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| Sl. No. | Item Description |
| 1 | CIVIL |
| 2 | Construction of 2 Nos Courts at Second Floor of JCC Block including Transgender Toilet at Ground Floor & First Floor |
| 3 | Stripping and stacking slate or tiles of a roof. |
| 4 | Dismantling cement conglomerate floors 25mm to 50mm thick without concrete base |
| 5 | Scraping Cement plaster |
| 6 | Earth work excavation in ordinary soil, exclusive of compensation of earth:- Earth work undressed with a combined lead upto 15 metres including breaking of clods. |
| 7 | Dismantling concrete |
| 8 | Reinforced cement concrete |
| 9 | Cement concrete plain 1:3:6 mix |
| 10 | Removing Doors and Windows (Steel or wood) with chowkhats by making recesses in walls when the wall is not to be dismantled. |
| 11 | Doors of area 3 sqm and below. |
| 12 | Windows of area 3 sqm and below |
| 13 | Dismantling brick work tile, masonry or tile liningIn cement |
| 14 | Dismantling asbestos cement celotax or other hard board ceiling or partition walls including supporting timber |
| 15 | Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. |
| 16 | Reinforced cement concrete M-25 mechanicaly batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth. |
| 17 | Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) |
| 18 | Reinforced cement concrete M-20 mechanicaly batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in supersturcture. |
| 19 | Shelves |
| 20 | Total all Floor |
| 21 | Lintels |
| 22 | Total all Floor |
| 23 | Reinforced cement concrete M-25 mechanicaly batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in supersturcture. |
| 24 | Beams |
| 25 | Total all floor |
| 26 | Columns (Rectangular & Square) |
| 27 | Total all Floor |
| 28 | Walls |
| 29 | Total all floor |
| 30 | Total qty for all floor |
| 31 | Cement concrete 1:3:6 with stone ballast or shingle 40 mm guage. using concrete mixing volumetric type |
| 32 | Extra rate for Third Floor |
| 33 | Extra for using computerised concrete batch mixing plant including carriage by transit mixer within 1 km lead (note: where concrete mixer is already included in the rate the same shall be deducted ) |
| 34 | Extra for pumping charges of Batch Mix Concrete / Ready mix conrete work (RMC) |
| 35 | Extra rate for enhancement in pumping power, addition of pipe length, scaffolding for handling the pipe arrangement for pumping of concrete in subsequent storey above the below storey up to height of 4 meters or part there of up to the roof top level of that storey |
| 36 | Extra Rate for First Floor |
| 37 | Extra Rate for Second Floor |
| 38 | Extra Rate for Third Floor |
| 39 | Centring and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc. |
| 40 | Total qty for all floor |
| 41 | Extra rate for Second Floor |
| 42 | Extra rate for Third Floor |
| 43 | Centring and shuttering for Columns ( Square or Rectangular or ply gonal in plain) |
| 44 | Total qty for all floor |
| 45 | Extra rate for Second Floor |
| 46 | Extra rate for Third Floor |
| 47 | Centring and shuttering for sides and soffits of beam, beams launchings girders bressumers, lintels |
| 48 | Total qty for all floor |
| 49 | Extra rate for First Floor |
| 50 | Extra rate for Second Floor |
| 51 | Extra rate for Third Floor |
| 52 | Centring and shuttering for stair cases with sloping with soffits including risers and stringers. |
| 53 | Total qty for all floor |
| 54 | Extra rate for Second Floor |
| 55 | First class burnt brick work laid in cement sand mortar 1:6 in first storey upto 4 metres above plinth level.. |
| 56 | Total qty for all floor |
| 57 | Extra rate for First Floor |
| 58 | Extra rate for Second Floor |
| 59 | Extra rate for Third Floor |
| 60 | Extra rate for Fourth Floor |
| 61 | Providing and laying in super structure for first storey factory made with vibro-hydraulic compaction machine precast hollow block of cement concrete 100 mm thick setting in position with cement mortar 1:3 (1cement:3 course sand ) including cost of hosting, centering and shuttering complete as per IS:2185 (Part-1): 2005.. |
| 62 | Second Floor |
| 63 | Extra rate for Second Floor |
| 64 | Providing and laying in super structure for first storey factory made with vibro-hydraulic compaction machine precast Hollow block of cement concrete setting in position with cement mortar 1:3 (1 cement:3 course sand ) including cost of hosting, centering and shuttering complete as per IS:2185 (Part-1): 2005. |
| 65 | Extra rate for Second Floor |
| 66 | 115 mm thick brick wall with every fourth course reinforced with hoop iron laid in 1 :4 cement sand mortar in super structure. |
| 67 | Second Floor |
| 68 | Extra rate for Second Floor |
| 69 | 12.5mm thick cement plaster 1:5. |
| 70 | Total all floor |
| 71 | Extra rate for First Floor |
| 72 | Extra rate for Second Floor |
| 73 | Extra rate for Third Floor |
| 74 | 20 mm thick cement plaster 1:5 in two coats work. |
| 75 | Extra rate for Second Floor |
| 76 | Extra rate for Third Floor |
| 77 | 12.5 mm thick cement plaster 1:4. |
| 78 | Total all floor |
| 79 | Extra rate for Second Floor |
| 80 | Extra rate for Third Floor |
| 81 | Extra rate for Fourth Floor |
| 82 | 20 mm thick cement plaster 1:4. |
| 83 | Extra rate for Second Floor |
| 84 | Extra rate for Third Floor |
| 85 | Extra rate for Fourth Floor |
| 86 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes (working pressure 4 kgf / cm²) conforming to IS : 4985, including fixing with MS Clamp |
| 87 | U-PVC pipes (working pressure 4 kg / sqcm) pipe 160 mm dia. |
| 88 | Providing and fixing U.P.V.C bend for Rain water pipe as per IS:14735 including jointing complete as per specifications and to the entire satisfaction of Engineer- in- charge. |
| 89 | UPVC 160 mm bend |
| 90 | Providing and fixing SWR U.P.V.C Coupling/Sockete for Rain water pipe as per IS:14735 including jointing complete as per specifications and to the entire satisfaction of Engineer- in- charge. |
| 91 | UPVC 160 mm Coupling /Sockets |
| 92 | Top khurra 0.6m x 0.6m for rain water pipe in 25mm thick cement concrete 1:2:4 over 50mm thick cement concrete 1:8:16. |
| 93 | Bottom Khurra on ground 1.2m x 0.6m Mtr. Consisting of brick on edge laid in cement mortar 1:3 over 75mm cement concrete 1:8:16 including 12.5mm thick cement plaster 1:3. |
| 94 | Providing and fixing in position gratings 150mm x 150mm for gully trap.PVC grating |
| 95 | Terracing consiting of tiles 22.86x11.43x3.83cm laid over 25 mm mud plaster 7.5 cm mud filling on another layer of 25mm mud plaster including two coats of bitumen laid hot at 1.65 Kg. /Sqm top of R.C.C. slab including grouting with cement sand mortar 1:4 and top surface to be left clean after wire brushing |
| 96 | Extra rate for Second Floor |
| 97 | Extra rate for Third Floor |
| 98 | Cement concrete 1:2:4 gola 10cm x 10cm concave quadrant along junction of roofs with parapet wall finished smooth, where specially specified. |
| 99 | Base course of floor consisting of 100mm thick cement concrete 1:8:16 with stone aggregate 40mm guage and 100mm fine sand filling using mechanical mixer for mixing of material |
| 100 | Screed of 50mm thick cement concrete 1:8:16 with stone aggregate 40mm gaugeto be laid below the topping using mechanical mixer for mixing of material |
| 101 | Total all Floors |
| 102 | Extra rate for First Floor |
| 103 | Extra rate for Second Floor |
| 104 | Extra rate for Third Floor |
| 105 | Conglomerate floor 40mm thick cement concrete topping 1:2:4 (Using mechanical mixer for mixing of material). |
| 106 | Second Floor |
| 107 | Extra rate for Second Floor |
| 108 | Providing and laying Laminate wooden flooring (Grade AC3 or AC3+ laminates) 6 mm to 12 mm thick, having core made up of medium-density fiberboard (MDF),which is less resistant to impact damage and less resistant to being dented by heavy furniture, having a décor layer to give each floor its appearance and consisting of one or more sheets of paper impregnated with melamine resin and top wear layer having clear aluminum oxide finish that protects the decorative layer & imparts the desired level of sheen, from full gloss to low gloss, duly fixed to the base floor using adhesive as approved by the manufacturer. |
| 109 | Second Floor |
| 110 | Providing & Fixing PVC panneling tounged and grooved having 'U' for bottom, 'L'for vertical sides ,PVC designed moulding on Top fixing by means of PVC gatties and screws as per shade approved by the engineer-in-charge complete as per drawing. |
| 111 | Marble stone flooring with 12-15 mm thick marble stone, as per sample of marble approved by Engineer-in-charge, over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with grey cement slurry, including rubbing and polishing complete with :Udaipur Green Marble Tiles of thickness 12mm to 15mmSlabs sizes above 0.50 sqm |
| 112 | Total All Floors |
| 113 | Extra rate for Second Floor |
| 114 | Extra rate for Third Floor |
| 115 | Marble work of thickness 12-15 mm for wall lining (veneer work), backing filled with a grout of average 12 mm thick in cement mortar 1:3 (1 cement : 3 coarse sand), including pointing with white cement mortar 1:2 (1 white cement : 2 marble dust) with an admixture of pigment to match the marble shade (To be secured to the backing by means of cramps, which shall be paid for separately).Udaipur Green Marble Tiles of thickness 12mm to 15mmSlabs sizes above 0.50 Sqm |
| 116 | Total all Floors |
| 117 | Extra rate for Second Floor |
| 118 | Extra rate for Third Floor |
| 119 | Providing and laying Rectified Porcelin floor tiles 400x400mm or more (thickness to be specified by the manufacturer) of premium quality conforming to IS:15622 of approved make in all colours laid on 20mm thick bed of Cement Mortar 1:4 ( 1 Cement : 4 Fine sand) for new flooring complete . |
| 120 | Total all Floors |
| 121 | Extra rate for First Floor |
| 122 | Extra rate for Second Floor |
| 123 | Providing and fixing 1st quality ceramic glazed wall tiles Matt/Semi Matt/Glosy/Highly Gloss finish/Highlighter/emboss conforming to IS : 15622 (thickness to be specified by the manufacture of approved make in all colours, shades except burgundy, bottle green, black of size 600 x 300 mm as approved by Engineer-in-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:4 (1 cement: 4 fine sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete. |
| 124 | Total all Floors |
| 125 | Extra rate for First Floor |
| 126 | Extra rate for Second Floor |
| 127 | Extra for pre finished nosing to treads of steps of marble stone. ( Full gola, half round gola etc.) |
| 128 | Extra for marble stone flooring in treads of steps and risers using single length |
| 129 | Providing and fixing Morwad Marble Strip 12mm to 15mm thick and 100 mm wide in kotah stone flooring over 12.50mm thickness base of cement mortar 1:3 jointed with cement slurry including cost of additional mortar equivalent to the kota stone thickness andcolouring pigment to match the colour rubbed and polished to granolithic finish complete in all respects.respects. |
| 130 | Providing and laying vitrified floor tiles in different sizes in light colour shades made using Full Body Technology (thickness to be specified by the manufacturer) with water absorption’s less than 0.08% and conforming to IS : 15622 of approved make in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement: 4 fine sand), complete. ( Full body vitrified tiles have pigment in entire body / thickness of tile which makes chips and scratches less noticeable and make na ideal choice for high traffic zones.)Size 600x600 mm |
| 131 | Extra rate for Second Floor |
| 132 | Grouting the joints of flooring tiles having joints of 3 mm width, using 2mm to 3 mm gap using spacers and later this gap to be filled with cement based grout ) with Cement base grout and matching pigments etc., complete, including filling / grouting and finishing complete as per direction of Engineer-in-chargeSize 600x600 mm. |
| 133 | Providing and Laying Tactile Flooring full body vitrified , low water absorption below 5%, having excellent slip resistance , very dense, durable and abrasion resistant, solid through colour, fade proof, highly chemical and stain resistance unglazed finish porcelain tile of size 300mm x 300mm x 10mm + 5mm thick, approved profile design, Tec-button/Tec-liner laid in ordinary grey cement and on 20mm thick bed of cement mortar 1:3 filling neat cement slurry between joints with White Cement containing pigment to match the shade complete in all respect. (Tile design and pattern will be as per guidelines issued for persons with disability) |
| 134 | Total all Floor |
| 135 | Extra rate for First Floor |
| 136 | Extra rate for Second Floor |
| 137 | Coloured Granite stone tiles 15mm to 20mm thick in skirting, risers of steps, dado walls and pillars laid in 12.5mm thick cement mortar 1:3 (1 cement 3 coarse sand) and jointed with neat cement slurry mixed with pigment to match the shade of stone, including rubbing and polishing including labour for fixing dowel pins and cramps.. |
| 138 | Extra rate for Second Floor |
| 139 | Providing & fixing 16 guage stainless steel pipe railing of grade 304 duly fixed on steps with the help of bolts grouted on steps with hand rail and newel post of 50mm dia Stainles steel pipe, Balusters of 40mm dia stainless steel pipe complete in all respects. |
| 140 | Providing and fixing hydraulic door closer ISI mark with necessary screw etc. complete |
| 141 | Factory manufactured flush door fixed in position iron hinges, etc (excluding the cost of any fittings other than specified above but including labour for fixing the same in position (Code : II Revision IS-2191 Part-I) 1973,Commercial with elm or gurjan facing on both \ Sides with laminated core and lipped edges:- |
| 142 | 35mm thick |
| 143 | Cost of Aluminium fittings complete for doors, windows such as tower bolts, handless and screw etc. for these fittings (Excluding sliding bolt)For shutter area above 0.50 sqm |
| 144 | Providing and fixing aluminium sliding door bolts ISI marked anodized (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 : |
| 145 | 300mm x 16mm |
| 146 | 250mmx16mm |
| 147 | PProviding & fixing factory made Solid PVC Chowkhat Door frame of the size 50mm x 47mm with a wall thickness of 5mm made out of extruded 5mm PVC foam sheet, mitre cut at 2 corners & joined with 2Nos of 150mm long brackets of 15 x 15mm M.S square tube. the two vertical doors profiles are to be reinforced with 19 x 19mm M.S square tube of 19 guage, the door framed shall be fixed to the wall using 65/100mm long M.S screws through the frame by using fasteners. a minimum of 4 nos of screws to be provided for each vertical member & minimum 2nos for horizontal member etc. as per manufacturer's specification,conforming to test criteria specified in IS:4020-1998, Drawings and to the entire satisfaction of engineer-in-charge. |
| 148 | Providing & fixing 30mm thick Factory Made solid Panel PVC Door shutter (Pannel thickness 5mm) Consisting of frame made out of M.S tubes of 19 guage thickness and size of 19mm x 19mm for styles & 15mm x 15mm for top & bottom rails. M.S frame shall have a coat of steel primers of approved make & manufacture. M.S frame shall be covered with 5mm thick heat moulded PVC 'C' Channel of size 30 x 50mm forming styles, and 5mm thick, 75mm wide PVC sheets for top rail, lock rail & bottom rail on either side, and 10mm (5mm x 2) thick, 20mm wide cross PVC sheet as gap insert for top rail & bottom rail. Panneling of 5mm thick PVC sheet to be fitted in the M.S Frame welded/Sealed to the styles & Rails with 30mm wide x 5mm thick PVC sheet beading on either side and joined together with solvent cement adhesive.an additional 5mm thick PVC strips of 20mm width is to be stuck on the interior side of the 'C' Channel using PVC solvent cement adhesive etc. complete as per manufacturer's specification, conforming to test criteria specified in IS:4020-1998,Drawings and to the entire satisfaction of engineer-in-charge. |
| 149 | Supply & Fixing of door frames (Chowkhats) consisting frame fabricated from sheet roll formed out of 1.2mm thick galvanized sheet as per IS:277 (base steel as per IS:513) with zinc of 120gm/sqm & Powder coated with pure Polyster powder upto 50 micrones (as per approved colour) , 3 Nos 100mm but hinges 2mm thick, 6 Nos 1.2mm thick CRCA electroplated stiffner, 6 Nos M.S hold fast with split and tail welded to stiffner plate 200mm long, Receiver for aldrop, M.S tie rod 50mm x 25mm to be fixed at bottom finished with powder coated total thickness of coating 0.60mm of approved shade, fixed in position, including the cost of cement concrete for 1:2:4 for fixing lugs complete in all respects as per drawing, design, specification & entire stasfication of Enginner-in-Charge. |
| 150 | Doors frame of size 80mm x 50mm with 37 mm wide single rebate for 35mm door shutter . |
| 151 | Supply & Fixing of Window frames (Chowkhats) including mullions consisiting frame fabricated from sheet roll formed out of 0.58mm thick galvanished sheet (base steele as per IS : 513) with zinc of 120gm/sqm steel sheet pre coated (as per approved colour) with polyster paint of 12-16 micrones thickness under coat of EPOXY primer & back coated with ALKYD backer of 5-7 micrones total thickness of coating 0.58mm of approved shade, fixed in position by means of PVC & metal hold fastner with PVC cap complete in all respects as per drawing, design, specification & entire stasfication of Engineer-in-Charge. |
| 152 | Windows Outer frame of size 72mm x55mm and central mullion 72 mm x 50mm with Double rebate. |
| 153 | Supply & Fixing of Window shutter consisiting frame fabricated from sheet roll formed out of 0.58mm thick galvanished sheet (base steele as per IS : 513) with zinc of 120gm/sqm steel sheet pre coated (as per approved colour) with polyster paint of 12-16 micrones thickness under coat of EPOXY primer & back coated with ALKYD backer of 5-7 micrones total thickness of coating 0.58mm of approved shade, fixed in position by means of screws, complete in all respects as per drawing, design, specification & entire stasfication of Engineer-in-Charge. |
| 154 | Glazed Windows shutter Section 47mm x 20mm (Without Glass) |
| 155 | Wire Mesh Windows shutter Section 40mm X 20mm with S.S wire mesh 32 gauge flymesh with 144 holes per square inch |
| 156 | Providing and fixing glazing in door, window, ventilator shutters and partitions etc, complete as per the architectural drawings and the directions of engineer-in-Charge (Cost of gasket/beading shall be paid as per respective item) |
| 157 | Float glass panes of 5mm thickness |
| 158 | Providing & fixing fixed beeding 12mm X 12mm for fixed glass with Eco fixed gasket (EPDM) |
| 159 | Wrought iron and mild steel ladders, framed grills, grating etc. with ends of bars, riveted or welded or forged, framed window guards, barred iron doors, stair case, iron railing including cost of bolts and nuts or screws or welding rod, complete fixed in position. |
| 160 | Cold twisted deformed (Ribbed/ Tor Steel Bar/TMT) Bars Fe 500 grade as per IS 1786-2008, for R.C.C works, where not including in the complete rate of RCC including bending and placing in position complete |
| 161 | Total Qty for All Floor |
| 162 | Extra rate for First Floor |
| 163 | Extra rate for Second Floor |
| 164 | Extra rate for Third Floor |
| 165 | Extra rate for using steel produced in integrated plant from original ores complete in all respect as per the directions of Engineer-in-charge. |
| 166 | Providing and fixing M.S. angle iron 40x40x6mm chowkhat including iron hold fasts butt hinges fixed in position, finished with red lead non setting primer complete in all respectFor single rebate. |
| 167 | Providing and fixing 14 gauge MS sheet garage doors with 40mmx40mmx6mm angle iron frame with diagonal braces 3.15mm gusset plates including locking arrangement with handles etc. complete in respects |
| 168 | Supplying and filling cinder on roof (Ist story) including light ramming |
| 169 | Providing & Fixing DIAS consisting of teak wood frame work ,20mm thick water proof teak ply board, 12 mm thick water proof ply, finished with polishing painting as per shade approved by the engineer-in-charge,handles, hinges, locks complete as per drawing. |
| 170 | Providing and Fixing of Copper Sheet 16 Gauge 350mm wide on expansion joint including covering with C. Concrete complete in all respect as per specifications. |
| 171 | Providing and fixing covering 200mm wide Aluminium Sheet 14 Gauge with gatties and screw on vertical expansion joints one side fixed and one side fixed with slotted holes to allow movement complete in all respect as per specifications and to the entire satisfaction of engineer- in- charge. |
| 172 | Preformed fillers for expansion joints in concrete pavement and structures (non-extruding and resilient type) part-3 Polymer Based (CED 13: building construction practices including painting, varnishing and allied finishing) complete as per IS 1838-3 (2011): |
| 173 | Providing and applying plaster of paris (ISI marked such as JK, Kohinoor, Maharaja etc.) punning 6mm thickness over plastered surface to prepare the surface even and smooth complete in all respect as per the directions of Engineer-in-charge. |
| 174 | Preparation of plastered or concrete surface for painting (including sand papering the surface) using ready mixed cement based wall putty by applying two or more coats to get required finish |
| 175 | Providing and fixing mineral fibre false ceiling tiles at all heights of size 595X595mm of approved texture, design and pattern. The tiles should have Humidity Resistance (RH) of 99%, Light Reflection > 85%, Thermal Conductivity k = 0.052 - 0.057 w/m K, Fire Performance as per (BS 476 pt - 6 &7)in true horizontal level suspended on interlocking T-Grid of hot dipped all round galvanized iron section of 0.33 mm thick (galvanized @120 gsm) comprising of main T runners of 15x32 mm of length 3000 mm, cross T of size 15x32mm of length 1200 mm and secondary intermediate cross T of size 15x32 mm of length 600 mm to form grid module of size 600x600 mm suspended from ceiling using galvanized mild steel item (galvanised@80gsm) 50 mm long 8mm outer diameter M-6 dash fasteners, 6 mm diameter fully threaded hanger rod up to 1000 mm length and L-shape level adjuster of size 85x25x2 mm, spaced at 1200 mm centre to centre along main ‘T’. The system should rest on periphery walls /partitions with the help of GI perimeter wall angle of size24x24X3000 mm made of 0.40 mm thick sheet, to be fixed to the wall with help of plastic rawl plug at 450 mm centre to centre & 40 mm long dry wall S.S. screws. The exposed bottom portion of all T-sections used in false ceiling support system shall be pre-painted with polyester baked paint, for all heights. The work shall be carried out as per specifications, drawings and as per directions of the engineer-in-charge. |
| 176 | With 16 mm thick beveled tegular mineral fibre false ceiling tile (NRC 0.55 to 0.6) size 595x595 mm |
| 177 | Distempering with Acrylic washable oil bound distemper (of approved manufacture) two or more coats over one priming coat to give an even shade |
| 178 | Applying priming coat with metal primer on new steel or iron work including preparation of surface. |
| 179 | Preparation of plywood surface for painting including sand papering the surface and applying filling with approved quality fillers consisting of white lead, linseed oil, Varnish, and Chalk Mitti including finishing the surface to required finish complete. |
| 180 | Applying pink primer or aluminum priming coat on wood work including preparation of surface knotting and stopping et |
| 181 | Painting two or more coats excluding priming coat with synthetic enamel paint in all shades on wood work, metallic or plastered, concrete surface to give an even shade. |
| 182 | Finishing walls with textured exterior paint of required shade with two or more coats applied @ 3.28 litre/10Sqm over and including base coat of water proofing Cement Paint applied @ 2.20 Kg/10 Sqm |
| 183 | Finishing walls with acrylic smooth exterior paint of required shade with two or more coats applied @ 1.67 litre/10Sqm over and including base coat of water proofing Cement Paint applied @ 2.20 Kg/10 Sqm |
| 184 | Disposal of Malba ouitside the premises including loading and unloading as desired by Engineer in charge. |
| 185 | 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. Note: - This item to be used for maintenance work judicially, necessary deduction for scaffolding in the existing item to be done. |
| 186 | Credit of Material to be received from dismentling |
| 187 | Tile from dismenling of tile terracing |
| 188 | Bricks from dismenling of Brick work |
| 189 | Brick/Tile bats |
| 190 | Old Doors Complete set as fuel wood |
| 191 | Old Doors Complete set as fuel Window |
| 192 | Old/ Rusted Steel from Dismentling of RCC |
| 193 | Construction of Judicial Officer Flats Stilt + 2 Storey) Having provision of foundation for Stilt+6 Storey |
| 194 | Earth work in excavation in foundations, trenches etc. in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm. layers with compaction including disposal of all surplus soil as directed within a lead of 30 metres. |
| 195 | Providing and applying Anti Termite Treatment using pre constructional chemical treatment measures as per IS - 6313 - 2001 ( Part 2 ) & using Chemical containg chloropyrifos systemic insecticide diluted to manufacturer's specifications (i) In foundation pits, by treating the bottom & sides upto height of 300mm by uniformly spraying solution @ 5 Litre / Sqm (ii) In the refill earth on both sides of all built up walls @ 7.5 Litre / Running meter ( width - 300 mm, depth- 450 mm ) (iii) Before laying the floor, by uniformly sprinkling the top surface of the consolidated earth within the outer perimeter @ 5 Litre solution per Sqm. |
| 196 | Cement Concrete 1:4:8 With stone aggregate 40mm gauge. mixing by mechanical means using concrete mixer volumetric type |
| 197 | Reinforced cement concrete M-30 mechanically batch mixed using batch type concrete mixer as per IS:1791 and without vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth |
| 198 | Reinforced cement concrete M-30 mechanicaly batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in supersturcture. |
| 199 | Columns |
| 200 | Stilt Floor |
| 201 | First Floor |
| 202 | Extra rate for First Floor |
| 203 | Second Floor |
| 204 | Extra rate for Second Floor |
| 205 | Third Floor |
| 206 | Extra rate for Third Floor |
| 207 | Walls |
| 208 | Stilt Floor |
| 209 | First Floor |
| 210 | Extra rate for First Floor |
| 211 | Second Floor |
| 212 | Extra rate for Second Floor |
| 213 | Third Floor |
| 214 | Extra rate for Third Floor |
| 215 | Beams |
| 216 | Stilt Floor |
| 217 | First Floor |
| 218 | Extra rate for First Floor |
| 219 | Second Floor |
| 220 | Extra rate for First Floor |
| 221 | Third Floor |
| 222 | Extra rate for Third Floor |
| 223 | Lintels |
| 224 | Stilt Floor |
| 225 | First Floor |
| 226 | Extra rate for First Floor |
| 227 | Second Floor |
| 228 | Extra rate for Second Floor |
| 229 | Third Floor |
| 230 | Extra rate for Third Floor |
| 231 | Stilt Floor |
| 232 | First Floor |
| 233 | Extra rate for First Floor |
| 234 | Second Floor |
| 235 | Extra rate for Second Floor |
| 236 | Third Floor |
| 237 | Extra rate for Third Floor |
| 238 | Shelves |
| 239 | First Floor |
| 240 | Extra rate for First Floor |
| 241 | Second Floor |
| 242 | Extra rate for Second Floor |
| 243 | Third Floor |
| 244 | Extra rate for Third Floor |
| 245 | Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) |
| 246 | Extra for using computerised concrete batch mixing plant including carriage by transit mixer within 1 km lead (note: where concrete mixer is already included in the rate the same shall be deducted ) |
| 247 | Extra for pumping charges of Batch Mix Concrete / Ready mix conrete work (RMC) |
| 248 | Extra rate for enhancement in pumping power, addition of pipe length, scaffolding for handling the pipe arrangement for pumping of concrete in subsequent storey above the below storey up to height of 4 meters or part there of up to the roof top level of that storey |
| 249 | Extra Rate for First Floor |
| 250 | Extra Rate for Second Floor |
| 251 | Extra Rate for Third Floor |
| 252 | Centring and shuttering for Columns (Square or Rectangular or ply gonal in plain) |
| 253 | Stilt Floor |
| 254 | First Floor |
| 255 | Extra for First Floor |
| 256 | Second Floor |
| 257 | Extra for Second Floor |
| 258 | Third Floor |
| 259 | Extra for Third Floor |
| 260 | Centring and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc. |
| 261 | Stilt Floor |
| 262 | First Floor |
| 263 | Extra rate for First Floor |
| 264 | Second Floor |
| 265 | Extra rate for Second Floor |
| 266 | Third Floor |
| 267 | Extra rate for Third Floor |
| 268 | Centring and shuttering for sides and soffits of beam, beams launchings girders bressumers, lintels |
| 269 | Stilt Floor |
| 270 | First Floor |
| 271 | Extra rate for First Floor |
| 272 | Second Floor |
| 273 | Extra rate for Second Floor |
| 274 | Third Floor |
| 275 | Extra rate for Third Floor |
| 276 | Centring and shuttering for faces of walls, partitions, retaining walls and the like (vertical or bartering including attached pillasters buttersses etc |
| 277 | Stilt Floor |
| 278 | First Floor |
| 279 | Extra rate for First Floor |
| 280 | Second Floor |
| 281 | Extra rate for Second Floor |
| 282 | Third Floor |
| 283 | Extra rate for Third Floor |
| 284 | Centring and shuttering for stair cases with sloping withsoffits including risers and stringers. |
| 285 | Stilt Floor |
| 286 | First Floor |
| 287 | Extra for First Floor |
| 288 | Second Floor |
| 289 | Extra for Second Floor |
| 290 | First class burnt brick work laid in cement sand mortar 1:6 in foundation and plinth. |
| 291 | First class burnt brick work laid in cement sand mortar 1:6 in first storey upto 4 metres above plinth level.. |
| 292 | Stilt Floor |
| 293 | First Floor |
| 294 | Extra rate for First Floor |
| 295 | Second Floor |
| 296 | Extra rate for Second Floor |
| 297 | Third Floor |
| 298 | Extra rate for Third Floor |
| 299 | Fourth Floor |
| 300 | Extra rate for Fourth Floor |
| 301 | 115 mm thick brick wall with every fourth course reinforced with hoop iron laid in 1 :4 cement sand mortar in super structure. |
| 302 | Stilt Floor |
| 303 | First Floor |
| 304 | Extra rate for First Floor |
| 305 | Second Floor |
| 306 | Extra rate for Second Floor |
| 307 | 12.5mm thick cement plaster 1:5. |
| 308 | 20 mm thick cement plaster 1:5 in two coats work. |
| 309 | 12.5 mm thick cement plaster 1:4. |
| 310 | 20 mm thick cement plaster 1:4. |
| 311 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes (working pressure 4 kgf / cm²) conforming to IS : 4985, including fixing with MS ClampU-PVC pipes (working pressure 4kgf. / sqcm)pipe 110 mm dia. |
| 312 | Providing and fixing 110 mm dia. U.P.V.C bend for Rain water pipe as per IS:14735 including jointing complete as per specifications and to the entire satisfaction of Engineer- in- charge.UPVC 110 mm bend |
| 313 | Providing and fixing 110 mm dia SWR U.P.V.C Coupling/Sockete for Rain water pipe as per IS:14735 including jointing complete as per specifications and to the entire satisfaction of Engineer- in- charge. |
| 314 | Top khurra 0.6m x 0.6m for rain water pipe in 25mm thick cement concrete 1:2:4 over 50mm thick cement concrete 1:8:16. |
| 315 | Bottom Khurra on ground 1.2m. x 0.6m. consisting of brick on-edge laid in cement mortar 1:3 over 75mm cement concrete 1:8:16 including 12.5m.m. thick cement plaster 1:3. |
| 316 | Providing and fixing in position gratings 150mm x 150mm for gully trap.PVC grating |
| 317 | Terracing consiting of machine made Hollow Clay Tiles 80mm thick (Smooth surface) confirming to IS: 3951 (Part-I)-2009 laid over 25 mm mud plaster 7.5 cm mud filling on another layer of 25mm mud plaster including two coats of bitumen laid hot at 1.65 Kg. /Sqm on top of R.C.C. slab including grouting with cement sand mortar 1:4 having 10mm wide joints spacing on all sides of tiles and top surface to be left clean complete as per specification (laying shall be done as per PWD specifications). |
| 318 | Third Floor |
| 319 | Extra rate for Fourth Floor |
| 320 | Fourth Floor |
| 321 | Extra rate for Third Floor |
| 322 | Cement concrete 1:2:4 gola 10cm x 10cm concave quadrant along junction of roofs with parapet wall finished smooth, where specially specified. |
| 323 | Third Floor |
| 324 | Earth filling with good quality earth obtained from out side the plinth including compensation of earth, loading, unloading, carriage from outside the peremises to site of work, spreading, laying watering compacting with rammer complete as per specifications. |
| 325 | Earth filling under floor with surplus ordinary soil or soil containing gravel or kankar upto 40% excavated from foundation and taken only from outside the building plinth in 15 cm layers including ramming, watering and consolidating lead upto 30 metres. |
| 326 | Base course of floor consisting of 100mm thick cement concrete 1:8:16 with stone aggregate 40mm guage and 100mm fine sand filling using mechanical mixer for mixing of material |
| 327 | Stilt Floor |
| 328 | Conglomerate floor 50mm thick cement concrete topping 1:2:4 (Using mechanical mixer for mixing of material). |
| 329 | Total All Floors |
| 330 | Extra rate for First Floor |
| 331 | Extra rate for Second Floor |
| 332 | Construction of unreinforced plain cement concrete pavement in M-30 mix design over a prepared sub base with OPC 43 grade conforming to IS:383 mixed with concrete mixer using batch type concrete mixer as per IS:1791, laid in position, compacted with needle vibrator, screed vibrator and plate vibrator, dewatering of free water with vaccum pump, finishing the surface with power floater, finishing to required lines and grades as per drawings and technical clause 1501 of MORD specifications |
| 333 | Screed of 50mm thick cement concrete 1:8:16 with stone aggregate 40mm gaugeto be laid below the topping using mechanical mixer for mixing of material |
| 334 | First Floor |
| 335 | Extra rate for First Floor |
| 336 | Second Floor |
| 337 | Extra rate for Second Floor |
| 338 | Third Floor |
| 339 | Extra rate for Third Floor |
| 340 | Kota stone slab 20-25 mm thick flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with 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) : |
| 341 | Stilt Floor |
| 342 | First Floor |
| 343 | Extra rate for First Floor |
| 344 | Second Floor |
| 345 | Extra rate for Second Floor |
| 346 | Third Floor |
| 347 | Extra rate for Third Floor |
| 348 | Kotah stone tile 20mm thick in skirting, riser of steps, dado walls and pillars laid in 12.5mm thick cement mortar 1:3 (1 Cement and 3 Sand) and jointed with neat cement slurry mixed with pigment to match the shade of stone including rubbing and polishing |
| 349 | Stilt Floor |
| 350 | First Floor |
| 351 | Extra rate for First Floor |
| 352 | Second Floor |
| 353 | Extra rate for Second Floor |
| 354 | Third Floor |
| 355 | Extra rate for Third Floor |
| 356 | Extra for pre finished nosing in treads of steps of Kota stone/ sand stone slab. |
| 357 | Extra Labour rate if Kota stone/ sand stone in treads of steps and risers using single length. |
| 358 | Providing and fixing Morwad Marble Strip 12mm to 15mm thick and 100 mm wide in kotah stone flooring over 12.50mm thickness base of cement mortar 1:3 jointed with cement slurry including cost of additional mortar equivalent to the kota stone thickness andcolouring pigment to match the colour rubbed and polished to granolithic finish complete in all respects.respects. |
| 359 | Coloured Granite stone tiles 15mm to 20mm thick in skirting, risers of steps, dado walls and pillars laid in 12.5mm thick cement mortar 1:3 (1 cement 3 coarse sand) and jointed with neat cement slurry mixed with pigment to match the shade of stone, including rubbing and polishing including labour for fixing dowel pins and cramps.. |
| 360 | Stilt Floor |
| 361 | First Floor |
| 362 | Extra rate for First Floor |
| 363 | Second Floor |
| 364 | Extra rate for Second Floor |
| 365 | Extra for pre finished nosing to treads of steps of marble stone. ( Full gola, half round gola etc.) |
| 366 | Extra for marble stone flooring in treads of steps and risers using single length up to 2.00 metre.and to the entire satisfaction of engineer- in- charge. |
| 367 | Providing and Laying Out Door Precast Designer chequered tiles of any size & any shape 25mm thickness having top layer of white cement mixed with pigment, laid on 20mm thick bed of ordinary cement mortar 1:3(1 ordinary cement :3 fine sand), joints grouted with white cement slurry containing pigment to match the shade complete in all respect as per specifications and to the entire satisfaction of engineer- in- charge. |
| 368 | Providing and laying vitrified floor tiles of Size 600 x 600 mm in different sizes in light colour shades made using Double Charge technology (thickness to be specified by the manufacturer) with water absorption’s less than 0.08% and conforming to IS : 15622 of approved make in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement: 4 fine sand), complete. (Design is homogenous throughout the tile body).(Double Charge technology :-Double Charge technology is far more advanced than SST. This technology uses granules in order to create different shades. Tiles using this technology are ideal for high-traffic areas. These are the latest technologies of making vitrified tiles. In these technologies, design is brought in a tile by using dry colour powders during the tile body (green tiles) is being pressed in a tile press. This is also called random powder technology which is considered as the latest method of manufacturing Vitrified Tiles. Here designs are found throughout the tile body.) |
| 369 | First Floor |
| 370 | Extra rate for First Floor |
| 371 | Second Floor |
| 372 | Extra rate for Second Floor |
| 373 | Grouting the joints of flooring tiles having joints of 3 mm width, using 2mm to 3 mm gap using spacers and later this gap to be filled with cement based grout ) with Cement base grout and matching pigments etc., complete, including filling / grouting and finishing complete as per direction of Engineer-in-chargeSize 600x600 mm. |
| 374 | Supply & Fixing of door frames (Chowkhats) consisiting frame fabricated from sheet roll formed out of 1.2mm thick galvanized sheet as per IS:277 (base steele as per IS : 513) with zinc of 120gm/sqm & Powder coated with pure Polyster powder upto 50 micrones (as per approved colour), 3 Nos 100mm butt-hinges 2mm thick, 6 Nos M.S hold fast with split and tail welded to stiffner plate 200mm long, Receiver for aldrop, M.S tie rod 50mmX 25mm to be fixed at bottom finished with powder coated total thickness of coating 0.60mm of approved shade, fixed in position, including the cost of cement concrete for 1:2:4 for fixing lugs complete in all respects as per drawing, design, specification & entire stasfication of Engineer-in-Charge. |
| 375 | Doors frame of size 80mm X 50mm with 37mm wide single rebate for 35mm door shutter. |
| 376 | Supply & Fixing of Window frames (Chowkhats) including mullions consisiting frame fabricated from sheet roll formed out of 0.58mm thick galvanished sheet (base steele as per IS : 513) with zinc of 120gm/sqm steel sheet pre coated (as per approved colour) with polyster paint of 12-16 micrones thickness under coat of EPOXY primer & back coated with ALKYD backer of 5-7 micrones total thickness of coating 0.58mm of approved shade, fixed in position by means of PVC & metal hold fastner with PVC cap complete in all respects as per drawing, design, specification & entire stasfication of Engineer-in-Charge. |
| 377 | Windows Outer frame of size 72mm x55mm and central mullion 72 mm x 50mm with Double rebate. |
| 378 | Supply & Fixing of Window shutter consisiting frame fabricated from sheet roll formed out of 0.58mm thick galvanished sheet (base steele as per IS : 513) with zinc of 120gm/sqm steel sheet pre coated (as per approved colour) with polyster paint of 12-16 micrones thickness under coat of EPOXY primer & back coated with ALKYD backer of 5-7 micrones total thickness of coating 0.58mm of approved shade, fixed in position by means of screws, complete in all respects as per drawing, design, specification & entire stasfication of Engineer-in-Charge. |
| 379 | Glazed Windows shutter Section 47mm x 20mm (Without Glass) |
| 380 | Wire Mesh Windows shutter Section 40mm X 20mm with S.S wire mesh 32 gauge flymesh with 144 holes per square inch |
| 381 | Providing & fixing fixed beeding 12mm X 12mm for fixed glass with Eco fixed gasket (EPDM) |
| 382 | Providing and fixing glazing in door, window, ventilator shutters and partitions etc, complete as per the architectural drawings and the directions of engineer-in-Charge (Cost of gasket/beading shall be paid as per respective item) |
| 383 | Float glass panes of 5mm thickness |
| 384 | Wrought iron and mild steel ladders, framed grills, grating etc. with ends of bars, riveted or welded or forged, framed window guards, barred iron doors, stair case, iron railing including cost of bolts and nuts or screws or welding rod, complete fixed in position. |
| 385 | Providing and fixing Box Type cup Board 2'-0\\" deep made of 19mm HDMR board finished with 1mm thick sunmica on outer side inside & all around, handle lock, magnet catcher, tower bolt & Curtain rod complete as per drawing as desired by Engineer-in-charge. |
| 386 | Providing and fixing Box Type cup Board 2'-0\\" deep (Kitchen Cabinet above shelves) made of 19mm HDMR board finished with 1mm thick sunmica on outer side inside & all around, handle lock, magnet catcher, tower bolt & Curtain rod complete as per drawing as desired by Engineer-in-charge. |
| 387 | Providing and fixing Box Type cup Board 2'-0\\" deep (Kitchen Cabinet under shelves) made of 19mm HDMR board finished with 1mm thick sunmica on outer side inside & all around, Including telescopic slide & Multiutility Basket complete as per drawing as desired by Engineer-in-charge. |
| 388 | Providing and Installation of Chimney in Kitchen make Elica Model OSB HAC touch BF90 Nero duly fixed at site complete as per specifications as desired by Engineer-in-charge. |
| 389 | Providing & fixing 30mm thick Factory Made solid Panel PVC Door shutter (Pannel thickness 5mm) Consisting of frame made out of M.S tubes of 19 guage thickness and size of 19mm x 19mm for styles & 15mm x 15mm for top & bottom rails. M.S frame shall have a coat of steel primers of approved make & manufacture. M.S frame shall be covered with 5mm thick heat moulded PVC 'C' Channel of size 30 x 50mm forming styles, and 5mm thick, 75mm wide PVC sheets for top rail, lock rail & bottom rail on either side, and 10mm (5mm x 2) thick, 20mm wide cross PVC sheet as gap insert for top rail & bottom rail. Panneling of 5mm thick PVC sheet to be fitted in the M.S Frame welded/Sealed to the styles & Rails with 30mm wide x 5mm thick PVC sheet beading on either side and joined together with solvent cement adhesive.an additional 5mm thick PVC strips of 20mm width is to be stuck on the interior side of the 'C' Channel using PVC solvent cement adhesive etc.complete as per manufacturer's specification, conforming to test criteria specified in IS:4020-1998,Drawings and to the entire satisfaction of engineer-in-charge. |
| 390 | PProviding & fixing factory made Solid PVC Chowkhat Door frame of the size 50mm x 47mm with a wall thickness of 5mm made out of extruded 5mm PVC foam sheet, mitre cut at 2 corners & joined with 2Nos of 150mm long brackets of 15 x 15mm M.S square tube. the two vertical doors profiles are to be reinforced with 19 x 19mm M.S square tube of 19 guage, the door framed shall be fixed to the wall using 65/100mm long M.S screws through the frame by using fasteners. a minimum of 4 nos of screws to be provided for each vertical member & minimum 2nos for horizontal member etc. as per manufacturer's specification,conforming to test criteria specified in IS:4020-1998, Drawings and to the entire satisfaction of engineer-in-charge. |
| 391 | Cost of Aluminium fittings complete for doors, windows such as tower bolts, handless and screw etc. for these fittings (Excluding sliding bolt)For shutter area above 0.50 sqm |
| 392 | Providing and fixing aluminium sliding door bolts ISI marked anodized (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 :300mm x 16mm |
| 393 | PVC Door |
| 394 | Providing and fixing hydraulic door closer ISI mark with necessary screw etc. completeISI designation no I (Size of door up to 700mm) |
| 395 | Providing and fixing mineral fibre false ceiling tiles at all heights of size 595X595mm of approved texture, design and pattern. The tiles should have Humidity Resistance (RH) of 99%, Light Reflection > 85%, Thermal Conductivity k = 0.052 - 0.057 w/m K, Fire Performance as per (BS 476 pt - 6 &7)in true horizontal level suspended on interlocking T-Grid of hot dipped all round galvanized iron section of 0.33 mm thick (galvanized @120 gsm) comprising of main T runners of 15x32 mm of length 3000 mm, cross T of size 15x32mm of length 1200 mm and secondary intermediate cross T of size 15x32 mm of length 600 mm to form grid module of size 600x600 mm suspended from ceiling using galvanized mild steel item (galvanised@80gsm) 50 mm long 8mm outer diameter M-6 dash fasteners, 6 mm diameter fully threaded hanger rod up to 1000 mm length and L-shape level adjuster of size 85x25x2 mm, spaced at 1200 mm centre to centre along main ‘T’. The system should rest on periphery walls /partitions with the help of GI perimeter wall angle of size24x24X3000 mm made of 0.40 mm thick sheet, to be fixed to the wall with help of plastic rawl plug at 450 mm centre to centre & 40 mm long dry wall S.S. screws. The exposed bottom portion of all T-sections used in false ceiling support system shall be pre-painted with polyester baked paint, for all heights. The work shall be carried out as per specifications, drawings and as per directions of the engineer-in-charge. |
| 396 | With 16 mm thick beveled tegular mineral fibre false ceiling tile (NRC 0.55 to 0.6) size 595x595 mm |
| 397 | Providing precast cement concrete Jali 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 6mm nominal size) reinforced with 1.6 mm dia mild steel wire including centring and shuttering, roughening cleaning, fixing and finishing in cement mortar 1:3 (1 cement: 3 fine sand) etc. complete excluding plastering of the jambs, sills and soffits. |
| 398 | Total Qty for all floor |
| 399 | Extra rate for First Floor |
| 400 | Extra rate for Second Floor |
| 401 | Providing and fixing tiled false ceiling of specified materials of size 595x595 mm ( GI Metal Ceiling Lay in plain Tegular edge Global white color tiles of size 595x595 mm, and 0.5 mm thick with 8 mm drop; made of G I sheet having galvanizing of 100 gms/sqm (both sides inclusive) and electro statically polyester powder coated of thickness 60 microns(minimum), including factory painted after bending.) in true horizontal level, suspended on inter locking metal grid of hot dipped galvanized steel sections ( galvanized @ 120 grams/ sqm, both side inclusive) consisting of main \\"T\\" runner with suitably spaced joints to get required length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced at 1200 mm center to center and cross \\"T\\" of size 24x25 mm made of 0.30 mm thick (minimum) sheet, 1200 mm long spaced between main \\"T\\" at 600 mm center to center to form a grid of 1200x600 mm and secondary cross \\"T\\" of length 600 mm and size 24x25 mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600 mm panel to form grids of 600x600 mm and wall angle of size 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid including, required cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main \\"T\\" runners to be suspended from ceiling using GI slotted cleats of size 27 x 37 x 25 x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm GI adjustable rods with galvanised butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200 mm center to center along main T, bottom exposed width of 24 mm of all Tsections shall be pre-painted with polyester paint, all complete for all heights as per specifications, drawings and as directed by Engineer-in-charge. |
| 402 | Providing and fixing stair case railing made out of M.S. Square bars 20x20m as vertical cost 0.70 metre high fixed with M.S. Base plate of 40mx40mmx6mm and flat iron 40mmx6mm as hand rail complete in all respects. |
| 403 | Providing & fixing 16 gauge stainless steel pipe railing of grade 304 duly fixed on steps with the help of bolts grouted on steps with hand rail and newel post of 50mm dia Stainless steel pipe, Balusters of 40mm dia Stainless steel pipe and guard 3 Nos of 15mm dia Stainless Steel pipe complete in all respect |
| 404 | Factory manufactured flush door fixed in position iron hinges, etc (excluding the cost of any fittings other than specified above but including labour for fixing the same in position (Code : II Revision IS-2191 Part-I) 1973,Commercial with elm or gurjan facing on both \ Sides with laminated core and lipped edges:-35mm thick |
| 405 | Cold twisted deformed (Ribbed/ Tor Steel Bar/TMT) Bars Fe 500 grade as per IS 1786-2008, for R.C.C works, where not including in the complete rate of RCC including bending and placing in position complete |
| 406 | Total all Floors |
| 407 | Extra rate for First Floor |
| 408 | Extra rate for Second Floor |
| 409 | Extra rate for Third Floor |
| 410 | Extra rate for using steel produced in integrated plant from original ores complete in all respect as per the directions of Engineer-in-charge. |
| 411 | Providing and applying plaster of paris (ISI marked such as JK, Kohinoor, Maharaja etc.) punning 6mm thickness over plastered surface to prepare the surface even and smooth complete in all respect as per the directions of Engineer-in-charge. |
| 412 | Preparation of plastered or concrete surface for painting (including sand papering the surface) using ready mixed cement based wall putty by applying two or more coats to get required finish |
| 413 | Applying priming coat with cement primer in all shade on newly plastered or concrete exterior surface |
| 414 | Wall painting with plastic emulsion paint of approved brand and manufacturer to give an even shade (two or more coats) |
| 415 | Applying priming coat with metal primer on new steel or iron work including preparation of surface. |
| 416 | Preparation of plywood surface for painting including sand papering the surface and applying filling with approved quality fillers consisting of white lead, linseed oil, Varnish, and Chalk Mitti including finishing the surface to required finish complete. |
| 417 | Applying pink primer or aluminum priming coat on wood work including preparation of surface knotting and stopping et |
| 418 | Painting two or more coats excluding priming coat with synthetic enamel paint in all shades on wood work, metallic or plastered, concrete surface to give an even shade. |
| 419 | Finishing walls with textured exterior paint of required shade with two or more coats applied @ 3.28 litre/10Sqm over and including base coat of water proofing Cement Paint applied @ 2.20 Kg/10 Sqm |
| 420 | Finishing walls with acrylic smooth exterior paint of required shade with two or more coats applied @ 1.67 litre/10Sqm over and including base coat of water proofing Cement Paint applied @ 2.20 Kg/10 Sqm |
| 421 | Providing and Fixing of Copper Sheet 16 Gauge 350mm wide on expansion joint including covering with C. Concrete complete in all respect as per specifications. |
| 422 | Providing and fixing covering 200mm wide Aluminium Sheet 14 Gauge with gatties and screw on vertical expansion joints one side fixed and one side fixed with slotted holes to allow movement complete in all respect as per specifications and to the entire satisfaction of engineer- in- charge. |
| 423 | Construction of Plinth protection complete as per drawing. |
| 424 | Earth work in excavation in foundations, trenches etc. in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm. layers with compaction including disposal of all surplus soil as directed within a lead of 30 metres. |
| 425 | Cement Concrete 1:8:16 with 40mm guage stone aggregate using concrete mixing volumetric type |
| 426 | First class burnt brick work laid in cement sand mortar 1:5 in foundation and plinth. |
| 427 | Base course of floor consisting of 100mm thick cement concrete 1:8:16 with stone aggregate 40mm guage and 100mm fine sand filling using mechanical mixer for mixing of material |
| 428 | Conglomerate floor 50mm thick cement concrete topping 1:2:4 (Using mechanical mixer for mixing of material). |
| 429 | 12.5 mm thick cement plaster 1:5 complete in all respect as per specifcation, drawing and to the entire satisfication of Engineer-In-Charge. |
| 430 | Providing Information, Safety Sinage & Emergency Exit for Person with Disability |
| 431 | Providing & fixing of Informatory sign board single legged double sided Size 600x600mm non glared with retro reflective high intensity Microprismatic grade sheeting type-iv as per ASTM D4956-09 fixed over 4mm thick ACP sheeting having aluminium skin thickness of 0.25 to 0.3 mm on both sided and fixing the same with suitable epoxy base adhesive on back support frame of M.S hollow section 60x40x3.2 mm supported on a square M.S hollow steel section post 60x60x3.2mm conforming to IS code firmly fixed to ground in foundation concrete M-20 of size 0.45 x 0.45 x 0.60 M for vertical post complete in all respects, as per specification & as desired by Engineer-in-Charge (Confirming to Harmonised guidelines & standards for Universal accessiblity in India-2021 issued by Ministry of Housing and Urban Affairs Government of India) |
| 432 | Providing & fixing of Informatory sign board double sided hanging from ceiling Size 1371 x 952mm non glared with retro reflective high intensity Microprismatic grade sheeting type-iv as per ASTM D4956-09 fixed over 4mm thick ACP sheeting having aluminium skin thickness of 0.25 to 0.3 mm on both sided and fixing the same with suitable epoxy base adhesive on back support frame of 40x20x3.2 Stainless Steel supported on a square M.S hollow steel section post 40x40x3.2mm conforming to IS code firmly hanged from ceiling/beam by fixing with expandable fastners complete in all respects, as per specification & as desired by Engineer-in-Charge (Confirming to Harmonised guidelines & standards for Universal accessiblity in India-2021 issued by Ministry of Housing and Urban Affairs Government of India) |
| 433 | Providing & fixing of Informatory sign board double sided hanging from ceiling Size 1371 x 634mm non glared with retro reflective high intensity Microprismatic grade sheeting type-iv as per ASTM D4956-09 fixed over 4mm thick ACP sheeting having aluminium skin thickness of 0.25 to 0.3 mm on both sided and fixing the same with suitable epoxy base adhesive on back support frame of 40x20x3.2 Stainless Steel supported on a square M.S hollow steel section post 40x40x3.2mm conforming to IS code firmly hanged from ceiling/beam by fixing with expandable fastners complete in all respects, as per specification & as desired by Engineer-in-Charge (Confirming to Harmonised guidelines & standards for Universal accessiblity in India-2021 issued by Ministry of Housing and Urban Affairs Government of India) |
| 434 | Providing & fixing of Single Side Signage with provision of Multilingual text integral with minimum 3.8mm thick blue/white or combine Acrylic base plate with upper case san serif words made of white acrylic non glare cut out letter of height not less than 20mm, raised above base plate by not less than 0.8mm and the equivalent workd/s written in Multilanguage i.e Regional, devnagri, English language as required with same specifications with Grade 1 Braille to be integral with the sign face and should be raised not less than 0.5mm above Acrylic base Plate complete in all respects, as per specification & as desired by Engineer-in-Charge (Confirming to Harmonised guidelines & standards for Universal accessiblity in India-2021 issued by Ministry of Housing and Urban Affairs Government of India) |
| 435 | Providing & fixing of 50 mm wide antiskid tape made of slip resistant material colour contrast, edge strip/tape 25mm to 50mm width self adhesive to be fixed on front edge of Stair treads to help people with visual disabliity and elderly even in dim light conditions & reduce the risk of slipping Make 3M or equivalent brand complete in all respects, as per specification & as desired by Engineer-in-Charge (Confirming to Harmonised guidelines & standards for Universal accessiblity in India-2021 issued by Ministry of Housing and Urban Affairs Government of India) |
| 436 | Providing & fixing of 50mm wide high intensitiy reflective, conspicuity tape colour contrast, self adhesive to be fixed on tread of stair case to help people with visual disabliity and elderly even in dim light conditions & reduce the risk of slipping Make 3M or equivalent brand complete in all respects, as per specification & as desired by Engineer-in-Charge (Confirming to Harmonised guidelines & standards for Universal accessiblity in India-2021 issued by Ministry of Housing and Urban Affairs Government of India) |
| 437 | Providing & fixing of Braille labels made of Stainless Steel (Grade-304) Size 170mm x 30mm x 4mm having Braille Dots raised 0.5mm above base plate complete in all respects, as per specification & as desired by Engineer-in-Charge (Confirming to Harmonised guidelines & standards for Universal accessiblity in India-2021 issued by Ministry of Housing and Urban Affairs Government of India) |
| 438 | Providing & fixing of Single sided Tactile Map consisting of visual information and acoustic information including Emergency Evacuation Layout with Provision of Multilingual text integral with minimum3.8mm thick blue/white or Combine Acrylic base plate with upper case san serif workds made of white acrylic non glare cut our letters of height not less than 0.8mm and the equivalent work/s writtenin Multilanguage i.e Regional, devnagri, English language as required with same specification with Grade 1 Braille to be integral with the sign face and should be raised not less than 0.5mm above Acrylic base Plate complete in all respects, as per specification & as desired by Engineer-in-Charge (Confirming to Harmonised guidelines & standards for Universal accessiblity in India-2021 issued by Ministry of Housing and Urban Affairs Government of India) |
| 439 | Special repair of Ground Floor & First Floor JCC Block & Residences |
| 440 | Removing Doors and Windows (Steel or wood) with chowkhats by making recesses in walls when the wall is not to be dismantled. |
| 441 | Doors of area 3 sqm and below. |
| 442 | Windows of area 3 sqm and below |
| 443 | Scraping White wash and colour wash |
| 444 | Scraping Cement plaster |
| 445 | 12.5mm thick cement plaster 1:5. |
| 446 | Extra rate for First Floor |
| 447 | Providing and fixing facing extruded clay Tile (Glass Reinforced Clay Tiles (GRC)) any size any shade & design on wall with under layer of 12 mm thick cement plaster 1:3 and jointed with neat cement matched with pigment complete as per drawings,specifications and to the entire satisfaction of engineer- in- charge. |
| 448 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes (working pressure 4 kgf / cm²) conforming to IS : 4985, including fixing with MS Clamp |
| 449 | U-PVC pipes (working pressure 4 kg / sqcm) pipe 160 mm dia. |
| 450 | Providing and fixing U.P.V.C bend for Rain water pipe as per IS:14735 including jointing complete as per specifications and to the entire satisfaction of Engineer- in- charge. |
| 451 | UPVC 160 mm bend |
| 452 | Providing and fixing SWR U.P.V.C Coupling/Sockete for Rain water pipe as per IS:14735 including jointing complete as per specifications and to the entire satisfaction of Engineer- in- charge. |
| 453 | UPVC 160 mm Coupling /Sockets |
| 454 | Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate z sections and other sections conforming to Is: 733 and IS : 1285 of Jindal, Hindalco, Mahavir or equivalent make approved by Engineer in Charge , fixed with rawl plugs and screws or with fixing clips, or with expansion hold fasteners including necessary filling up of gaps at junctions, at top, bottom and sides with required PVC Plug/neoprene felt etc. Aluminium sections shall be smooth, rust free, straight, mitered and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing/paneling, C.P.brass/stainless steel screws, all complete as per architectural drawings and the directions of Engineer-In-Charge. (Glazing and paneling to be paid for separately) : |
| 455 | For fixed portion & Chaukhat |
| 456 | For shutters of doors, windows & ventilators including providing and fixing hinges/pivots and labour for fixing of fittings wherever required including the cost of PVC Plug / neoprene gasket required |
| 457 | Providing & fixing ACP Sheets of various thickness High Class ISI marked complete in all respect as per the directions of Engineer-in-charge.4mm thick ACP Sheet |
| 458 | Factory manufactured flush door fixed in position iron hinges, etc (excluding the cost of any fittings other than specified above but including labour for fixing the same in position (Code : II Revision IS-2191 Part-I) 1973,Commercial with elm or gurjan facing on both \ Sides with laminated core and lipped edges:-35mm thick |
| 459 | Cost of Aluminium fittings complete for doors, windows such as tower bolts, handless and screw etc. for these fittings (Excluding sliding bolt)For shutter area above 0.50 sqm |
| 460 | Providing and fixing aluminium sliding door bolts ISI marked anodized (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 : |
| 461 | Providing and fixing hydraulic door closer ISI mark with necessary screw etc. completeI.S.I Designation No. 1 (size of door up to 700mm) |
| 462 | Providing Polyster Powder coating 50 micron any coloured specrified to aluminium section of various sizes including carrriage of material from marktet to workshop |
| 463 | Providing & Fixing PVC panneling tounged and grooved having 'U' for bottom, 'L'for vertical sides ,PVC designed moulding on Top fixing by means of PVC gatties and screws as per shade approved by the engineer-in-charge complete as per drawing. |
| 464 | Providing and fixing mineral fibre false ceiling tiles at all heights of size 595X595mm of approved texture, design and pattern. The tiles should have Humidity Resistance (RH) of 99%, Light Reflection > 85%, Thermal Conductivity k = 0.052 - 0.057 w/m K, Fire Performance as per (BS 476 pt - 6 &7)in true horizontal level suspended on interlocking T-Grid of hot dipped all round galvanized iron section of 0.33 mm thick (galvanized @120 gsm) comprising of main T runners of 15x32 mm of length 3000 mm, cross T of size 15x32mm of length 1200 mm and secondary intermediate cross T of size 15x32 mm of length 600 mm to form grid module of size 600x600 mm suspended from ceiling using galvanized mild steel item (galvanised@80gsm) 50 mm long 8mm outer diameter M-6 dash fasteners, 6 mm diameter fully threaded hanger rod up to 1000 mm length and L-shape level adjuster of size 85x25x2 mm, spaced at 1200 mm centre to centre along main ‘T’. The system should rest on periphery walls /partitions with the help of GI perimeter wall angle of size24x24X3000 mm made of 0.40 mm thick sheet, to be fixed to the wall with help of plastic rawl plug at 450 mm centre to centre & 40 mm long dry wall S.S. screws. The exposed bottom portion of all T-sections used in false ceiling support system shall be pre-painted with polyester baked paint, for all heights. The work shall be carried out as per specifications, drawings and as per directions of the engineer-in-charge. |
| 465 | With 16 mm thick beveled tegular mineral fibre false ceiling tile (NRC 0.55 to 0.6) size 595x595 mm |
| 466 | Supplying Pressed steel sheet frames (chowkhat) consisting of 18gauge (1.25 mm thick steel sheet of the specified section, including iron lugs (hold fast) iron hinges conforming to PWD specification including bolts for fixing stops lock notch provision for receiving tower bolts and finished with 1 primer coat approved quality, fixed in position excluding the cost of cement concrete 1:3:6 for fillings in the frame and cement concrete 1:2:4 for lugs complete |
| 467 | Doors and windows frame of size 113mm x 60mm with 35 mm wide single rebate weighing 3.38 kg per meter. |
| 468 | Doors and windows frame of size 151mm x 60mm with 35 mm wide double rebate weighing 3.95 kg per meter. |
| 469 | Providing & fixing of Box type steel windows, made of various ERW section outer 60mm x 25mm, central mullion 60mm x 25mm, for shutter 50mm x 20mm having thickness of 1.25mm (18 gauge), shash bar MS Tee 25mm x 3mm where required joints mitred and electrically flash-welded, with iron fittings incluidng necessary iron handles,hinged cleat, tower bolts, iron hold fast and pintle hinges complete (excluding glazing and wire guage) and finished with ready mixed paint red lead non setting primer complete as per specification, Drawings and to the entire satisfaction of engineer-in-charge. (Note:- Glazing, wire guage and grill will be paid as per respective items) |
| 470 | Wire gauge fixed on steel windows of standard rolled steel section, with 3mm thick flat iron cover moulding of 12.5mm width, fixed with machine screws, complete in all respects. |
| 471 | Supplying and fixing glass panes with glazing clips and special metal sash putty of approved make. Glass panes 4mm or 10.75 kg / sqmexceeding 0.4 sqm of area |
| 472 | Extra for providing & fixing Steel Tube beading size 12mm x 12mm, 18 guage of approved shape and section with screw for fixing of glass panes in stead of glazing clips and metal slash putty in steel doors, windows & Ventilators complete in all respect |
| 473 | Wrought iron and mild steel ladders, framed grills, grating etc. with ends of bars, riveted or welded or forged, framed window guards, barred iron doors, stair case, iron railing including cost of bolts and nuts or screws or welding rod, complete fixed in position. |
| 474 | Preparation of plastered or concrete surface for painting (including sand papering the surface) using ready mixed cement based wall putty by applying two or more coats to get required finish |
| 475 | Distempering with Acrylic washable oil bound distemper (of approved manufacture) two or more coats on old distempered work when shade is changed |
| 476 | Applying priming coat with metal primer on new steel or iron work including preparation of surface. |
| 477 | Applying pink primer or aluminum priming coat on wood work including preparation of surface knotting and stopping et |
| 478 | Painting two or more coats with synthetic enamel paints in all shades on old wood work or metallic or plastered or concrete surface to give an even shade including rubbing down old paint. |
| 479 | Finishing walls with acrylic smooth exterior paint of required shade with two or more coats applied @ 1.67 litre/10Sqm over and including base coat of water proofing Cement Paint applied @ 2.20 Kg/10 Sqm |
| 480 | Outer infrastructure |
| 481 | Construction of Boundary wall & Gate between office area and residential area including providing MS Grill over Existing Boundary walls |
| 482 | Earth work in excavation in foundations, trenches etc. in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm. layers with compaction including disposal of all surplus soil as directed within a lead of 30 metres. |
| 483 | Cement concrete 1:5:10 with 40 mm gauge stone ballast. using concrete mixing volumetric type |
| 484 | First class burnt brick work laid in cement sand mortar 1:5 in foundation and plinth complete in all respect as per specifcation, drawing and to the entire satisfication of Engineer-In-Charge. |
| 485 | Reinforced cement concrete M-20 mechanicaly batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth. |
| 486 | Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) |
| 487 | Reinforced cement concrete M-25 mechanicaly batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in supersturcture. |
| 488 | Centring and shuttering for Columns ( Square or Rectangular or ply gonal in plain) |
| 489 | Centring and shuttering for sides and soffits of beam, beams launchings girders bressumers, lintels |
| 490 | Cold twisted deformed (Ribbed/ Tor Steel Bar/TMT) Bars Fe 500 grade as per IS 1786-2008, for R.C.C works, where not including in the complete rate of RCC including bending and placing in position complete |
| 491 | Providing and laying in super structure for first storey factory made with vibro-hydraulic compaction machine precast Hollow block of cement concrete setting in position with cement mortar 1:3 (1 cement:3 course sand ) including cost of hosting, centering and shuttering complete as per IS:2185 (Part-1): 2005. |
| 492 | 12.5 mm thick cement plaster 1:4. |
| 493 | Cement Concrete 1:2:4 with stone ballast or shingle.using concrete mixing volumetric type |
| 494 | Centring and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc. |
| 495 | Cutting holes upto 23cm square through B.B. in cement walls or stone masonary wall in cement for pipes, and making good the same & finishing according to existing finish where required. |
| 496 | Through wall 22.86 cm thick |
| 497 | Wrought iron and mild steel ladders, framed grills, grating etc. with ends of bars, riveted or welded or forged, framed window guards, barred iron doors, stair case, iron railing including cost of bolts and nuts or screws or welding rod, complete fixed in position. |
| 498 | Iron grated doors, including pintle hinges and arrangements. |
| 499 | Finishing walls with Premium Acrylic smooth exterior paint with silicon additives of required shade with two or more coats applied @ 1.43litre/10 Sqm over and including base coat of water proofing Cement Paint applied @ 2.20 Kg/10 Sqm |
| 500 | Applying priming coat with metal primer on new steel or iron work including preparation of surface. |
| 501 | Painting two or more coats excluding priming coat with synthetic enamel paint in all shades on wood work, metallic or plastered, concrete surface to give an even shade. |
| 502 | Construction of Internal Drive way / Pavements , Footpath Raised Pavement |
| 503 | Construction of embankment with good quality earth obtained from borrow pits including compensation of earth, loading, unloading, carriage to site of work, spreading, grading to required slope and compacting to meet requirement of table 300-2 as per technical clause 305 of MORT&H specifications. |
| 504 | Granular Sub Base Grade IConstruction of granular sub-base by providing material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per MORD technical specifications |
| 505 | Wet Mix MacadamProviding, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density complete as per technical clause 406 of MORT&H specifications |
| 506 | Construction of unreinforced plain cement concrete pavement in M-30 mix design over a prepared sub base with OPC 43 grade conforming to IS:383 mixed with concrete mixer using batch type concrete mixer as per IS:1791, laid in position, compacted with needle vibrator, screed vibrator and plate vibrator, dewatering of free water with vaccum pump, finishing the surface with power floater, finishing to required lines and grades as per drawings and technical clause 1501 of MORD specifications |
| 507 | Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M-35 grade machine made rubber moulded smooth finish with strong vibratory process or with vibro- hydraulic compaction machine and of approved size and design / shape laid in Ordinary Grey and pattern over and including 40 mm thick compacted bed of coarse sand, filling the joints with fine sand etc, all complete as per directions of Engineer-in-Charge.IS COde : 15658 (2006) |
| 508 | Extra Cost for using darker fast shade for interlocking pavers Tiles of any shape & thickness instead of grey colours. |
| 509 | Footpath/Safety Kerb along boundary walls |
| 510 | Precast Cement Concrete KerbProviding and laying factory made rubber moulded smooth finish cement concrete Kerb M-20 grade 250mm high with bottom width 165mm and top width 115mm made over strong vibratory table and fixing with cement mortar 1:2 as per MORT&H specifications |
| 511 | Earth work in exavation in foundations, trenches, etc. in all kinds of soil where pick jumper work is not involved and not exeeding 2.0 Mtr. depth and subsequent filling around masonary in 15 cm layers with compaction including disposal of all surplus soil as directed within a lead of 30 Mtr. complete in all respect as per specifcation, drawing and to the entire satisfication of Engineer-In-Charge. |
| 512 | Cement Concrete 1:8:16 with 40mm guage stone aggregate using concrete mixing volumetric type |
| 513 | First class burnt brick work laid in cement sand mortar 1:5 in foundation and plinth. |
| 514 | Wet Mix MacadamProviding, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density complete as per technical clause 406 of MORT&H specifications |
| 515 | Providing and Laying Out Door Precast Designer chequered tiles of any size & any shape 25mm thickness having top layer of white cement mixed with pigment, laid on 20mm thick bed of ordinary cement mortar 1:3(1 ordinary cement :3 fine sand), joints grouted with white cement slurry containing pigment to match the shade complete in all respect as per specifications and to the entire satisfaction of engineer- in- charge. |
| 516 | Applying priming coat with cement primer in all shade on newly plastered or concrete exterior surface |
| 517 | Painting two or more coats excluding priming coat with synthetic enamel paint in all shades on wood work, metallic or plastered, concrete surface to give an even shade. |
| 518 | Providing & Installation of Furniture & Furnishing. |
| 519 | Supply & Installation of SEAT/BACK ASSEMBLY: The Cushioned seat assembly consshould be ts of seat outer (material-30% Glass Fiber Nylon)& upholstered Seat inner (material- Poly Propylene) with moulded Polyurethane foam & polyster fabric. The Net Back should be made up of Back outer (material-Glass Fiber Filled Nylon)& Back inner (material- PP) and upholstered using Polyester Mesh fabric with high tenacity yarn.Full Back Size: 46.5 cm. (W) x 60.0 cm. (H)Seat Size : 51.0 cm. (W) x 49.0 cm. (D)HIGH RESILIENCE (HR) POLYURETHANE FOAM: The HR Polyurethane foam should be moulded with density = 45 +/- 2 kg/m³ and Hardness load 12 +/- 2 kgf for 25% compression. BACK SPINE: The support spine should be made up of High Pressure Die cast polished hed Aluminum. ARMRESTS : The armrest should be having two adjustment, Height (6.0±0.5cm) and Depth (6.0±0.5cm). Height adjustment should be provided in Aluminum structure of armrest which should be connected to Aluminum Back spine and should be operated by button. The depth adjustment should be provided in pad which should be fixed to armrest structure. Armrest Top should be made up of PU molded over plastic inner.ACTIVE BIO-SYNCHRO mechanism: The adjustable tilting mechanism should be designed with the following features:• 360° revolving type• Front-pivot for tilt with feet resting on ground & continuous lumber support ensuring more comfort• Tilt tension adjustment can be operated in seating position• 5 position Tilt limiter giving option of variable tilt angle to the chair• Seat / back tilting ratio of 1:2• The mechanism housing should be made up of HPDC Aluminum & black powder coated (DFT 40 to 60 micron)SEAT DEPTH ADJUSTMENT: Seat depth adjustment should be integrated in the seat through a sliding mechanism. Seat depth adjustment range should be of 3.75±0.1 cmLUMBAR SUPPORT ASSEMBLY: The Lumbar support assembly should consist of lumbar spine (material-Glass Fiber Filled Nylon) which should be fixed to Aluminum Back spine. The Lumbar pad (material- Poly Propylene) should be fixed to lumbar spine through lumbar Pad support. Lumbar Support Assembly has height adjustment of 5.0±0.5cm.PNEUMATIC HEIGHT ADJUSTMENT: The pneumatic height adjustment has an adjustment stroke of 10.0 ± 0.3cm.PEDESTAL ASSEMBLY WITH CASTORS:The pedestal should be High Pressure Die cast polished Aluminum and fitted with 5 nos. twin wheel castors. The pedestal should be 65.0 ± 0.5cm. pitch-center dia.(75.0 ± 1.0cm. With castors.)Headrest :The neckrest assembly consshould be ts of upholstered Neckrest inner(material-PolyPropy |
| 520 | Supply & Installation of Table top size 2350x2350x750mm Primary Work Surface Made of 25mm thick MDF one side pre-laminate board confirming to IS-14587:1998 with 0.4mm PVC membrane pressed on to top Soft closing access flap with in-build power box are provided on work surface for wire management. Secondary Work Surface Made of 25mm thick MDF one side pre-laminate board confirming to IS-14587:1998 with 0.4mm PVC membrane pressed on to top. Modesty Panel Made of 25mm thick MDF one side pre-laminate board confirming to IS-14587:1998 with 0.4mm PVC membrane pressed on to top. Under structure Made of 25mm Thick Pre-laminated twin board of E1-P2 grade and approved shade confirming to IS-12823:1990, Edge banded with matching 2 mm thick PVC lipping.Integrated Pedestal Made of 25mm Thick Pre-laminated twin board of E1-P2 grade and approved shade. confirming to IS-12823:1990, Edge banded with matching 2 mm thick PVC lipping.Drawer fronts made of 25mm thick MDF one side pre-laminate board confirming toIS-14587:1998 with 0.4mm PVC membrane pressed on to topPedestal construction is BOX-BOX-FILE type which Uses powder coated 400 MM long metalPanel Drawer Slides. Drawer extension is 325 MM.Drawers have a soft closing & anti slam mechanism.Handles are provided for ease of opening.Pedestals are provided with lock for security.This Product should be Certified by CII GREENPRO,UL GREENGUARD ,SCS INDOOR ADVANTAGE GOLD. |
| 521 | High Back ChairThe Overall size of Chair shall be : Width 600+/-5mm, depth 640+/-5mm. Total height 1170 to 1270 +/-5mm, Back Width 425 mm at Top and Bottom, Seat Width 500+/-5mm, Seat Depth 470+/-5 mm and Seat height 470mm to 570 mm +/-5mm range. Seat made up of foam pre moulded at 55 kg/m3 density. hardness of 25+ 3kgf at 50% deflection conforming of IS 3400. Seat shall be uplhostered with micro fabric 100% polyster 180 GSM abrasion>50000 cycles. Fire rated fabric confirming to BS EN 1021 (match) should be used. The chair shall be supplied with Mesh Back rest. The back frame shall be made up of injection molded PPGF 20%. PU Adjustable Lumbar Support full length of size 365 mm, 110 mm height and 25 mm thickness. The Chair should be provided with Self Calibrating Multilock Mechanism that should adjust the tension of the back sensing weight of the user. The mechanism shall allow 360 degree revolving feature along with height adjustablility. One way Adjustable Arms (Height) to be provided with height adjustment button of size 73mm X 18 mm made of Delrin P 500. The mechansim shall possess seat to back recline ration of 3:7. The Gas Lift used shall be class 4 tested as per ANSI BIFMA standards. Nylin base shall be provided. Twin castors 50 mm dia with PA 6. |
| 522 | Supply and Installation of Enterprise 1500 Table with CPU Hanger size shall be 1500 Width mm x 750 Depth mm x 728 Height mm . Top shall be 18 mm thick Pre laminated particle board all work surface edges shall be having duly sealed with 2 mm thick PVC edgebanding. Understructure Modesty Panel 18 mm thick Pre laminated particle board . The Rectangular frame shall be fabricated component in 1.2 mm thick CRCA , Finish : powder Coat( epoxy polyster) . Leg shall be fabricated component in 38 mm x 25 mm 1.2 mm thick MS ERW ATube ,finish powder coat ( epoxy polyster).The plastic cap for cable travel shall be injection moulded polypropylene and leveler glide for shall be nylon 6 & MS bolt. The storage shall be having shell and drawer tray 0.6 mm thick CRCA Finish powder coat (epoxy polyster) plus the drawer front shall be 0.8 mm thick CRCA Finish powder coat (epoxy polyster) plus lock with 10 lever and handle and leveller. The wire management shall be horizontal wire carrier 0.7 mm thick CRCA Finish powder coat (epoxy polyster) and vertical wire carrier 0.8 mm thick CRCA Finish powder coat (epoxy polyster) . |
| 523 | Supplying and Installation of Mid Back Chair. SEAT ASSEMBLY: The seat assembly should be made up of 1.2 ±0.1cm. thick hot-pressedplywood , upholstered with fabric upholstery covers and moulded Polyurethane foam.SEAT SIZE: 47.0 cm. (W) x 48.0 cm. (D).BACK ASSEMBLY: The back asembly. should be made of powder coated (OFT 40-60 microns) tubular frame of 0 2.54 ±0.03cm. x 0.2 ±0.016cm.thk. MS ERW tube designed with contoured lumbar support for extra comfort. The back should be upholstered using double layer spacer mesh fabric with high tenacity yarn. BACK SIZE : 46.5 cm (W) x 60.5 cm (H).HIGH RESILIENCE (HR) POLYURETHANE FOAM: The HR polyurethane foam should be moulded with density =45+/-2 kg/m3 and hardness load 16 ± 2 kgf for 25% compression.ARMRESTS: The one-piece armrests should be injection moulded from black Co-polymer Polypropylene. CENTRE-TILT mechanism: The mechashould be m should be designed with the following features:• 360° revolving type.• 17° ±2° maximum tilt on pivot at centre • Upright position locking. • Tilt tension adjustment. .PNEUMATIC HEIGHT ADJUSTMENT: The pneumatic height adjustment has an adjustment stroke of 11.0 ±0.3cm.TELESCOPIC BELLOW ASSY: The bellow should be 3 piece telescopic type and injection moulded in Black Polypropylene.PEDESTAL ASSEMBLY: The pedestal should be injection moulded in black 33% glass-filled Nylon66 and fitted with 5 nos. twin wheel castors. The pedestal should be 66.3 ±0.5cm. pitch-center dia. (76.3 ±1.0cm with castors.)TWIN WHEEL CASTORS: The twin wheel castors should be injection moulded in black nylon.Overall Dimensions of ChairSeat Height - min 43.3 to max 54.3cm.Height - min 89.5 to max 100.5cm.Width & Depth of Chair as measured from pedestal - Width-76.3 cm and Depth-76.3 cm.This Product should be Certified by CII GREENPRO ,SCS INDOOR ADVANTAGE GOLD. |
| 524 | Supplying & Placing executive table in completely knock down conditions with an overall size 1200mm X 600mm X 750mm that is to be assembled at site. The construction of the main table shall be free standing structure constructed with the help of minifix dowels and pins. The table top shall be made up of 25mm thick particle board with approved laminate and finish as per approved shade. The profile shall be in rectangle shape with front and back full round post form and other edges shall be sealed with 2mm thick thin strip of impermeable PVC that is cut to fit the size of board panel and duly pasted with the assistance of edge banding machine at 200 degree Celsius. A pullout keyboard trey shall be provided of 18mm thick Pre-laminated particle board having size 550mm X 280mm. The trey shall be operated on keyboard channel. The top shall be supported over particle board base gable end. The end wall of the table on the side shall be topped by gable end. It should be made up of 25mm thick particle board and profile shall be in linear shape with front and back full round post form and other edge with appropriate PVC edge banding. The table shall be clad with 18mm thick modesty panel which provide structural support for the table. It shall be 18mm thick particle board with appropriate PVC edge banding connected with both end. There shall be buffers provided at the base to avoid scratches on the floor. Mobile pedestal shall be provided with an overall size 400mm X 450mm X 650mm. The pedestal shall be made up of Pre-laminated particle board of grade II of IS 12823. Pedestal side, back, top, facia shall be 18mm thick and drawer base shall be 9mm thick. The pedestal shall have 3 nos. of drawer i.e. 2 box drawer and 1 filing drawer. The drawer shall be operated with handle and easily close & open with the assistance of roller channel and ball bearing channel to enable smooth operation. The drawer shall have central locking mechanism in which all the drawer shall be synchronized locked with one single key. The pedestal shall be mounted over 50mm injection moulded nylon castor. A movable type CPU unit shall be provided with an overall size 468mm X 284mm. The CPU unit shall be made up of 18mm thick Pre-laminated particle board and mounted on nylon castors.The board used should meet International Standard of quality, Indian standard IS 12823 grade II should meet long time load bending, screw-withdrawal strength, modulus of rupture and modulus of elasticity bending tested as per IS 2380. |
| 525 | Providing, supplying and placing of Visitor Chair. SEAT ASSEMBLY: The seat assembly should be made up of 1.2 ±0.1cm. thick hot-pressed plywood , upholstered with fabric upholstery covers and moulded Polyurethane foam.SEAT SIZE: 47.0 cm. (W) x 48.0 cm. (D)BACK ASSEMBLY: The back asembly. should be made of powder coated (OFT 40-60 microns) tubular frame of 0 2.54 ±0.03cm. x 0.2 ±0.016cm.thk. MS ERW tube designed with contoured lumbar support for extra comfort. The back should be upholstered using double layer spacer mesh fabric with high tenacity yarn.BACK SIZE : 46.5 cm. (W) x 60.5cm. (H)HIGH RESILIENCE (HR) POLYURETHANE FOAM: The HR polyurethane foam should be moulded with density =45+/-2 kg/m3 and hardness load 16 ± 2 kgf for 25% compression.ARMRESTS: The one-piece armrests should be injection moulded from black Co-polymer Polypropylene. .TUBULAR FRAME: The powder coated (DFT 40-60.microns) tubular frame should be cantilever type & made of Ø2.54 ±0.03cm. x 0.2 ±0.016cm thick M.S.E.R.W. Tube. Overall Dimensions of ChairSeat Height - 46.5cm.Height - 93.5cm.Width & Depth of Chair as measured from pedestal - Width-61.0 cm and Depth-64.5 cm. This Product should be Certified by CII GREENPRO ,SCS INDOOR ADVANTAGE GOLD. |
| 526 | Supplying & Placing three seater bench. The seat and back shall be made up of high quality cold rolled MS perforated sheet of 1.2mm thick, pressed and welded to form the shape. The seat and back electrostatically coated with epoxy powder and then cured under heat to allow it to form a skin. The armrest shall be made up of mild steel powder coated tube with 1.2mm thick. The base structure shall be supported by MS powder coated with 40-60µ (DFT). The OEM should have the quality certifications like Green Guard by UL, AIOTA, BIFMA mebership, 9001:2008, ISO 14001:2004 and ISO 18001:2007 issued by NABCB accreted Labs. There shall be PPCP shoe provided at the base to avoid scratches on the floor. The seat size shall be 440±10 mm(D) X 405±10 mm(H) from ground. Overall height shall be = 775±10 mm, overall depth = 710±10 mm & overall width = 1765±10 mm. |
| 527 | Providing, supplying and placing steel almirah in perfectly upright and straight position. The overall size of the Almirah shall be 915mm (W) X 485mm (D) X 1980mm (H) including legs. It should be supplied with 4 nos. of adjustable shelves i.e. 5 loading compartments. Door shall be made of 1mm thick and all other components shall be made of 0.8mm thick high yield strength CRCA sheet of grade ‘D’ confirming to IS: 513. Stiffeners shall be provided in shelf & door. The steel hinged door shall be provided with locking mechanism which is assembled with bolt arrangement. The shelves shall have folded constructions which have intrinsic rigidity and high load carrying capacity. Uniformly distributed load capacity per each shelf shall be 40kg maximum. The complete steel structure shall be constructed by welding and provide finishing with epoxy polyester powder coated to be thickness 50-60µ. |
| 528 | Providing and supplying centre table with an overall size 600mm X 600mm X 450mm. The top shall be made up of 18mm thick particle board. The edges shall be cladded by 1.2mm thick extruded aluminium section all around the top. The understructure shall consist of 4 nos. of legs made up of extruded aluminium section. |
| 529 | Providing and supplying chair with ergonomic design for user comfort. The seat shall be made of 9mm thick hot pressed plywood upholstered with high resilience polyurethane foam 25mm thick having density 40kg/m³ with leatherite tapestry 0.8mm thick and 535 GSM and the back shall be made of double layered moulded hot pressed plywood (6+9)mm thick upholstered with high resiliencepolyurethane foam 19mm thick having density 23kg/m³ with leatherite tapestry 0.8mm thick and 300 GSM. The seat and back shall be arrested together with MS/CRCA pipe frame and the armrest shall be used polypropylene arm mounted on pipe frame completely joint with seat and back. The frame structure shall be supported by four legs made up of MS/CRCA chrome plated round pipe of Dia.25.4mm with 1.6mm thick. There shall be co-polymer polypropylene shoe provided at the base to avoid scratches on the floor. The seat size shall be 450±10 mm(D) X 440±10 mm(W) and back size shall be 415±10 mm(W) X 405±10 mm(H) from seat. Overall height shall be = 835±10 mm. (For Peon) |
| 530 | Supplying and Installation of the Main table shall be of size 1800 Width mm x 900 mm Depth x 750 mm height with side table 1200x445x660mm. Top surface of the table shall made up of MDF (Medium density fibre ) board duly finished with Veneer and final coating of PU. The Main desk should contain in built key board pull out tray for keeping keyboard of computer. The front modesty panel of the table shall be made up of MDF board of size 1640 mm x 600 mm x 16mm which shall also be duly finished with Veener and PU coating. For personal storage one mobile pedestal (3 drawer unit) shall be provided of size 510 mm Width x 635 mm Height and 445 mm Depth. The storage pedestal shall also be made up of MDF duly finished with veener & final coating of PU. The Side shall be of size 1200mm Width x 445mm Depth x 660 mm Height. The side unit shall be made up of MDF board duly finshed with Veneer and final finish by PU Coating. The design of the side unit shall be such that it can be placed on either side of the main table. The side unit shall contain open space for keeping cpu in extreme right side, one closed storage shutter at extreme left end & open space in the middle with one shelf for keeping files. The thickness of the top of the side unit shall be 25mm. |
| 531 | Supplying & Intallation of 2 str-width-132cm X depth- 88cm X height-91cm X seat height-45cm3 str-width-181cm X depth- 88cm X height-91cm X seat height-45cmFRAME MATERIAL (TROPICAL WOOD / PINE WOOD/ RUBBER WOOD): Pine WoodMoisture Content ( Recommended 12 – 18 %) : 12%Anti – Tremite Treatment (Recommended Borex Powder Treatment) : Treated Wood.Leg Material-* Fixing of Leg : (Self Tapping Screw / Insert with metric threading) :- Self Taping Screw.* Material of leg : (Plastic / Insert Moulding / Wooden/ MS + Chrome Plating / SS) :- WOODEN LEG.* Bush for Leg bottom : (PVC bush / Felt Pad) :- PVC Bush |
| 532 | Supplying and Installation of Center table of Dimensions W x H x D (cm)-120 x 45 x 60Material : 18 mm thk prelaminated particle boardShade : Remini WalnutConstruction : Knock downFinish :1) MIP lamination in Remini Walnut shade withmatching lipping in Matt finish2) MIP lamination in Remini Black ink shade withmatching lipping in Matt finish |
| 533 | Providing and supplying metal book case with an overall size 915 mm (W) X 320 mm (D) X 1750mm (H). The book case shall be supplied with 4 nos. of individual compartments. Top, back & side panels shall be made of 0.8mm and rest 1mm high yield strength CRCA sheet of grade ‘D’ confirming to IS: 513. Each door shall have individual locking provision and 4 mm thick transparent glass for clear inside vision secured in a metal frame through rubber gasket. Each door shall have scissor mechanism for receding inside the top of respective compartment which ensures parallel & smooth movement. Each door shall have plastic side end caps as handle which is easy to grip. Each compartment has a storage shelf having Uniformly Distributed Load Capacity of each shelf is 40 Kg maximum. The finish is Epoxy Polyester Powder coated to the thickness of 40-60µ. Adjustable leveler shall be provided with metal insert to resist scratches on the floor and also level & support structure. |
| 534 | PUBLIC HEALTH SERVICES |
| 535 | Sub Head-1 Internal Sewerage System |
| 536 | Providing and fixing in position singel socket SWR UPVC soil waste or antisyphonage pipes as per IS 13592 of E.D.C manufacture or of any other reputed firm including cutting, jointing, wastage, but excluding cost of jointing.Single Socket Type B |
| 537 | 110mm o/d single socket SWR UPVC pipe lines laid complete |
| 538 | 90mm o/d single socket SWR UPVC pipe lines laid complete |
| 539 | Providing and fixing in position SWR UPVC special for soil waste vent or anti syphonage pipes as per as per IS - 14735 including cutting and wastage etc. cutting holes in walls roofs or floors etc. and making good to its original condition but excluding cost of lead joining. |
| 540 | For 110mm o/d pipes |
| 541 | Elbow 90 Degree (All side socketed) |
| 542 | Vent Cowls |
| 543 | Coupler |
| 544 | Single Tee With Door |
| 545 | Single Y-Junction |
| 546 | Floor Trap 110mm x 75mm |
| 547 | For 90mm o/d pipes |
| 548 | Elbow 90 degree (all side socket) |
| 549 | Vent Cowls |
| 550 | Coupler |
| 551 | Single Tee With Door |
| 552 | Singel Y junction |
| 553 | Providing and fixing in position SS Grating with frame of approved make (to the approval of engineer in charge) complete in all respects. |
| 554 | Providing PVC solvent cement joints to SWR Pipes and specials including cost of PVC solvent cement and tools etc of approved make (to the approval of Engineer-in-charge) |
| 555 | 110mm o/d |
| 556 | 90mm o/d |
| 557 | Providing & Fixing in position M.S or heavy flat iron clamps made out of M.S flat iron not less than 5 mm of the approved design for fixing C.I. soil waste, vent or antisyhonage pipes to walls complete in all respects including cutting and making good the walls and floors etc. and painting. |
| 558 | M.S. Holder bats clamps for 100mm i/d as per table-1 |
| 559 | M.S. Holder bats clamps for 75mm i/d as per table-1 |
| 560 | Cutting holes upto 23cm square for pipes in floor and roofs of cement concrete, reinforced concrete or reinforced brick work and making good the same & finishing according to existing finish where required. |
| 561 | Through floor or roof 15.00cm thick |
| 562 | Providing and fixing in position gully traps fixed in cement concrete 1:4:8 complete with Grating 150mm x 150mm, cover and frame clear opening 300mm x 300mm and out of side size 330mm x 330mm and chamber including cost of all bricks work in cement morter 1:5 cement concrete 1:2:4 in coping around cover and frame etc. as per standard design minimum depth of water should be 150 mm with a minimum seal 50mm. |
| 563 | 100mm internal Diametre S.W.gully trap with H.C.I. grating and cast iron cover weighing approximately 7.26 kg. and frame clear opening 300mm x 300mm and out of side size 330mm x 330mmas per table-1 |
| 564 | Construction of brick masonry inspection chambers size as given below upto 0.60 metre average depth in 1:5 cement sand mortar, C.C.1:4:8 ( 150mm thick) in foundation, cement concrete 1:2:4 benching 12.50mm thick cement plaster 1:2 with a floating coat of 1mm thick of neat cement, R.C.C. 1:2:4 slabs 100mm thick cement concrete topping 50mm thick with 455mm x 455mm, 455mm x 610mm inside R.C.C. inspection chamber cover and frame (Weightas per I.S.I specifications) painted with 3 coats of black bitumastic paint conforming to I.S.I complete as per standard design. |
| 565 | 450mm x 600mm inside with 455mm x 610mm cover and frame light duty double seal |
| 566 | Providing and laying, jointing, fixing and testing ISI Marked uPVC Pipe Lines as per ISI 4985-2000, including specials such as tees, bends, sockets, elbow etc., cutting, testing (including cost of specials) in the ground complete in all respects. |
| 567 | uPVC Pipe 6 Kgf/cm250mm i/d as per table-1 |
| 568 | Wrought iron and mild steel ladders, framed grills, grating etc. with ends of bars, riveted or welded or forged, framed window guards, barred iron doors, stair case, iron railing including cost of bolts and nuts or screws or welding rod, complete fixed in position. |
| 569 | Applying priming coat with metal primer on new steel or iron work including preparation of surface. |
| 570 | Painting two or more coats excluding priming coat with synthetic enamel paint in all shades on wood work, metallic or plastered, concrete surface to give an even shade. |
| 571 | Sub Head-2 Internal Water Supply System |
| 572 | CONCEALED IN WALL: Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes as per IS 15778 (ISI marked with the prior approval of Engineer-in- Charge), having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing including jointing of pipes & fittings, with one step CPVC solvent cement and testing of pipes complete as per direction of Engineer-in-Charge. |
| 573 | CPVC SDR 11 Pipe & fitting 16mm o/d |
| 574 | SDR 11 CPVC pipes & fittings 20mm o/d |
| 575 | SDR 11 CPVC pipes & fittings 25mm o/d |
| 576 | CPVC SDR 11 Pipe & fitting 50mm o/d |
| 577 | Cutting chase in brick walls in cement or in floor for embedding G.I. or C.I pipes lines and making good the same to its original condition. Size 75mm x 75mm |
| 578 | qty same as GI P 15mm i/d to 25 mm (Table-2) |
| 579 | Cutting holes upto 23cm square through B.B. in cement walls or stone masonary wall in cement for pipes, and making good the same & finishing according to existing finish where required. |
| 580 | Through wall 11.43 cm thick Detail as per Table-2 |
| 581 | Through wall 22.86 cm thick Detail as per Table-2 |
| 582 | Providing, fixing and jointing Cpvc Union Couplings(of approved make with the approval EIC) as per IS 1879 in G.I. Pipe lines complete in all respect. |
| 583 | 15mm i/d Cpvc Union |
| 584 | 20mm i/d Cpvc Union |
| 585 | 25mm i/d Cpvc Union |
| 586 | 50mm i/d Cpvc Union |
| 587 | Sub Head - 3 Sanitary Installation |
| 588 | Providing and fixing in position Chinaware Floor Mounted One Piece EWC type with matching chinaware cistern 10 ltr. Capacity. (without cistern fitting) with P trap or S trap of approved make (to the approval of the Engineer-in-charge) and seat cover complete in all respect and to the entire satisfaction of Engineer-in-charge. |
| 589 | Chinaware Floor Mounted One Piece EWC type with matching chinaware cistern 10 ltr. Capacity (without cistern fitting) size 62x37x67 cm with P trap or S trap and seat cover complete in all respect. |
| 590 | Providing and fixing in position Chinaware extended wall mounted E. W.C. type suite (size 66 x 46 x 77.5 cm ) with P trap or S trap of approved make (to the approval of the Engineer-in-charge) with or without 10 ltr. chinaware matching flushing cistern and seat cover complete in all respect and to the entire satisfaction of Engineer-in-charge.Chinaware wall mounted E.W.C withoutcistern including seat cover complete inall respect.Detail attached as per Table-4 |
| 591 | Providing and fixing in position concealed cistern including flushing plate of approved make (to the approval of the Engineer-in-charge) complete in all respect.Detail attached as per Table-4 |
| 592 | Providing & Fixing in position C.P. Brass Hexa Nipple 15mm of approved make (to the approval of Engineer-in-charge ) complete in all respect. |
| 593 | Providing and fixing jet spray with 2'-6\\" long PVC pipe.With PTMT nut |
| 594 | Providing and fixing Stainless steel health faucet complete in all respect. |
| 595 | Providing and fixing in position vitreous Chinaware white lIndian make large flat back or angular lipped front urinal 375 x 390 x 590 mm of approved make (to the approval of the Engineer-in-charge) consisting of C.P. brass Urinal waste Coupling dome type 32mm outer length 75 mm , C.P. brass Urinal Spreader Ocular-Regular and C.P. brass tubeconnection 300 mm long complete. |
| 596 | Vitreous white Chinaware PartitionLarge partition size 75 x 16.5 x 36.5 cm |
| 597 | Providing and fixing in position vitreous chinaware white lavatory suites of approved make (to the approval of Engineer-in-charge) including Rack Bolt Screw Pair 115mm long without CP fittings complete in all respect. |
| 598 | Size 560mm x 450mm (Under counter oval) |
| 599 | Size 550 mm x 400 mm x 815 mm |
| 600 | Providing and fixing in position C.P. Brass Auto close Pillar Cock of approved make (to the approval of Engineer-in-charge)Qty as per Inventory-3 & 4 |
| 601 | Providing and fixing in position vitreous chinaware white lavatory suites of approved make (to the approval of Engineer-in-charge) consisting of C.P. brass waste 32mm dia with one C.P. brass pillar tap including Rack Bolt Screw Pair 115mm long complete in all respect. |
| 602 | Size 550 mm x 400 mm x 815 mm |
| 603 | Size 560mm x 450mm (Under counter oval) |
| 604 | Providing and fixing vitreous chinaware standard pedestal of approved make (to the approval of Engineer-in-charge) for wash hand basin complete in all respect. |
| 605 | Providing and fixing in position stainless steel sinks of approved make (to the approval of Engineer-in-charge) 1mm thick,grade-304 (18/8) with waste coupling complete in all respect. |
| 606 | Rectangular Sink with Deluxe Border Single Bowl Overall Size 555 mm x 475mm x 200 mm |
| 607 | Double bowl Sink without drain board Overall size 1114 x 490 mm with bowl size 460x385x200mm including waste coupling |
| 608 | Providing and fixing P.V.C Waste Pipe Collapsiable 32mm complete in all respect. |
| 609 | Providing and fixing in position C.P. brass bottle trap 32mm dia with 40 mm seal of approved make (to the approval of Engineer-in-charge) complete in all respect. |
| 610 | Providing and fixing in position paper holders of approved make (to the approval of Engineer-in-charge ) fixed in to wall with C.P brass screws complete in all respect. |
| 611 | C.P. brass toilet paper holder |
| 612 | Providing and fixing in position towel rails / ring of approved make (to the approval of Engineer-in-charge ) fixed in with rawl plugs embedded in walls with brass screws complete in all respect. |
| 613 | C.P brass towel ring |
| 614 | Providing and fixing in position C.P. brass soap dish of approved make (to the approval of Engineer-in-charge ) fixed into wall with rawl plugs and C.P brass screws complete in all respect. |
| 615 | Qty as per Inventory-3 |
| 616 | Providing & Fixing in postion 15 mm i/d bib cock of approved make (to the approval of Engineer-in-charge )complete in all respect. |
| 617 | C.P. brass Bib cock long nose/ long body without flange |
| 618 | C.P Brass bib cock foam flow without flange |
| 619 | Providing & Fixing in postion stop cock / Angle valve of approved make (to the approval of Engineer-in-charge ) complete in all respect. |
| 620 | C.P.brass 15mm Concealed stop cock with flange |
| 621 | C.P.brass 15mm Angle valve without flange |
| 622 | Providing and fixing in position premium range C.P. Brass Fittings and accessories of approved make (to the approval of Engineer-in-charge ) complete in all respect. |
| 623 | C.P. Brass fittings: |
| 624 | C.P. brass Bib cock with Wall flange |
| 625 | C.P.brass 15mm Angular stop cock with Wall flange |
| 626 | C.P. brass 15mm Concealed stop cock with adjustable wall flange with seal.(Outer +Inner Body) |
| 627 | C.P. brass 3-Hole Basin Mixer Without Popup Waste System |
| 628 | C.P. Brass Wall mixer with Non telephonic shower arrangement. |
| 629 | C.P brass Sink mixer with swinging spout.(wall mounted) |
| 630 | C.P. brass overhead shower Φ180mm round shape single flow with shower arm with 20mm i/d Inlet and 300mm long round shape with 900 bend with flange. |
| 631 | C.P. Brass Accessories: |
| 632 | C.P. brass towel rail 600 mm long |
| 633 | C.P brass towel ring square |
| 634 | C.P. brass soap dish holder with glass dish |
| 635 | C.P. brass toilet roll holder with flap |
| 636 | C.P. brass towel rack 600mm long with lower hangers |
| 637 | Providing & fixing in position PVC flexible tube connection of approved make (to the approval of Engineer-in-charge ) complete in all respect. PVC tube connection of size 15 mm x 375 mm with PTMT nut |
| 638 | Providing & Fixing in position C.P. Brass flange Dome of approved make (to the approval of Engineer-in-charge ) under various fixtures complete in all respect. |
| 639 | Providing & Fixing in position C.P. Brass extension piece 25mm long to 100mm long of approved make (to the approval of Engineer-incharge )with various fixtures complete in all respect.C.P. Brass extension piece, 25mm long to 50mm long |
| 640 | Providing & Fixing in position 5mm thick bevelled edge mirror of superior glass (of approved make) complete with 4mm thick hard board backing fixed in with rawl plugs 50mm, C.P. brass screws and washers and S/S Studs on top complete in all respect (as required by the Engineer-in- Charge) Size 1500mmx600mm or any other size |
| 641 | Providing & Fixing in position C.P./Aluminium Khunti of approved make (to the approval of Engineer-in-charge ) fixed into wall with C.P. brass screws and rawl plugs etc. complete in all respect. |
| 642 | C.P. Brass khunti with 3 pegs |
| 643 | C.P. Brass khunti with 6 pegs |
| 644 | Providing & placing in position on terrace (at all floor levels) HDPE water storage tanks of approved make (to the approval of Engineer -in-charge) with cover with suitable locking arrangement and making necessary holes for inlet, outlet and over flo pipes but without fittings and base support for tank. Tripple Layer Tanks |
| 645 | Providing and fixing in position automatic brass Ball Cock in tanks.Brass Ball Cock with rod and Plastic Ball |
| 646 | 50mm i/d |
| 647 | Providing and fixing in position Cpvc Tank Nipple of approved make (to the approval of Engineer-in-charge) in PVC Water storage tanks complete in all respect. |
| 648 | Cpvc tank nipple 50mm i/d |
| 649 | Construction of Plateform complete as per specification & as desired by Enginer-in-charge |
| 650 | For 500 ltr Water Tank |
| 651 | For 1000 ltr Water Tank |
| 652 | For 2000 ltr Water Tank |
| 653 | Providing and fixing in postion storage type automatic electric water heater pressure type thermostatically controlled, single phase wall mounted of approved make (to the approval of Engineer-in-charge) with thermostats, inner container of stainless steel, Inner glass lining with B-Rating minimum 3 stars complete with 1 Mtr. three core flexible cord with plug, non return valve and pressure release valve complete including fixing and testing complete in all respect.Vertical type |
| 654 | 15 litre capacity water heater |
| 655 | 25 litre capacity water heater |
| 656 | Providing and Fixing in position Glass shower enclosure Horizontal shaped 8mm thick with chrome finish with sliding door and entry from the front of approved make (to the approval of Engineer-in-charge) complete in all respect. |
| 657 | Size 1900mm x 1950mm |
| 658 | Providing & fixing in position Water Dispenser Top Loading (with refrigration capacity 15 ltr) of approved make (to the approval of Engineer-in-charge ) dispensing hot/cold/ambient water including cost of two no. 20 ltrs packaged drinking water bottles and carriage complete in all respect. |
| 659 | Providing and fixing in position SS Grab Bar Grade 304 of approved make (to the approval of the Engineer-in-charge) fixed in to wall with brass screws complete in all respect. |
| 660 | 35mm dia 900mm (36”) long |
| 661 | 35mm dia 1200mm (48”) long |
| 662 | Foldable U Type 762mm long |
| 663 | Supply & Installation of Sanitary pad vending machine NVM-50, fully Automatic Vending machine battery backup available visible window as per specification and as desired by Engineer-in-Charge complete in all respect. |
| 664 | Supply & Installation of Sanitary Napkin Vending machine storage capacity 25 Pad, Coin accepted : 5rs or dummy coin made from Mild steel as per specification and as desired by Engineer-in-Charge complete in all respect. |
| 665 | Sub Head-4 Flooring and Wall Tile |
| 666 | Screed of 50mm thick cement concrete 1:8:16 with stone aggregate 40mm gaugeto be laid below the topping using mechanical mixer for mixing of material |
| 667 | Total All Floor |
| 668 | Extra rate for First Floor |
| 669 | Extra rate for Second Floor |
| 670 | Providing and laying Rectified Porcelin floor tiles 400x400mm or more (thickness to be specified by the manufacturer) of premium quality conforming to IS:15622 of approved make in all colours laid on 20mm thick bed of Cement Mortar 1:4 ( 1 Cement : 4 Fine sand) for new flooring complete . |
| 671 | Total All Floor |
| 672 | Extra rate for First Floor |
| 673 | Extra rate for Second Floor |
| 674 | Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of W.C., kitchen and the like consisting of: i) Ist course of applying cement slurry @ 4.4 Kg/ sqm mixed with water proofing compound conforming to IS : 2645 in recommended proportions including rounding off junction of vertical and horizontal surface. ii) IInd course of 20 mm cement plaster 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound in recommended proportion including rounding off junction of vertical and horizontal surface. iii) IIIrd course of applying blown or residual bitumen applied hot at 1.7 kg per sqm of area. iv) IVth course of 400 micron thick PVC sheet. (Overlaps at joints of PVC sheet should be 100 mm wide and pasted to each other with bitumen @ 1.7 Kg/sqm). |
| 675 | Providing and fixing 1st quality ceramic glazed wall tiles Matt/Semi Matt/Glosy/Highly Gloss finish/Highlighter/emboss conforming to IS : 15622 (thickness to be specified by the manufacture of approved make in all colours, shades except burgundy, bottle green, black of size 600 x 300 mm as approved by Engineer-in-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:4 (1 cement: 4 fine sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete. |
| 676 | Total All Floor |
| 677 | Extra Rate for First Floor |
| 678 | Extra Rate for Second Floor |
| 679 | Coloured Granite stone tiles 15mm to 20mm thick in skirting, risers of steps, dado walls and pillars laid in 12.5mm thick cement mortar 1:3 (1 cement 3 coarse sand) and jointed with neat cement slurry mixed with pigment to match the shade of stone, including rubbing and polishing including labour for fixing dowel pins and cramps.. |
| 680 | Total All Floor |
| 681 | Extra Rate for First Floor |
| 682 | Extra Rate for Second Floor |
| 683 | Extra for pre finished nosing to treads of steps of marble stone. ( Full gola, half round gola etc.) |
| 684 | Sub Head -5 Drinking Water Coller & Air Conditioning System |
| 685 | Providing & fixing in position Water Cooler without Stablizer of approved make (to the approval of Engineer-in-charge ) including carriage complete in all respect. |
| 686 | Water Cooler Semi Steel Body 80/120 ltr Capacity without Stablizer |
| 687 | Water Cooler Full Steel Body 40/80 ltr Capacity without Stablizer |
| 688 | Providing & fixing in position UV filter having flow rate 200 ltr/hr with 3 stage purification process having 16 watt UV lamp and 35 Watt power rating of approved make (to the approval of Engineer-in-charge ) including carriage and fixing in position complete in all respect. |
| 689 | Supplying, Installation, errection, testing and commissioning of split type room air conditioner 1.0 TR Split AC, 3 Star (Cooling Only) non invertor, withour copper pipe air conditioners confirming to IS:1391 (Part-2) 1992 with amendments No. 1 & 2 fitted with Rotary compressor operating on Refrigerant R-32 suitable for wall mounting angle iron base frame/stand for outer unit completer in all respect and as desired by Engineer-in-charge |
| 690 | Supplying, Installation, errection, testing and commissioning of split type room air conditioner 1.5 TR Split AC, 3 Star (Cooling Only) non invertor, withour copper pipe air conditioners confirming to IS:1391 (Part-2) 1992 with amendments No. 1 & 2 fitted with Rotary compressor operating on Refrigerant R-32 suitable for wall mounting angle iron base frame/stand for outer unit completer in all respect and as desired by Engineer-in-charge |
| 691 | As per detail attached in table |
| 692 | Supplying, Installation, errection, testing and commissioning of split type room air conditioner 2.0 TR Split AC, 3 Star (Cooling Only) non invertor, withour copper pipe air conditioners confirming to IS:1391 (Part-2) 1992 with amendments No.1 & 2 fitted with Rotary compressor operating on Refrigerant R-32 suitable for wall mounting angle iron base frame/stand for outer unit in all respect and as desired by Engineer-in-charge |
| 693 | Supply and erection of Single phase copper wound Automatic voltage stablizer of suitable capacity electronically controlled circuit with input voltage 140-260 volts single phase AC supply and output voltage 220 ± 5% volts single phase AC supply having main silicon core copper wound step up transformer with suitable nos. of turns on primary side and secondary side the transformer should be fully insulated inside the MS sheet box of suitable size. There should be power control relay and single pole MCB (C-curve, 10kA) of suitable capacity complete with internal copper wiring along with amp. meter and volt meter, high voltage cut off 280 volt input (240 volt output) and 90 volt maximum boost and overloading protection to be provided:- |
| 694 | Automatic Voltage Stablizer 2 KVA Drinking Water Cooler |
| 695 | Automatic Voltage Stablizer 4 KVA for Split AC 1.50 tonne |
| 696 | Automatic Voltage Stablizer 5 KVA for Split Ac 2.00 tonne |
| 697 | Providing laying hard soft copper concealing of copper pipes of dia 12.7mm od (insulation = 13mm)/9.5mm od (insulation = 13m) as per requirement and wall thickness 0.8mm, insulated, 4mm electric wire sheathed 3 core double insulated / taping laying in chase cutting of wall and repairing the same within the building and installing charges complete in all respects. |
| 698 | Providing, laying, jointing, fixing and testing ISI Marked uPVC Pipe with G.I. specials as per ISI-4985, including cost of G.I. specials such as tees, bends, sockets, elbows etc. testing inside building complete.uPVC Pipe 10 Kgf/cm225mm i/d |
| 699 | Cutting chase in brick walls in cement or in floor for embedding G.I. or C.I pipes line and making good the same to its original condition. Size 75 mm x 75 mm |
| 700 | Sub Head-1 Construction of UGSR 50000 ltr with Pump Chamber capacity for portable water & fire fighting arrangement |
| 701 | Earth work in excavation for storage and sedimentation tanks, high level tanks, filter beds, clear water reservoirs, pump houses, sumps, screening chambers and other similar works having straight or open cuttings in foundations trenches etc. with 3D Excavator/ JCB including manually dressing of bed, trimming of sides and side slopes to full dimension and depth as shown on the drawings or as shall be required by Engineer-in-charge, including dressing of bottom and sides of trenches, stacking the excavated soil clear from the excavation and subsequent filling around plinth/structures including watering dressing and disposal of surplus soils as directed upto 15 metre complete in all respects. |
| 702 | Cement Concrete 1:4:8 with stone ballast of size. 40 mm guage. using concrete mixing volumetric type |
| 703 | Reinforced cement concrete M-30 mechanicaly batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth including carriage |
| 704 | Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) |
| 705 | Reinforced cement concrete M-30 mechanicaly batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in supersturcture. |
| 706 | Beams |
| 707 | Ground Floor |
| 708 | Ground Floor |
| 709 | First Floor |
| 710 | Extra rate for First Floor |
| 711 | Extra rate for Smooth Surface of RCC |
| 712 | Cold twisted deformed (Ribbed/ Tor Steel Bar/TMT) Bars Fe 500 grade as per IS 1786-2008, for R.C.C works, where not including in the complete rate of RCC including bending and placing in position complete |
| 713 | Ground Floor |
| 714 | First Floor |
| 715 | Extra rate for First Floor |
| 716 | Extra rate for using steel produced in integrated plant from original ores complete in all respect as per the directions of Engineer-in-charge. |
| 717 | Centring and shuttering for faces of walls, partitions, retaining walls and the like (vertical or battering) including attached pillasters, buttersses etc when curved. |
| 718 | Ground Floor |
| 719 | Centring and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc. |
| 720 | Ground Floor |
| 721 | First Floor |
| 722 | Extra rate for First Floor |
| 723 | Centring and shuttering for sides and soffits of beam, beams launchings girders bressumers, lintels |
| 724 | Ground Floor |
| 725 | First class burnt brick work laid in cement sand mortar 1:5 in first storey upto 4 metres above plinth level. |
| 726 | Ground Floor |
| 727 | First Floor |
| 728 | Extra rate for First Floor |
| 729 | 12.5mm thick cement plaster 1:5. |
| 730 | 12.5mm thick cement plaster 1:4. |
| 731 | Supplying Pressed steel sheet frames (chowkhat) consisting of 18gauge (1.25 mm thick steel sheet of the specified section, including iron lugs (hold fast) iron hinges conforming to PWD specification including bolts for fixing stops lock notch provision for receiving tower bolts and finished with 1 primer coat approved quality, fixed in position excluding the cost of cement concrete 1:3:6 for fillings in the frame and cement concrete 1:2:4 for lugs complete |
| 732 | Doors and windows frame of size 151mm x 60mm with 35 mm wide double rebate weighing 3.95 kg per meter |
| 733 | Providing & fixing of Box type steel windows, made of various ERW section outer 60mm x 25mm, central mullion 60mm x 25mm, for shutter 50mm x 20mm having thickness of 1.25mm (18 gauge), shash bar MS Tee 25mm x 3mm where required joints mitred and electrically flash-welded, with iron fittings incluidng necessary iron handles,hinged cleat, tower bolts, iron hold fast and pintle hinges complete (excluding glazing and wire guage) and finished with ready mixed paint red lead non setting primer complete as per specification, Drawings and to the entire satisfaction of engineer-in-charge. (Note:- Glazing, wire guage and grill will be paid as per respective items) |
| 734 | Extra for providing & fixing Steel Tube beading size 12mm x 12mm, 18 guage of approved shape and section with screw for fixing of glass panes in stead of glazing clips and metal slash putty in steel doors, windows & Ventilators complete in all respect |
| 735 | Wire gauge fixed on steel windows of standard rolled steel section, with 3mm thick flat iron cover moulding of 12.5mm width, fixed with machine screws, complete in all respects. |
| 736 | Wrought iron and mild steel ladders, framed grills, grating etc. with ends of bars, riveted or welded or forged, framed window guards, barred iron doors, stair case, iron railing including cost of bolts and nuts or screws or welding rod, complete fixed in position. |
| 737 | Supplying and fixing glass panes with glazing clips and special metal sash putty of approved make. Glass panes 4mm or 10.75 kg / sqmexceeding 0.4 sqm of area |
| 738 | Factory manufactured solid flush door fixed in position iron hinges, etc (excluding the cost of any fittings other than specified above but including labour for fixing the same in position (Code : II Revision IS-202 Part-I) 1999,Commercial with elm or gurjan facing on both \ Sides with laminated core and lipped edges:-35mm thick |
| 739 | Cost of Aluminium fittings complete for doors, windows such as tower bolts, handless and screw etc. for these fittings (Excluding sliding bolt)For shutter area above 0.50 sqm |
| 740 | Providing and fixing aluminium sliding door bolts ISI marked anodized (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 :300mm x 16mm |
| 741 | Flush Door |
| 742 | Applying priming coat with metal primer on new steel or iron work including preparation of surface. |
| 743 | Preparation of plywood surface for painting including sand papering the surface and applying filling with approved quality fillers consisting of white lead, linseed oil, Varnish, and Chalk Mitti including finishing the surface to required finish complete. |
| 744 | Qty same as flush doors |
| 745 | Applying pink primer or aluminum priming coat on wood work including preparation of surface knotting and stopping etc. |
| 746 | Qty same as above |
| 747 | Painting two or more coats excluding priming coat with synthetic enamel paint in all shades on wood work, metallic or plastered, concrete surface to give an even shade. |
| 748 | Finishing walls with Premium Acrylic smooth exterior paint with silicon additives of required shade with two or more coats applied @ 1.43litre/10 Sqm over and including base coat of water proofing Cement Paint applied @ 2.20 Kg/10 Sqm |
| 749 | Providing & fixing 560 mm, 500 mm and 450 mm internal diametre circular or 450 mm x 600 mm clear inside opening rectangular RCC manhole cover and frame ISI marked as per IS:12592-2002 including carriage from the stores of the Engineer-in-charge to site of work, loading, unloading including stacking and setting the same to correct lines over manholes including cement concrete copping (M:20) around the frame etc. Dia of steel for lifting hook is 16mm. (for EHD and HD).R.C.C. Manhole cover 560mm i/d RCC man hole cover with frame as per ISI |
| 750 | Foot Rest for Manhole.Providing orange colour safety footrest of minimum 6mm thick plastic encapsulated as per IS:10910 on 12mm dia steel bar confirming to IS: 1786 having minimun cross section as 23mm x 25mm and over all minimum length 263mm and width as 165mm with minimum 112mm space between protruted 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 specification and having manufacturer's permanent identification mark to be visible even after fixing, including fixing in manholes with 230x150x75cm cement concrete block 1:2:4 (1 cement: 2 sand: 4 stone aggragate) complete as per design. |
| 751 | Screed of 50mm thick cement concrete 1:8:16 with stone aggregate 40mm gaugeto be laid below the topping using mechanical mixer for mixing of material |
| 752 | First Floor |
| 753 | Extra rate for First Floor |
| 754 | Conglomerate floor 50mm thick cement concrete topping 1:2:4 (Using mechanical mixer for mixing of material). |
| 755 | 20mm thick grey polished skirting or dado consisting of bottom layer of 16mm thick cement sand plaster 1.3 and finished 3mm thick topping of neat cement rubbed and polished including rounding of junction with floors. |
| 756 | Terracing consiting of tiles 22.86x11.43x3.83cm laid over 25 mm mud plaster 7.5 cm mud filling on another layer of 25mm mud plaster including two coats of bitumen laid hot at 1.65 Kg. /Sqm top of R.C.C. slab including grouting with cement sand mortar 1:4 and top surface to be left clean after wire brushing |
| 757 | Cement concrete 1:2:4 gola 10cm x 10cm concave quadrant along junction of roofs with parapet wall finished smooth, where specially specified. |
| 758 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes (working pressure 4 kgf / cm²) conforming to IS : 4985, including fixing with MS ClampU-PVC pipes (working pressure 4kgf. / sqcm)pipe 110 mm dia. |
| 759 | Providing and fixing 110 mm dia. U.P.V.C bend for Rain water pipe as per IS:14735 including jointing complete as per specifications and to the entire satisfaction of Engineer- in- charge.UPVC 110 mm bend |
| 760 | Providing and fixing 110 mm dia SWR U.P.V.C Coupling/Sockete for Rain water pipe as per IS:14735 including jointing complete as per specifications and to the entire satisfaction of Engineer- in- charge. |
| 761 | One per 6 Rft |
| 762 | Top khurra 0.6m x 0.6m for rain water pipe in 25mm thick cement concrete 1:2:4 over 50mm thick cement concrete 1:8:16. |
| 763 | Bottom Khurra on ground 1.2m. x 0.6m. consisting of brick on-edge laid in cement mortar 1:3 over 75mm cement concrete 1:8:16 including 12.5m.m. thick cement plaster 1:3. |
| 764 | Providing and fixing in position gratings 150mm x 150mm for gully trap.PVC grating |
| 765 | Providing & installing,testing & commisioning of 1 no electrically driven Boosting Pump set of 5.00 BHP (KSB / crompton equilent make capable of delivering 410 LPM against a head of 30 mtr complete in all respect as per specifications |
| 766 | Providing & fixing 2.50mm2 core cable to Submersible Pump complete in all respect as per specifications |
| 767 | Providing & installation of smart starter panel board including Automatic Controler of 5BHP complete in all respect. |
| 768 | Sub Head-2 Estate Water Supply |
| 769 | Excavation by mechanical means(JCB or Hydraulic excavator) in trenches for pipe lines with straight or open cutting in streets or open area including trimming and dressing sides levelling of beds of trenches to correct grade, cutting joint holes, refilling consolidation,watering , including the cost of dewatering of rain water, diversion for traffic, night signals. providing & fixing caution boards, crossing over trenches for access to the houses, watching, fencing, etc. and removal of surplus soil out side/inside the town involving lead upto 15 meter complete in all respect. |
| 770 | Providing, Stringing out, cutting, Jointing and testing of ISI Marked D.I. Pipe (S&S) as per IS 8329 and laying the same in trenches to correct alignment and gradients, jointed with rubber tyton joints fitted complete including all cartage, cost of rubber ring.D.I. Pipe as per IS 8329 DI-K7 |
| 771 | 80mm i/d pipe lines laid complete |
| 772 | Supplying and laying D.I. specials/fittings as per IS:9523-2000 (ISI marked with the prior approval of Engineer-in-Charge), class K-12 suitable for tyton joint with external bitumen coating and inside cement mortar lining, scaffolding, tools and plants, ropes, guys, etc. Complete in all respects. |
| 773 | Providing & fixing C.I/D.I Flanged end, stem of SS (AIS 1410) and Bronze(gunmetal) working parts Sluice Valves ISI marked 14846-2000, including jointing , testing & cost of Nut ,Bolt & insertion sheet, all carriage complete (with the approval of Engineer in-charge).Class PN-1 as per ISI |
| 774 | 80mm i/d Sluice Valves flanged |
| 775 | Construction of masonary Sluice Valve Chamber excluding Sluice valve cover as per standard design & drawings of public health department. |
| 776 | Providing & fixing C.I indicating plates of size 100mm x 100mm for SV/FH including synthetic enammel paint & letters in white enamel paint , fixing in the ground with angle iron of size 25x25x5mm, 230mm height from ground including concrete block complete in all respect as directed by Enginner-in-Charge. |
| 777 | Providing, fixing and jointing Cast Iron surface box for Sluice valve, Air valve, Fire hydrant etc. including all carriages complete. |
| 778 | Providing ,laying, jointing, fixing and testing ISI Marked G.I. Pipe (as per IS 1239) B-Class including cost of specials (such as tees, bends, sockets, elbows etc.) ,painting with anti corrosive bitumastic paint, testing, cutting, threading Inside building complete. |
| 779 | 50mm i/d |
| 780 | Providing, fixing and jointing G.I Union Couplings(of approved make with the approval EIC) as per IS 1879 in G.I. Pipe lines complete in all respect. |
| 781 | 50mm i/d G.I. Union |
| 782 | Providing, fixing and jointing ISI Marked Gun-Metal peet valves (Heavy Pattern) as per IS 778 with hand wheels, on G.I. Pipe lines laid in the ground or inside buildings including all carriages complete. |
| 783 | 50mm i/d Gun Metal peet valve heavy pattern. |
| 784 | Sub Head-1 Estate Sewerage system |
| 785 | Providing, laying in trenches to correct gradient and alignment and jointing of UPVC pipes having ISI specification IS:15328-2003 class-SN-8 marked make Supreme, Finolex, Kissan, Jain, Prince or equivalent good on them and laying the same in trenches to correct alignment and gradients, cutting and jointing, testing for water tightness and making good the leakages and defects including cost of specials (Specials and Solvent should be of same make as that of pipes) complete in all respects. |
| 786 | 110 mm o/d pipes |
| 787 | 160 mm o/d pipes |
| 788 | Excavation in trenches with straight or open cutting in streets, lanes or in open area with 3D/JCB or excavator including manually dressing bed, trimming sides and side slopes for sewers and manholes to full depths as shown in drawings,including, dressing to correct sections and dewatering, provision for diversion for traffic, protection of existing services i.e. telephone cables, electric lines, water supply lines and gas lines etc. night signals, profiles, pegs, sight rails, boning rods, watching, etc., fixing and maintenance of caution boards, fencing, refilling trenches, watering, ramming and restoration of surface to original level and removal of surplus spoil from the site of works, upto one chain (15m) complete in all respects. |
| 789 | Depth not exceeding 3 m. BGLAll kinds of soil except rocky |
| 790 | Providing and filling sand grading as per specifications or fine grade around the various sizes of G.I. pipes in external work. |
| 791 | Constructing brick masonry manhole in cement mortar 1:5 ( 1 cement : 5 coarse sand ) R.C.C. top slab 20cm thick using M-20 mix by using mixer and vibrator, TMT Fe500 @ 80.00 kg/per cum, 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 of neat cement and making 40mm thick benching in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement, Orange coloured PVC steps including RCC cover with frame complete as per standard |
| 792 | Inside size 90x150 cm |
| 793 | Excavation in trenches with straight or open cutting in streets, lanes or in open area with 3D/JCB or excavator including manually dressing bed, trimming sides and side slopes for sewers and manholes to full depths as shown in drawings,including, dressing to correct sections and dewatering, provision for diversion for traffic, protection of existing services i.e. telephone cables, electric lines, water supply lines and gas lines etc. night signals, profiles, pegs, sight rails, boning rods, watching, etc., fixing and maintenance of caution boards, fencing, refilling trenches, watering, ramming and restoration of surface to original level and removal of surplus spoil from the site of works, upto one chain (15m) complete in all respects. |
| 794 | For depth not exceeding 3.0 m B.G.L.For all classes of soil except rocky |
| 795 | Cement Concrete 1:4:8 with stone ballast of size. 40 mm guage. using concrete mixing volumetric type |
| 796 | First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth |
| 797 | Cement Concrete 1:2:4 with stone ballast or shingle.using concrete mixing volumetric type |
| 798 | Floating coat of 1:5mm thick neat cement laid in one operation to the topping |
| 799 | 12.5 mm thick cement plaster 1:3 |
| 800 | Cement rendering on plaster 1mm thick |
| 801 | Reinforced cement concrete M-20 mechanicaly batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth. |
| 802 | Cold twisted deformed (Ribbed/ Tor Steel Bar/TMT) Bars Fe 500 grade as per IS 1786-2008, for R.C.C works, where not including in the complete rate of RCC including bending and placing in position complete |
| 803 | Providing orange colour safety footrest of minimum 6mm thick plastic encapsulated as per IS:10910 on 12mm dia steel bar confirming to IS: 1786 having minimun cross section as 23mm x 25mm and over all minimum length 263mm and width as 165mm with minimum 112mm space between protruted 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 specification and having manufacturer's permanent identification mark to be visible even after fixing, including fixing in manholes with 230x150x75cm cement concrete block 1:2:4 (1 cement: 2 sand: 4 stone aggragate) complete as per design |
| 804 | Providing & fixing 560 mm, 500 mm and 450 mm internal diametre circular or 450 mm x 600 mm clear inside opening rectangular RCC manhole cover and frame ISI marked as per IS:12592-2002 including carriage from the stores of the Engineer-in-charge to site of work, loading, unloading including stacking and setting the same to correct lines over manholes including cement concrete copping (M:20) around the frame etc. Dia of steel for lifting hook is 16mm. (for EHD and HD).RCC Man hole cover with Frame560mm i/d RCC man hole cover with frame as per ISI |
| 805 | Roof Top Rain water Harvesting |
| 806 | Providing, Laying , fixing & jointing of P.V.C. Pipes as per ISI-4985 (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications. |
| 807 | 110mm o/d PVC pipe of 4 Kgf. / sqcm |
| 808 | 160mm o/d PVC pipe of 4 Kgf. / sqcm |
| 809 | Excavation in trenches with straight or open cutting in a street, lanes or in a open area with 3D/JCB or excavator including manually dressing bed, trimming sides & slide slope for sewer & manhole to full depth as shown in drawing, including, dressing to correct sections and dewatering, provision for diversion for traffic,protection of existing services i.e. telephone cables ,electric lines, water supply lines and gas lines etc. night signals, profiles, pegs, sight rails, boning rods, watching etc. fixing and maintenance of caution boards, fencing, refilling trenches, watering, ramming and restoration of surface to original level removal of surplus spoils from the site of works upto chain (15 m), complete in all respects. |
| 810 | For depths not exceeding 3.0 metre B.G.L.For all classes of soil except rocky |
| 811 | Providing and filling sand grading as per specifications or fine grade around the various sizes of G.I. pipes in external work. |
| 812 | Construction of Haudi internal size 0.90mtr x 0.90mtr & 0.90mtr depth in Brick masonary 1:5, bed 40mm thick cement concrete 1:2:4, 150mm thick base lean concrete 1:8:16, RCC Slab cover 75mm thick inside plaster, cement rendering & RCC man hole cover 450x600 mm clear inside opening rectangular RCC Manhole cover with frame Light Duty complete as per Drawing attached & as desired by the Engineer-in-charge |
| 813 | Construction of Haudi internal size 0.45mtr x 0.45mtr & 0.45mtr depth in Brick masonary 1:5, bed 40mm thick cement concrete 1:2:4, 150mm thick base lean concrete 1:8:16, RCC Slab cover 75mm thick inside plaster, cement rendering & RCC man hole cover 450x450 mm clear inside opening rectangular RCC Manhole cover with frame Light Duty complete as per Drawing attached & as desired by the Engineer-in-charge Please Enable Macros to View BoQ information |
| 814 | Construction of Haudi internal size 0.45mtr x 0.45mtr & 0.45mtr depth in Brick masonary 1:5, bed 40mm thick cement concrete 1:2:4, 150mm thick base lean concrete 1:8:16, RCC Slab cover 75mm thick inside plaster, cement rendering & RCC man hole cover 450x450 mm clear inside opening rectangular RCC Manhole cover with frame Light Duty complete as per Drawing attached & as desired by the Engineer-in-charge Please Enable Macros to View BoQ information |
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