 REINFORCEMENT CEMENT CONCRETE 5.1S CAST IN SITU Providing and laying in position specified grade of reinforced cement concrete, 5.1 excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone- cum 20 9045.75 180915 III) derived from natural sources : 3 graded 14 stone aggregate 20 mm nominal size derived from natural sources) 5.1.3 1:2:4 (1 cement : 2 coarse sand (zone-III) cum 22.5 8583.4 193126.5 derived from natural sources : 4 graded 15 stone aggregate 20 mm nominal size derived from natural sources) CHAKRADHARPUR JHARKHAND DIVISION-GATI SHAKTI/SOUTH EASTERN R 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 53.5 10852.95 580632.83 III) derived from natural sources : 3 graded 16 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 607 392.15 238035.05 17 etc. for mass concrete 5.9.5 Lintels, beams, plinth beams, girders, Sqm 227.5 736.4 167531 18 bressummers and cantilevers 5.9.6 Columns, Pillars, Piers, Abutments, Posts Sqm 304 961.3 292235.2 19 and Struts 5.12S PRE-CAST RCC 5.12 Providing, hoisting and fixing above plinth cum 64.5 10585.9 682790.55 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 20 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). 5.22S STEEL REINFORCEMENT Steel reinforcement for R.C.C. work including straightening, cutting, bending, 5.22 placing in position and binding all complete upto plinth level. 5.22.6 Thermo-Mechanically Treated bars of Kg 4480 107.85 483168 21 grade Fe-500D or more. Steel reinforcement for R.C.C. work including straightening, cutting, bending, 5.22A placing in position and binding all complete above plinth level. 5.22A.6 Thermo-Mechanically Treated bars of Kg 8600 107.85 927510 22 grade Fe-500D or more. 6.0 MASONRY WORK 6.1S General 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 15 7132.25 106983.75 23 sand) 6.26S EXPOSED BRICK WALL Brick work with clay flyash F.P.S. (non modular) brick of class designation 7.5 in 6.32 superstructure above plinth level up to floor five level in : 6.32.2 Cement mortar 1:6 (1 cement : 6 coarse cum 252.2 9095.05 2293771.61 24 sand) 11.0 FLOORING 11.16S TILE FLOORING CHAKRADHARPUR JHARKHAND DIVISION-GATI SHAKTI/SOUTH EASTERN R Chequered precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with 11.20 pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). 25 11.20.1 Light shade pigment using white cement Sqm 21 1402 29442 11.26S KOTA STONE FLOORING Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with 11.26 pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 26 11.26.1 25 mm thick Sqm 70 1948.25 136377.5 13.0 FINISHING 13.1S CEMENT PLASTER (IN FINE SAND) 15 mm cement plaster on the rough side 13.2 of single or half brick wall of mix : 27 13.2.2 1:6 (1 cement: 6 fine sand) Sqm 2625 383 1005375 13.37S INTERIOR FINISHING Colour washing such as green, blue or buff 13.39 to give an even shade : 13.39.1 New work (two or more coats) with a base Sqm 810 53.3 43173 28 coat of white washing with lime 13.44S EXTERIOR FINISHING Finishing walls with water proofing cement 13.44 paint of required shade : 13.44.1 New work (Two or more coats applied @ Sqm 1815 116.9 212173.5 29 3.84 kg/10 sqm) 16.0 ROAD WORK 16.49S MISCELLANEOUS 16.53 Providing and fixing concertina coil fencing Metre 135 375.8 50733 with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain 30 horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in- charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick)and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately) Total 8539415.42 Item- 10 (RCC BOX extension , RCC covered drain & Side drain) S No. Item No Description of Item Unit Qty Rate Amount 2.0 EARTH WORK 2.1S General Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in 2.6 depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. CHAKRADHARPUR JHARKHAND DIVISION-GATI SHAKTI/SOUTH EASTERN R 1 2.6.1 All kinds of soil cum 8143.32 177.5 1445439.3 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 : 4.1.2 1:1 1/2:3 (1 Cement: 1 1/2 coarse sand cum 513 8340.85 4278856.05 (zone-III) derived from natural sources : 3 2 graded stone aggregate 20 mm nominal size derived from natural sources) 4.1.5 1:3:6 (1 Cement : 3 coarse sand (zone-III) cum 137 7294.7 999373.9 derived from natural sources : 6 graded 3 stone aggregate 20 mm nominal size derived from natural sources) 4.1.6 1:3:6 (1 Cement : 3 coarse sand (zone-III) cum 22.5 7178.75 161521.88 derived from natural sources : 6 graded 4 stone aggregate 40 mm nominal size derived from natural sources) 4.1.8 1:4:8 (1 Cement : 4 coarse sand (zone-III) cum 31.5 6812 214578 derived from natural sources : 8 graded 5 stone aggregate 40 mm nominal size derived from natural sources) 5.0 REINFORCEMENT CEMENT CONCRETE 5.1S CAST IN SITU Providing and laying in position specified grade of reinforced cement concrete, 5.1 excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone- cum 2853 9045.75 25807524.75 III) derived from natural sources : 3 graded 6 stone aggregate 20 mm nominal size derived from natural sources) 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 1367.4 10852.95 14840323.83 III) derived from natural sources : 3 graded 7 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 18597 392.15 7292813.55 8 etc. for mass concrete 5.9.2 Walls (any thickness) including attached Sqm 2895 842.5 2439037.5 9 pilasters, buttresses, plinth and string courses etc. 5.22S STEEL REINFORCEMENT Steel reinforcement for R.C.C. work including straightening, cutting, bending, 5.22 placing in position and binding all complete upto plinth level. 5.22.6 Thermo-Mechanically Treated bars of Kg 247290 107.85 26670226.5 10 grade Fe-500D or more. CHAKRADHARPUR JHARKHAND DIVISION-GATI SHAKTI/SOUTH EASTERN R Steel reinforcement for R.C.C. work including straightening, cutting, bending, 5.22A placing in position and binding all complete above plinth level. 5.22A.6 Thermo-Mechanically Treated bars of Kg 70450 107.85 7598032.5 11 grade Fe-500D or more. Total 91747727.76 Item- 11 (Concourse area & face uplifting ) S No. Item No Description of Item Unit Qty Rate Amount 2.0 EARTH WORK 2.1S General Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in 2.6 depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. 1 2.6.1 All kinds of soil cum 507.5 177.5 90081.25 2.27 Supplying and filling in plinth with sand cum 45.63 2123.75 96906.71 2 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 : 4.1.3 1:2:4 (1 cement : 2 coarse sand (zone-III) cum 165.25 7878.5 1301922.13 derived from natural sources : 4 graded 3 stone aggregate 20 mm nominal size derived from natural sources) 5.0 REINFORCEMENT CEMENT CONCRETE 5.1S CAST IN SITU Providing and laying in position specified grade of reinforced cement concrete, 5.1 excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone- cum 9.8 9045.75 88648.35 III) derived from natural sources : 3 graded 4 stone aggregate 20 mm nominal size derived from natural sources) 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 11.7 10852.95 126979.52 III) derived from natural sources : 3 graded 5 stone aggregate 20 mm nominal size derived from natural sources) 5.22S STEEL REINFORCEMENT Steel reinforcement for R.C.C. work including straightening, cutting, bending, 5.22 placing in position and binding all complete upto plinth level. 5.22.6 Thermo-Mechanically Treated bars of Kg 1067.5 107.85 115129.88 6 grade Fe-500D or more. CHAKRADHARPUR JHARKHAND DIVISION-GATI SHAKTI/SOUTH EASTERN R Steel reinforcement for R.C.C. work including straightening, cutting, bending, 5.22A placing in position and binding all complete above plinth level. 5.22A.6 Thermo-Mechanically Treated bars of Kg 300 107.85 32355 7 grade Fe-500D or more. 6.0 MASONRY WORK 6.1S General 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 38.25 7132.25 272808.56 8 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 24.5 9105.95 223095.78 9 sand) 8.0 CLADDING WORK 8.1S General Stone work (machine cut edges) for wall lining etc. (veneer work) upto10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including 8.14 pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) : Red sand stone - Exposed face machine 8.14.2 cut and table rubbed with rough backing. 10 8.14.2.5 30 mm thick Sqm 832.5 7515.8 6256903.5 10.0 STEEL WORK 10.1S General 10.28 Providing and fixing stainless steel ( Grade Kg 3975 772.4 3070290 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, including fixing the railing with necessary accessories & 11 stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). 11.0 FLOORING 11.41S VITRIFIED FLOOR TILES CHAKRADHARPUR JHARKHAND DIVISION-GATI SHAKTI/SOUTH EASTERN R Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement 11.55 : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge : 11.55.1 Flamed finish granite stone slab Jet Black, Sqm 342.5 3186.7 1091444.75 12 Cherry Red, Elite Brown, Cat Eye or equivalent. 13.0 FINISHING 13.1S CEMENT PLASTER (IN FINE SAND) 15 mm cement plaster on the rough side 13.2 of single or half brick wall of mix : 13 13.2.2 1:6 (1 cement: 6 fine sand) Sqm 1960 383 750680 13.20S PEBBLE DASH PLASTER 13.26 Providing and applying plaster of paris Sqm 1237.5 262.7 325091.25 putty of 2 mm thickness over plastered 14 surface to prepare the surface even and smooth complete. 13.44S EXTERIOR FINISHING Painting with synthetic enamel paint of 13.61 approved brand and manufacture to give an even shade : 15 13.61.1 Two or more coats on new work Sqm 248 155.9 38663.2 Distempering with 1st quality acrylic distemper, having VOC (Volatile Organic Compound ) content less than 50 grams/ 13.81 litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour. 16 13.81.1 Old work (one or more coats) Sqm 624 62.7 39124.8 13.91 Removing dry or oil bound distemper, Sqm 614 25.15 15442.1 water proofing cement paint and the like by scrapping, sand papering and 17 preparing the surface smooth including necessary repairs to scratches etc. complete. Finishing walls with Premium Acrylic 13.112 Smooth exterior paint with Silicone additives of required shade 13.112.1 Old work (Two or more coats applied @ Sqm 1770 131.3 232401 18 1.43 ltr/ 10 sqm) over existing cement paint surface 16.0 ROAD WORK 16.30S PREMIX CARPET CHAKRADHARPUR JHARKHAND DIVISION-GATI SHAKTI/SOUTH EASTERN R Providing and laying bitumen mastic wearing course (as per specifications) with industrial bitumen of grade 85/25 conforming to IS : 702, prepared by using mastic cooker and laid to required level and slope, including providing antiskid surface with bitumen precoated fine grained hard stone chipping of approved 16.37 size at the rate of 0.005 cum per 10 sqm and at approximate spacing of10 cm centre to centre in both directions, pressed into surface protruding 1 mm to 4 mm over mastic surface, including cleaning the surface, removal of debris etc. all complete. (Considering bitumen using 10.2% as per MORTH specification). 19 16.37.2 40 mm thick Sqm 4225 1365.5 5769237.5 16.47S PAINTING AREA/RUNWAY MARKING Painting road surface marking with adequate nos of coats to give uniform finish with ready mixed road marking paint conforming to IS : 164, on 16.48 bituminous surface in white/yellow shade, including cleaning the surface of all dirt, scales, oil, grease and foreign material etc. complete. 20 16.48.1 New work (Two or more coats) Sqm 1882.5 288.9 543854.25 16.49S MISCELLANEOUS Manufacturing, supplying and fixing retro reflective overhead signage boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity and encapsulated lens type heat activated retro reflective sheeting conforming to type - III of ASTM-D-4956-01 as approved by Engineer-in-charge, letters, borders etc. as per IRC : 67-2001 in silver white with blue colour back ground and with high intensity grade, pasted on substrate by pressure sensitive adhesive backing which shall be activated by applying pressure conforming to class II of ASTM-D- 4956-01 and fixing the same to the plate of structural frame work by means of suitable sized aluminium alloys, rivets or 16.60 bolts & nuts @ 300 mm centre to centre all along the periphery as well as in two vertical rows along with theft resistant measures, including the cost of painting with two or more coats of epoxy paint in grey colour on the back side of aluminium sheet including appropriate priming coat. The rate includes the cost of rounding off the corners, lowering down the structural frame work from the gantry, fixing and erecting the same in position all complete as per drawings, specification and direction of the engineer-in-charge. (Structural frame work including M.S. plate to be provided separately. Rectangular area of the sheet only shall be measured for payment). 21 16.60.1 Overhead informatory road signage Sqm 347.5 5879.9 2043265.25 CHAKRADHARPUR JHARKHAND DIVISION-GATI SHAKTI/SOUTH EASTERN R 16.68 Providing and laying 60mm thick factory Sqm 863.75 972 839565 made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & 22 shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. 16.69 Providing and laying at or near ground cum 62.75 10117.6 634879.4 level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints 23 except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). Total 23998769.18 Item- 12 ( Construction of precast PSC segment boundary wall ) S No. Item No Description of Item Unit Qty Rate Amount 2.0 EARTH WORK 2.1S General Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in 2.6 depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. 1 2.6.1 All kinds of soil cum 5686 177.5 1009265 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 900 7878.5 7090650 derived from natural sources : 4 graded 2 stone aggregate 20 mm nominal size derived from natural sources) Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, 4.2 parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing: 4.2.3 1:2:4 (1 Cement : 2 coarse sand (zone-III) cum 3932.5 9895.2 38912874 derived from natural sources : 4 graded 3 stone aggregate 20 mm nominal size derived from natural sources) 5.0 REINFORCEMENT CEMENT CONCRETE 5.9S FORM WORK Centering and shuttering including 5.9 strutting, propping etc. and removal of form for CHAKRADHARPUR JHARKHAND DIVISION-GATI SHAKTI/SOUTH EASTERN R 5.9.1 Foundations, footings, bases of columns, Sqm 34116 392.15 13378589.4 4 etc. for mass concrete 5.12S PRE-CAST RCC 5.14 Providing, hoisting and fixing above plinth cum 533 18234.95 9719228.35 level up to floor five level precast reinforced cement concrete in mouldings as in cornices, windows sills etc, including setting in cement mortar 1:3 (1 cement : 3 coarse sand) cost of required centering, 5 shuttering 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). 5.22S STEEL REINFORCEMENT Steel reinforcement for R.C.C. work including straightening, cutting, bending, 5.22 placing in position and binding all complete upto plinth level. 5.22.6 Thermo-Mechanically Treated bars of Kg 50850 107.85 5484172.5 6 grade Fe-500D or more. 10.0 STEEL WORK 10.1S General 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 116500 172.6 20107900 7 railings, brackets, gates and similar works 16.0 ROAD WORK 16.15S FENCING Fencing with R.C.C. post placed at required distance, embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post one side only, provided with horizontal lines and two diagonals of barbed wire weighing 9.38 kg per 100 metres (minimum), 16.17 between the two posts fitted and fixed with G.I. staples on wooden plugs or G.I. binding wire tied to 6 mm bar nibs fixed while casting the post (cost of R.C.C. posts, struts, earth work and concrete to be paid for separately) :- Payment to be made per metre cost of total length of barbed wire used. 8 16.17.1 With G.I. barbed wire Metre 107980 14 1511720 Total 97214399.25 ( Construction of Fois office, store, Weigh bridge room RPF office, waiting hall, store, running room Item- 13 and others ) as Railways office. S No. Item No Description of Item Unit Qty Rate Amount 2.0 EARTH WORK 2.1S General Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in 2.6 depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. 1 2.6.1 All kinds of soil cum 393 177.5 69757.5 CHAKRADHARPUR JHARKHAND DIVISION-GATI SHAKTI/SOUTH EASTERN R 2.25 Filling available excavated earth cum 15 196 2940 (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 2 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. 2.25A Excavating, supplying and filling of local cum 8050 700.5 5639025 earth (including royalty) by mechanical transport upto a lead of 5km also including 3 ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. 2.27 Supplying and filling in plinth with sand cum 35 2123.75 74331.25 4 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 : 4.1.2 1:1 1/2:3 (1 Cement: 1 1/2 coarse sand cum 10 8340.85 83408.5 (zone-III) derived from natural sources : 3 5 graded stone aggregate 20 mm nominal size derived from natural sources) 4.1.3 1:2:4 (1 cement : 2 coarse sand (zone-III) cum 39 7878.5 307261.5 derived from natural sources : 4 graded 6 stone aggregate 20 mm nominal size derived from natural sources) 4.1.5 1:3:6 (1 Cement : 3 coarse sand (zone-III) cum 26 7294.7 189662.2 derived from natural sources : 6 graded 7 stone aggregate 20 mm nominal size derived from natural sources) Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, 4.2 parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing: 4.2.3 1:2:4 (1 Cement : 2 coarse sand (zone-III) cum 12 9895.2 118742.4 derived from natural sources : 4 graded 8 stone aggregate 20 mm nominal size derived from natural sources) Centering and shuttering including 4.3 strutting, propping etc. and removal of form work for : 9 4.3.1 Foundations, footings, bases for columns Sqm 35 392.15 13725.25 4.10S DAMP-PROOF COURSE 4.11 Providing and laying damp-proof course Sqm 9 495.75 4461.75 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived 10 from natural sources : 4 graded stone aggregate 20mm nominal size derived from natural sources). 5.0 REINFORCEMENT CEMENT CONCRETE 5.1S CAST IN SITU Providing and laying in position specified grade of reinforced cement concrete, 5.1 excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : CHAKRADHARPUR JHARKHAND DIVISION-GATI SHAKTI/SOUTH EASTERN R 5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone- cum 45 9045.75 407058.75 III) derived from natural sources : 3 graded 11 stone aggregate 20 mm nominal size derived from natural sources) 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 27 10852.95 293029.65 III) derived from natural sources : 3 graded 12 stone aggregate 20 mm nominal size derived from natural sources) 5.3 Reinforced cement concrete work in cum 38 11505.5 437209 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 13 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 277 392.15 108625.55 14 etc. for mass concrete 5.9.3 Suspended floors, roofs, landings, Sqm 1624 927.25 1505854 15 balconies and access platform 5.9.5 Lintels, beams, plinth beams, girders, Sqm 849 736.4 625203.6 16 bressummers and cantilevers 5.9.6 Columns, Pillars, Piers, Abutments, Posts Sqm 445 961.3 427778.5 17 and Struts 5.9.7 Stairs, (excluding landings) except spiral- Sqm 47 764.95 35952.65 18 staircases 5.22S STEEL REINFORCEMENT Steel reinforcement for R.C.C. work including straightening, cutting, bending, 5.22 placing in position and binding all complete upto plinth level. 5.22.6 Thermo-Mechanically Treated bars of Kg 21000 107.85 2264850 19 grade Fe-500D or more. Steel reinforcement for R.C.C. work including straightening, cutting, bending, 5.22A placing in position and binding all complete above plinth level. 5.22A.6 Thermo-Mechanically Treated bars of Kg 31050 107.85 3348742.5 20 grade Fe-500D or more. 5.33S DESIGN MIX CONCRETE CHAKRADHARPUR JHARKHAND DIVISION-GATI SHAKTI/SOUTH EASTERN R 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 5.33 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: 5.33.1 All works upto plinth level 5.33.1.1 Concrete of M25 grade with minimum cum 346 9504.75 3288643.5 21 cement content of 330 kg /cum All works above plinth level upto floor V 5.33.2 level 5.33.2.1 Concrete of M25 grade with minimum cum 286 9860.4 2820074.4 22 cement content of 330 kg /cum 6.0 MASONRY WORK 6.1S General 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 53.5 7132.25 381575.38 23 sand) Brick work with common burnt clay 6.2 modular bricks of class designation 7.5 in foundation and plinth in: 6.2.2 Cement Mortar 1:6 (1 cement : 6 coarse cum 12 6295.15 75541.8 24 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 : 6.4.1 Cement mortar 1:4 (1 cement : 4 coarse cum 6 9344.35 56066.1 25 sand) 6.4.2 Cement mortar 1:6 (1 cement : 6 coarse cum 490 9105.95 4461915.5 26 sand) 6.12S HALF BRICK MASONRY Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class 6.12 designation 7.5 in foundations and plinth in : 6.12.2 cement mortar 1:4 (1 cement : 4 coarse Sqm 115 905.05 104080.75 27 sand) 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 303 1123.8 340511.4 28 sand) 8.0 CLADDING WORK 8.1S General CHAKRADHARPUR JHARKHAND DIVISION-GATI SHAKTI/SOUTH EASTERN R 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 to edges to give high gloss finish etc. complete at all levels Raj Nagar Plain white marble/ Udaipur 8.2.1 green marble/ Zebra black marble 29 8.2.1.1 Area of slab upto 0.50 sqm Sqm 5 3414.8 17074 30 8.2.1.2 Area of slab over 0.50 sqm Sqm 5 3078.4 15392 Granite stone slab colour black, 8.2.2 Cherry/Ruby red 31 8.2.2.2 Area of slab over 0.50 sqm Sqm 21 5136.3 107862.3 Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., 8.3 including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. 32 8.3.2 Granite work Metre 4 510.95 2043.8 8.20S STONE WORK DRY CLADDING 8.31 Providing and fixing Ist quality ceramic Sqm 75 1267.95 95096.25 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 33 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 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 Sqm 87 3473.85 302224.95 34 Stainless Steel butt hinges with necessary screws 9.20.2 30 mm thick including ISI marked Sqm 8 3167.95 25343.6 35 Stainless Steel butt hinges with necessary screws 9.40S MISCELLANEOUS-WOOD WORK Providing and fixing nickel plated M.S. pipe 9.47 curtain rods with nickel plated brackets : 36 9.47.2 25 mm dia (heavy type) Metre 8 186.4 1491.2 Providing and fixing M.S. grills of required pattern in frames of windows etc. with 9.48 M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. 37 9.48.1 Fixed to steel windows by welding Kg 240 219.1 52584 CHAKRADHARPUR JHARKHAND DIVISION-GATI SHAKTI/SOUTH EASTERN R 9.55S BRIGHT FINISHED M.S. FITTINGS Providing and fixing ISI marked IS:1341 9.55 M.S. pressed butt hinges bright finished with necessary screws etc. complete : 38 9.55.1 125x65x2.12 mm Each 15 53 795 9.70S STAINLESS STEEL FITTINGS Providing and fixing IS : 12817 marked 9.71 stainless steel butt hinges (heavy weight) with stainless steel screws etc. complete : 39 9.71.1 125x64x2.50 mm Each 12 129.85 1558.2 9.72S BRASS FITTINGS 9.85 Providing and fixing bright finished brass Each 10 89 890 40 casement window fastener with necessary screws etc. complete. ANODISED ALUMINIUM FITTINGS (ALL 9.95S FITTINGS SHALL BE ISI MARKED) Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS 9.97 : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete : 41 9.97.2 250x10 mm Each 98 115.15 11284.7 42 9.97.4 150x10 mm Each 192 82.55 15849.6 9.105S GYPSUM BOARD PARTITIONS Providing and fixing to existing door 9.118 frames. 9.118.1 24 mm thick factory made PVC door Sqm 5 2969.25 14846.25 shutters made of styles and rails of a uPVC hollow section of size 59x24 mm and wall thickness 2 mm ( +/- 0.2 mm) with inbuilt edging on both sides. The styles and rails mitred and joint at the corners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 20x20 mm and 1 mm ( +/- 0.1 mm) wall thickness. The lock rail made up of 'H' section, a uPVC hollow section of size 100x24 mm 43 and 2 mm ( +/- 0.2 mm) wall thickness, fixed to the shutter styles by means of plastic/galvanised M.S. 'U' cleats. The shutter frame filled with a uPVC multi- chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm ( +/- 0.1 mm) wall thickness. The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer's specification and direction of Engineer-in-charge. (For W.C. and bathroom door shutter). CHAKRADHARPUR JHARKHAND DIVISION-GATI SHAKTI/SOUTH EASTERN R 9.119 Providing and fixing factory made P.V.C. Metre 185 492.7 91149.5 door frame of size 50x47 mm with a wall thickness of 5 mm, made out of extruded 5 mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos of 150 mm long brackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be 44 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. 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, panelling of 5 mm thick both side PVC sheet to be fitted in the M.S. frame welded/ sealed to the styles & rails with 7 mm (5 mm+2 mm) thick x 15 mm wide PVC sheet beading on inner side, and joined together with solvent cement adhesive. An additional 5 mm thick PVC strip of 20 mm width is to be stuck on the interior side of the 'C' Channel using PVC solvent adhesive etc. complete as per direction of Engineer-in-charge, manufacturer's specification & drawing. 45 9.120.1 30 mm thick plain PVC door shutters Sqm 59.3 3182.95 188748.94 9.121 Providing and fixing Fiber Glass Reinforced Metre 59.3 570.95 33857.34 plastic (FRP) Door Frames of cross-section 90 mm x 45 mm having single rebate of 32mm x 15 mm to receive shutter of 30 mm thickness. The laminate shall be moulded with fire resistant grade 46 unsaturated polyester resin and chopped mat. Door frame laminate shall be 2 mm thick and shall be filled with suitable wooden block in all the three legs. The frame shall be covered with fiber glass from all sides. M.S. stay shall be provided at the bottom to steady the frame. Providing and fixing bright /matt finished Stainless Steel handles of approved 9.165 quality & make with necessary screws etc all complete. 47 9.165.1 125 mm Each 170 119.2 20264 10.0 STEEL WORK CHAKRADHARPUR JHARKHAND DIVISION-GATI SHAKTI/SOUTH EASTERN R 10.1S General 10.2 Structural steel work riveted, bolted or Kg 1185 133.7 158434.5 welded in built up sections, trusses and framed work, including cutting, hoisting, 48 fixing in position and applying a priming coat of approved steel primer all complete. 10.3 Providing and fixing in position collapsible Sqm 15.15 11439.6 173309.94 steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and 49 bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer. 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 208 172.6 35900.8 50 railings, brackets, gates and similar works 10.28 Providing and fixing stainless steel ( Grade Kg 634 772.4 489701.6 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, including fixing the railing with necessary accessories & 51 stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). 10.31 Providing and fixing angle iron frames for Kg 150 130.5 19575 doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to 52 the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge. 11.0 FLOORING 11.1S General 11.7 Cement concrete pavement with 1:2:4 (1 cum 6 8595.15 51570.9 cement : 2 coarse sand : 4 graded stone 53 aggregate 20 mm nominal size), including finishing complete. 11.37S CERAMIC GLAZED TILES CHAKRADHARPUR JHARKHAND DIVISION-GATI SHAKTI/SOUTH EASTERN R 11.37 Providing and laying Ceramic glazed floor Sqm 136 1096.55 149130.8 tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, 54 Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete. 11.37A Providing and fixing 1st quality ceramic Sqm 370 1112.7 411699 glazed floor 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 55 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. 11.39 Providing and laying rectified Glazed Sqm 12 1330 15960 Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in colours 56 White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement: 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. 11.41S VITRIFIED FLOOR TILES Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved 11.41 make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. 57 11.41.2 Size of Tile 600x600 mm Sqm 103 1553.45 160005.35 Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with 11.41A grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily. Glazed Vitrified tiles Matt/Antiskid finish of 11.41A.3 size 58 11.41A.3.1 Size of Tile 600 x 600 mm Sqm 1220 1464.85 1787117 CHAKRADHARPUR JHARKHAND DIVISION-GATI SHAKTI/SOUTH EASTERN R 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 & 11.46 shade, 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. 59 11.46.1 Size of Tile 500x500 mm Sqm 33.2 1593.9 52917.48 60 11.46.2 Size of Tile 600x600 mm Sqm 13 1623.05 21099.65 Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement 11.55 : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge : 11.55.1 Flamed finish granite stone slab Jet Black, Sqm 15 3186.7 47800.5 61 Cherry Red, Elite Brown, Cat Eye or equivalent. 12.0 ROOFING 12.37S RAIN WATER SPOUT AND PIPE 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. 62 12.41.2 110 mm diameter Metre 171 377.4 64535.4 13.0 FINISHING 13.1S CEMENT PLASTER (IN FINE SAND) 13.1 12 mm cement plaster of mix : 63 13.1.2 1:6 (1 cement: 6 fine sand) Sqm 3684 333.35 1228061.4 13.4S CEMENT PLASTER (IN COARSE SAND) 13.4 12 mm cement plaster of mix : 64 13.4.1 1:4 (1 cement: 4 coarse sand) Sqm 460 357.35 164381 15 mm cement plaster on rough side of 13.5 single or half brick wall of mix: 65 13.5.2 1:6 (1 cement: 6 coarse sand) Sqm 3306 395.35 1307027.1 13.20S PEBBLE DASH PLASTER 13.26 Providing and applying plaster of paris Sqm 5985 262.7 1572259.5 putty of 2 mm thickness over plastered 66 surface to prepare the surface even and smooth complete. 13.37S INTERIOR FINISHING Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of 13.41 approved manufacturer and of required shade and colour all complete to achieve even shade and colour : 13.41.1 New work (two or more coats) over and Sqm 460 185.65 85399 including water thinnable priming coat 67 with cement primer having VOC content less than 50 gram/litre CHAKRADHARPUR JHARKHAND DIVISION-GATI SHAKTI/SOUTH EASTERN R 13.44S EXTERIOR FINISHING Finishing walls with water proofing cement 13.44 paint of required shade : 13.44.1 New work (Two or more coats applied @ Sqm 175 116.9 20457.5 68 3.84 kg/10 sqm) Finishing with Deluxe Multi surface paint system for interiors and exteriors using 13.48 Primer as per manufacturers specifications : 13.48.3 Painting Steel work with Deluxe Multi Sqm 6010 170.7 1025907 Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm 69 over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture Painting with aluminium paint of approved 13.63 brand and manufacture to give an even shade . 70 13.63.1 Two or more coats on new work Sqm 90 146.8 13212 17.0 SANITARY INSTALLATIONS 17.1S General Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including 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 11 6767.4 74441.4 71 pan of size 580x440 mm with integral type foot rests Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually 17.2 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 : 17.2.1 W.C. pan with ISI marked white solid Each 11 6515.55 71671.05 72 plastic seat and lid 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: 17.7.1 White Vitreous China Wash basin size Each 34 2648.85 90060.9 73 630x450 mm with a pair of 15 mm C.P. brass pillar taps Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 17.10 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required : 17.10.2 Kitchen sink without drain board 74 17.10.2.1 610x510 mm bowl depth 200 mm Each 4 4940.8 19763.2 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 CHAKRADHARPUR JHARKHAND DIVISION-GATI SHAKTI/SOUTH EASTERN R 75 17.28.2.1 32 mm dia Each 5 119.55 597.75 Providing and fixing mirror of superior glass (of approved quality) and of required 17.32 shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing : 17.32.3 Oval shape 450x350 mm (outer Each 22 1377.1 30296.2 76 dimensions) Providing and fixing soil, waste and vent 17.35 pipes : 17.35.2 75 mm diameter : 77 17.35.2.1 Sand cast iron S&S pipe as per IS: 1729 Metre 172 1044.75 179697 Providing and filling the joints with spun yarn, cement slurry and cement mortar 17.36 1:2 ( 1 cement : 2 fine sand) in S.C.I./ C.I. Pipes : 78 17.36.1 75 mm dia pipe Each 37 168.2 6223.4 17.71 Providing and fixing PTMT liquid soap Each 22 168.35 3703.7 container 109 mm wide, 125 mm high and 112 mm distance from wall of standard 79 shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. 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. 17.73.1 450 mm long towel rail with total length of Each 20 673.4 13468

of 88 mm, weighing not less than 170 gms 18.0 WATER SUPPLY 18.4S PP-R PIPES Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes confirming to IS 15801, UV stabilized & anti - microbial fusion welded, having thermal stability for hot & cold water 18.4 supply, including all PP - R plain & brass threaded polypropylene random fittings and fixing the pipe with clamps at 1.00 m spacing. This includes testing of joints complete as per direction of Engineer-in- Charge. ( Internal Exposed on walls ) 81 18.4.2 PN - 16 Pipe, 25mm OD (SDR-7.4) Metre 100 318.35 31835 82 18.4.4 PN - 16 Pipe, 40mm OD (SDR-7.4) Metre 160 545.75 87320 Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes confirming to IS:15801 UV stabilized & anti - microbial fusion welded, having thermal stability for hot & cold water supply, 18.6 including all PP - R plain & brass threaded polypropylene random fittings, including trenching, refilling & testing of joints complete as per direction of Engineer-in- Charge. External work 83 18.6.4 PN - 16 Pipe, 40 mm OD (SDR-7.4) Metre 30 415.1 12453 18.6A Providing and fixing PPR Unions 84 18.6A.1 PPR Union 20mm Each 2 315.5 631 85 18.6A.2 PPR Union 25mm Each 2 334 668 86 18.6A.3 PPR Union 32mm Each 2 403.7 807.4 87 18.6A.4 PPR Union 40mm Each 2 543.1 1086.2 18.7S C.P.V.C. PIPES CHAKRADHARPUR JHARKHAND DIVISION-GATI SHAKTI/SOUTH EASTERN R Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings and fixing the pipe with clamps at 1.00 m spacing. This includes jointing 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 walls etc. 88 18.8.1 15 mm nominal dia Pipes Metre 245 497.8 121961 Providing and fixing G.I. pipes complete 18.12 with G.I. fittings including trenching and refilling etc. External work 89 18.12.6 50 mm dia nominal bore Metre 40 762.15 30486 90 18.12.7 65 mm dia nominal bore Metre 30 896.6 26898 18.15S BRASS FITTINGS Providing and fixing brass stop cock of 18.16 approved quality : 91 18.16.1 15 mm nominal bore Each 5 353.25 1766.25 C.I. SLUICE VALVES/ FIRE HYDRANTS & 18.31S FIXTURES 18.48 Providing and placing on terrace (at all Per 18000 11 198000 floor levels) polyethylene water storage Litre tank, IS : 12701 marked, with cover and 92 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 bib cock of 18.49 approved quality conforming to IS:8931 : 93 18.49.1 15 mm nominal bore Each 10 506.8 5068 18.54S PTMT FITTINGS Providing and fixing PTMT bib cock of 18.54 approved quality and colour. 18.54.1 15 mm nominal bore, 86 mm long, Each 40 125.6 5024 94 weighing not less than 88 gms 21.0 ALUMINIUM WORK 21.1S General Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene 21.1 gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / panelling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, panelling and dash fasteners to be paid for separately) : 21.1.1 For fixed portion CHAKRADHARPUR JHARKHAND DIVISION-GATI SHAKTI/SOUTH EASTERN R 21.1.1.1 Anodised aluminium (anodised Kg 340 495.05 168317 transparent or dyed to required shade 95 according to IS: 1868, Minimum anodic coating of grade AC 15) 21.1.1.2 Powder coated aluminium (minimum Kg 50 530.9 26545 96 thickness of powder coating 50 micron) For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for 21.1.2 fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately) 21.1.2.1 Anodised aluminium (anodised Kg 300 598.6 179580 transparent or dyed to required shade 97 according to IS: 1868, Minimum anodic coating of grade AC 15) Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / 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): 21.3.1 With float glass panes of 4.0 mm thickness Sqm 96 1176.8 112972.8 98 (weight not less than 10kg/sqm) Total 39041187.68 Item- 14 ( Construction of Platform shelters) S No. Item No Description of Item Unit Qty Rate Amount 1.0 CARRIAGE OF MATERIALS By Mechanical Transport including loading, 1.1 unloading and stacking 1.1.2 Earth 1 1.1.2.1 1km cum 439 217.55 95504.45 2.0 EARTH WORK 2.1S General Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in 2.6 depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. 2 2.6.1 All kinds of soil cum 1549 177.5 274947.5 2.25A Excavating, supplying and filling of local cum 286 700.5 200343 earth (including royalty) by mechanical transport upto a lead of 5km also including 3 ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. 2.27 Supplying and filling in plinth with sand cum 88.5 2123.75 187951.88 4 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 : 4.1.5 1:3:6 (1 Cement : 3 coarse sand (zone-III) cum 214.25 7294.7 1562889.48 derived from natural sources : 6 graded 5 stone aggregate 20 mm nominal size derived from natural sources) CHAKRADHARPUR JHARKHAND DIVISION-GATI SHAKTI/SOUTH EASTERN R Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, 4.2 parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing: 4.2.3 1:2:4 (1 Cement : 2 coarse sand (zone-III) cum 370 9895.2 3661224 derived from natural sources : 4 graded 6 stone aggregate 20 mm nominal size derived from natural sources) Centering and shuttering including 4.3 strutting, propping etc. and removal of form work for : 7 4.3.1 Foundations, footings, bases for columns Sqm 1110 392.15 435286.5 4.10S DAMP-PROOF COURSE 4.11 Providing and laying damp-proof course Sqm 57 495.75 28257.75 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived 8 from natural sources : 4 graded stone aggregate 20mm nominal size derived from natural sources). 5.0 REINFORCEMENT CEMENT CONCRETE 5.1S CAST IN SITU Providing and laying in position specified grade of reinforced cement concrete, 5.1 excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone- cum 148 9045.75 1338771 III) derived from natural sources : 3 graded 9 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 1257 392.15 492932.55 10 etc. for mass concrete 5.9.3 Suspended floors, roofs, landings, Sqm 115 927.25 106633.75 11 balconies and access platform 5.9.5 Lintels, beams, plinth beams, girders, Sqm 315 736.4 231966 12 bressummers and cantilevers 5.9.6 Columns, Pillars, Piers, Abutments, Posts Sqm 588 961.3 565244.4 13 and Struts 5.22S STEEL REINFORCEMENT Steel reinforcement for R.C.C. work including straightening, cutting, bending, 5.22 placing in position and binding all complete upto plinth level. 5.22.6 Thermo-Mechanically Treated bars of Kg 32818 107.85 3539421.3 14 grade Fe-500D or more. Steel reinforcement for R.C.C. work including straightening, cutting, bending, 5.22A placing in position and binding all complete above plinth level. 5.22A.6 Thermo-Mechanically Treated bars of Kg 1714 107.85 184854.9 15 grade Fe-500D or more. 5.33S DESIGN MIX CONCRETE CHAKRADHARPUR JHARKHAND DIVISION-GATI SHAKTI/SOUTH EASTERN R 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 5.33 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: 5.33.1 All works upto plinth level 5.33.1.1 Concrete of M25 grade with minimum cum 172 9504.75 1634817 16 cement content of 330 kg /cum All works above plinth level upto floor V 5.33.2 level 5.33.2.1 Concrete of M25 grade with minimum cum 14.5 9860.4 142975.8 17 cement content of 330 kg /cum 6.0 MASONRY WORK 6.1S General 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 306 7132.25 2182468.5 18 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 86 9105.95 783111.7 19 sand) 6.12S HALF BRICK MASONRY Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class 6.12 designation 7.5 in foundations and plinth in : 6.12.2 cement mortar 1:4 (1 cement : 4 coarse Sqm 57 905.05 51587.85 20 sand) 8.0 CLADDING WORK 8.1S General Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture 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 to edges to give high gloss finish etc. complete at all levels Granite stone slab colour black, 8.2.2 Cherry/Ruby red 21 8.2.2.2 Area of slab over 0.50 sqm Sqm 600 5136.3 3081780 10.0 STEEL WORK 10.1S General CHAKRADHARPUR JHARKHAND DIVISION-GATI SHAKTI/SOUTH EASTERN R 10.1 Structural steel work in single section, Kg 53993 117.35 6336078.55 fixed with or without connecting plate, 22 including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. 10.2 Structural steel work riveted, bolted or Kg 246114 133.7 32905441.8 welded in built up sections, trusses and framed work, including cutting, hoisting, 23 fixing in position and applying a priming coat of approved steel primer all complete. 10.19 Providing and fixing mild steel round Kg 3700 97.2 359640 24 holding down bolts with nuts and washer plates complete. 10.20 Providing and fixing bolts including nuts Kg 3700 159.35 589595 25 and washers 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 1850 172.6 319310 26 railings, brackets, gates and similar works 11.0 FLOORING 11.1S General Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of 11.3 neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 11.3.1 40 mm thick with 20 mm nominal size Sqm 584 614.2 358692.8 27 stone aggregate 11.16S TILE FLOORING Chequered precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with 11.20 pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). 28 11.20.1 Light shade pigment using white cement Sqm 1800 1402 2523600 11.41S VITRIFIED FLOOR TILES Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement 11.55 : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge : 11.55.1 Flamed finish granite stone slab Jet Black, Sqm 3000 3186.7 9560100 29 Cherry Red, Elite Brown, Cat Eye or equivalent. 12.0 ROOFING 12.37S RAIN WATER SPOUT AND PIPE CHAKRADHARPUR JHARKHAND DIVISION-GATI SHAKTI/SOUTH EASTERN R 12.50 Providing and fixing precoated galvanised Sqm 6087 738.65 4496162.55 iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in- charge) of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05 mm) with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have 30 protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. Providing and fixing precoated galvanised steel sheet roofing accessories of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05 mm) with Zinc 12.51 coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete : 31 12.51.1 Ridges plain (500 - 600mm) Metre 29 532.35 15438.15 32 12.51.6 Gutter (600 mm over all girth) Metre 480 1313.7 630576 13.0 FINISHING 13.1S CEMENT PLASTER (IN FINE SAND) 13.1 12 mm cement plaster of mix : 33 13.1.2 1:6 (1 cement: 6 fine sand) Sqm 916 333.35 305348.6 15 mm cement plaster on the rough side 13.2 of single or half brick wall of mix : 34 13.2.2 1:6 (1 cement: 6 fine sand) Sqm 1874 383 717742 13.16S 6 mm CEMENT PLASTER 35 13.18 Neat cement punning. Sqm 129.01 79.95 10314.35 13.44S EXTERIOR FINISHING Finishing walls with water proofing cement 13.44 paint of required shade : 13.44.1 New work (Two or more coats applied @ Sqm 286 116.9 33433.4 36 3.84 kg/10 sqm) Painting with synthetic enamel paint of 13.61 approved brand and manufacture to give an even shade : 37 13.61.1 Two or more coats on new work Sqm 1300 155.9 202670 Painting with aluminium paint of approved 13.63 brand and manufacture to give an even shade . 38 13.63.1 Two or more coats on new work Sqm 6000 146.8 880800 16.0 ROAD WORK 16.49S MISCELLANEOUS CHAKRADHARPUR JHARKHAND DIVISION-GATI SHAKTI/SOUTH EASTERN R Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, 16.91 compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer- in-Charge. 16.91.1 60mm thick cement concrete paver block Sqm 3000 1045.65 3136950 39 of M-35 grade with approved colour, design & pattern. 18.0 WATER SUPPLY 18.4S PP-R PIPES Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes confirming to IS:15801 UV stabilized & anti - microbial fusion welded, having thermal stability for hot & cold water supply, 18.6 including all PP - R plain & brass threaded polypropylene random fittings, including trenching, refilling & testing of joints complete as per direction of Engineer-in- Charge. External work 40 18.6.6 PN - 10 Pipe, 63 mm OD (SDR-11) Metre 286 597.75 170956.5 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 41 18.9.3 25 mm nominal dia Pipes Metre 29 355.4 10306.6 18.23S C.I./DUCTILE IRON PIPES & SPECIALS Providing and laying S&S centrifugally cast 18.27 (spun) iron pipes (Class LA) conforming to IS - 1536 : 42 18.27.3 150 mm dia pipe Metre 480 2037 977760 18.49S C.P. BRASS FITTINGS Providing and fixing C.P. brass bib cock of 18.49 approved quality conforming to IS:8931 : 43 18.49.1 15 mm nominal bore Each 11 506.8 5574.8 Total 85329460.41 Item- 15 ( Facade improvement ) S No. Item No Description of Item Unit Qty Rate Amount 2.0 EARTH WORK 2.1S General Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in 2.6 depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. CHAKRADHARPUR JHARKHAND DIVISION-GATI SHAKTI/SOUTH EASTERN R 1 2.6.1 All kinds of soil cum 100 177.5 17750 2.27 Supplying and filling in plinth with sand cum 3 2123.75 6371.25 2 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 : 4.1.3 1:2:4 (1 cement : 2 coarse sand (zone-III) cum 30 7878.5 236355 derived from natural sources : 4 graded 3 stone aggregate 20 mm nominal size derived from natural sources) 5.0 REINFORCEMENT CEMENT CONCRETE 5.1S CAST IN SITU Providing and laying in position specified grade of reinforced cement concrete, 5.1 excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone- cum 2 9045.75 18091.5 III) derived from natural sources : 3 graded 4 stone aggregate 20 mm nominal size derived from natural sources) 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 3 10852.95 32558.85 III) derived from natural sources : 3 graded 5 stone aggregate 20 mm nominal size derived from natural sources) 5.22S STEEL REINFORCEMENT Steel reinforcement for R.C.C. work including straightening, cutting, bending, 5.22 placing in position and binding all complete upto plinth level. 5.22.6 Thermo-Mechanically Treated bars of Kg 300 107.85 32355 6 grade Fe-500D or more. 6.0 MASONRY WORK 6.1S General 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 6 7132.25 42793.5 7 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 4 9105.95 36423.8 8 sand) 8.0 CLADDING WORK 8.1S General CHAKRADHARPUR JHARKHAND DIVISION-GATI SHAKTI/SOUTH EASTERN R Stone work (machine cut edges) for wall lining etc. (veneer work) upto10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including 8.14 pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) : Red sand stone - Exposed face machine 8.14.2 cut and table rubbed with rough backing. 9 8.14.2.5 30 mm thick Sqm 150 7515.8 1127370 10.0 STEEL WORK 10.1S General 10.28 Providing and fixing stainless steel ( Grade Kg 600 772.4 463440 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, including fixing the railing with necessary accessories & 10 stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). 11.0 FLOORING 11.41S VITRIFIED FLOOR TILES Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement 11.55 : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge : 11.55.1 Flamed finish granite stone slab Jet Black, Sqm 100 3186.7 318670 11 Cherry Red, Elite Brown, Cat Eye or equivalent. 13.0 FINISHING 13.1S CEMENT PLASTER (IN FINE SAND) 15 mm cement plaster on the rough side 13.2 of single or half brick wall of mix : 12 13.2.2 1:6 (1 cement: 6 fine sand) Sqm 400 383 153200 13.20S PEBBLE DASH PLASTER 13.26 Providing and applying plaster of paris Sqm 100 262.7 26270 putty of 2 mm thickness over plastered 13 surface to prepare the surface even and smooth complete. 13.37S INTERIOR FINISHING CHAKRADHARPUR JHARKHAND DIVISION-GATI SHAKTI/SOUTH EASTERN R Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of 13.41 approved manufacturer and of required shade and colour all complete to achieve even shade and colour : 13.41.1 New work (two or more coats) over and Sqm 200 185.65 37130 including water thinnable priming coat 14 with cement primer having VOC content less than 50 gram/litre 13.44S EXTERIOR FINISHING Painting with synthetic enamel paint of 13.61 approved brand and manufacture to give an even shade : 15 13.61.1 Two or more coats on new work Sqm 50 155.9 7795 13.91 Removing dry or oil bound distemper, Sqm 100 25.15 2515 water proofing cement paint and the like by scrapping, sand papering and 16 preparing the surface smooth including necessary repairs to scratches etc. complete. Finishing walls with Premium Acrylic 13.112 Smooth exterior paint with Silicone additives of required shade 13.112.1 Old work (Two or more coats applied @ Sqm 300 131.3 39390 17 1.43 ltr/ 10 sqm) over existing cement paint surface 16.0 ROAD WORK 16.30S PREMIX CARPET Providing and laying bitumen mastic wearing course (as per specifications) with industrial bitumen of grade 85/25 conforming to IS : 702, prepared by using mastic cooker and laid to required level and slope, including providing antiskid surface with bitumen precoated fine grained hard stone chipping of approved 16.37 size at the rate of 0.005 cum per 10 sqm and at approximate spacing of10 cm centre to centre in both directions, pressed into surface protruding 1 mm to 4 mm over mastic surface, including cleaning the surface, removal of debris etc. all complete. (Considering bitumen using 10.2% as per MORTH specification). 18 16.37.2 40 mm thick Sqm 600 1365.5 819300 16.47S PAINTING AREA/RUNWAY MARKING Painting road surface marking with adequate nos of coats to give uniform finish with ready mixed road marking paint conforming to IS : 164, on 16.48 bituminous surface in white/yellow shade, including cleaning the surface of all dirt, scales, oil, grease and foreign material etc. complete. 19 16.48.1 New work (Two or more coats) Sqm 24 288.9 6933.6 16.49S MISCELLANEOUS CHAKRADHARPUR JHARKHAND DIVISION-GATI SHAKTI/SOUTH EASTERN R Manufacturing, supplying and fixing retro reflective overhead signage boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity and encapsulated lens type heat activated retro reflective sheeting conforming to type - III of ASTM-D-4956-01 as approved by Engineer-in-charge, letters, borders etc. as per IRC : 67-2001 in silver white with blue colour back ground and with high intensity grade, pasted on substrate by pressure sensitive adhesive backing which shall be activated by applying pressure conforming to class II of ASTM-D- 4956-01 and fixing the same to the plate of structural frame work by means of suitable sized aluminium alloys, rivets or 16.60 bolts & nuts @ 300 mm centre to centre all along the periphery as well as in two vertical rows along with theft resistant measures, including the cost of painting with two or more coats of epoxy paint in grey colour on the back side of aluminium sheet including appropriate priming coat. The rate includes the cost of rounding off the corners, lowering down the structural frame work from the gantry, fixing and erecting the same in position all complete as per drawings, specification and direction of the engineer-in-charge. (Structural frame work including M.S. plate to be provided separately. Rectangular area of the sheet only shall be measured for payment). 20 16.60.1 Overhead informatory road signage Sqm 50 5879.9 293995 16.68 Providing and laying 60mm thick factory Sqm 200 972 194400 made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & 21 shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. 16.69 Providing and laying at or near ground cum 10 10117.6 101176 level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints 22 except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). Total 4014283.50 Item- 16 ( dismantling and Demolition ) S No. Item No Description of Item Unit Qty Rate Amount 15.0 DISMANTLING AND DEMOLISHING 15.1S General Demolishing cement concrete manually/ by mechanical means including disposal of 15.2 material within 50 metres lead as per direction of Engineer - in - charge. CHAKRADHARPUR JHARKHAND DIVISION-GATI SHAKTI/SOUTH EASTERN R 15.2.1 Nominal concrete 1:3:6 or richer mix cum 372.98 2434.25 907926.57 1 (including equivalent design mix) 15.6 Extra for scrapping, cleaning and Kg 53.4 9.05 483.27 2 straightening reinforcement from R.C.C. or R.B. work. Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of 15.7 unserviceable material within 50 metres lead as per direction of Engineer-in- charge. 3 15.7.4 In cement mortar cum 1531.73 2060.2 3155670.15 Dismantling doors, windows and clerestory windows (steel or wood) shutter including 15.12 chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : 4 15.12.1 Of area 3 sq. metres and below Each 1511.03 367.2 554850.22 Taking out doors, windows and clerestory 15.13 window shutters (steel or wood) including stacking within 50 metres lead : 5 15.13.1 Of area 3 sq. metres and below Each 1511.03 143.5 216832.81 Dismantling wood work in frames, trusses, purlins and rafters up to 10 metres span 15.14 and 5 metres height including stacking the material within 50 metres lead : 15.14.2 Of sectional area below 40 square Metre 1259.55 17.85 22482.97 6 centimetres Dismantling steel work in single sections 15.17 including dismembering and stacking within 50 metres lead in: 7 15.17.1 R.S. Joists Kg 31527.22 3.4 107192.55 8 15.17.2 Channels, angles, tees and flats Kg 31527.22 2.3 72512.61 15.18 Dismantling steel work in built up sections Kg 89502.22 5.65 505687.54 in angles, tees, flats and channels including all gusset plates, bolts, nuts, 9 cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. Dismantling tile work in floors and roofs 15.23 laid in cement mortar including stacking material within 50 metres lead. 10 15.23.1 For thickness of tiles 10 mm to 25 mm Sqm 3780.07 73.4 277457.14 Dismantling roofing including ridges, hips, 15.28 valleys and gutters etc., and stacking the material within 50 metres lead of: 11 15.28.1 G.S. Sheet Sqm 1258.89 164.95 207653.91 12 15.28.2 Asbestos Cement sheet Sqm 6329.94 77.3 489304.36 Dismantling G.I. pipes (external work) including excavation and refilling trenches after taking out the pipes, manually/ by 15.44 mechanical means including stacking of pipes within 50 metres lead as per direction of Engineer-in-charge : 13 15.44.1 15 mm to 40 mm nominal bore Metre 3152.72 149.8 472277.46 15.52 Dismantling of flushing cistern of all types Each 252.34 112.05 28274.7 (C.I./PVC/Vitreous China) including 14 stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead. CHAKRADHARPUR JHARKHAND DIVISION-GATI SHAKTI/SOUTH EASTERN R 15.58 Demolishing R.C.C. work by mechanical cum 639.74 2818.9 1803363.09 means and stockpiling at designated locations and disposal of dismantled 15 materials up to a lead of 1 kilometre, stacking serviceable and unserviceable material separately including cutting reinforcement bars. 15.60 Disposal of building rubbish / malba / cum 3631.67 263.95 958579.3 similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to 16 approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. Total 9780548.65 Item- 17 (Service building, Sub ordinate rest house with B/W ) S No. Item No Description of Item Unit Qty Rate Amount 2.0 EARTH WORK 2.1S General Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in 2.6 depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. 1 2.6.1 All kinds of soil cum 1702 177.5 302105 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 2.7 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. 2 2.7.1 Ordinary rock cum 125 498.9 62362.5 2.25A Excavating, supplying and filling of local cum 18785 700.5 13158892.5 earth (including royalty) by mechanical transport upto a lead of 5km also including 3 ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. 2.27 Supplying and filling in plinth with sand cum 306 2123.75 649867.5 4 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 : 4.1.2 1:1 1/2:3 (1 Cement: 1 1/2 coarse sand cum 36 8340.85 300270.6 (zone-III) derived from natural sources : 3 5 graded stone aggregate 20 mm nominal size derived from natural sources) 4.1.3 1:2:4 (1 cement : 2 coarse sand (zone-III) cum 150.7 7878.5 1187289.95 derived from natural sources : 4 graded 6 stone aggregate 20 mm nominal size derived from natural sources) 4.1.5 1:3:6 (1 Cement : 3 coarse sand (zone-III) cum 263 7294.7 1918506.1 derived from natural sources : 6 graded 7 stone aggregate 20 mm nominal size derived from natural sources) 4.10S DAMP-PROOF COURSE CHAKRADHARPUR JHARKHAND DIVISION-GATI SHAKTI/SOUTH EASTERN R 4.11 Providing and laying damp-proof course Sqm 314.8 495.75 156062.1 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived 8 from natural sources : 4 graded stone aggregate 20mm nominal size derived from natural sources). 5.0 REINFORCEMENT CEMENT CONCRETE 5.1S CAST IN SITU Providing and laying in position specified grade of reinforced cement concrete, 5.1 excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone- cum 352.8 9045.75 3191340.6 III) derived from natural sources : 3 graded 9 stone aggregate 20 mm nominal size derived from natural sources) 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 276.5 10852.95 3000840.68 III) derived from natural sources : 3 graded 10 stone aggregate 20 mm nominal size derived from natural sources) 5.3 Reinforced cement concrete work in cum 770.8 11505.5 8868439.4 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 11 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 1040 392.15 407836 12 etc. for mass concrete 5.9.3 Suspended floors, roofs, landings, Sqm 3381 927.25 3135032.25 13 balconies and access platform 5.9.5 Lintels, beams, plinth beams, girders, Sqm 3089 736.4 2274739.6 14 bressummers and cantilevers 5.9.6 Columns, Pillars, Piers, Abutments, Posts Sqm 2206 961.3 2120627.8 15 and Struts 5.22S STEEL REINFORCEMENT Steel reinforcement for R.C.C. work including straightening, cutting, bending, 5.22 placing in position and binding all complete upto plinth level. 5.22.6 Thermo-Mechanically Treated bars of Kg 45700 107.85 4928745 16 grade Fe-500D or more. Steel reinforcement for R.C.C. work including straightening, cutting, bending, 5.22A placing in position and binding all complete above plinth level. CHAKRADHARPUR JHARKHAND DIVISION-GATI SHAKTI/SOUTH EASTERN R 5.22A.6 Thermo-Mechanically Treated bars of Kg 97700 107.85 10536945 17 grade Fe-500D or more. 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 5.33 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: 5.33.1 All works upto plinth level 5.33.1.1 Concrete of M25 grade with minimum cum 27 9504.75 256628.25 18 cement content of 330 kg /cum 5.33.1.2 Concrete of M30 grade with minimum cum 45 9655.7 434506.5 19 cement content of 350 kg /cum 6.0 MASONRY WORK 6.1S General 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 164.3 7132.25 1171828.68 20 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 877 9105.95 7985918.15 21 sand) 6.12S HALF BRICK MASONRY Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class 6.12 designation 7.5 in foundations and plinth in : 6.12.2 cement mortar 1:4 (1 cement : 4 coarse Sqm 5 905.05 4525.25 22 sand) 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 230.8 1123.8 259373.04 23 sand) 6.26S EXPOSED BRICK WALL Brick work with non modular fly ash bricks conforming to IS:12894, class designation 6.34 10 average compressive strength in super structure above plinth level up to floor V level in : 6.34.2 Cement mortar 1:6 (1 cement : 6 Coarse cum 150 8752.55 1312882.5 24 sand) Half brick masonry with non modular fly ash bricks of class designation 10, 6.45 conforming to IS :12894, in super structure above plinth and upto floor V level 6.45.2 Cement mortar 1 : 4 (1 cement : 4 coarse Sqm 245 1105.8 270921 25 sand) CHAKRADHARPUR JHARKHAND DIVISION-GATI SHAKTI/SOUTH EASTERN R 8.0 CLADDING WORK 8.1S General Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture 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 to edges to give high gloss finish etc. complete at all levels Granite stone slab colour black, 8.2.2 Cherry/Ruby red 26 8.2.2.2 Area of slab over 0.50 sqm Sqm 231 5136.3 1186485.3 8.20S STONE WORK DRY CLADDING 8.31 Providing and fixing Ist quality ceramic Sqm 924 1267.95 1171585.8 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 27 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 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 Sqm 200 3473.85 694770 28 Stainless Steel butt hinges with necessary screws 9.40S MISCELLANEOUS-WOOD WORK Providing and fixing M.S. grills of required pattern in frames of windows etc. with 9.48 M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. 29 9.48.1 Fixed to steel windows by welding Kg 6130 219.1 1343083 ANODISED ALUMINIUM FITTINGS (ALL 9.95S FITTINGS SHALL BE ISI MARKED) Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS 9.97 : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete : 30 9.97.2 250x10 mm Each 852 115.15 98107.8 31 9.97.4 150x10 mm Each 516 82.55 42595.8 9.105S GYPSUM BOARD PARTITIONS CHAKRADHARPUR JHARKHAND DIVISION-GATI SHAKTI/SOUTH EASTERN R 9.119 Providing and fixing factory made P.V.C. Metre 590 492.7 290693 door frame of size 50x47 mm with a wall thickness of 5 mm, made out of extruded 5 mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos of 150 mm long brackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be 32 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. 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, panelling of 5 mm thick both side PVC sheet to be fitted in the M.S. frame welded/ sealed to the styles & rails with 7 mm (5 mm+2 mm) thick x 15 mm wide PVC sheet beading on inner side, and joined together with solvent cement adhesive. An additional 5 mm thick PVC strip of 20 mm width is to be stuck on the interior side of the 'C' Channel using PVC solvent adhesive etc. complete as per direction of Engineer-in-charge, manufacturer's specification & drawing. 33 9.120.1 30 mm thick plain PVC door shutters Sqm 215 3182.95 684334.25 Providing and fixing bright /matt finished Stainless Steel handles of approved 9.165 quality & make with necessary screws etc all complete. 34 9.165.1 125 mm Each 872 119.2 103942.4 10.0 STEEL WORK 10.1S General 10.1 Structural steel work in single section, Kg 7049 117.35 827200.15 fixed with or without connecting plate, 35 including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. 10.2 Structural steel work riveted, bolted or Kg 21150 133.7 2827755 welded in built up sections, trusses and framed work, including cutting, hoisting, 36 fixing in position and applying a priming coat of approved steel primer all complete. CHAKRADHARPUR JHARKHAND DIVISION-GATI SHAKTI/SOUTH EASTERN R 10.3 Providing and fixing in position collapsible Sqm 45 11439.6 514782 steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and 37 bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer. 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 5540 172.6 956204 38 railings, brackets, gates and similar works 10.28 Providing and fixing stainless steel ( Grade Kg 2508 772.4 1937179.2 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, including fixing the railing with necessary accessories & 39 stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). 10.31 Providing and fixing angle iron frames for Kg 2360 130.5 307980 doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to 40 the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge. 11.0 FLOORING 11.1S General Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of 11.3 neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 11.3.1 40 mm thick with 20 mm nominal size Sqm 204 614.2 125296.8 41 stone aggregate 11.37S CERAMIC GLAZED TILES 11.37 Providing and laying Ceramic glazed floor Sqm 850 1096.55 932067.5 tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, 42 Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete. 11.41S VITRIFIED FLOOR TILES CHAKRADHARPUR JHARKHAND DIVISION-GATI SHAKTI/SOUTH EASTERN R Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with 11.41A grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily. Double charge vitrified tile polished finish 11.41A.1 of size 43 11.41A.1.1 Size of Tile 600 x 600 mm Sqm 150 1453.65 218047.5 Glazed Vitrified tiles Matt/Antiskid finish of 11.41A.3 size 44 11.41A.3.1 Size of Tile 600 x 600 mm Sqm 1730 1464.85 2534190.5 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 & 11.46 shade, 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. 45 11.46.1 Size of Tile 500x500 mm Sqm 82.8 1593.9 131974.92 12.0 ROOFING 12.37S RAIN WATER SPOUT AND PIPE 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. 46 12.41.2 110 mm diameter Metre 810 377.4 305694 12.50 Providing and fixing precoated galvanised Sqm 256 738.65 189094.4 iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in- charge) of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05 mm) with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have 47 protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. CHAKRADHARPUR JHARKHAND DIVISION-GATI SHAKTI/SOUTH EASTERN R Providing and fixing precoated galvanised steel sheet roofing accessories of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05 mm) with Zinc 12.51 coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete : 48 12.51.1 Ridges plain (500 - 600mm) Metre 20.5 532.35 10913.18 13.0 FINISHING 13.1S CEMENT PLASTER (IN FINE SAND) 13.1 12 mm cement plaster of mix : 49 13.1.2 1:6 (1 cement: 6 fine sand) Sqm 9830 333.35 3276830.5 15 mm cement plaster on the rough side 13.2 of single or half brick wall of mix : 50 13.2.2 1:6 (1 cement: 6 fine sand) Sqm 1010 383 386830 13.4S CEMENT PLASTER (IN COARSE SAND) 15 mm cement plaster on rough side of 13.5 single or half brick wall of mix: 51 13.5.2 1:6 (1 cement: 6 coarse sand) Sqm 4815 395.35 1903610.25 13.16S 6 mm CEMENT PLASTER 13.16 6 mm cement plaster of mix : 52 13.16.1 1:3 (1 cement : 3 fine sand) Sqm 483 300.45 145117.35 53 13.18 Neat cement punning. Sqm 18.89 79.95 1510.26 13.20S PEBBLE DASH PLASTER 13.26 Providing and applying plaster of paris Sqm 14790 262.7 3885333 putty of 2 mm thickness over plastered 54 surface to prepare the surface even and smooth complete. 13.44S EXTERIOR FINISHING Finishing walls with water proofing cement 13.44 paint of required shade : 13.44.1 New work (Two or more coats applied @ Sqm 4795 116.9 560535.5 55 3.84 kg/10 sqm) Finishing with Deluxe Multi surface paint system for interiors and exteriors using 13.48 Primer as per manufacturers specifications : 13.48.2 Painting wood work with Deluxe Multi Sqm 72 176.25 12690 Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over 56 an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture 13.48.3 Painting Steel work with Deluxe Multi Sqm 13664 170.7 2332444.8 Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm 57 over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture Finishing walls with 100% Premium acrylic emulsion paint (Company Depot Tinted) having VOC less than 50 gm/litre and UV 13.48A resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade with silicon additives. 13.48A.1 New work (Two or more coats applied @ Sqm 1500 181.25 271875 1.43 litre/ 10 sqm. Over and including 58 priming coat of exterior primer applied @ 0.90 litre/10 sqm. CHAKRADHARPUR JHARKHAND DIVISION-GATI SHAKTI/SOUTH EASTERN R Painting with synthetic enamel paint of 13.61 approved brand and manufacture to give an even shade : 59 13.61.1 Two or more coats on new work Sqm 455 155.9 70934.5 Painting with aluminium paint of approved 13.63 brand and manufacture to give an even shade . 60 13.63.1 Two or more coats on new work Sqm 608 146.8 89254.4 15.0 DISMANTLING AND DEMOLISHING 15.1S General 15.24 Demolishing dry brick pitching in floors, cum 16 1317.65 21082.4 drains etc. including stacking of 61 serviceable material and disposal of unserviceable material within 50 metres lead : 17.0 SANITARY INSTALLATIONS 17.1S General Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including 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 26 6767.4 175952.4 62 pan of size 580x440 mm with integral type foot rests Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually 17.2 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 : 17.2.1 W.C. pan with ISI marked white solid Each 26 6515.55 169404.3 63 plastic seat and lid 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: 17.7.1 White Vitreous China Wash basin size Each 43 2648.85 113900.55 64 630x450 mm with a pair of 15 mm C.P. brass pillar taps Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 17.10 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required : 17.10.2 Kitchen sink without drain board 65 17.10.2.1 610x510 mm bowl depth 200 mm Each 7 4940.8 34585.6 Providing and fixing mirror of superior glass (of approved quality) and of required 17.32 shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing : 17.32.3 Oval shape 450x350 mm (outer Each 50 1377.1 68855 66 dimensions) CHAKRADHARPUR JHARKHAND DIVISION-GATI SHAKTI/SOUTH EASTERN R Providing and fixing soil, waste and vent 17.35 pipes : 17.35.2 75 mm diameter : 67 17.35.2.1 Sand cast iron S&S pipe as per IS: 1729 Metre 770 1044.75 804457.5 Providing and filling the joints with spun yarn, cement slurry and cement mortar 17.36 1:2 ( 1 cement : 2 fine sand) in S.C.I./ C.I. Pipes : 68 17.36.1 75 mm dia pipe Each 233 168.2 39190.6 17.71 Providing and fixing PTMT liquid soap Each 79 168.35 13299.65 container 109 mm wide, 125 mm high and 112 mm distance from wall of standard 69 shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. 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. 17.73.1 450 mm long towel rail with total length of Each 79 673.4 53198.6

of 88 mm, weighing not less than 170 gms 18.0 WATER SUPPLY 18.4S PP-R PIPES Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes confirming to IS 15801, UV stabilized & anti - microbial fusion welded, having thermal stability for hot & cold water 18.4 supply, including all PP - R plain & brass threaded polypropylene random fittings and fixing the pipe with clamps at 1.00 m spacing. This includes testing of joints complete as per direction of Engineer-in- Charge. ( Internal Exposed on walls ) 71 18.4.4 PN - 16 Pipe, 40mm OD (SDR-7.4) Metre 1500 545.75 818625 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 and 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 walls etc. 72 18.8.1 15 mm nominal dia Pipes Metre 1150 497.8 572470 73 18.8.2 20 mm nominal dia Pipes Metre 220 537.6 118272 74 18.8.3 25 mm nominal dia Pipes Metre 200 627.25 125450 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 75 18.9.2 20 mm nominal dia Pipes Metre 178 274.3 48825.4 76 18.9.3 25 mm nominal dia Pipes Metre 220 355.4 78188 18.15S BRASS FITTINGS CHAKRADHARPUR JHARKHAND DIVISION-GATI SHAKTI/SOUTH EASTERN R Providing and fixing brass stop cock of 18.16 approved quality : 77 18.16.2 20 mm nominal bore Each 50 379.2 18960 C.I. SLUICE VALVES/ FIRE HYDRANTS & 18.31S FIXTURES 18.48 Providing and placing on terrace (at all Per 50000 11 550000 floor levels) polyethylene water storage Litre tank, IS : 12701 marked, with cover and 78 suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 18.54S PTMT FITTINGS Providing and fixing PTMT bib cock of 18.54 approved quality and colour. 18.54.1 15 mm nominal bore, 86 mm long, Each 117 125.6 14695.2 79 weighing not less than 88 gms 21.0 ALUMINIUM WORK 21.1S General Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene 21.1 gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / panelling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, panelling and dash fasteners to be paid for separately) : 21.1.1 For fixed portion 21.1.1.1 Anodised aluminium (anodised Kg 1932 495.05 956436.6 transparent or dyed to required shade 80 according to IS: 1868, Minimum anodic coating of grade AC 15) For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for 21.1.2 fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately) 21.1.2.1 Anodised aluminium (anodised Kg 2273 598.6 1360617.8 transparent or dyed to required shade 81 according to IS: 1868, Minimum anodic coating of grade AC 15) Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / 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): 21.3.1 With float glass panes of 4.0 mm thickness Sqm 658 1176.8 774334.4 82 (weight not less than 10kg/sqm) Total 105198229.01 Item- 18 (Renovation of old station heritage building ) CHAKRADHARPUR JHARKHAND DIVISION-GATI SHAKTI/SOUTH EASTERN R S No. Item No Description of Item Unit Qty Rate Amount 2.0 EARTH WORK 2.1S General Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in 2.6 depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. 1 2.6.1 All kinds of soil cum 45 177.5 7987.5 2.25A Excavating, supplying and filling of local cum 150 700.5 105075 earth (including royalty) by mechanical transport upto a lead of 5km also including 2 ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. 2.27 Supplying and filling in plinth with sand cum 24 2123.75 50970 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 : 4.1.3 1:2:4 (1 cement : 2 coarse sand (zone-III) cum 51 7878.5 401803.5 derived from natural sources : 4 graded 4 stone aggregate 20 mm nominal size derived from natural sources) 4.1.5 1:3:6 (1 Cement : 3 coarse sand (zone-III) cum 12 7294.7 87536.4 derived from natural sources : 6 graded 5 stone aggregate 20 mm nominal size derived from natural sources) Centering and shuttering including 4.3 strutting, propping etc. and removal of form work for : 6 4.3.1 Foundations, footings, bases for columns Sqm 75 392.15 29411.25 5.0 REINFORCEMENT CEMENT CONCRETE 5.1S CAST IN SITU Providing and laying in position specified grade of reinforced cement concrete, 5.1 excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone- cum 45 9045.75 407058.75 III) derived from natural sources : 3 graded 7 stone aggregate 20 mm nominal size derived from natural sources) 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 18 10852.95 195353.1 III) derived from natural sources : 3 graded 8 stone aggregate 20 mm nominal size derived from natural sources) CHAKRADHARPUR JHARKHAND DIVISION-GATI SHAKTI/SOUTH EASTERN R 5.3 Reinforced cement concrete work in cum 30 11505.5 345165 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 9 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 105 392.15 41175.75 10 etc. for mass concrete 5.9.3 Suspended floors, roofs, landings, Sqm 150 927.25 139087.5 11 balconies and access platform 5.9.5 Lintels, beams, plinth beams, girders, Sqm 210 736.4 154644 12 bressummers and cantilevers 5.9.6 Columns, Pillars, Piers, Abutments, Posts Sqm 135 961.3 129775.5 13 and Struts 5.12S PRE-CAST RCC 5.12 Providing, hoisting and fixing above plinth cum 45 10585.9 476365.5 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 14 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). 5.22S STEEL REINFORCEMENT Steel reinforcement for R.C.C. work including straightening, cutting, bending, 5.22 placing in position and binding all complete upto plinth level. 5.22.6 Thermo-Mechanically Treated bars of Kg 3000 107.85 323550 15 grade Fe-500D or more. Steel reinforcement for R.C.C. work including straightening, cutting, bending, 5.22A placing in position and binding all complete above plinth level. 5.22A.6 Thermo-Mechanically Treated bars of Kg 6600 107.85 711810 16 grade Fe-500D or more. 6.0 MASONRY WORK 6.1S General 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 30 7132.25 213967.5 17 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 50 9105.95 455297.5 18 sand) 6.12S HALF BRICK MASONRY CHAKRADHARPUR JHARKHAND DIVISION-GATI SHAKTI/SOUTH EASTERN R 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 30 1123.8 33714 19 sand) 8.0 CLADDING WORK 8.1S General Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture 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 to edges to give high gloss finish etc. complete at all levels Granite stone slab colour black, 8.2.2 Cherry/Ruby red 20 8.2.2.2 Area of slab over 0.50 sqm Sqm 30 5136.3 154089 9.0 WOOD AND P.V.C. WORK 9.1S FRAMES AND TRUSSES 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 Sqm 60 3473.85 208431 21 Stainless Steel butt hinges with necessary screws 9.40S MISCELLANEOUS-WOOD WORK Providing and fixing M.S. grills of required pattern in frames of windows etc. with 9.48 M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. 22 9.48.1 Fixed to steel windows by welding Kg 675 219.1 147892.5 ANODISED ALUMINIUM FITTINGS (ALL 9.95S FITTINGS SHALL BE ISI MARKED) Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS 9.97 : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete : 23 9.97.2 250x10 mm Each 60 115.15 6909 24 9.97.4 150x10 mm Each 120 82.55 9906 9.105S GYPSUM BOARD PARTITIONS CHAKRADHARPUR JHARKHAND DIVISION-GATI SHAKTI/SOUTH EASTERN R 9.119 Providing and fixing factory made P.V.C. Metre 120 492.7 59124 door frame of size 50x47 mm with a wall thickness of 5 mm, made out of extruded 5 mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos of 150 mm long brackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be 25 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. 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, panelling of 5 mm thick both side PVC sheet to be fitted in the M.S. frame welded/ sealed to the styles & rails with 7 mm (5 mm+2 mm) thick x 15 mm wide PVC sheet beading on inner side, and joined together with solvent cement adhesive. An additional 5 mm thick PVC strip of 20 mm width is to be stuck on the interior side of the 'C' Channel using PVC solvent adhesive etc. complete as per direction of Engineer-in-charge, manufacturer's specification & drawing. 26 9.120.1 30 mm thick plain PVC door shutters Sqm 60 3182.95 190977 Providing and fixing bright /matt finished Stainless Steel handles of approved 9.165 quality & make with necessary screws etc all complete. 27 9.165.1 125 mm Each 60 119.2 7152 10.0 STEEL WORK 10.1S General 10.1 Structural steel work in single section, Kg 300 117.35 35205 fixed with or without connecting plate, 28 including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. 10.2 Structural steel work riveted, bolted or Kg 24600 133.7 3289020 welded in built up sections, trusses and framed work, including cutting, hoisting, 29 fixing in position and applying a priming coat of approved steel primer all complete. CHAKRADHARPUR JHARKHAND DIVISION-GATI SHAKTI/SOUTH EASTERN R 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 300 172.6 51780 30 railings, brackets, gates and similar works 10.28 Providing and fixing stainless steel ( Grade Kg 210 772.4 162204 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, including fixing the railing with necessary accessories & 31 stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). 11.0 FLOORING 11.26S KOTA STONE FLOORING Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with 11.26 pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 32 11.26.1 25 mm thick Sqm 150 1948.25 292237.5 11.27 Kota stone slabs 20 mm thick in risers of Sqm 150 2354.7 353205 steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 33 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. 11.37S CERAMIC GLAZED TILES 11.37A Providing and fixing 1st quality ceramic Sqm 600 1112.7 667620 glazed floor 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 34 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. 11.41S VITRIFIED FLOOR TILES CHAKRADHARPUR JHARKHAND DIVISION-GATI SHAKTI/SOUTH EASTERN R Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with 11.41A grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily. Double charge vitrified tile polished finish 11.41A.1 of size 35 11.41A.1.1 Size of Tile 600 x 600 mm Sqm 300 1453.65 436095 Glazed Vitrified tiles Matt/Antiskid finish of 11.41A.3 size 36 11.41A.3.1 Size of Tile 600 x 600 mm Sqm 400 1464.85 585940 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 & 11.46 shade, 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. 37 11.46.1 Size of Tile 500x500 mm Sqm 180 1593.9 286902 12.0 ROOFING 12.37S RAIN WATER SPOUT AND PIPE 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. 38 12.41.2 110 mm diameter Metre 300 377.4 113220 12.50 Providing and fixing precoated galvanised Sqm 2400 738.65 1772760 iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in- charge) of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05 mm) with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have 39 protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. CHAKRADHARPUR JHARKHAND DIVISION-GATI SHAKTI/SOUTH EASTERN R Providing and fixing precoated galvanised steel sheet roofing accessories of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05 mm) with Zinc 12.51 coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete : 40 12.51.1 Ridges plain (500 - 600mm) Metre 395 532.35 210278.25 13.0 FINISHING 13.1S CEMENT PLASTER (IN FINE SAND) 13.1 12 mm cement plaster of mix : 41 13.1.2 1:6 (1 cement: 6 fine sand) Sqm 900 333.35 300015 13.4S CEMENT PLASTER (IN COARSE SAND) 15 mm cement plaster on rough side of 13.5 single or half brick wall of mix: 42 13.5.2 1:6 (1 cement: 6 coarse sand) Sqm 1200 395.35 474420 13.20S PEBBLE DASH PLASTER 13.26 Providing and applying plaster of paris Sqm 600 262.7 157620 putty of 2 mm thickness over plastered 43 surface to prepare the surface even and smooth complete. 13.37S INTERIOR FINISHING Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of 13.41 approved manufacturer and of required shade and colour all complete to achieve even shade and colour : 13.41.1 New work (two or more coats) over and Sqm 1999.67 185.65 371238.74 including water thinnable priming coat 44 with cement primer having VOC content less than 50 gram/litre 13.44S EXTERIOR FINISHING Finishing walls with water proofing cement 13.44 paint of required shade : 13.44.1 New work (Two or more coats applied @ Sqm 1500 116.9 175350 45 3.84 kg/10 sqm) Finishing with Deluxe Multi surface paint system for interiors and exteriors using 13.48 Primer as per manufacturers specifications : 13.48.3 Painting Steel work with Deluxe Multi Sqm 300 170.7 51210 Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm 46 over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture Painting with aluminium paint of approved 13.63 brand and manufacture to give an even shade . 47 13.63.1 Two or more coats on new work Sqm 950 146.8 139460 15.0 DISMANTLING AND DEMOLISHING 15.1S General 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 cum 5 2434.25 12171.25 48 (including equivalent design mix) CHAKRADHARPUR JHARKHAND DIVISION-GATI SHAKTI/SOUTH EASTERN R Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of 15.7 unserviceable material within 50 metres lead as per direction of Engineer-in- charge. 49 15.7.4 In cement mortar cum 5 2060.2 10301 17.0 SANITARY INSTALLATIONS 17.1S General Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including 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 30 6767.4 203022 50 pan of size 580x440 mm with integral type foot rests Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually 17.2 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 : 17.2.1 W.C. pan with ISI marked white solid Each 15 6515.55 97733.25 51 plastic seat and lid 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: 17.7.1 White Vitreous China Wash basin size Each 15 2648.85 39732.75 52 630x450 mm with a pair of 15 mm C.P. brass pillar taps Providing and fixing mirror of superior glass (of approved quality) and of required 17.32 shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing : 17.32.3 Oval shape 450x350 mm (outer Each 15 1377.1 20656.5 53 dimensions) Providing and fixing soil, waste and vent 17.35 pipes : 17.35.2 75 mm diameter : 54 17.35.2.1 Sand cast iron S&S pipe as per IS: 1729 Metre 60 1044.75 62685 17.71 Providing and fixing PTMT liquid soap Each 30 168.35 5050.5 container 109 mm wide, 125 mm high and 112 mm distance from wall of standard 55 shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. 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. 17.73.1 450 mm long towel rail with total length of Each 30 673.4 20202

of 88 mm, weighing not less than 170 gms CHAKRADHARPUR JHARKHAND DIVISION-GATI SHAKTI/SOUTH EASTERN R 18.0 WATER SUPPLY 18.4S PP-R PIPES Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes confirming to IS 15801, UV stabilized & anti - microbial fusion welded, having thermal stability for hot & cold water 18.4 supply, including all PP - R plain & brass threaded polypropylene random fittings and fixing the pipe with clamps at 1.00 m spacing. This includes testing of joints complete as per direction of Engineer-in- Charge. ( Internal Exposed on walls ) 57 18.4.4 PN - 16 Pipe, 40mm OD (SDR-7.4) Metre 360 545.75 196470 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 and 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 walls etc. 58 18.8.1 15 mm nominal dia Pipes Metre 300 497.8 149340 C.I. SLUICE VALVES/ FIRE HYDRANTS & 18.31S FIXTURES 18.48 Providing and placing on terrace (at all Per 15000 11 165000 floor levels) polyethylene water storage Litre tank, IS : 12701 marked, with cover and 59 suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 18.54S PTMT FITTINGS Providing and fixing PTMT bib cock of 18.54 approved quality and colour. 18.54.1 15 mm nominal bore, 86 mm long, Each 180 125.6 22608 60 weighing not less than 88 gms 21.0 ALUMINIUM WORK 21.1S General Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene 21.1 gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / panelling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, panelling and dash fasteners to be paid for separately) : 21.1.1 For fixed portion CHAKRADHARPUR JHARKHAND DIVISION-GATI SHAKTI/SOUTH EASTERN R 21.1.1.1 Anodised aluminium (anodised Kg 150 495.05 74257.5 transparent or dyed to required shade 61 according to IS: 1868, Minimum anodic coating of grade AC 15) For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for 21.1.2 fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately) 21.1.2.1 Anodised aluminium (anodised Kg 210 598.6 125706 transparent or dyed to required shade 62 according to IS: 1868, Minimum anodic coating of grade AC 15) Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / 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): 21.3.1 With float glass panes of 4.0 mm thickness Sqm 90 1176.8 105912 63 (weight not less than 10kg/sqm) 26.0 NEW TECHNOLOGIES AND MATERIALS 26.41S NEW TECHNOLOGY ITEMS 26.72 Providing and laying 60mm thick factory Sqm 300 829.75 248925 made cement concrete paver block of approved shape and colour of M -30 grade made of C&D waste by block making 64 machine with vibratory compaction laid in required pattern and including over 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. Total 16579781.49 Item- 19 ( construction of RCC tank 1,00,000 Litre capacity) S No. Item No Description of Item Unit Qty Rate Amount 2.0 EARTH WORK 2.1S General Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in 2.6 depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. 1 2.6.1 All kinds of soil cum 835.63 177.5 148324.33 2.27 Supplying and filling in plinth with sand cum 20.14 2123.75 42772.33 2 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 : 4.1.5 1:3:6 (1 Cement : 3 coarse sand (zone-III) cum 65.56 7294.7 478240.53 derived from natural sources : 6 graded 3 stone aggregate 20 mm nominal size derived from natural sources) CHAKRADHARPUR JHARKHAND DIVISION-GATI SHAKTI/SOUTH EASTERN R Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, 4.2 parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing: 4.2.2 1:1 1/2:3 (1 cement : 1 1/2 coarse sand cum 20.14 10357.55 208601.06 (zone-III) derived from natural sources : 3 4 graded stone aggregate 20 mm nominal size derived from natural sources). 5.0 REINFORCEMENT CEMENT CONCRETE 5.1S CAST IN SITU Providing and laying in position specified grade of reinforced cement concrete, 5.1 excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone- cum 40.28 9045.75 364362.81 III) derived from natural sources : 3 graded 5 stone aggregate 20 mm nominal size derived from natural sources) 5.5 Reinforced cement concrete work in cum 110 12205.85 1342643.5 arches, arch ribs, domes, vaults, shells, folded plate and roofs having slope more than 15 degree up to floor five level, excluding the cost of centering, shuttering, 6 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 924.13 392.15 362397.58 7 etc. for mass concrete 5.9.5 Lintels, beams, plinth beams, girders, Sqm 847 736.4 623730.8 8 bressummers and cantilevers 5.9.6 Columns, Pillars, Piers, Abutments, Posts Sqm 847 961.3 814221.1 9 and Struts 10 5.9.9 Arches, domes, vaults up to 6 m span Sqm 200 2154.35 430870 5.12S PRE-CAST RCC 5.12 Providing, hoisting and fixing above plinth cum 58.85 10585.9 622980.22 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 11 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). 5.22S STEEL REINFORCEMENT Steel reinforcement for R.C.C. work including straightening, cutting, bending, 5.22 placing in position and binding all complete upto plinth level. 5.22.6 Thermo-Mechanically Treated bars of Kg 12685 107.85 1368077.25 12 grade Fe-500D or more. CHAKRADHARPUR JHARKHAND DIVISION-GATI SHAKTI/SOUTH EASTERN R Steel reinforcement for R.C.C. work including straightening, cutting, bending, 5.22A placing in position and binding all complete above plinth level. 5.22A.6 Thermo-Mechanically Treated bars of Kg 28500 107.85 3073725 13 grade Fe-500D or more. 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 5.33 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: All works above plinth level upto floor V 5.33.2 level 5.33.2.3 Concrete of M35 grade with minimum cum 100 10162.35 1016235 14 cement content of 370 kg /cum 5.38 Extra for R.C.C./ B.M.C/ R.M.C. work above cum 100 355.65 35565 15 floor V level for each four floors or part thereof. 6.0 MASONRY WORK 6.1S General 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 26.85 7132.25 191500.91 16 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 20.14 9105.95 183393.83 17 sand) 6.12S HALF BRICK MASONRY Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class 6.12 designation 7.5 in foundations and plinth in : 6.12.2 cement mortar 1:4 (1 cement : 4 coarse Sqm 13.43 905.05 12154.82 18 sand) 8.0 CLADDING WORK 8.20S STONE WORK DRY CLADDING 8.31 Providing and fixing Ist quality ceramic Sqm 268.5 1267.95 340444.58 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 19 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. CHAKRADHARPUR JHARKHAND DIVISION-GATI SHAKTI/SOUTH EASTERN R 10.0 STEEL WORK 10.1S General 10.1 Structural steel work in single section, Kg 1611 117.35 189050.85 fixed with or without connecting plate, 20 including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. 10.2 Structural steel work riveted, bolted or Kg 5000 133.7 668500 welded in built up sections, trusses and framed work, including cutting, hoisting, 21 fixing in position and applying a priming coat of approved steel primer all complete. 11.0 FLOORING 11.1S General Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of 11.3 neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 11.3.1 40 mm thick with 20 mm nominal size Sqm 434.25 614.2 266716.35 22 stone aggregate 11.41S VITRIFIED FLOOR TILES Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with 11.41A grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily. Glazed vitrified floor tiles polished finish of 11.41A.2 size 23 11.41A.2.1 Size of Tile 600 x 600 mm Sqm 161.1 1502.75 242093.03 12.0 ROOFING 12.37S RAIN WATER SPOUT AND PIPE Providing & fixing at all heights, levels and locations colour finish Aluminium alloy roofing sheets of alloy IS designation 31500, temper Hx8 conforming to IS 737 and dimensions as per IS code 2676 with characteristics of good formability and corrosion resistance. The profile sheets shall be fixed to truss members in slope or 12.65 required pitch or curvature with Hex cap headed self drilling/tapping Stainless steel screws M6, 50 mm long with 3 mm EPDM seal washer etc. all inclusive of labour, scaffolding, T&P and sundries etc. complete as per directions of the Engineer-In-Charge. (Cost of truss/frame work shall be paid separately). 12.65.1 0.56 mm, Aluminium Color coated Sqm 107.4 1176.7 126377.58 troughed profile with center to center pitch 24 of 200 mm, depth of 32 mm, overall profile width1092 mm, cover width 1000 mm. 13.0 FINISHING CHAKRADHARPUR JHARKHAND DIVISION-GATI SHAKTI/SOUTH EASTERN R 13.1S CEMENT PLASTER (IN FINE SAND) 13.1 12 mm cement plaster of mix : 25 13.1.2 1:6 (1 cement: 6 fine sand) Sqm 268.5 333.35 89504.48 15 mm cement plaster on the rough side 13.2 of single or half brick wall of mix : 26 13.2.2 1:6 (1 cement: 6 fine sand) Sqm 1500 383 574500 13.16S 6 mm CEMENT PLASTER 27 13.18 Neat cement punning. Sqm 268.5 79.95 21466.58 13.20S PEBBLE DASH PLASTER 13.26 Providing and applying plaster of paris Sqm 805.5 262.7 211604.85 putty of 2 mm thickness over plastered 28 surface to prepare the surface even and smooth complete. 13.37S INTERIOR FINISHING Colour washing such as green, blue or buff 13.39 to give an even shade : 13.39.1 New work (two or more coats) with a base Sqm 1208.42 53.3 64408.79 29 coat of white washing with lime 13.44S EXTERIOR FINISHING Finishing with Deluxe Multi surface paint system for interiors and exteriors using 13.48 Primer as per manufacturers specifications : 13.48.3 Painting Steel work with Deluxe Multi Sqm 750 170.7 128025 Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm 30 over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture Finishing walls with water proofing cement 13.109 paint of required shade : 13.109.2 Old work (one or more coats @ 2.20 kg/10 Sqm 671.25 75.8 50880.75 31 sqm) complete. 17.0 SANITARY INSTALLATIONS 17.1S General Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including 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 8.06 6767.4 54545.24 32 pan of size 580x440 mm with integral type foot rests 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 8.06 12071.75 97298.31 33 automatic flushing cistern CHAKRADHARPUR JHARKHAND DIVISION-GATI SHAKTI/SOUTH EASTERN R 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: 17.7.1 White Vitreous China Wash basin size Each 8.06 2648.85 21349.73 34 630x450 mm with a pair of 15 mm C.P. brass pillar taps Providing and fixing white vitreous china wash basin including making all 17.25 connections but excluding the cost of fittings : 35 17.25.1 Flat back wash basin of size 630x450 mm Each 8.06 1339.7 10797.98 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 36 17.28.2.1 32 mm dia Each 53.7 119.55 6419.84 18.0 WATER SUPPLY 18.4S PP-R PIPES Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes confirming to IS 15801, UV stabilized & anti - microbial fusion welded, having thermal stability for hot & cold water 18.4 supply, including all PP - R plain & brass threaded polypropylene random fittings and fixing the pipe with clamps at 1.00 m spacing. This includes testing of joints complete as per direction of Engineer-in- Charge. ( Internal Exposed on walls ) 37 18.4.2 PN - 16 Pipe, 25mm OD (SDR-7.4) Metre 335.63 318.35 106847.81 18.6A Providing and fixing PPR Unions 38 18.6A.2 PPR Union 25mm Each 48.33 334 16142.22 18.15S BRASS FITTINGS Providing and fixing brass stop cock of 18.16 approved quality : 39 18.16.1 15 mm nominal bore Each 24.17 353.25 8538.05 C.I. SLUICE VALVES/ FIRE HYDRANTS & 18.31S FIXTURES Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber 18.31 insertions etc. (the tail pieces if required will be paid separately) : 18.31.1 100 mm diameter 40 18.31.1.1 Class I Each 10 4791.2 47912 18.31.3 150 mm diameter 41 18.31.3.1 Class I Each 32 6966.55 222929.6 18.31.4 200 mm diameter 42 18.31.4.1 Class I Each 16 13554.7 216875.2 18.49S C.P. BRASS FITTINGS Providing and fixing C.P. brass bib cock of 18.49 approved quality conforming to IS:8931 : 43 18.49.1 15 mm nominal bore Each 24.17 506.8 12249.36 18.59S AIR VALVE & WATER METER (BULK TYPE) Providing and fixing PTMT Ball cock of approved quality, colour and make 18.62 complete with Epoxy coated aluminium rod with L.P./ H.P.H.D. plastic ball. 18.62.4 40 mm nominal bore, 206mm long, Each 24.17 737.2 17818.12 44 weighing not less than 690 gms CHAKRADHARPUR JHARKHAND DIVISION-GATI SHAKTI/SOUTH EASTERN R Providing and laying S&S Centrifugally 18.72 Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 : 45 18.72.1 100 mm dia Ductile Iron Class K-7 pipes Metre 110 1257.8 138358 46 18.72.2 150 mm dia Ductile Iron Class K-7 pipes Metre 110 1789.6 196856 47 18.72.3 200 mm dia Ductile Iron Class K-7 pipes Metre 100 2328.15 232815 20.0 PILE WORK 20.1S General Providing, driving (with vibrating pile driving hammer complete with power units & accessories) and installing driven Pre- cast reinforced cement concrete piles of specified diameter and length below the pile cap in M-25 cement concrete to carry safe working load not less than specified with a central through preformed hole with M.S. black pipe of dia, 40 mm for grouting 20.5 with cement sand grouting of mix 1:2 (1cement : 2 coarse sand) under sufficient positive pressure to ensure complete filling including centring, shuttering, driving and removing the steel casing pipe and lifting casing etc. complete but excluding the cost of steel reinforcement. (Length of pile for payment shall be measured from top of the shoe to the bottom of pile cap). 48 20.5.6 1000 mm dia piles Metre 120 14946.4 1793568 Total 17494689.37 Item- 20 ( CST Plant) S No. Item No Description of Item Unit Qty Rate Amount 2.0 EARTH WORK 2.1S General Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in 2.6 depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. 1 2.6.1 All kinds of soil cum 300 177.5 53250 2.25A Excavating, supplying and filling of local cum 300 700.5 210150 earth (including royalty) by mechanical transport upto a lead of 5km also including 2 ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. 2.27 Supplying and filling in plinth with sand cum 140 2123.75 297325 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 : 4.1.3 1:2:4 (1 cement : 2 coarse sand (zone-III) cum 280 7878.5 2205980 derived from natural sources : 4 graded 4 stone aggregate 20 mm nominal size derived from natural sources) 5.0 REINFORCEMENT CEMENT CONCRETE 5.9S FORM WORK Centering and shuttering including 5.9 strutting, propping etc. and removal of form for CHAKRADHARPUR JHARKHAND DIVISION-GATI SHAKTI/SOUTH EASTERN R 5.9.1 Foundations, footings, bases of columns, Sqm 2000 392.15 784300 5 etc. for mass concrete 5.9.2 Walls (any thickness) including attached Sqm 500 842.5 421250 6 pilasters, buttresses, plinth and string courses etc. 5.22S STEEL REINFORCEMENT Steel reinforcement for R.C.C. work including straightening, cutting, bending, 5.22A placing in position and binding all complete above plinth level. 5.22A.6 Thermo-Mechanically Treated bars of Kg 12000 107.85 1294200 7 grade Fe-500D or more. 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 5.33 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: 5.33.1 All works upto plinth level 5.33.1.1 Concrete of M25 grade with minimum cum 150 9504.75 1425712.5 8 cement content of 330 kg /cum 6.0 MASONRY WORK 6.1S General 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 25 7132.25 178306.25 9 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 20 9105.95 182119 10 sand) 6.26S EXPOSED BRICK WALL Brick work with clay flyash F.P.S. (non modular) brick of class designation 7.5 in 6.32 superstructure above plinth level up to floor five level in : 6.32.1 Cement mortar 1:4 (1 cement : 4 coarse cum 40 9333.45 373338 11 sand) 9.0 WOOD AND P.V.C. WORK 9.40S MISCELLANEOUS-WOOD WORK Providing and fixing M.S. grills of required pattern in frames of windows etc. with 9.48 M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. 12 9.48.1 Fixed to steel windows by welding Kg 400 219.1 87640 9.48.2 Fixed to openings /wooden frames with Kg 200 238.35 47670 13 rawl plugs screws etc. 10.0 STEEL WORK 10.1S General CHAKRADHARPUR JHARKHAND DIVISION-GATI SHAKTI/SOUTH EASTERN R 10.2 Structural steel work riveted, bolted or Kg 4800 133.7 641760 welded in built up sections, trusses and framed work, including cutting, hoisting, 14 fixing in position and applying a priming coat of approved steel primer all complete. 11.0 FLOORING 11.1S General Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of 11.3 neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 11.3.1 40 mm thick with 20 mm nominal size Sqm 100 614.2 61420 15 stone aggregate 11.37S CERAMIC GLAZED TILES 11.37 Providing and laying Ceramic glazed floor Sqm 80 1096.55 87724 tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, 16 Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete. 13.0 FINISHING 13.1S CEMENT PLASTER (IN FINE SAND) 13.1 12 mm cement plaster of mix : 17 13.1.2 1:6 (1 cement: 6 fine sand) Sqm 100 333.35 33335 15 mm cement plaster on the rough side 13.2 of single or half brick wall of mix : 18 13.2.1 1:4 (1 cement: 4 fine sand) Sqm 100 399.45 39945 13.11S CEMENT PLASTER IN TWO COATS 13.14 15 mm cement plaster 1:2 (1 cement : 2 Sqm 100 437.2 43720 19 stone dust) on the rough side of single or half brick wall. 13.16S 6 mm CEMENT PLASTER 20 13.18 Neat cement punning. Sqm 100 79.95 7995 13.37S INTERIOR FINISHING Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of 13.41 approved manufacturer and of required shade and colour all complete to achieve even shade and colour : 13.41.1 New work (two or more coats) over and Sqm 100 185.65 18565 including water thinnable priming coat 21 with cement primer having VOC content less than 50 gram/litre 17.0 SANITARY INSTALLATIONS 17.1S General Providing and fixing soil, waste and vent 17.35 pipes : 17.35.1 100 mm dia 17.35.1.2 Centrifugally cast (spun) iron socket & Metre 200 1180.75 236150 22 spigot (S&S) pipe as per IS: 3989 18.0 WATER SUPPLY 18.15S BRASS FITTINGS CHAKRADHARPUR JHARKHAND DIVISION-GATI SHAKTI/SOUTH EASTERN R Providing and fixing gun metal non- return 18.19 valve of approved quality (screwed end) : 18.19.1 25 mm nominal bore 23 18.19.1.2 Vertical Each 50 624.1 31205 C.I. SLUICE VALVES/ FIRE HYDRANTS & 18.31S FIXTURES Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber 18.31 insertions etc. (the tail pieces if required will be paid separately) : 18.31.1 100 mm diameter 24 18.31.1.2 Class II Each 50 4985.85 249292.5 18.48 Providing and placing on terrace (at all Per 1000 11 11000 floor levels) polyethylene water storage Litre tank, IS : 12701 marked, with cover and 25 suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 18.59S AIR VALVE & WATER METER (BULK TYPE) Providing and laying S&S Centrifugally 18.72 Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 : 26 18.72.4 250 mm dia Ductile Iron Class K-7 pipes Metre 150 2880.7 432105 21.0 ALUMINIUM WORK 21.1S General Providing and fixing 12 mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade l Type ll, in 21.2 panelling fixed in aluminium doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of engineer-in-charge. 21.2.1 Pre-laminated particle board with Sqm 50 1139.3 56965 27 decorative lamination on one side and balancing lamination on other side Total 9512422.25 Item- 21 Construction of New GRP office cum barrack against dismantling under ABSS S No. Item No Description of Item Unit Qty Rate Amount 1.0 CARRIAGE OF MATERIALS By Mechanical Transport including loading, 1.1 unloading and stacking 1.1.1 Lime, moorum, building rubbish 1 1.1.1.2 2km cum 9 196.66 1769.94 2.0 EARTH WORK 2.1S General Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan 2.1 including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: 2 2.1.1 All kinds of soil Sqm 108 129.85 14023.8 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in 2.6 depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. 3 2.6.1 All kinds of soil cum 1020 177.5 181050 CHAKRADHARPUR JHARKHAND DIVISION-GATI SHAKTI/SOUTH EASTERN R 2.25 Filling available excavated earth cum 333 196 65268 (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 4 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. 2.27 Supplying and filling in plinth with sand cum 114.5 2123.75 243169.38 5 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 : 4.1.2 1:1 1/2:3 (1 Cement: 1 1/2 coarse sand cum 18 8340.85 150135.3 (zone-III) derived from natural sources : 3 6 graded stone aggregate 20 mm nominal size derived from natural sources) 4.1.5 1:3:6 (1 Cement : 3 coarse sand (zone-III) cum 5 7294.7 36473.5 derived from natural sources : 6 graded 7 stone aggregate 20 mm nominal size derived from natural sources) Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, 4.2 parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing: 4.2.3 1:2:4 (1 Cement : 2 coarse sand (zone-III) cum 32.5 9895.2 321594 derived from natural sources : 4 graded 8 stone aggregate 20 mm nominal size derived from natural sources) Centering and shuttering including 4.3 strutting, propping etc. and removal of form work for : 9 4.3.1 Foundations, footings, bases for columns Sqm 30 392.15 11764.5 5.0 REINFORCEMENT CEMENT CONCRETE 5.1S CAST IN SITU Providing and laying in position specified grade of reinforced cement concrete, 5.1 excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone- cum 62 9045.75 560836.5 III) derived from natural sources : 3 graded 10 stone aggregate 20 mm nominal size derived from natural sources) 5.3 Reinforced cement concrete work in cum 40.5 11505.5 465972.75 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 11 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 CHAKRADHARPUR JHARKHAND DIVISION-GATI SHAKTI/SOUTH EASTERN R Centering and shuttering including 5.9 strutting, propping etc. and removal of form for 5.9.3 Suspended floors, roofs, landings, Sqm 270 927.25 250357.5 12 balconies and access platform 5.9.5 Lintels, beams, plinth beams, girders, Sqm 900 736.4 662760 13 bressummers and cantilevers 5.9.6 Columns, Pillars, Piers, Abutments, Posts Sqm 225 961.3 216292.5 14 and Struts 5.9.7 Stairs, (excluding landings) except spiral- Sqm 72 764.95 55076.4 15 staircases 5.12S PRE-CAST RCC 5.12 Providing, hoisting and fixing above plinth cum 10 10585.9 105859 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 16 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). 5.22S STEEL REINFORCEMENT Steel reinforcement for R.C.C. work including straightening, cutting, bending, 5.22 placing in position and binding all complete upto plinth level. 5.22.6 Thermo-Mechanically Treated bars of Kg 22300 107.85 2405055 17 grade Fe-500D or more. 6.0 MASONRY WORK 6.1S General Brick work with common burnt clay 6.2 modular bricks of class designation 7.5 in foundation and plinth in: 6.2.2 Cement Mortar 1:6 (1 cement : 6 coarse cum 45 6295.15 283281.75 18 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 : 6.4.1 Cement mortar 1:4 (1 cement : 4 coarse cum 45 9344.35 420495.75 19 sand) 6.4.2 Cement mortar 1:6 (1 cement : 6 coarse cum 81 9105.95 737581.95 20 sand) 6.12S HALF BRICK MASONRY Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class 6.12 designation 7.5 in foundations and plinth in : 6.12.2 cement mortar 1:4 (1 cement : 4 coarse Sqm 270 905.05 244363.5 21 sand) 8.0 CLADDING WORK 8.1S General CHAKRADHARPUR JHARKHAND DIVISION-GATI SHAKTI/SOUTH EASTERN R 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 to edges to give high gloss finish etc. complete at all levels Raj Nagar Plain white marble/ Udaipur 8.2.1 green marble/ Zebra black marble 22 8.2.1.1 Area of slab upto 0.50 sqm Sqm 9 3414.8 30733.2 23 8.2.1.2 Area of slab over 0.50 sqm Sqm 9 3078.4 27705.6 Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., 8.3 including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. 24 8.3.2 Granite work Metre 9 510.95 4598.55 9.0 WOOD AND P.V.C. WORK 9.1S FRAMES AND TRUSSES Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for 9.7 panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick : 9.7.8 Fly proof stainless steel grade 304 wire Sqm 31.5 1800.45 56714.18 gauge with 0.5 mm dia. wire and 1.4 mm 25 wide aperture with matching wood beading 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. 9.20.2 30 mm thick including ISI marked Sqm 9 3167.95 28511.55 26 Stainless Steel butt hinges with necessary screws 9.40S MISCELLANEOUS-WOOD WORK Providing and fixing nickel plated M.S. pipe 9.47 curtain rods with nickel plated brackets : 27 9.47.2 25 mm dia (heavy type) Metre 13.5 186.4 2516.4 Providing and fixing M.S. grills of required pattern in frames of windows etc. with 9.48 M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. 28 9.48.1 Fixed to steel windows by welding Kg 180 219.1 39438 9.55S BRIGHT FINISHED M.S. FITTINGS Providing and fixing ISI marked IS:1341 9.55 M.S. pressed butt hinges bright finished with necessary screws etc. complete : 29 9.55.1 125x65x2.12 mm Each 27 53 1431 9.88S CHROMIUM PLATED BRASS FITTINGS CHAKRADHARPUR JHARKHAND DIVISION-GATI SHAKTI/SOUTH EASTERN R Providing and fixing chromium plated 9.92 brass handles with necessary screws etc. complete: 30 9.92.1 125 mm Each 18 231.05 4158.9 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 9.96 : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete : 31 9.96.2 250x16 mm Each 9 260.6 2345.4 Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS 9.97 : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete : 32 9.97.2 250x10 mm Each 9 115.15 1036.35 Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 9.101 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete. 33 9.101.1 Single rubber stopper Each 9 39.6 356.4 9.105S GYPSUM BOARD PARTITIONS Providing and fixing to existing door 9.118 frames. 9.118.1 24 mm thick factory made PVC door Sqm 13.5 2969.25 40084.88 shutters made of styles and rails of a uPVC hollow section of size 59x24 mm and wall thickness 2 mm ( +/- 0.2 mm) with inbuilt edging on both sides. The styles and rails mitred and joint at the corners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 20x20 mm and 1 mm ( +/- 0.1 mm) wall thickness. The lock rail made up of 'H' section, a uPVC hollow section of size 100x24 mm 34 and 2 mm ( +/- 0.2 mm) wall thickness, fixed to the shutter styles by means of plastic/galvanised M.S. 'U' cleats. The shutter frame filled with a uPVC multi- chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm ( +/- 0.1 mm) wall thickness. The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer's specification and direction of Engineer-in-charge. (For W.C. and bathroom door shutter). CHAKRADHARPUR JHARKHAND DIVISION-GATI SHAKTI/SOUTH EASTERN R 9.121 Providing and fixing Fiber Glass Reinforced Metre 45 570.95 25692.75 plastic (FRP) Door Frames of cross-section 90 mm x 45 mm having single rebate of 32mm x 15 mm to receive shutter of 30 mm thickness. The laminate shall be moulded with fire resistant grade 35 unsaturated polyester resin and chopped mat. Door frame laminate shall be 2 mm thick and shall be filled with suitable wooden block in all the three legs. The frame shall be covered with fiber glass from all sides. M.S. stay shall be provided at the bottom to steady the frame. Providing and fixing factory made uPVC glazed/wire mesh windows/ doors comprising of lead free uPVC multi- chambered frame, sash and mullion/coupler (where ever required) extruded profiles having minimum wall thickness of 1.70 mm for Series R1 and R2 profiles and 2.10 mm for Series R3 and R4 profiles conforming to EN: 12608 in any shape, colour and design duly reinforced with galvanized mild steel section made of required shape & size as per CPWD Specification, uPVC extruded glazing beads, interlocks and Inline sash adaptor (where ever required) of appropriate dimension, EPDM gasket, hardware, SS 304 grade fasteners of minimum 8 mm dia with countersunk head, comprising of matching polyamide PA6 grade sleeve for fixing frame to finished wall as per IS 1367 : Part 1 to 14, plastic packers, plastic caps 9.147 and necessary stainless steel screws etc. Profile of frame, sash & mullion (if required) shall be mitred cut and fusion welded/mechanically jointed duly sealed at all corners, including drilling of holes for fixing hardware 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 approved size and quality, all complete as per approved drawing conforming to CPWD specification & direction of Engineer-in-Charge. Section of steel reinforcement and cross sections of uPVC profiles to be as per design approved by Engineer-in-Charge. Wire mesh / Glazing of plain/ toughened/ laminated/ double glass unit with / without high performance coatings as per design requirements and conforming to IS: 3548 & IS: 16231 shall be paid separately. Two track two panels sliding window with 9.147.A1 Aluminium channel for roller track, wool pile, nylon rollers with SS 304 body. 9.147.A1.1 Using R2 series with frame (40 mm & Sqm 45 8298.85 373448.25 above) x (40 mm & above) & sash (25 mm 36 & above) x (50 mm & above) with zinc alloy (zamak) powder coated touch locks with hook (Height upto 1.2 metre). 10.0 STEEL WORK 10.1S General 10.1 Structural steel work in single section, Kg 135 117.35 15842.25 fixed with or without connecting plate, 37 including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. CHAKRADHARPUR JHARKHAND DIVISION-GATI SHAKTI/SOUTH EASTERN R 10.2 Structural steel work riveted, bolted or Kg 9980 133.7 1334326 welded in built up sections, trusses and framed work, including cutting, hoisting, 38 fixing in position and applying a priming coat of approved steel primer all complete. 10.28 Providing and fixing stainless steel ( Grade Kg 180 772.4 139032 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, including fixing the railing with necessary accessories & 39 stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). 11.0 FLOORING 11.1S General 11.7 Cement concrete pavement with 1:2:4 (1 cum 13.5 8595.15 116034.53 cement : 2 coarse sand : 4 graded stone 40 aggregate 20 mm nominal size), including finishing complete. 11.37S CERAMIC GLAZED TILES 11.39 Providing and laying rectified Glazed Sqm 18 1330 23940 Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in colours 41 White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement: 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. 11.41S VITRIFIED FLOOR TILES Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved 11.41 make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. 42 11.41.2 Size of Tile 600x600 mm Sqm 270 1553.45 419431.5 Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement 11.55 : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge : CHAKRADHARPUR JHARKHAND DIVISION-GATI SHAKTI/SOUTH EASTERN R 11.55.1 Flamed finish granite stone slab Jet Black, Sqm 27 3186.7 86040.9 43 Cherry Red, Elite Brown, Cat Eye or equivalent. 12.0 ROOFING 12.37S RAIN WATER SPOUT AND PIPE 12.50 Providing and fixing precoated galvanised Sqm 200 738.65 147730 iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in- charge) of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05 mm) with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have 44 protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. Providing and fixing precoated galvanised steel sheet roofing accessories of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05 mm) with Zinc 12.51 coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete : 45 12.51.1 Ridges plain (500 - 600mm) Metre 20 532.35 10647 13.0 FINISHING 13.4S CEMENT PLASTER (IN COARSE SAND) 13.4 12 mm cement plaster of mix : 46 13.4.1 1:4 (1 cement: 4 coarse sand) Sqm 1080 357.35 385938 15 mm cement plaster on rough side of 13.5 single or half brick wall of mix: 47 13.5.2 1:6 (1 cement: 6 coarse sand) Sqm 36 395.35 14232.6 13.20S PEBBLE DASH PLASTER 13.26 Providing and applying plaster of paris Sqm 36 262.7 9457.2 putty of 2 mm thickness over plastered 48 surface to prepare the surface even and smooth complete. 13.37S INTERIOR FINISHING Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of 13.41 approved manufacturer and of required shade and colour all complete to achieve even shade and colour : 13.41.1 New work (two or more coats) over and Sqm 1620 185.65 300753 including water thinnable priming coat 49 with cement primer having VOC content less than 50 gram/litre 13.44S EXTERIOR FINISHING Finishing walls with water proofing cement 13.44 paint of required shade : CHAKRADHARPUR JHARKHAND DIVISION-GATI SHAKTI/SOUTH EASTERN R 13.44.1 New work (Two or more coats applied @ Sqm 1620 116.9 189378 50 3.84 kg/10 sqm) Finishing walls with 100% Premium acrylic emulsion paint (Company Depot Tinted) having VOC less than 50 gm/litre and UV 13.48A resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade with silicon additives. 13.48A.1 New work (Two or more coats applied @ Sqm 1620 181.25 293625 1.43 litre/ 10 sqm. Over and including 51 priming coat of exterior primer applied @ 0.90 litre/10 sqm. Painting with synthetic enamel paint of 13.61 approved brand and manufacture to give an even shade : 52 13.61.1 Two or more coats on new work Sqm 540 155.9 84186 15.0 DISMANTLING AND DEMOLISHING 15.1S General 15.3 Demolishing R.C.C. work manually/ by cum 61 3551.25 216626.25 mechanical means including stacking of 53 steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of 15.7 unserviceable material within 50 metres lead as per direction of Engineer-in- charge. 54 15.7.4 In cement mortar cum 27 2060.2 55625.4 15.18 Dismantling steel work in built up sections Kg 8000 5.65 45200 in angles, tees, flats and channels including all gusset plates, bolts, nuts, 55 cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. Dismantling roofing including ridges, hips, 15.28 valleys and gutters etc., and stacking the material within 50 metres lead of: 56 15.28.1 G.S. Sheet Sqm 15 164.95 2474.25 17.0 SANITARY INSTALLATIONS 17.1S General Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including 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 .9 6767.4 6090.66 57 pan of size 580x440 mm with integral type foot rests Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually 17.2 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 : CHAKRADHARPUR JHARKHAND DIVISION-GATI SHAKTI/SOUTH EASTERN R 17.2.1 W.C. pan with ISI marked white solid Each 1.8 6515.55 11727.99 58 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 1.8 12071.75 21729.15 59 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: 17.7.1 White Vitreous China Wash basin size Each 3.6 2648.85 9535.86 60 630x450 mm with a pair of 15 mm C.P. brass pillar taps Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 17.10 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required : 17.10.2 Kitchen sink without drain board 61 17.10.2.1 610x510 mm bowl depth 200 mm Each 1.8 4940.8 8893.44 Providing and fixing white vitreous china wash basin including making all 17.25 connections but excluding the cost of fittings : 62 17.25.1 Flat back wash basin of size 630x450 mm Each 1.8 1339.7 2411.46 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 63 17.28.2.1 32 mm dia Each 3.6 119.55 430.38 Providing and fixing mirror of superior glass (of approved quality) and of required 17.32 shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing : 64 17.32.2 Rectangular shape 453x357 mm Each 1.8 1361.8 2451.24 Providing and fixing soil, waste and vent 17.35 pipes : 17.35.1 100 mm dia 65 17.35.1.1 Sand cast iron S&S pipe as per IS: 1729 Metre 22.5 1151.9 25917.75 Providing and fixing PTMT Bottle Trap for 17.70 Wash basin and sink. 17.70.2 Bottle trap 38 mm single piece moulded Each 1.8 375.65 676.17 with height of 270 mm, effective length of tail pipe 260 mm from the centre of the 66 waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 263 gms CHAKRADHARPUR JHARKHAND DIVISION-GATI SHAKTI/SOUTH EASTERN R 17.71 Providing and fixing PTMT liquid soap Each 1.8 168.35 303.03 container 109 mm wide, 125 mm high and 112 mm distance from wall of standard 67 shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. 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. 17.73.1 450 mm long towel rail with total length of Each 1.8 673.4 1212.12

of 88 mm, weighing not less than 170 gms 18.0 WATER SUPPLY 18.4S PP-R PIPES Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes confirming to IS 15801, UV stabilized & anti - microbial fusion welded, having thermal stability for hot & cold water 18.4 supply, including all PP - R plain & brass threaded polypropylene random fittings and fixing the pipe with clamps at 1.00 m spacing. This includes testing of joints complete as per direction of Engineer-in- Charge. ( Internal Exposed on walls ) 69 18.4.2 PN - 16 Pipe, 25mm OD (SDR-7.4) Metre 225 318.35 71628.75 70 18.4.3 PN - 16 Pipe, 32mm OD (SDR-7.4) Metre 180 362.9 65322 71 18.4.4 PN - 16 Pipe, 40mm OD (SDR-7.4) Metre 225 545.75 122793.75 Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes confirming to IS:15801 UV stabilized & anti - microbial fusion welded, having thermal stability for hot & cold water supply, 18.6 including all PP - R plain & brass threaded polypropylene random fittings, including trenching, refilling & testing of joints complete as per direction of Engineer-in- Charge. External work 72 18.6.4 PN - 16 Pipe, 40 mm OD (SDR-7.4) Metre 135 415.1 56038.5 73 18.6.5 PN - 10 Pipe, 50 mm OD (SDR-11) Metre 90 450.95 40585.5 18.6A Providing and fixing PPR Unions 74 18.6A.1 PPR Union 20mm Each 45 315.5 14197.5 75 18.6A.2 PPR Union 25mm Each 45 334 15030 76 18.6A.3 PPR Union 32mm Each 45 403.7 18166.5 77 18.6A.4 PPR Union 40mm Each 45 543.1 24439.5 18.7S C.P.V.C. PIPES Providing and fixing G.I. pipes complete 18.12 with G.I. fittings including trenching and refilling etc. External work 78 18.12.6 50 mm dia nominal bore Metre 270 762.15 205780.5 79 18.12.7 65 mm dia nominal bore Metre 225 896.6 201735 18.15S BRASS FITTINGS Providing and fixing brass stop cock of 18.16 approved quality : 80 18.16.1 15 mm nominal bore Each 45 353.25 15896.25 C.I. SLUICE VALVES/ FIRE HYDRANTS & 18.31S FIXTURES CHAKRADHARPUR JHARKHAND DIVISION-GATI SHAKTI/SOUTH EASTERN R 18.48 Providing and placing on terrace (at all Per 4500 11 49500 floor levels) polyethylene water storage Litre tank, IS : 12701 marked, with cover and 81 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 bib cock of 18.49 approved quality conforming to IS:8931 : 82 18.49.1 15 mm nominal bore Each 9 506.8 4561.2 Providing and fixing C.P. brass long body bib cock of approved quality conforming to 18.51 IS standards and weighing not less than 690 gms. 83 18.51.1 15 mm nominal bore Each 1.8 798.95 1438.11 18.54S PTMT FITTINGS Providing and fixing PTMT grating of 18.58 approved quality and colour. 18.58.1 Circular type 84 18.58.1.1 100 mm nominal dia Each 1.8 37.6 67.68 18.59S AIR VALVE & WATER METER (BULK TYPE) Providing and fixing PTMT Ball cock of approved quality, colour and make 18.62 complete with Epoxy coated aluminium rod with L.P./ H.P.H.D. plastic ball. 18.62.4 40 mm nominal bore, 206mm long, Each 22.5 737.2 16587 85 weighing not less than 690 gms 18.64 Providing and fixing PTMT swivelling Each 1.8 121.4 218.52 86 shower, 15 mm nominal bore, weighing not less than 40 gms 21.0 ALUMINIUM WORK 21.1S General Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene 21.1 gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / panelling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, panelling and dash fasteners to be paid for separately) : 21.1.1 For fixed portion 21.1.1.2 Powder coated aluminium (minimum Kg 54 530.9 28668.6 87 thickness of powder coating 50 micron) For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for 21.1.2 fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately) 21.1.2.2 Powder coated aluminium (minimum Kg 27 634.45 17130.15 88 thickness of powder coating 50 micron) CHAKRADHARPUR JHARKHAND DIVISION-GATI SHAKTI/SOUTH EASTERN R 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): 21.3.1 With float glass panes of 4.0 mm thickness Sqm 18 1176.8 21182.4 89 (weight not less than 10kg/sqm) 23.0 RAIN WATER HARVESTING & TUBEWELLS 23.1S General Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ 23.1 bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in- charge, upto 90 metre depth below ground level. 23.1.1 All types of soil 90 23.1.1.2 350 mm dia Metre 27 774.05 20899.35 23.1.2 Rocky strata including Boulders 91 23.1.2.1 300 mm dia Metre 27 1695.1 45767.7 Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to 23.3 IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. 92 23.3.2 150 mm nominal size dia Metre 27 793.25 21417.75 Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 23.4 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in- charge. 93 23.4.2 150 mm nominal size dia Metre 27 807.45 21801.15 23.12 Development of tube well in accordance Hour 13.5 1085.05 14648.18 with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by V notch method or any other approved 94 method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, including disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer- in-charge. Total 13169353.10 Item- 22 Road and parking area, Retail space Master Plan S No. Item No Description of Item Unit Qty Rate Amount 2.0 EARTH WORK CHAKRADHARPUR JHARKHAND DIVISION-GATI SHAKTI/SOUTH EASTERN R 2.1S General Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan 2.1 including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: 1 2.1.1 All kinds of soil Sqm 180 129.85 23373 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in 2.6 depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. 2 2.6.1 All kinds of soil cum 892 177.5 158330 2.27 Supplying and filling in plinth with sand cum 108 2123.75 229365 3 under floors, including watering, ramming, consolidating and dressing complete. Felling trees of the girth (measured at a height of 1 m above ground level), including cutting of trunks and branches, 2.33 removing the roots and stacking of serviceable material and disposal of unserviceable material. 2.33.1 Beyond 30 cm girth upto and including 60 Each 3150 532.35 1676902.5 4 cm girth 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 : 5 4.3.1 Foundations, footings, bases for columns Sqm 86.4 392.15 33881.76 4.5S CEMENT CONCRETE PRECAST Providing and fixing at or near ground level precast cement concrete in kerbs, edgings etc. as per approved pattern and 4.6 setting in position with cement mortar 1:3 (1 Cement : 3 coarse sand), including the cost of required centering, shuttering complete. 4.6.1 1:1 1/2:3 (1 Cement: 1 1/2 coarse sand cum 1.44 8726.85 12566.66 (zone-III) derived from natural sources: 3 6 graded stone aggregate 20 mm nominal size derived from natural sources). 5.0 REINFORCEMENT CEMENT CONCRETE 5.1S CAST IN SITU Providing and laying in position specified grade of reinforced cement concrete, 5.1 excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone- cum 82.8 9045.75 748988.1 III) derived from natural sources : 3 graded 7 stone aggregate 20 mm nominal size derived from natural sources) 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 : CHAKRADHARPUR JHARKHAND DIVISION-GATI SHAKTI/SOUTH EASTERN R 5.2.2 1:1.5:3 (1 cement : 1.5 coarse sand(zone- cum 93.6 10852.95 1015836.12 III) derived from natural sources : 3 graded 8 stone aggregate 20 mm nominal size derived from natural sources) 5.8 Reinforced cement concrete work in cum 18 11454.35 206178.3 vertical and horizontal fins individually or forming box louvers, facias and eaves boards above plinth level up to floor five level, excluding the cost of centering, 9 shuttering, finishing and reinforcement with 1:1.5:3 (1cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20mm nominal size derived from natural sources). 5.9S FORM WORK Centering and shuttering including 5.9 strutting, propping etc. and removal of form for 5.9.3 Suspended floors, roofs, landings, Sqm 914.4 927.25 847877.4 10 balconies and access platform 5.9.5 Lintels, beams, plinth beams, girders, Sqm 259.2 736.4 190874.88 11 bressummers and cantilevers 5.9.6 Columns, Pillars, Piers, Abutments, Posts Sqm 331.2 961.3 318382.56 12 and Struts 5.9.19 Weather shade, Chajjas, corbels etc., Sqm 7.2 951.1 6847.92 13 including edges 5.12S PRE-CAST RCC 5.12 Providing, hoisting and fixing above plinth cum 32.4 10585.9 342983.16 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 14 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). 5.22S STEEL REINFORCEMENT Steel reinforcement for R.C.C. work including straightening, cutting, bending, 5.22 placing in position and binding all complete upto plinth level. 5.22.6 Thermo-Mechanically Treated bars of Kg 16916.4 107.85 1824433.74 15 grade Fe-500D or more. Steel reinforcement for R.C.C. work including straightening, cutting, bending, 5.22A placing in position and binding all complete above plinth level. 5.22A.6 Thermo-Mechanically Treated bars of Kg 25984.8 107.85 2802460.68 16 grade Fe-500D or more. 5.23S MISCELLANEOUS 5.30 Add for plaster drip course/ groove in Metre 32.4 78.4 2540.16 17 plastered surface or moulding to R.C.C. projections. 6.0 MASONRY WORK 6.1S General 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 108 7132.25 770283 18 sand) CHAKRADHARPUR JHARKHAND DIVISION-GATI SHAKTI/SOUTH EASTERN R 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 315 9105.95 2868374.25 19 sand) 6.12S HALF BRICK MASONRY Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class 6.12 designation 7.5 in foundations and plinth in : 6.12.2 cement mortar 1:4 (1 cement : 4 coarse Sqm 108 905.05 97745.4 20 sand) 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 675 1123.8 758565 21 sand) 7.0 STONE WORK 7.24S MISCELLANEOUS STONE WORK Stone tile work for wall lining upto 10 m height with special adhesive over 12 mm thick bed of cement mortar 1:3 (1 cement 7.38 : 3 coarse sand), including pointing in white cement with an admixture of pigment to match the stone shade. 8 mm thick (mirror polished and machine 7.38.1 cut edge) 22 7.38.1.1 Granite stone of any colour and shade Sqm 76.5 3094.55 236733.08 8.0 CLADDING WORK 8.1S General Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture 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 to edges to give high gloss finish etc. complete at all levels Granite stone slab colour black, 8.2.2 Cherry/Ruby red 23 8.2.2.2 Area of slab over 0.50 sqm Sqm 18 5136.3 92453.4 8.20S STONE WORK DRY CLADDING 8.31 Providing and fixing Ist quality ceramic Sqm 72 1267.95 91292.4 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 24 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 9.40S MISCELLANEOUS-WOOD WORK CHAKRADHARPUR JHARKHAND DIVISION-GATI SHAKTI/SOUTH EASTERN R Providing and fixing M.S. grills of required pattern in frames of windows etc. with 9.48 M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. 25 9.48.1 Fixed to steel windows by welding Kg 1800 219.1 394380 9.48.2 Fixed to openings /wooden frames with Kg 2025 238.35 482658.75 26 rawl plugs screws etc. 9.70S STAINLESS STEEL FITTINGS Providing and fixing IS : 12817 marked 9.70 stainless steel butt hinges with stainless steel screws etc. complete : 27 9.70.2 100X58X1.90 mm Each 13.5 107.1 1445.85 ANODISED ALUMINIUM FITTINGS (ALL 9.95S FITTINGS SHALL BE ISI MARKED) Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS 9.97 : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete : 28 9.97.4 150x10 mm Each 21.6 82.55 1783.08 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 : 29 9.100.1 125 mm Each 21.6 66.25 1431 9.105S GYPSUM BOARD PARTITIONS 9.121 Providing and fixing Fiber Glass Reinforced Metre 40.5 570.95 23123.48 plastic (FRP) Door Frames of cross-section 90 mm x 45 mm having single rebate of 32mm x 15 mm to receive shutter of 30 mm thickness. The laminate shall be moulded with fire resistant grade 30 unsaturated polyester resin and chopped mat. Door frame laminate shall be 2 mm thick and shall be filled with suitable wooden block in all the three legs. The frame shall be covered with fiber glass from all sides. M.S. stay shall be provided at the bottom to steady the frame. Providing and fixing to existing door 9.122 frames. 9.122.1 30 mm thick Glass Fibre Reinforced Plastic Sqm 54 3720.75 200920.5 (FRP) panelled door shutter of required colour and approved brand and manufacture, made with fire - retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate for 31 forming hollow rails and styles, with wooden frame and suitable blocks of seasoned wood inside at required places for fixing of fittings, cast monolithically with 5 mm thick FRP laminate for panels conforming to IS: 14856, including fixing to frames. CHAKRADHARPUR JHARKHAND DIVISION-GATI SHAKTI/SOUTH EASTERN R Providing and fixing factory made uPVC glazed/wire mesh windows/ doors comprising of lead free uPVC multi- chambered frame, sash and mullion/coupler (where ever required) extruded profiles having minimum wall thickness of 1.70 mm for Series R1 and R2 profiles and 2.10 mm for Series R3 and R4 profiles conforming to EN: 12608 in any shape, colour and design duly reinforced with galvanized mild steel section made of required shape & size as per CPWD Specification, uPVC extruded glazing beads, interlocks and Inline sash adaptor (where ever required) of appropriate dimension, EPDM gasket, hardware, SS 304 grade fasteners of minimum 8 mm dia with countersunk head, comprising of matching polyamide PA6 grade sleeve for fixing frame to finished wall as per IS 1367 : Part 1 to 14, plastic packers, plastic caps 9.147 and necessary stainless steel screws etc. Profile of frame, sash & mullion (if required) shall be mitred cut and fusion welded/mechanically jointed duly sealed at all corners, including drilling of holes for fixing hardware 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 approved size and quality, all complete as per approved drawing conforming to CPWD specification & direction of Engineer-in-Charge. Section of steel reinforcement and cross sections of uPVC profiles to be as per design approved by Engineer-in-Charge. Wire mesh / Glazing of plain/ toughened/ laminated/ double glass unit with / without high performance coatings as per design requirements and conforming to IS: 3548 & IS: 16231 shall be paid separately. Three track three panels sliding window with two glazed & one wire mesh panels 9.147.A4 with Aluminium channel for roller track, wool pile, nylon rollers with SS 304 body. 9.147.A4.3 Using R4 series with frame (115 mm & Sqm 54 12372.25 668101.5 above) x (45 mm & above) & both glazed and fly screen sash (44 mm & above) x 32 (55 mm & above) with zinc alloy (zamak) powder coated handle on every glazed panel along with multipoint locking system. (Height above 1.8m) Three track three panels sliding door with two glazed & one wire mesh panels with Aluminium channel for roller track, wool 9.147.B3 pile, zinc alloy (zamak) powder coated handle on two panels along with multi- point locking system, adjustable nylon rollers with SS 304 body 9.147.B3.1 Using R3 series with frame (98mm & Sqm 54 10078.95 544263.3 above) x (40mm & above) & both glazed 33 and fly screen sash (30mm & above) x (74mm & above). (Height upto 2.5 meter). 10.0 STEEL WORK 10.1S General CHAKRADHARPUR JHARKHAND DIVISION-GATI SHAKTI/SOUTH EASTERN R Providing and fixing 1 mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the 10.5 junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. 10.5.1 Using M.S. angels 40x40x6 mm for Sqm 36 5804.35 208956.6 34 diagonal braces 10.5.2 Using flats 30x6 mm for diagonal braces Sqm 8.64 5563.75 48070.8 35 and central cross piece 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 1350 172.6 233010 36 railings, brackets, gates and similar works Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, 10.26 balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. 37 10.26.1 M.S. tube Kg 225 196.8 44280 10.28 Providing and fixing stainless steel ( Grade Kg 135 772.4 104274 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, including fixing the railing with necessary accessories & 38 stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). 11.0 FLOORING 11.16S TILE FLOORING Providing and fixing 10 mm thick acid and/or alkali resistant tiles of approved make and colour using acid and/or alkali 11.21 resisting mortar bedding, and joints filled with acid and/or alkali resisting cement as per IS : 4457, complete as per the direction of Engineer-in- Charge. In flooring on a bed of 10 mm thick mortar 11.21.1 1:4 (1 acid proof cement : 4 coarse sand) 39 11.21.1.1 Acid and alkali resistant tile Sqm 45 1738.15 78216.75 11.37S CERAMIC GLAZED TILES 11.37 Providing and laying Ceramic glazed floor Sqm 765 1096.55 838860.75 tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, 40 Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete. CHAKRADHARPUR JHARKHAND DIVISION-GATI SHAKTI/SOUTH EASTERN R 11.37A Providing and fixing 1st quality ceramic Sqm 180 1112.7 200286 glazed floor 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 41 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. 11.41S VITRIFIED FLOOR TILES Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement 11.55 : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge : 11.55.1 Flamed finish granite stone slab Jet Black, Sqm 108 3186.7 344163.6 42 Cherry Red, Elite Brown, Cat Eye or equivalent. 12.0 ROOFING 12.37S RAIN WATER SPOUT AND PIPE 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. 43 12.41.2 110 mm diameter Metre 108 377.4 40759.2 13.0 FINISHING 13.1S CEMENT PLASTER (IN FINE SAND) 13.1 12 mm cement plaster of mix : 44 13.1.1 1:4 (1 cement: 4 fine sand) Sqm 108 347.05 37481.4 45 13.1.2 1:6 (1 cement: 6 fine sand) Sqm 225 333.35 75003.75 15 mm cement plaster on the rough side 13.2 of single or half brick wall of mix : 46 13.2.2 1:6 (1 cement: 6 fine sand) Sqm 1080 383 413640 13.4S CEMENT PLASTER (IN COARSE SAND) 15 mm cement plaster on rough side of 13.5 single or half brick wall of mix: 47 13.5.2 1:6 (1 cement: 6 coarse sand) Sqm 3240 395.35 1280934 13.20S PEBBLE DASH PLASTER 13.26 Providing and applying plaster of paris Sqm 2250 262.7 591075 putty of 2 mm thickness over plastered 48 surface to prepare the surface even and smooth complete. 13.37S INTERIOR FINISHING Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of 13.41 approved manufacturer and of required shade and colour all complete to achieve even shade and colour : CHAKRADHARPUR JHARKHAND DIVISION-GATI SHAKTI/SOUTH EASTERN R 13.41.1 New work (two or more coats) over and Sqm 2700 185.65 501255 including water thinnable priming coat 49 with cement primer having VOC content less than 50 gram/litre 13.44S EXTERIOR FINISHING Finishing walls with water proofing cement 13.44 paint of required shade : 13.44.1 New work (Two or more coats applied @ Sqm 2700 116.9 315630 50 3.84 kg/10 sqm) Finishing walls with Premium Acrylic 13.47 Smooth exterior paint with Silicone additives of required shade: 13.47.1 New work (Two or more coats applied @ Sqm 1350 171.1 230985 1.43 ltr/10 sqm over and including priming 51 coat of exterior primer applied @ 0.90 litre/10 sqm) Finishing with Deluxe Multi surface paint system for interiors and exteriors using 13.48 Primer as per manufacturers specifications : 13.48.1 Two or more coats applied on walls @ 1.25 Sqm 315 193.7 61015.5 52 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr /10 sqm 13.48.2 Painting wood work with Deluxe Multi Sqm 18 176.25 3172.5 Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over 53 an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture 13.48.3 Painting Steel work with Deluxe Multi Sqm 22.5 170.7 3840.75 Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm 54 over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture Painting with synthetic enamel paint of 13.61 approved brand and manufacture to give an even shade : 55 13.61.1 Two or more coats on new work Sqm 144 155.9 22449.6 15.0 DISMANTLING AND DEMOLISHING 15.1S General 15.6 Extra for scrapping, cleaning and Kg 108 9.05 977.4 56 straightening reinforcement from R.C.C. or R.B. work. 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 : 57 15.43.2 bituminous road Sqm 720 428.5 308520 16.0 ROAD WORK 16.1S ROADS 16.3 Supplying and stacking at site. 58 16.3.2 63 mm to 45 mm size stone aggregate cum 108 1636.05 176693.4 16.4 Laying, spreading and compacting stone cum 108 1046.95 113070.6 aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in 59 stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density . 16.30S PREMIX CARPET CHAKRADHARPUR JHARKHAND DIVISION-GATI SHAKTI/SOUTH EASTERN R Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying 16.30 the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications : 60 16.30.1 On W.B.M. @ 0.75 Kg / sqm Sqm 765 60.5 46282.5 16.40S SEAL COAT 16.41 Providing and laying seal coat over Sqm 810 130.85 105988.5 prepared surface of road with bitumen heated in bitumen boiler fitted with the spray set spraying using 98 kg of bitumen of grade VG - 10 and blinding surface with 61 0.90 cum of stone aggregate of 6.7 mm size (Passing 11.2 mm sieve and retained on 2.36 mm sieve) per 100 sqm of road surface, including rolling and finishing with power road roller all complete.. 16.49S MISCELLANEOUS Providing and laying Dense Graded Bituminous Macadam 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 16.54 equipped with 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 specifications and directions of Engineer-in-Charge. 16.54.1 50 to 100 mm average compacted cum 90 11129.55 1001659.5 thickness with bitumen of grade VG-30 @ 5% (percentage by weight of total mix) 62 and lime filler @2% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, 16.91 compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer- in-Charge. 16.91.1 60mm thick cement concrete paver block Sqm 135 1045.65 141162.75 63 of M-35 grade with approved colour, design & pattern. 17.0 SANITARY INSTALLATIONS 17.1S General CHAKRADHARPUR JHARKHAND DIVISION-GATI SHAKTI/SOUTH EASTERN R 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 9 6767.4 60906.6 64 pan of size 580x440 mm with integral type foot rests 17.1.2 Stainless Steel AISI-304(18/8) Orissa Each 9 11390.95 102518.55 65 pattern W.C. pan of size 585x480 mm with flush pipe and integrated type foot rests Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually 17.2 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 : 17.2.1 W.C. pan with ISI marked white solid Each 18 6515.55 117279.9 66 plastic seat and lid Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard 17.4 flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : 17.4.1 One urinal basin with 5 litre white P.V.C. Each 9 6258.75 56328.75 67 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: 17.7.1 White Vitreous China Wash basin size Each 9 2648.85 23839.65 68 630x450 mm with a pair of 15 mm C.P. brass pillar taps 17.7.4 White Vitreous China Flat back wash basin Each 9 1879.2 16912.8 69 size 550x 400 mm with single 15 mm C.P. brass pillar tap Providing and fixing white vitreous china 17.13 water closet squatting pan (Indian type) : 17.13.2 Orissa pattern W.C. pan of size 580x440 Each 9 3169.05 28521.45 70 mm 17.16A Providing and fixing 8 mm dia C.P. / S.S. Each 9 349.15 3142.35 Jet with flexible tube upto 1 metre long 71 with S.S. triangular plate to European type W.C. of quality and make as approved by Engineer - in - charge. 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 72 17.28.2.1 32 mm dia Each 9 119.55 1075.95 CHAKRADHARPUR JHARKHAND DIVISION-GATI SHAKTI/SOUTH EASTERN R Providing and fixing mirror of superior glass (of approved quality) and of required 17.32 shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing : 73 17.32.4 Rectangular shape 1500x450 mm Each 9 2093 18837 Providing and fixing soil, waste and vent 17.35 pipes : 17.35.2 75 mm diameter : 74 17.35.2.1 Sand cast iron S&S pipe as per IS: 1729 Metre 108 1044.75 112833 Providing and filling the joints with spun yarn, cement slurry and cement mortar 17.36 1:2 ( 1 cement : 2 fine sand) in S.C.I./ C.I. Pipes : 75 17.36.1 75 mm dia pipe Each 28.8 168.2 4844.16 17.71 Providing and fixing PTMT liquid soap Each 4.32 168.35 727.27 container 109 mm wide, 125 mm high and 112 mm distance from wall of standard 76 shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. 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. 17.73.1 450 mm long towel rail with total length of Each 4.32 673.4 2909.09

of 88 mm, weighing not less than 170 gms 18.0 WATER SUPPLY 18.4S PP-R PIPES Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes confirming to IS 15801, UV stabilized & anti - microbial fusion welded, having thermal stability for hot & cold water 18.4 supply, including all PP - R plain & brass threaded polypropylene random fittings and fixing the pipe with clamps at 1.00 m spacing. This includes testing of joints complete as per direction of Engineer-in- Charge. ( Internal Exposed on walls ) 78 18.4.4 PN - 16 Pipe, 40mm OD (SDR-7.4) Metre 93.6 545.75 51082.2 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 and 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 walls etc. 79 18.8.1 15 mm nominal dia Pipes Metre 180 497.8 89604 80 18.8.2 20 mm nominal dia Pipes Metre 72 537.6 38707.2 81 18.8.3 25 mm nominal dia Pipes Metre 50.4 627.25 31613.4 82 18.8.4 32 mm nominal dia Pipes Metre 43.2 739.3 31937.76 CHAKRADHARPUR JHARKHAND DIVISION-GATI SHAKTI/SOUTH EASTERN R 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 83 18.9.3 25 mm nominal dia Pipes Metre 64.8 355.4 23029.92 84 18.9.6 50 mm nominal dia Pipes Metre 64.8 794.25 51467.4 Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including 18.10 cutting and making good the walls etc. ( Internal work - Exposed on wall ) 85 18.10.1 15 mm dia nominal bore Metre 86.4 366.4 31656.96 86 18.10.2 20 mm dia nominal bore Metre 108 437.3 47228.4 Providing and fixing G.I. pipes complete 18.12 with G.I. fittings including trenching and refilling etc. External work 87 18.12.5 40 mm dia nominal bore Metre 259.2 617.05 159939.36 Making connection of G.I. distribution branch with G.I. main of following sizes by 18.13 providing and fixing tee, including cutting and threading the pipe etc. complete : 88 18.13.1 25 to 40 mm nominal bore Each 8.64 911.9 7878.82 18.15S BRASS FITTINGS Providing and fixing gun metal gate valve 18.17 with C.I. wheel of approved quality (screwed end) : 89 18.17.1 25 mm nominal bore Each 9 622.4 5601.6 C.I. SLUICE VALVES/ FIRE HYDRANTS & 18.31S FIXTURES Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe 18.46 and making long screws etc. complete (New work) : 90 18.46.3 25 mm nominal bore Each 22.5 439.25 9883.13 18.48 Providing and placing on terrace (at all Per 4498.82 11 49487.02 floor levels) polyethylene water storage Litre tank, IS : 12701 marked, with cover and 91 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 bib cock of 18.49 approved quality conforming to IS:8931 : 92 18.49.1 15 mm nominal bore Each 18 506.8 9122.4 Providing and fixing C.P. brass stop cock 18.52 (concealed) of standard design and of approved make conforming to IS:8931. 93 18.52.1 15 mm nominal bore Each 4.32 670.45 2896.34 Providing and fixing C.P. brass angle valve 18.53 for basin mixer and geyser points of approved quality conforming to IS:8931 94 18.53.1 15mm nominal bore Each 2.88 574.3 1653.98 18.53A Providing and fixing C.P. Brass extension Each 10.8 74.8 807.84 nipple (size 15mmx50mm) of approved 95 make and quality as per direction of Engineer-in-charge. 21.0 ALUMINIUM WORK 21.1S General CHAKRADHARPUR JHARKHAND DIVISION-GATI SHAKTI/SOUTH EASTERN R 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 21.1 gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / panelling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, panelling and dash fasteners to be paid for separately) : 21.1.1 For fixed portion 21.1.1.1 Anodised aluminium (anodised Kg 36 495.05 17821.8 transparent or dyed to required shade 96 according to IS: 1868, Minimum anodic coating of grade AC 15) For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for 21.1.2 fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately) 21.1.2.1 Anodised aluminium (anodised Kg 67.5 598.6 40405.5 transparent or dyed to required shade 97 according to IS: 1868, Minimum anodic coating of grade AC 15) Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / 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): 21.3.1 With float glass panes of 4.0 mm thickness Sqm 9 1176.8 10591.2 98 (weight not less than 10kg/sqm) Total 26510183.53

Item Breakup - B- (Item Directory -CPWD HORTICULTURE 2020-Ver-2)

Plastic Pot as per direction of the officer- in-charge. 5.11 Providing and Displaying Bismarckia Palm Each 30.4 1937.25 58892.4 115 to 180 cm ht., well developed 12 and 27 above good color fresh and healthy leaves in 40 cm Cement Pot as per direction of the officer-in-charge. 5.14 Providing and Displaying Cycus revoluta in Each 38 1183.9 44988.2 35 cm challi, specimen, having 30 to 40 with fresh and healthy, leaves having 28 25cm to 30cm Circumference of base stem well developed as per direction of the officer-in-charge. 5.15 Providing and Displaying Cycus revoluta Each 53.2 1537.5 81795 specimen , having 45 to 50 fresh and healthy, leaves having 30cm to 35cm 29 Circumference of base stem well developed in 40 cm challi, as per direction of the officer-in-charge. 5.22 Providing and Displaying Ficus Nuda Each 22.8 2593.25 59126.1 t o p i a r y well developed with fresh & healthy 5 to 6 big ball specific size and 30 shape 180 to 210cm ht in 40 cm Cement Pot as per direction of the officer-in- charge. 5.25 Providing and Displaying Ficus reginold Each 45.6 377.2 17200.32 well developed fresh & healthy foliage 60 31 to 75 cm spread 105 to 120 cm ht., Bushy in 35 cm Cement Pot as per direction of the officer-in-charge. 5.28 Providing and Displaying Ficus Starlight Each 91.2 861 78523.2 with fresh, healthy and attractive foliage

specimen bushy ,in 35 cm Cement Pot as per direction of the officer-in-charge. 5.31 Providing and Displaying Furcaira Each 98.8 225.5 22279.4 variegated well developed with fresh & 33 healthy foliage 8 to 10 leaves in 30 cm Earthen Pot as per direction of the officer- in-charge. 5.33 Providing and Displaying Golden Bottle Each 304 973.75 296020 brush Topiary well developed with fresh & 34 healthy foliage 5 to 6 big ball 115 to 180 cm ht in 40 cm Cement Pot as per direction of the officer-in-charge. CHAKRADHARPUR JHARKHAND DIVISION-GATI SHAKTI/SOUTH EASTERN R 5.35 Providing and Displaying Latania Rubra Each 30.4 1025 31160 Palm well developed with fresh & healthy 35 foliage 150 to 180 cm ht. with 6 to 7 leaves in big 35 cm Cement Pot as per direction of the officer-in-charge. 5.37 Providing and Displaying Phoenix Each 60.8 538.15 32719.52 roebelenii palm well developed having 20 36 to 25 fresh & healthy leaves 90 to 105 cm ht. in 30 cm Cement Pot as per direction of the officer-in-charge. 5.44 Providing and Displaying Washingtonia Each 76 538.15 40899.4 filifera palm well developed 90 to 105 cm 37 ht. having 5 to 6 straight fresh and healthy leaves in 35 cm Cement Pot as per direction of the officer-in-charge. 6.0 GROUND COVERS PLANTS 6.18 Providing and stacking of Juniperus Each 380 30 11400 prostrata with 5 to 6 lateral branches and 38 green foliage in 20 cm size of Earthen Pot/Plastic Pot & as per direction of the officer-in-charge. 6.19 Providing and stacking of Ophiopogon, Each 684 20 13680 Green/Black full of leaves in 15 cm size of 39 Earthen Pot/Plastic Pot & as per direction of the officer-in-charge. 6.21 Providing and stacking of Ophiopogon Each 532 30 15960 jaburan ( variegated ),full of variegated 40 leaves in Earthen Pot/Plastic Pot of size 20 cm. as per direction of the officer-in- charge. 6.31 Providing and stacking of Wedelia Each 684 15 10260 trilobata,full of leaves in 15 cm size of 41 Earthen Pot/Plastic Pot & as per direction of the officer-in-charge. 7.0 TREE PLANTS 7.42 Providing and stacking of Foxtail palm of Each 53.2 230 12236 ht. 120-150 cm bottom girth 15- 20 cm 42 well developed in big poly bags of size 25 cm as per direction of the officer-in- charge. 7.44 Providing and stacking of Foxtail palm of Each 76 650 49400 ht. 240-270 cm bottom girth 35- 40 cm 43 well developed i n b i g size HDPE bags as per direction of the officer-in-charge. 7.55 Providing and stacking of Michelia champa Each 380 90 34200 (Golden Champa) of height 90- 105 cm. in 44 earthen pots of size 25 cm as per direction of the officer-in-charge. 7.67 Providing and stacking of Plumeria Each 152 110 16720 acutifolia of height 120-135 cm. with 2- 3 45 branches in HDPE bag of size 30 cm as per direction of the officer-in-charge. 7.69 Providing and stacking of Plumeria alba of Each 182.4 120 21888 height 120-135 cm. with 2-3 branches in 46 bags of size 30 cm as per direction of the officer-in-charge. 8.0 SHRUBS 8.25 Providing and stacking of Ficus panda of Each 228 35 7980 height 30-45 cm. with 3-4 branches and 47 healthy foliage in p.bag of size 20 cm as per direction of the officer-in-charge. 8.27 Providing a n d stacking o f Ficus panda of Each 121.6 180 21888 height 60-90 cm, with 8-10 branches, and 48 healthy foliage, bushy in big size HDPE bag as per direction of the officer-in- charge. CHAKRADHARPUR JHARKHAND DIVISION-GATI SHAKTI/SOUTH EASTERN R 8.75 Providing and stacking of Thuja compacta Each 456 65 29640 of height 45-60 cm., well branched in 49 earthen pots of size 25 cm as per direction of the officer-in-charge. Total 3415356.89

Item Breakup - C-(RCC Box with pushing (internal size 7.5m x5m) for 10Mtr length )

Providing and casting machine batched, cum machine mixed and machine vibrated Cement Concrete of specified grade as per approved Design Mix, mixed in Mobile Concrete Batching/Mixing Plant at site or RMC from approved plants, (Cast in- Situ/Pre-cast) in bottom/top slab, side walls, toe wall and sumps haunch filling head walls, thrust bed or any other component using 20mm graded crushed stone aggregate and coarse sand of approved quality of RCC box of any size including finishing, Plasticiser in approved proportions (as per IS:9103), to modify workability without impairing strength and durability, complete as per drawings and technical specifications as directed by Engineer in charge. Note: 1. Payment for cement, reinforcement and shuttering shall be made extra under relevant item. 2. Plasticiser shall invariably be used in approved proportion to increase workability with minimum possible quantity of cement for all grade of Design Mix Concrete unless it is specifically approved citing reasons at the stage of Mix Design and in that case deduction shall be made as per relevant item.

Providing and applying two coats of coal Sqm tar or bitumen confirming to IS:3117- latest version on the top and sides of RCC box/slabs @ 1.70 kg/sqm after cleaning the surface with all labour and materials complete job as directed by the Engineer. Centering and shuttering including strutting, propping etc. and removal of form for :

All types of bridge sub-structures, e.g. Sqm pier, abutment, wing wall, retaining wall, RCC box type foundations, Abutment cap, Pier Cap, Inspection Platform & Pedestal over Pier cap, Fender wall, Diaphragm wall etc. up to 5m above ground level Supply and using Cement at Worksite

Pozzolana Portland brands/makes Supply of steel reinforcement of approved brands/makes for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.

Thermo-Mechanically Treated grade Fe-500D or more of approved brands/makes. CHAKRADHARPUR JHARKHAND DIVISION-GATI SHAKTI/SOUTH EASTERN R

Casting and installation of single/twin RCC cum box of all sizes with or without common web section including design of pushing scheme, thrust bed, casting of all RCC components, with specified grade of controlled concrete, pushing it in correct position and alignment below Railway track/Road following all measures of track safety by 'Box pushing technique" as per approved drawings/scheme, with or without surcharge in all types of soils with disposal of surplus earth away from vent up to 1 Km, fixing arrangement for all services & utilities including parapet walls on both sides, wearing course, foot paths, plaques, drainage arrangements etc. and all other incidental works to complete the ROB/RUB/Canal crossing in all respect as per specifications to the satisfaction of Engineer-in-Charge. N o t e : 1. The rate includes all items of work/supplies for complete job in all respects except "cost of Reinforced cement concrete, cement, reinforcement & shuttering" of (i) main RCC Box; (ii) Thrust Bed; (iii) Footpath (iv) Parapet wall and (v) wearing Course only, which shall be paid extra under relevant items of USSOR. 2. In case Drag Sheet and/or Rail Cluster are to be used as per approved scheme and design, the same shall be paid extra under relevant item. 3. The payment for this item shall be made for the clear inner cross section area of the parent RCC Box/Boxes and barrel length i.e. clear inner volume of parent RCC Box/Boxes.

Providing and laying boulders apron on cum river bed for protection against scour with stone boulders weighing not less than 35 kg each with voids filled with spalls complete as per drawing and Technical Specification.

Supplying of stone boulders weighing not cum less than 35 kg each at specified bridge locations.

Supply and laying of quarry dust including cum consolidation, supply of all materials, labour, lead, lift, tools, plants, crossing of tracks as per drawing and technical specification as directed by the Engineer in charge in case loose slush is encountered at site of foundation before casting the foundation or laying the filtering media. Grouting of masonry/concrete by injection process duly Sealing of cracks, through nipples complete as per Technical Specification and procedure given in IRBM Para No 209 including necessary admixture. Payment shall be as per use of cement by weight in case of neat cement/cement mortar grouting and weight of Epoxy in case of Epoxy Grouting. (Cement will be paid extra).

Epoxy Grout CHAKRADHARPUR JHARKHAND DIVISION-GATI SHAKTI/SOUTH EASTERN R

Providing cast in situ bridge number Each plaques as per Railway drawing in cement concrete 1:2:4 mix using 20mm hard stone aggregate embedded in 30mm notch in Bridge parapet coping duly engraving the letter and figures and an arrow indicating the direction of flow and finishing the top exposed surface with cement mortar 1:3, painting letters and figures with two coats of black enamel paint on two coats of white background with all labour, tools, cement, paint etc. with all leads and lifts.

Providing Boulder Backing behind wing cum wall, return wall, retaining wall with hand packed boulders & cobbles with smaller size boulders toward the back including all lead, lift, labour & other incidental charges as complete work in all respect. Payment for boulder/cobbles will be done extra.

Dewatering of natural or accumulated HP water from any location. Payment to be Hour done for Horse power of pump multiplied by pumping hours.

Supplying and filling 50 kg size empty Each cement polythene bags with Rly. Ballast/moorum/earth/Sand/quarry dust etc. placing the filled bags on the high banks /bridge approaches/nominated place etc. dumping and spreading at the nominated locations to profile under block period with all contractor's labour, tools, plants, loading, unloading, filling, spreading including all lead/lift etc. complete and as directed by the Engineer in charge at site including crossing of track where necessary. Total 4580026.68

Item Breakup - D- NS ITEM

Model landscaping of fountain (14' dia) Each flora water castle fountain water pattern-A group of geysers (consisting of 16 nos of geysers) throwing milk lead water into air producing an effect like castle. Pool size required 14 feet dia water effect 10 feet height (centre) 4 feet ( out circle) max (approx) pump set 2x 7.5 HP three phase submersible mono block uminafijon singled fixed colour (Briliant white prefered) 17 Nos of water proof light cable/ panel board cable for pump set and light up to 10 mtr distance and suitable panel board shall be supplied. (A/L No.CKP-DIVN-ENGG/CKP-CENTRAL-23-24- 12/00814470083099 dt. 31/07/2023)

Supply, commissiong of Bar screen chamber, Mild steel febricated as per approved drawing with spacing 20m with 1.5mm FRP lining at proposed site with all lead ,lift, loading, unloadimg, transportation & all applicable taxes etc as per direction of Railway's Engineer- in charge or his authorised representative at site. CHAKRADHARPUR JHARKHAND DIVISION-GATI SHAKTI/SOUTH EASTERN R

Supply, commissiong of Oiltype capacity skimmer of Belt - (0-10) LPH, assembled at proposed site with 3 phase,415v, 50Hz, Acmotor of kirloskar / ABB / Siemens / BB or equivalent make,belt & all related accessories with all lead, lift, loading, unloadimg, transportation & all applicable taxes etc as per direction of Railway's Engineer- in charge or his authorised representative at site.

Supply, commissioning of Flash Mixer of type-High speed turbine MS fabricated with AC 3 phase gear motor with base frame coupling etc. at proposed site with all lead, lift, loading, unloading, transportation & all applicable taxes etc. as per direction of Railway's Engineer- in charge or his authorised representative at site.

Supply, commissioning of Floculator of type-slow speed paddle, Mild steel fabricated with 3mm thick FRP lining with AC 3 phase gear motor with base frame coupling etc. at proposed site with all lead, lift, loading, unloading, transportation & all applicable taxes etc as per direction of Railway's Engineer- in charge or his authorised representative at site.

Supply, commissioning of Primary tube settler (MS Body) with media type-Hexagonal chevron shape. Angle of inclination-60 degree with horizontal at proposed site with all lead, lift,loading, unloading, transportation & all applicable taxes etc as per direction of Railway's Engineer- in charge or his authorised representative at site.

Supply, commissioning of Secondary tube settler (MS Body) with media typeHexagonal chevron shape. Angle of inclination-60 degree with horizontal at proposed site with all lead, lift, loading, unloading, transportation & all applicable taxes etc complete as per direction of Railway's Engineer- in charge or his authorised representative at site.

Supply, commissioning of Pressure Sand filter of type-cylindrical with torispherical head, Diameter-1000mm, Straight Height- 1500mm of 6mm thick shell & 8mm thick dish & 10mm thick bed plate, Media graded gravel & coarse sand, M.O.C -MS at proposed site with 50NB MS fabricated frontal pipe line, CI-butterfly valve, all lead, lift, loading, unloadimg, transportation & all applicable taxes etc. complete as per direction of Railway's Engineer- in charge or his authorised representative at site. CHAKRADHARPUR JHARKHAND DIVISION-GATI SHAKTI/SOUTH EASTERN R

Supply, commissioning of Activated carbon filter of type - cylindrical with torispherical head, Diameter-1000mm, Straight Height- 1500mm of 6mm thick shell & 8mm thick dish & 10mm thick bed plate, Media - active carbon, M.O.C.-MS at proposed site with 50NB MS fabricated frontal pipe line, CI-butterfly valve, all lead, lift, loading, unloadimg, transportation & all applicable taxes etc. complete as per direction of Railway's Engineer- in charge or his authorised representative at site.

Supply, commissioning of automatic bacteriological treatment plant incorporated for with water flow sensor & proportional dosing controller with all lead, lift, loading, unloading, transportation & all applicable taxes etc as per direction of Railway's Engineer- in charge or his authorised representative at site.

Supply of interconnecting piping & valves Job of type of pipes- MS-ERW class-B/PVC, type of valves-CI/PP, with Jindal/Tata/Bansal or equivalent make pipe and Audeo/Kitz/Leader or equivalent make valves at proposed site with all lead, lift, loading, unloading, transportation and all applicable taxes etc. complete as per direction of Railway's Engineer- in charge or his authorised representative at site.

Operation & maintainance of water Year recycling plant at Chakradharpur/Tatanagar with contractor's staff (Like chemist, operator, safaiwala etc.) including maintenance of electrical & mechanical equipment testing of water sample complete as per instructions of Engineer-in-charge. Note: (a) Agency has to provide mobile no. of his men to the railway administration. (b) If his men not found present , then penalty of Rs. 2000/- per day will be imposed. (c) Payment of men deployed by the contractor for this work must have individual bank account in their own name. The payment to the men by the contractor shall be done through bank accounts of individual labour only as per latest minimum wages issued from Chief labour commissioner (C) and not in cash (d) SSE(Works) will ensure that men engaged for his work are having his individual bank account pass book. (e) The contractor while submitting the on account/ final bill for particular month shall enclosed the photocopy of the bank statement showing that payment has been made directly to the bank account of the men in the previous month. The payment of the contractor will not be related on failure to submit the bank statement for each and ever man. (f) Original bank Pass book of men has to be produced by the contractor during inspection.

Supply of ferric alum.

Supply hypochloride) with concerntration PPM. CHAKRADHARPUR JHARKHAND DIVISION-GATI SHAKTI/SOUTH EASTERN R

Supplying underground water storage tank having 50000 litres capacity each & its related accessories of approved company as per direction of Rly's Engineerin-charge or his authorized represantative at site. The installation will be done as per manufacture's guide line, superviosion & direction and as per direction of Rly's Engineer -in-charge or his authorized represantative at site . The rate including materials & Labour, lead, lift, loading , unloading, transportation & carrying to site of work.

Supply of Air Blowers of type-Twin Lobe Each roots blower, capacity-175 Cum/Hr, 4.0 MWC, power + - 7.5 HP (Tentative) makekay, Usha, Subhas or equivalent, M.O.C. casing CI, Lobe-CI at proposed side with all standard accessories including 3 phase, 415 V, 50HZ, AC motor of kirlosker / ABB / Siemens / BB / or equivalent make common base frame , suction & dischargesileneer , NRV V-belt, driven & drive pulley with all lead, lift, loading, unloading, transportation and all applicable taxes etc. complete as per direction of Railway's Engineer- in charge or his authorised representative at site.

Supply of stater panel of type Non Each compartmentalized, single door, front open, non draw out with feeders as per approved drawing draing, make-Royco, Electromech or equivalent at proposed site with all lead lift, loading, unloading, transportation and all applicable taxes etc. complete as per direction of Railway's Engineer- in charge or his authorised representative at site.

Supply, commissioning of Sluge pumps of type- Horizontal centrifugal, capacity-10 cum/Hr.,Head-10MWC, power-1 HP, Make- Kirloskar, CNP, Grundfos or equivalent, M.O.C. cashing-CI, impeller CI at proposed site with 3 phase, 415 V, 50HZ, AC motor of Kirlosker/ABB/Siemens/BB or equivalent make with all lead, lift, loading, unloading, transportation and all applicable taxes etc. complete as per direction of Railway's Engineer- in charge or his authorised representative at site.

Supply, commissioning of Filter feed pumps of type monoblock centrifugal, capacity-12.5 cum/Hr.,Head-25MWC, power-3 HP, Make- Kirloskar, CNP or equivalent, MOC impeller-CI, casing CI, at proposed site with 3 phase, 415 V, 50HZ, AC motor of Kirlosker/ABB/Siemens/BB or equivalent make with all lead, lift, loading, unloading, transportation and all applicable taxes etc. complete as per direction of Railway's Engineer- in charge or his authorised representative at site. CHAKRADHARPUR JHARKHAND DIVISION-GATI SHAKTI/SOUTH EASTERN R

Supply, commissioning of Raw Effluent transfer pumps of type Horizontal centrifugal, capacity-15 cum/Hr.,Head15MWC, power- 3 HP, Make Kirloskar, CNP, M & P or equivalent, MOC impellerCI, casing CI, at proposed site with 3 phase, 415V, 50 HZ ,AC motor of Kirlosker/ABB/Siemens/BB or equivalent make MS fabricated base frame, coupling, nuts, bolts & washers etc at proposed site with all lead, lift, loading, unloading, transportation and all applicable taxes etc. complete as per direction of Railway's Engineer- in charge or his authorized representative at site.

Supply, commissioning of Raw Effluent transfer pumps of type Horizontal centrifugal, capacity-15 cum/Hr.,Head15MWC, power- 3 HP, Make Kirloskar, CNP, M & P or equivalent, MOC impellerCI, casing CI, at proposed site with 3 phase, 415V, 50 HZ ,AC motor of Kirlosker/ABB/Siemens/BB or equivalent make MS fabricated base frame, coupling, nuts, bolts & washers etc at proposed site with all lead, lift, loading, unloading, transportation and all applicable taxes etc. complete as per direction of Railway's Engineer- in charge or his authorised representative at site.

Supply, commissioning of Filter water transfer pumps of type monoblock centrifugal, capacity-12.5 cum/Hr.,Head25MWC, power-3 HP, Make Kirloskar, CNP or equivalent, M.O.C. impeller-CI, casing CI, at proposed site with 3 phase, 415 V, 50HZ, AC motor of Kirlosker/ABB/Siemens/BB or equivalent make with all lead, lift, loading, unloading, transportation and all applicable taxes etc. complete as per direction of Railway's Engineer- in charge or his authorized representative at site.

Design & drawing of ERW plant.

Supply transporting of pre-fabricated SMC panel over head water tank of 50000 litres capacity of SINTEX Make or Devi Polymer's FLOSTO Make. (Ref.- DV of A.L. No.SER/CONORGN/HQ/TENDER/4089/4389, Dated: -15.07.20219)

Supply and fixing in position of steam RM cured prestressed concrete of grade M-30 or richer mix ( Pretensioned with 8 nos 4mm HTS wire) pillar of cross section 0.175m x 0.175m (7" x 7") & both edges groove of 5cm x 5cm (2"x2") for holding precast slabs with provision for 3 holes at top. The rate is inclusive of Contractor's all labour, materials including cement and HTS wire, tools & plants, lead, lift, loading, unloading, transportation, sales tax etc. complete as per approved drawing of railway. (A/L No. CKP/DIVN/ENGG/CKP/WEST/20-21- 07/00903060030232 dt. 30.12.2020. CHAKRADHARPUR JHARKHAND DIVISION-GATI SHAKTI/SOUTH EASTERN R

Supply and fixing of steam cured Each prestressed concrete of grade M-30 or richer mix ( Pretensioned with 3 nos, 4mm HTS wire) slab of size 2.40m x 0.3m x 0.05m (8'x 1'x 2") with provision for hole ( if required) for fixing of angle at the top & fixing the same at proper position in between the two pillars. The rate is inclusive of Contractor's all labour, materials including cement and HTS wire, tools & plants, lead, lift, loading, unloading, transportation, sales tax etc. complete as per approved drawing of railway. (A/L No. CKP/DIVN/ENGG /CKP/WEST/20-21-07/00903060030232 dt. 30.12.2020.

"Supplying, erecting and fixing precast Each concrete reinforced bench with back rest. Bench shall consist of 2 nos. L shaped base support in natural cement colour of thickness 100 mm, back height 1000 mm, front height 450 mm, base width 620 mm and 5 nos. reinforced concrete planks in red colour and size of 1500 x 100 x 50mm and 1 no. reinforced concrete plank of 150 x 200 x 50mm; manufactured by using M- 30 grade concrete & reinforced suitably; all parts to be joined with galvanised nuts and bolts of suitable size. All bolts to be sealed after assembly. Complete job to be done as per directions of Engineer Incharge. This NS rate is based on USSOR- 2010 item no. 172020 vide LOA no.- 10174550021169 dtd. 29.06.2020 with a GST impact of 5.35%." Total 95421634.61