Sales : +91-777 804 8217
| Sl. No. | Item Description |
| 1 | Proposed Development work of Ram Janki Temple Assi Paraspur at District-Bhadohi. |
| 2 | (Civil work) |
| 3 | YATRI HALL & TOILET BLOCK |
| 4 | 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 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.All kinds of soil |
| 5 | Filling available excavated earth (excluding rock) in trenches, plinth,sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. |
| 6 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. |
| 7 | Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors. |
| 8 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 9 | Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameterholes and plugging with cement mortar 1:2 (1 cement:2 coarse sand) to match the existing floor. |
| 10 | With Chlorpyriphos/ Linadane E.C. 20% with 1% concentration. |
| 11 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels,bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five 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). Lintel |
| 12 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels,bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five 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). Slab |
| 13 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels,bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five 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). Beam |
| 14 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing andreinforcement - All work up to plinth level : |
| 15 | 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources) |
| 16 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing andreinforcement - All work up to plinth level : |
| 17 | 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources) |
| 18 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels,bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five 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). Column |
| 19 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 20 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 21 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level.Cement mortar 1:4 (1 cement :4 coarse sand) |
| 22 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 23 | 15 mm cement plaster on rough side of single or half brick wall of mix : 1:4 (1 cement: 4 coarse sand). |
| 24 | 15 mm cement plaster on rough side of single or half brick wall of mix:1:6 (1 cement: 6 coarse sand) |
| 25 | 12 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand) |
| 26 | Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. |
| 27 | Providing and fixing 18mm 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 of approved shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1 cement : 4 coarse sand) with 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 of any colour and shade. (FLOORING) |
| 28 | Providing and fixing 18mm 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 of approved shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1 cement : 4 coarse sand) with 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 of any colour and shade. (skirting) |
| 29 | Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge.Granite work |
| 30 | Providing and laying Ceramic glazed floor 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, 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.(FLOORING) |
| 31 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. |
| 32 | Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: |
| 33 | (a) 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws. Single leaf. |
| 34 | including drilling of holes for fixing hardware\"s and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes, wire mesh and silicon sealent shall be paid separately). Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made.Note: For uPVC frame and sash extruded profiles minus 5% tolerancein dimension i.e. in depth & width of profile shall be acceptable. |
| 35 | Three track three panels sliding window with two glazed & one wire mesh panels with alluminium channel for roller track, wool pile, nylon rollers with s.s. 304 body. |
| 36 | Using R2 series with foame (70mm & above)x(40 mm & above) & both glazed and fly screen sash (25 mm & above)x(50mm & above with zinc alloy (zamak) powder coated touch lock with hook (Height up to 1.20 meter) |
| 37 | Providing and fixing factory made door frame (single rebate) made out of single piece extruded solid PVC foam profile with homogenous fine cellular structure having smooth outer integral skin having 62 mm width & 32 mm thickness, frame will be mitred & Jointed with self driven self tapping screws of size 38 mm x 4 mm & PVC solvent cement, including fixing the frame to wall with suitable dia & length anchor fastener as per manufacturer\"s specification and direction of Engineer-in-charge. |
| 38 | Distempering (Two coat) with oil bound distemper of approved brand and manufacture & of required shade on undecorated wall surface to give an even shade over & including a priming coat with cement primer of approved brand & manufacture such as Berger,J&N, Shalimar, Asian paints after thoroughly brushing the surface free from mortar droppings & other foreign matters & also including preparing the surface even with plaster of paris or approved synthetic material & sand papered smooth including cost ofall materials. (For Internal wall surface) |
| 39 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade:New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)(Outer surface) |
| 40 | Distempering (Two coat) with oil bound distemper of approved brand and manufacture & of required shade on undecorated wall surface to give an even shade over & including a priming coat with cement primer of approved brand & manufacture such as Berger,J&N, Shalimar, Asian paints after thoroughly brushing the surface free from mortar droppings & other foreign matters & also including preparing the surface even with plaster of paris or approved synthetic material & sand papered smooth including cost ofall materials. (For ceiling surface) |
| 41 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 42 | Providing and fixing 150 mm bright finished floor stainless steel door stopper with rubber cushion, necessary brass screws etc. to suit shutter thickness complete. |
| 43 | Providing & fixing Stainless steel sliding door bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc complete. (a) 250mm x 16mm . |
| 44 | Providing and fixing stainless steel towerbolts (barrel type) with necessary screws etc. complete |
| 45 | (a) 300 mm x 10mm |
| 46 | (b) 250 mm x 10mm |
| 47 | Providing and fixing stainless steel handles with screws etc. complete (a) 125 mm |
| 48 | Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to |
| 49 | IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. d) Finishing the surface with 20 mm thick |
| 50 | jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineer-in-Charge : With average thickness of 120 mm and minimum thickness at khurra as 65 mm. |
| 51 | Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes |
| 52 | Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after .The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineerin- charge .The elevational area of the scaffolding shall be measured for payment purpose .The payment will be made once irrespective of duration of scaffolding. |
| 53 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 54 | Foundations, footings, bases of columns, etc. for mass concrete |
| 55 | Suspended floors, roofs, landings, balconies and access platform with water proof ply 12 mm thick |
| 56 | Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick |
| 57 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 58 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer.Using M.S. angels 40x40x6 mm for diagonal braces |
| 59 | PLUMBING WORKS |
| 60 | Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with 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 |
| 61 | Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat lid, 10 litre low level white P.V.C. flushing cistern, including 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 |
| 62 | W.C. pan with ISI marked white plastic seat and lid |
| 63 | 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, including painting of fittings and brackets, cutting and making good the walls wherever require: |
| 64 | White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap. |
| 65 | Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including PVC waste fittings complete. |
| 66 | Semi rigid pipe |
| 67 | a) 32mm dia |
| 68 | Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. |
| 69 | 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 C.P. brass) with waste fitting as per IS :2556, C.I. trap with outlet grating and other couplings in C.P. brassincluding painting of fittings and brackets, cutting and making good the walls and floors wherever required |
| 70 | c) Range of three half stall urinals with 10 litre P.V.C. automatic flushing cistern |
| 71 | Providing and fixing stone slab table rubbed, edges rounded and polished of size 75x50cm deep and 1.8cm thick fixed in Urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1cement: 2coarse sand: 4graded stone aggregate 6mm nominal size) as per direction of Engineer-in-charge and finished smooth. |
| 72 | Granite Stone of approved shade |
| 73 | Providing and fixing 8 mm dia C.P./S.S. Jet with flexible tube upto 1 meter long with S.S. triangular plate for Eureopean type W.C. of quality and make as approved by engineer-in-charge. |
| 74 | 15mm nominal bore |
| 75 | Providing and fixing Toilet paper holder |
| 76 | a) C.P. brass |
| 77 | Providing and fixing PTMT Liquid soap container 109 mm wide ,125 mm high and 112 mm distance from wall of standerd shape with bracket of the same material with snap fittings of approved quality and colour weighing not less than 105 gms. |
| 78 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion . (i) Single socketed pipes. |
| 79 | 110mm diameter |
| 80 | Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over PVC sheet 1m x 1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement,punning,rounding the edges and making and finishing the outlet complete. |
| 81 | Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50mm hard wood plugs, screwed with M.S. screws of required length including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. |
| 82 | 110mm |
| 83 | Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. |
| 84 | Providing and laying cement concrete 1:5:10(1 cement : 5 coarse sand : 10 graded stone aggregate 40mm nominal size)around P.V.C /C.I. Soil and waste pipe including bed concrete as per standard design(embedded in the flooring / ground) |
| 85 | 100 mm diameter |
| 86 | Providing & fixing G.I. pipes complete with G.I. fittings & clamps including cutting & making good the walls etc. |
| 87 | (internal work) |
| 88 | Exposed on wall |
| 89 | 32mm dia nominal bore |
| 90 | Painting G.I. pipes and fittings with two coats of anti corrosive bitumastic paint of approved quality. |
| 91 | 32mm dia nominal bore. |
| 92 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings including fixing the pipe with clamps at 1.00m 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. |
| 93 | internal work -Exposed on wall |
| 94 | 25mm dia nominal outer dia pipes |
| 95 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00m spacing.This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testiang of joints complete as per direction of Engineer in Charge. |
| 96 | Concealed work including cutting chases and making good the walls etc. |
| 97 | 15mm dia nominal outer dia pipes |
| 98 | 20mm dia nominal outer dia pipes |
| 99 | 25mm dia nominal outer dia pipes |
| 100 | Providing and fixing 45 cm long unplasticised PVC connection pipe with brass unions. |
| 101 | 15mm nominal bore |
| 102 | Providing & fixing CP brass bib cock of approved quality conforming to IS 8931 |
| 103 | 15mm nominal bore |
| 104 | Providing & fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. |
| 105 | 15mm nominal bore |
| 106 | Providing & fixing C.P. brass angle valve for basin mixer and gyser points of approved quality conforming to IS 8931 |
| 107 | 15mm nominal bore |
| 108 | Providing & fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of Engineer-in-charge. |
| 109 | Providing and fixing gun metal gate valve with wheel of approved quality. |
| 110 | 25mm dia nominal bore |
| 111 | 32mm dia nominal bore |
| 112 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete |
| 113 | 25 mm nominal bore |
| 114 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank. IS:12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. |
| 115 | Excavating trenches in all kind of soil of required width for pipes, cables etc. including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5 m.including getting out the excavated soil & then returning the soil as required, |
| 116 | in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering, etc & disposig of surplus excavated soil as directed within a lead of 50m. |
| 117 | Pipes, cables etc. exceeding 80mm dia. But not exceeding 300 mm dia. |
| 118 | Providing, laying and joining glazed stone ware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete. |
| 119 | 150mm diameter |
| 120 | Providing & laying cement concrete 1:5:10 (1 cement :5 coarse sand :10 graded stone aggregate 40mm nominal size) alround S.W. Pipes including bed concrete as per standard design. |
| 121 | 150mm diameterS.W. Pipe |
| 122 | Constructing brick masonry manhole in cement mortar 1:4 (1 cement :4 coarse sand) RCC top slab with 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement :4 coarse sand :8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with floating coat fo neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nminal size) finished with a floating coat of neat cement complete as per standard design |
| 123 | Inside size 90x80cms and 45cms deep including CI cover with frame (light duty) 455x610mm internal diamensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15kg). |
| 124 | With FPS bricks of class designation 75 |
| 125 | (i) For Sewer Line |
| 126 | Extra for depth of man hole size 90x80 cm |
| 127 | Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement:3 coarse sand :6graded stone aggregate 20 mm nominal size) as per standard design |
| 128 | With 20x20 mm square bar |
| 129 | NON - SCHEDULED ITEMS |
| 130 | Supply and fixing of UPVC S.W.R. pipe type-B confirming to IS-13592 including jointing the pipes with rubber ring,lubricant and UPVC SWR cupler confirming to IS-14735. Also including excavation of treanches cutting of walls and holes and repairing the walls,floors and refilling the trenches as before with supply and cost of other fIttlings such as elbow,bend,tee and y-tee,Cowel including supply of all marerial labour and T&P. Required for proper completion of work. |
| 131 | 75 mm O.D. |
| 132 | 110 mm O.D. |
| 133 | Supply and fixing of UPVC S.W.R. pipe nahni trap size 100x75,110/90 mm confirming to IS-14735 self cleaning design fixed in PCC 1:2:4 and supply and fixing of 125 mm dia heavy duty CP brass jali. |
| 134 | ELECTRICAL WORKS |
| 135 | POINT WIRING |
| 136 | Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular type switch, modular plate, suitable size G.I. box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc as required. |
| 137 | Wiring for circuit/sub-main wiring along with earth wire with the following size of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVCconduit as required. |
| 138 | 2X1.5 sqmm + 1x1.5 sqmm earth wire |
| 139 | 2X4.0 sqmm + 1x 4.0 sqmm earth wire |
| 140 | Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required. |
| 141 | Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 A modular switch,connection etc. as required. |
| 142 | Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess including providing and fixing 6 pin 5/6 & 15/16 A modular socket outlet and 15/16 A modular switch,connection etc. as required. |
| 143 | Supplying and fixing 3 pin 5 A ceiling rose on the existing junction box/woodedn block including connectionetc. as required. |
| 144 | Instalation,testing & commissioning of wall bracket /ceiling fittings of all sizes and shapes containing upto two GLSCFL/LED lamps per fitting, complete with all accessories including connection etc. as required. |
| 145 | Numbering of ceiling fan/ exhaust fan/ fluorescent fittings as required. |
| 146 | Installation of exhaust fan in the existing opening, including making good the damage, connections, testing, commissioning etc. as required. |
| 147 | upto 450 mm sweep. |
| 148 | Extra for fixing the louvers / shutters complete with frame fro exhaust fans of all sizes. |
| 149 | DISTRIBUTION BOARDS, MCB\"S & ISOLATORS : |
| 150 | Supplying and fixing followingway, single pole and neutral sheet steel, MCB distribution board, 240 V on surface /recess completewith , tinned copper busbar, neutral busbar, earth bar, din bar, interconnections, powder painted including earthing etc. as required (But without MCB / RCCB / Isolators). |
| 151 | 8 way, Double door |
| 152 | Supplying and fixing 5 amps. to 32 amps. rating, 240 volts `C\" series,miniature circuit breaker (MCB) suitable for inductive load offollowingpolesin the existingMCBDBcomplete with connections, testing andcommissioning etc. as required. |
| 153 | Single Pole |
| 154 | Double Pole |
| 155 | Supplying and fixing single pole, blanking plate in the existing MCB DB complete etc. as required. |
| 156 | Earthing with GI earth pipe, 600 mm X 600 mm X 6 mm thick including accessories and providing masonary enclosure withcover platehavinglockingarrangement and watering pipe of 2.7 metre long etc, with charcoal/cock and salt as required. |
| 157 | Supplying and Laying of 25 mm X 3 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection / terminating with nut, bolt, spring, washer etc. as required.( jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm) |
| 158 | Laying of one number PVC insulated and PVC sheathed/XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc. as required. |
| 159 | Upto 35 sq. mm |
| 160 | Supplying & making end termination with brass compression gland and aluminium lugs for the following size of PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required. |
| 161 | 2 X 10 sqmm. (19mm) |
| 162 | PART B - NON - SCHEDULED ITEMS |
| 163 | CABLES |
| 164 | Supply of following size of 1.1 KV grade multicore aluminium conductor PVC sheathed armoured cable as per IS 1554. |
| 165 | 10 sqmm 2 core Make Polycab or Eq |
| 166 | SUPPLY OF LIGHT FIXTURES : |
| 167 | Supply of1X17 W mirror light complete in all respects. Make-Philips or Eq |
| 168 | Supply of recess/Surface/Pendent mounting round 10 to 15 watt LED Down Lighter having Powder coated die cast aluminium housing with heat sink, diffuser/Reflector and driver set complete in all respects.Make-Philips or Eq |
| 169 | Supplyof AC 230/250 Volts, 50 Hz 55w 1400 rpm exhaust fans including providing nuts, bolts, mounting frame and other accessories including connections etc. complete as required.Make: Havells-STANDARD -Refresh Air-SPS |
| 170 | 300mm sweep. |
| 171 | SEPTIC TANK , SOAK PIT |
| 172 | SIZE OF TANK-Length = 5.0 M. Width = 2.00M Total Depth =3.00M |
| 173 | Earth work in excavation over areas including disposal of excavated earth, lead upto 50m, disposed earth to be levelled and neatly dressed. |
| 174 | In all kind of soil upto 1.5m depth |
| 175 | In all kind of soil upto 1.5m to 3.0m. depth |
| 176 | In all kind of soil upto 3.0m to 4.50m. depth |
| 177 | Providing and laying of cement concrete in base excluding the cost of centring and shuttering by 1:2:4 (1 cement : 2 coarse sand : 4 gradded stone aggregae 20 mm nominal size) |
| 178 | Reinforced cement concrete work in slab with 1:1.5:3 (1 cement : 1.5 course sand : 3 graded stoneaggregate 20mm normal size). |
| 179 | Brick work with brick of class designation 150 in foundation and plinth in cement mortar (1 cement : 4 coarse sand) |
| 180 | Reinforcement for R.C.C. work including, straightening, cutting bending binding and placing in position complete. |
| 181 | Centring and shuttering including struting , proping etc and removal of form for slab. |
| 182 | 15mm cement plaster on rough side of mix 1:4 (1 cement : 4 course sand) |
| 183 | 62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4( 1 cement: 2 coarse sand: 4 gradeed stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2( 1 cement hardener mix: 2 graded stone aggregate, 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture\"s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. |
| 184 | Providing M.S. foot rest including fixing with 20x20x10 cm. cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 gradded aggregate of nominal size 20mm ) as per standard design with 20x20mm sq bars. |
| 185 | Providing and fixing C.I. tee at the inlet and outlet of septic tank. |
| 186 | Providing & fixing 75mm dia vent pipes. |
| 187 | Providing & fixing of 75mm dia cast iron terminal guard. |
| 188 | Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality. |
| 189 | M.D. -10- Circular shape 500mm internal diameter |
| 190 | L.D. -2.5- Circular shape 450mm internal diameter |
| 191 | Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks of class designation 75 and S.W. drain pipe 100 mm diameter, 1.8m long complete as per standard design. |
| 192 | With F.P.S. bricks |
| 193 | EXTERNAL PLUMBING WORKS |
| 194 | EXTERNAL SEWERAGE SYSTEM |
| 195 | Excavating trenches in all kind of soil of required width for pipes, cables etc. including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5 m.including getting out the excavated soil & then returning the soil as required, |
| 196 | in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering, etc & disposig of surplus excavated soil as directed within a lead of 50m. |
| 197 | Pipes, cables etc. exceeding 80mm dia. But not exceeding 300 mm dia. |
| 198 | Providing, laying and joining glazed stone ware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete. |
| 199 | 150mm diameter |
| 200 | Providing & laying cement concrete 1:5:10 (1 cement :5 coarse sand :10 graded stone aggregate 40mm nominal size) alround S.W. Pipes including bed concrete as per standard design. |
| 201 | 150mm diameterS.W. Pipe |
| 202 | Constructing brick masonry manhole in cement mortar 1:4 (1 cement :4 coarse sand) RCC top slab with 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement :4 coarse sand :8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with floating coat fo neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nminal size) finished with a floating coat of neat cement complete as per standard design |
| 203 | Inside size 90x80cms and 45cms deep including CI cover with frame (light duty) 455x610mm internal diamensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15kg). |
| 204 | With FPS bricks of class designation 75 |
| 205 | (i) For Sewer Line |
| 206 | Extra for depth of man hole size 90x80 cm |
| 207 | Providing orange colour safety foot rest of minimum 6mm thick plastic encapsulated as per IS : 10910 on 12mm dia steel bar conforming to IS: 1786 having minimum cross section as 23 mm x25mm and over all minimum length 263mm and width as 165mm with minimum 112mm space between protruded legs having 2mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufactures\"s permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) complete as per design. |
| 208 | Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) cement plastered on both sides with cement mortar ( 1 cement : 3 coarse sand) finished with a floating coat of neat cement and making necessary channels for the drain etc. complete : |
| 209 | For pipes 100 to 250mm diameter |
| 210 | EXTERNAL WATER SUPPLY SYSTEM |
| 211 | Excavating trenches in all kind of soil of required width for pipes, cables etc. including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5 m.including getting out the excavated soil & then returning the soil as required, |
| 212 | in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering, etc & disposig of surplus excavated soil as directed within a lead of 50m. |
| 213 | Pipes, cables etc. not exceeding 80mm dia. |
| 214 | Provding and fixing gun metal non return valve of approved quality (screwed end) |
| 215 | 50 mm nominal bore |
| 216 | Vertical |
| 217 | Providing & fixing G.I. pipes complete with G.I. fittings includingtenching and refilling etc. |
| 218 | External work |
| 219 | 32mm nominal bore. |
| 220 | 50mm nominal bore. |
| 221 | Providing & fixing sand of grading zone V or coaser grade alround the G.I. Pipes in external work. |
| 222 | 32 mm diameter pipe |
| 223 | 50 mm diameter pipe |
| 224 | Providing and fixing gate valve (with cap complete with bolts, nuts, rubber insertion etc. |
| 225 | 32 mm nominal bore |
| 226 | 50 mm nominal bore |
| 227 | Constructing masonry Chamber 60x60x75 cm, inside with 75 class designation brick work in cement mortar 1:4 (1 cement :4 coarse sand ) for sluice valve, with C.I. surface box 100mm top diameter, 160mm bottom diameter and 180mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) necessary excavation foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design : |
| 228 | Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : |
| 229 | 25 to 40 mm dia nominal bore |
| 230 | 50 to 80 mm dia nominal bore |
| 231 | ENTRANCE GATE |
| 232 | 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 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.All kinds of soil |
| 233 | Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors. |
| 234 | Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameterholes and plugging with cement mortar 1:2 (1 cement:2 coarse sand) to match the existing floor. |
| 235 | With Chlorpyriphos/ Linadane E.C. 20% with 1% concentration. |
| 236 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels,bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five 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). Slab |
| 237 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels,bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five 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). Beam |
| 238 | Above Plinth |
| 239 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing andreinforcement - All work up to plinth level : |
| 240 | 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources) |
| 241 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing andreinforcement - All work up to plinth level : |
| 242 | 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources) |
| 243 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels,bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five 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). Column |
| 244 | Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size). |
| 245 | Paintingon D.P.C. withtwocoatsof airblown bitumen 85/50 or 85/25 @ 1.7 kg/sqm approx. including cost of fuel if any. |
| 246 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 247 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level.Cement mortar 1:4 (1 cement :4 coarse sand) |
| 248 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 249 | Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after .The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineerin- charge .The elevational area of the scaffolding shall be measured for payment purpose .The payment will be made once irrespective of duration of scaffolding. |
| 250 | Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including 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) :Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including 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 fine dressed with rough backing.30 mm thick |
| 251 | Providing and fixing stainless steel cramps of required size and shape for anchoring stone wall lining to the backing or securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases in stone and holes in walls wherever required. |
| 252 | Providing and fixing copper pins 7.5 cm long 6 mm diameter for securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases. |
| 253 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 254 | Foundations, footings, bases of columns, etc. for mass concrete |
| 255 | Suspended floors, roofs, landings, balconies and access platform with water proof ply 12 mm thick |
| 256 | Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick |
| 257 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 258 | COST OF SIGNAGE |
| 259 | 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 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.All kinds of soil |
| 260 | Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors. |
| 261 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing andreinforcement - All work up to plinth level : |
| 262 | 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources) |
| 263 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 264 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 265 | Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including 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) :Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including 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 fine dressed with rough backing.30 mm thick |
| 266 | Providing and fixing stainless steel cramps of required size and shape for anchoring stone wall lining to the backing or securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases in stone and holes in walls wherever required. |
| 267 | Providing and fixing copper pins 7.5 cm long 6 mm diameter for securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases. |
| 268 | Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing of edges to give high gloss finish etc. completeat all levels.Granite stone slab of colour black, Cherry/Ruby red.Area of slab over 0.50 sqm |
| 269 | Cost of Stone writing |
| 270 | Supply and fixing of decorative 8 to 16 Watt LED bollard luminaire with driver set confirming to IP 65 protection complete in all respect.Cat- AAA |
| 271 | Supply and fixing of factory wired integral LED flood light luminaireswith die cast aluminium housing built with driver set suitbale for 40 to 50 Watt Conforming to IP 65/66 protection complete in all respect.(CAT-AAA) |
| 272 | BORING AND PUMP |
| 273 | External W/S arrangement, T.W. boring of 150mm dia with 100mm dia P.V.C. pipe assembly, 1.5 H.P. submersible pump including supply of all accessories starter, panel etc. & pipe arrangement etc. |
| 274 | 4\" PVC pipe of ISI mark [14 Kg pressure] |
| 275 | P/F 2\" GI pipe (B) class. |
| 276 | NYLon mesh for filter |
| 277 | Plastic dori |
| 278 | Solvent dori |
| 279 | 4\" End cap |
| 280 | 4\" Submersible Cap |
| 281 | 2\" MS clamp (Heavy) |
| 282 | 2\" Gl elbow. |
| 283 | 2\"*6\" GI nipple |
| 284 | 1.5 HP 9 Stage Submersible Pump of ISI mark With |
| 285 | automatic panel. |
| 286 | 2.5 Sqm. Submersible cable. |
| 287 | Drilling Charges for 6\" dia tubewell. |
| 288 | Pea Gravel |
| 289 | 2\" Ms Socket. |
| 290 | Cartage of material upto site. |
| 291 | COST OF INTERLOCKING |
| 292 | COST OF LIGHTING WORK SOLAR |
| 293 | COST OF STONE BENCH |
| 294 | COST OF WASTE BIN |
| 295 | G.S.T. Extra as per Applicable |
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